Standard Drawings for Signs and Supports - Mass.Gov · COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF...
Transcript of Standard Drawings for Signs and Supports - Mass.Gov · COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF...
COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS
Standard Drawings for
Signs and Supports
Bureau of Transportation Planning and Development
1990
~~ ~rBTP~
Wd Traffic Engineer
TABLE OF CONTENTS
Description Poge No
Stnndnrd Stnte Route Mnrker (Ml-6A)3 Typlcnl Tenth-of-Mile Mnrker ltD 10-9)4 Typlcnl Mile Morker Installa tton5 Typlcnl Reflectorlzed wornlng Sign ltHl-2)6 Typical AbutMent w ornlng Ponel ltHl-3 Left Right) 7 Typical Attenuo tor Ponels CHl-lOA~B 8c C)8 Typical PaveMent Marklngs9 PaveMent Markings Table lO Typlcnl Spacing~ Eleva tlon 8c P-9 Posts for Delineo torsll Instollotton of Type SS Hlghwoy Guord Rall 12
AluMinuM Panel DetoJlslS-20
Instnllotlon of Dverheod Structure Guord Rotl13 TeMpornry PaveMent Morklngs In Work Zone14 Hlghwoy Sign Supports ond Sign Support F oundo tlons15 Dverheod Dlrectlonol Sign Supports ltNon-Breoko woy) 16 Typlcol Sign Instollntlon ond Loco tlon17
Typlcol Exit Tob ltEl-51 Integrol Port of El-l Type Slgn)21 Typlcnl lnstollo tlon for Signs Over 20sqft To 40sqft22 Bnse Connection~ Fuse Plate ond F oundo tlon Do to23 Post Weight Do ta 24 D-6 Wtth D-825 Deline a tlon for Guord Roll TerMinJ26 Post Coping Detolls ltBreokQ wo y ) 27 Detnll A Hinge for Breoko woy Sign Posts28 Sign ond Stulo Post Detnlls for S4x77 ond S5x10029 Sign ond Stulo Post Detolls for w Shapes30 Sign ond Stulo Post Detnils for 0 Shopes CD6 onol DD6)31 Typlcol Ponel AttochMent to Dverheod Support32-33 Doulole D-6 With D-834 Sign Brncket Detolls for D-6 and Doulole D-635 CloMp for D-8 AttochMent36 Sign Width Chort (WInd Zone 1) 37 Sign Width Chort (olnd Zone 2 )38 Generol Notes39 TeMporory wooolen Yielollng Supports40 PnveMent Morklng 8c Signing for 4 to 2 Lone Tronsltlon41 PoveMent Morklng ond Signing for CliMiolng Lones42 OD Sign Support Protectlon43 Instnllotlon of P-5 Telescoplc Post44 Typlcol Instollo tlon for SMoll Signs Cup to 20sqft)45 AluMinuM Cop for 1-34 Post (for use with R6-D46 lnstnllotlon for EZE -ERECT Sign Post4 7-51 Plostlc DruMs52
3
___--A--~-~
---- -iiiiiiiiiiiiiiiiiiiiiiiiiiiiii~ f c
B D
H
SIGN NO OF DIMENSIONS SIZE DIGITS A B c D E F G H
24x24 1 or 2 24 11 24 6 12 6p 112 38 58
30x24 3 30 24 6 12 60 112 38 58
36x24 4 36 24 6 12 6 112 38 58
36x36 1 or 2 36 36 9 18 91 2 V4 12 12
45x36deg 3 45 36 90 18 9 2 V4 12 12
Series of Digits 11 D
Ml-6A StQndQrd StQte Route Mnrker
Dr Alt~rnate)
4To Top Of Panel
Mcllan
SINGLE fACE DOUBLE FACE 14 Holt--Round or rSIGN PANELSquar
~cv~__POST ~ LTIJO PIECE RIVET CON~
OF PIN lt3116 DIA) AND COLLAR
I R=341
P9 Post ltGalvanlzcl Stel Approvd
063 Tnlcllt Sheet Alulltnull
NUMBERS TO BE SERIES bullcbull COLOR-BLACK BACKGROUNDS SHALL BE 2 Edge SILVER-FDR UNDIVIDED HIGHWAYS Ellloedllent YELLDIJ-FDR DIVIDED HIGHWAYS
Notesbull All MlleiIQrkt-rs Qnd Tentn of MlleiIQrkers Shall lobull F aJorlcated With High Intensity Encapsulated Lense ReFlective Sheeting ltSection M9302)
TYPICAL TENTH-DF-MILEMARKER INSTALLATION Dl0-9
~
5
TYPICAL MILEMARKER INSTALLATION
LMecllonSee EclgeNo es
tiCIE If MlleMorker Ponel Is 3 The ElbeciMent will be 2 12 If Panel Is 4 the eMbeciMent will be 3
COLOR BACKGROUND-GREEN REFLECTORIZED NUMBERS-WHITE REFLECTORIZED PIN L BOLT HEADS TO BE PAINTED SAME COLOR AS PANEL BACKGROUND NUMBERS TO BE SERIES cbull
bull Dpttcolly center nuMerol obout vertlcol centerline
EXPVY-FVY USE CONVENTIONAL USE
D10-4 (1-dJgJt)
Dl0-5 (2-dlglts)
D10-6 (3-ollglts)
Dl0-1 liE(l-dJglt)
Dl0-2 bulllt2-dlglts)
Dl0-3 (3-dlglts)
A 12 12 12 10 10 10
B 24 36 48 18 27 36
c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2
G 10C 10C 10C 6C 6C 6C
H - 3 2 12 - 3 3 j 4 3 3 4 4 4
K 1 112 1 12 1 12 1 112 1 12 1 12
L 4 58 4 58 4 58 3 58 3 58 3 58
M 4 78 4 78 4 78 3 78 3 78 3 78
6
cent037bull MOUNTING HOLE
Thickness 0080 AuMinuM or
Yellow Reflectorlzlng Buttons
Yellow (Non-Reflective)
TYPICAL Hl-2
Galvanlveol Steel
0 0 0 0
0 0 0
Mounting Height Sholl Be 40 To BottoM Of Sign
TYPICAL LOCATION FOR Hl-2
DIRECTION OF TRAFFIC bull
7
TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)
_STRIPES 45bull
R150
YELLOW STRIPE PANEL TO BE
BLACK STRIPE BOLTED TO POST IN TvO PLACES
AT ANGLE
---P-5 POST ASSEMBLY 24d
~ SHOULDER OR CURB LINE
48 EMBErENT
1
LEFT PANEL RIGHT PANEL
MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD
COLORSI
ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED
OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
TABLE OF CONTENTS
Description Poge No
Stnndnrd Stnte Route Mnrker (Ml-6A)3 Typlcnl Tenth-of-Mile Mnrker ltD 10-9)4 Typlcnl Mile Morker Installa tton5 Typlcnl Reflectorlzed wornlng Sign ltHl-2)6 Typical AbutMent w ornlng Ponel ltHl-3 Left Right) 7 Typical Attenuo tor Ponels CHl-lOA~B 8c C)8 Typical PaveMent Marklngs9 PaveMent Markings Table lO Typlcnl Spacing~ Eleva tlon 8c P-9 Posts for Delineo torsll Instollotton of Type SS Hlghwoy Guord Rall 12
AluMinuM Panel DetoJlslS-20
Instnllotlon of Dverheod Structure Guord Rotl13 TeMpornry PaveMent Morklngs In Work Zone14 Hlghwoy Sign Supports ond Sign Support F oundo tlons15 Dverheod Dlrectlonol Sign Supports ltNon-Breoko woy) 16 Typlcol Sign Instollntlon ond Loco tlon17
Typlcol Exit Tob ltEl-51 Integrol Port of El-l Type Slgn)21 Typlcnl lnstollo tlon for Signs Over 20sqft To 40sqft22 Bnse Connection~ Fuse Plate ond F oundo tlon Do to23 Post Weight Do ta 24 D-6 Wtth D-825 Deline a tlon for Guord Roll TerMinJ26 Post Coping Detolls ltBreokQ wo y ) 27 Detnll A Hinge for Breoko woy Sign Posts28 Sign ond Stulo Post Detnlls for S4x77 ond S5x10029 Sign ond Stulo Post Detolls for w Shapes30 Sign ond Stulo Post Detnils for 0 Shopes CD6 onol DD6)31 Typlcol Ponel AttochMent to Dverheod Support32-33 Doulole D-6 With D-834 Sign Brncket Detolls for D-6 and Doulole D-635 CloMp for D-8 AttochMent36 Sign Width Chort (WInd Zone 1) 37 Sign Width Chort (olnd Zone 2 )38 Generol Notes39 TeMporory wooolen Yielollng Supports40 PnveMent Morklng 8c Signing for 4 to 2 Lone Tronsltlon41 PoveMent Morklng ond Signing for CliMiolng Lones42 OD Sign Support Protectlon43 Instnllotlon of P-5 Telescoplc Post44 Typlcol Instollo tlon for SMoll Signs Cup to 20sqft)45 AluMinuM Cop for 1-34 Post (for use with R6-D46 lnstnllotlon for EZE -ERECT Sign Post4 7-51 Plostlc DruMs52
3
___--A--~-~
---- -iiiiiiiiiiiiiiiiiiiiiiiiiiiiii~ f c
B D
H
SIGN NO OF DIMENSIONS SIZE DIGITS A B c D E F G H
24x24 1 or 2 24 11 24 6 12 6p 112 38 58
30x24 3 30 24 6 12 60 112 38 58
36x24 4 36 24 6 12 6 112 38 58
36x36 1 or 2 36 36 9 18 91 2 V4 12 12
45x36deg 3 45 36 90 18 9 2 V4 12 12
Series of Digits 11 D
Ml-6A StQndQrd StQte Route Mnrker
Dr Alt~rnate)
4To Top Of Panel
Mcllan
SINGLE fACE DOUBLE FACE 14 Holt--Round or rSIGN PANELSquar
~cv~__POST ~ LTIJO PIECE RIVET CON~
OF PIN lt3116 DIA) AND COLLAR
I R=341
P9 Post ltGalvanlzcl Stel Approvd
063 Tnlcllt Sheet Alulltnull
NUMBERS TO BE SERIES bullcbull COLOR-BLACK BACKGROUNDS SHALL BE 2 Edge SILVER-FDR UNDIVIDED HIGHWAYS Ellloedllent YELLDIJ-FDR DIVIDED HIGHWAYS
Notesbull All MlleiIQrkt-rs Qnd Tentn of MlleiIQrkers Shall lobull F aJorlcated With High Intensity Encapsulated Lense ReFlective Sheeting ltSection M9302)
TYPICAL TENTH-DF-MILEMARKER INSTALLATION Dl0-9
~
5
TYPICAL MILEMARKER INSTALLATION
LMecllonSee EclgeNo es
tiCIE If MlleMorker Ponel Is 3 The ElbeciMent will be 2 12 If Panel Is 4 the eMbeciMent will be 3
COLOR BACKGROUND-GREEN REFLECTORIZED NUMBERS-WHITE REFLECTORIZED PIN L BOLT HEADS TO BE PAINTED SAME COLOR AS PANEL BACKGROUND NUMBERS TO BE SERIES cbull
bull Dpttcolly center nuMerol obout vertlcol centerline
EXPVY-FVY USE CONVENTIONAL USE
D10-4 (1-dJgJt)
Dl0-5 (2-dlglts)
D10-6 (3-ollglts)
Dl0-1 liE(l-dJglt)
Dl0-2 bulllt2-dlglts)
Dl0-3 (3-dlglts)
A 12 12 12 10 10 10
B 24 36 48 18 27 36
c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2
G 10C 10C 10C 6C 6C 6C
H - 3 2 12 - 3 3 j 4 3 3 4 4 4
K 1 112 1 12 1 12 1 112 1 12 1 12
L 4 58 4 58 4 58 3 58 3 58 3 58
M 4 78 4 78 4 78 3 78 3 78 3 78
6
cent037bull MOUNTING HOLE
Thickness 0080 AuMinuM or
Yellow Reflectorlzlng Buttons
Yellow (Non-Reflective)
TYPICAL Hl-2
Galvanlveol Steel
0 0 0 0
0 0 0
Mounting Height Sholl Be 40 To BottoM Of Sign
TYPICAL LOCATION FOR Hl-2
DIRECTION OF TRAFFIC bull
7
TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)
_STRIPES 45bull
R150
YELLOW STRIPE PANEL TO BE
BLACK STRIPE BOLTED TO POST IN TvO PLACES
AT ANGLE
---P-5 POST ASSEMBLY 24d
~ SHOULDER OR CURB LINE
48 EMBErENT
1
LEFT PANEL RIGHT PANEL
MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD
COLORSI
ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED
OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
3
___--A--~-~
---- -iiiiiiiiiiiiiiiiiiiiiiiiiiiiii~ f c
B D
H
SIGN NO OF DIMENSIONS SIZE DIGITS A B c D E F G H
24x24 1 or 2 24 11 24 6 12 6p 112 38 58
30x24 3 30 24 6 12 60 112 38 58
36x24 4 36 24 6 12 6 112 38 58
36x36 1 or 2 36 36 9 18 91 2 V4 12 12
45x36deg 3 45 36 90 18 9 2 V4 12 12
Series of Digits 11 D
Ml-6A StQndQrd StQte Route Mnrker
Dr Alt~rnate)
4To Top Of Panel
Mcllan
SINGLE fACE DOUBLE FACE 14 Holt--Round or rSIGN PANELSquar
~cv~__POST ~ LTIJO PIECE RIVET CON~
OF PIN lt3116 DIA) AND COLLAR
I R=341
P9 Post ltGalvanlzcl Stel Approvd
063 Tnlcllt Sheet Alulltnull
NUMBERS TO BE SERIES bullcbull COLOR-BLACK BACKGROUNDS SHALL BE 2 Edge SILVER-FDR UNDIVIDED HIGHWAYS Ellloedllent YELLDIJ-FDR DIVIDED HIGHWAYS
Notesbull All MlleiIQrkt-rs Qnd Tentn of MlleiIQrkers Shall lobull F aJorlcated With High Intensity Encapsulated Lense ReFlective Sheeting ltSection M9302)
TYPICAL TENTH-DF-MILEMARKER INSTALLATION Dl0-9
~
5
TYPICAL MILEMARKER INSTALLATION
LMecllonSee EclgeNo es
tiCIE If MlleMorker Ponel Is 3 The ElbeciMent will be 2 12 If Panel Is 4 the eMbeciMent will be 3
COLOR BACKGROUND-GREEN REFLECTORIZED NUMBERS-WHITE REFLECTORIZED PIN L BOLT HEADS TO BE PAINTED SAME COLOR AS PANEL BACKGROUND NUMBERS TO BE SERIES cbull
bull Dpttcolly center nuMerol obout vertlcol centerline
EXPVY-FVY USE CONVENTIONAL USE
D10-4 (1-dJgJt)
Dl0-5 (2-dlglts)
D10-6 (3-ollglts)
Dl0-1 liE(l-dJglt)
Dl0-2 bulllt2-dlglts)
Dl0-3 (3-dlglts)
A 12 12 12 10 10 10
B 24 36 48 18 27 36
c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2
G 10C 10C 10C 6C 6C 6C
H - 3 2 12 - 3 3 j 4 3 3 4 4 4
K 1 112 1 12 1 12 1 112 1 12 1 12
L 4 58 4 58 4 58 3 58 3 58 3 58
M 4 78 4 78 4 78 3 78 3 78 3 78
6
cent037bull MOUNTING HOLE
Thickness 0080 AuMinuM or
Yellow Reflectorlzlng Buttons
Yellow (Non-Reflective)
TYPICAL Hl-2
Galvanlveol Steel
0 0 0 0
0 0 0
Mounting Height Sholl Be 40 To BottoM Of Sign
TYPICAL LOCATION FOR Hl-2
DIRECTION OF TRAFFIC bull
7
TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)
_STRIPES 45bull
R150
YELLOW STRIPE PANEL TO BE
BLACK STRIPE BOLTED TO POST IN TvO PLACES
AT ANGLE
---P-5 POST ASSEMBLY 24d
~ SHOULDER OR CURB LINE
48 EMBErENT
1
LEFT PANEL RIGHT PANEL
MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD
COLORSI
ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED
OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
Dr Alt~rnate)
4To Top Of Panel
Mcllan
SINGLE fACE DOUBLE FACE 14 Holt--Round or rSIGN PANELSquar
~cv~__POST ~ LTIJO PIECE RIVET CON~
OF PIN lt3116 DIA) AND COLLAR
I R=341
P9 Post ltGalvanlzcl Stel Approvd
063 Tnlcllt Sheet Alulltnull
NUMBERS TO BE SERIES bullcbull COLOR-BLACK BACKGROUNDS SHALL BE 2 Edge SILVER-FDR UNDIVIDED HIGHWAYS Ellloedllent YELLDIJ-FDR DIVIDED HIGHWAYS
Notesbull All MlleiIQrkt-rs Qnd Tentn of MlleiIQrkers Shall lobull F aJorlcated With High Intensity Encapsulated Lense ReFlective Sheeting ltSection M9302)
TYPICAL TENTH-DF-MILEMARKER INSTALLATION Dl0-9
~
5
TYPICAL MILEMARKER INSTALLATION
LMecllonSee EclgeNo es
tiCIE If MlleMorker Ponel Is 3 The ElbeciMent will be 2 12 If Panel Is 4 the eMbeciMent will be 3
COLOR BACKGROUND-GREEN REFLECTORIZED NUMBERS-WHITE REFLECTORIZED PIN L BOLT HEADS TO BE PAINTED SAME COLOR AS PANEL BACKGROUND NUMBERS TO BE SERIES cbull
bull Dpttcolly center nuMerol obout vertlcol centerline
EXPVY-FVY USE CONVENTIONAL USE
D10-4 (1-dJgJt)
Dl0-5 (2-dlglts)
D10-6 (3-ollglts)
Dl0-1 liE(l-dJglt)
Dl0-2 bulllt2-dlglts)
Dl0-3 (3-dlglts)
A 12 12 12 10 10 10
B 24 36 48 18 27 36
c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2
G 10C 10C 10C 6C 6C 6C
H - 3 2 12 - 3 3 j 4 3 3 4 4 4
K 1 112 1 12 1 12 1 112 1 12 1 12
L 4 58 4 58 4 58 3 58 3 58 3 58
M 4 78 4 78 4 78 3 78 3 78 3 78
6
cent037bull MOUNTING HOLE
Thickness 0080 AuMinuM or
Yellow Reflectorlzlng Buttons
Yellow (Non-Reflective)
TYPICAL Hl-2
Galvanlveol Steel
0 0 0 0
0 0 0
Mounting Height Sholl Be 40 To BottoM Of Sign
TYPICAL LOCATION FOR Hl-2
DIRECTION OF TRAFFIC bull
7
TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)
_STRIPES 45bull
R150
YELLOW STRIPE PANEL TO BE
BLACK STRIPE BOLTED TO POST IN TvO PLACES
AT ANGLE
---P-5 POST ASSEMBLY 24d
~ SHOULDER OR CURB LINE
48 EMBErENT
1
LEFT PANEL RIGHT PANEL
MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD
COLORSI
ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED
OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
5
TYPICAL MILEMARKER INSTALLATION
LMecllonSee EclgeNo es
tiCIE If MlleMorker Ponel Is 3 The ElbeciMent will be 2 12 If Panel Is 4 the eMbeciMent will be 3
COLOR BACKGROUND-GREEN REFLECTORIZED NUMBERS-WHITE REFLECTORIZED PIN L BOLT HEADS TO BE PAINTED SAME COLOR AS PANEL BACKGROUND NUMBERS TO BE SERIES cbull
bull Dpttcolly center nuMerol obout vertlcol centerline
EXPVY-FVY USE CONVENTIONAL USE
D10-4 (1-dJgJt)
Dl0-5 (2-dlglts)
D10-6 (3-ollglts)
Dl0-1 liE(l-dJglt)
Dl0-2 bulllt2-dlglts)
Dl0-3 (3-dlglts)
A 12 12 12 10 10 10
B 24 36 48 18 27 36
c 112 12 12 112 12 12 D 3 3 3 2 2 2 E 4C 4C 4C 4B 4B 4B F 3 3 3 2 2 2
G 10C 10C 10C 6C 6C 6C
H - 3 2 12 - 3 3 j 4 3 3 4 4 4
K 1 112 1 12 1 12 1 112 1 12 1 12
L 4 58 4 58 4 58 3 58 3 58 3 58
M 4 78 4 78 4 78 3 78 3 78 3 78
6
cent037bull MOUNTING HOLE
Thickness 0080 AuMinuM or
Yellow Reflectorlzlng Buttons
Yellow (Non-Reflective)
TYPICAL Hl-2
Galvanlveol Steel
0 0 0 0
0 0 0
Mounting Height Sholl Be 40 To BottoM Of Sign
TYPICAL LOCATION FOR Hl-2
DIRECTION OF TRAFFIC bull
7
TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)
_STRIPES 45bull
R150
YELLOW STRIPE PANEL TO BE
BLACK STRIPE BOLTED TO POST IN TvO PLACES
AT ANGLE
---P-5 POST ASSEMBLY 24d
~ SHOULDER OR CURB LINE
48 EMBErENT
1
LEFT PANEL RIGHT PANEL
MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD
COLORSI
ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED
OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
6
cent037bull MOUNTING HOLE
Thickness 0080 AuMinuM or
Yellow Reflectorlzlng Buttons
Yellow (Non-Reflective)
TYPICAL Hl-2
Galvanlveol Steel
0 0 0 0
0 0 0
Mounting Height Sholl Be 40 To BottoM Of Sign
TYPICAL LOCATION FOR Hl-2
DIRECTION OF TRAFFIC bull
7
TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)
_STRIPES 45bull
R150
YELLOW STRIPE PANEL TO BE
BLACK STRIPE BOLTED TO POST IN TvO PLACES
AT ANGLE
---P-5 POST ASSEMBLY 24d
~ SHOULDER OR CURB LINE
48 EMBErENT
1
LEFT PANEL RIGHT PANEL
MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD
COLORSI
ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED
OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
7
TYPICAL ABUTMENT W ARNIN~ PANEL ltHl-3 LEFT amp RIGHT)
_STRIPES 45bull
R150
YELLOW STRIPE PANEL TO BE
BLACK STRIPE BOLTED TO POST IN TvO PLACES
AT ANGLE
---P-5 POST ASSEMBLY 24d
~ SHOULDER OR CURB LINE
48 EMBErENT
1
LEFT PANEL RIGHT PANEL
MATERIAL1 SHALL BE 0080 THICKNESS ALUMINUM) OR 34 PLYvOOD
COLORSI
ALTERNATE YELLOW AND BLACK STRIPES YELLOW STRIPES TO BE REFLECTORIZED ALTERNATE vHITE AND ORANGE STRIPES FOR CONSTRUCTION AND MAINTANCE OPERATIONS) BOTH REFLECTIZED
OR GREATER TO CLEAR GUARD RAIL BY MAXIMUM OF 6
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
PANEL
For Both Panels Jicle Jhlte Stripe Typ
For Both Panels
4 Wiele Black Stripe Typ 8
20
Dlo For Rivet Typ lt5 Places Both Panels)
Hl-lOB
ATTENUATDR FOR GREAT SYSTEM BARRIER NOSE COVER
Hl-lOC L or R
1
4 wlcle White Stripe
4 Jicle Black Stripe
Hl-lOA ATTENUATDR PANEL
NDIE The Striping Is To Be Mounted On 032 Alulllnull Panel Using Alternatlng Black ancl Jhlte Strlpes Sloping Down at an Angle Of 45bull The AlulllnUII Panel Sholl Be In Accorclance With ASTM B209 Alloy 6061-T6 The Silver Reflective Sheeting Shall Be In Accorclonce Jith Moss Dept oF Public works Specification M9302 Encapsulatecl Lens ReFlective Sheeting Palnt For Black Stripes Shall Be In Accorclance Jith The Sheeting Manufactures Specification For Black Silk Screen Ink For Hl-lOA Hl-lOB 8c Hl-lOC
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
100 MIN
EDGE LINE
TAPER LINE
2
8 CHANNELIZING LINE
EDGE OF PAVEMENT
VARIABLE RADIUS
8 CHANNELIZING EDGE LINE
LINES
2
10
I I ----- SHOULDER LINE
t 10~ n ~ - - _~ ~30
EDGE LINE~ TYPICAL EDGE OF PAVEMENT
MIN
TAPER LINE
12bull LINES - -1 r- lSSPACINGshy - - SHOULDER LINE ~ 1 1 311 sLoPE r - 7
VARIABLE RADIUS
8 CHANNELIZING LINES EDGE
EDGE OF ~PAVEMENT
shy EDGE LINE
NDTEI See next p~ge for p~veshyMent Marklngs t~ble
TYPICAL PAVEMENT MARKINGS 0
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
PAVEMENT MARKINGS 4n WHITE gn WHITE 12 WHITE 4 YELLDW
EDGE LINE CRIGHT) CHANNELIZING LINE (GORE) GORE CHEVRONS EDGE LINE ltLEFT) LANE LINE ltONE JAY TRAFFIC) TAPER LINE SHOULDER LINE CHANNELIZING LINE SEE ALTERNATE MARKING~ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ltPAGES 3B-15 L 3B-17)
PAVEMENT MARKINGS TABLE
a
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
11
hiDIE See Current Eclltlon [)f Monual On UnlforM TrofPic Control Devices For Dellneotor Spoclng
bull =Mile Morker
e =10 [)f A Mile Morker
poundjl =1 White Dellneotor
~ =2 White Dellneo tor
=1 Alber Dellneotor
DELINEATOR
100 MAX
SPACING
TYPICAL
Toble
No Color
H1-4 Sincle White Dellneotor Hl-7 Double Jhlte Dellneotor H1-B Single A111ber Dellneotor
[if-9 Post
Mthod oF Att~~g DrhneQtor to P-9 Post
3 Min
4 P-9 Post CGolvoIIIZampd StampRl or ApprovnAltllrnotamp)
H1-4 H1-7 or
H1-8
ELEVATION FOR DELINEATORS
END VIEJ
eight 112 lbs per foot Flnlsh-Hot Dlppecl Golvonlzecl
FRONT VIEJ
TYPICAL P-9 POSTS
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
INSTALLATION OF TYPE SS HIGHv A Y GUARD RAIL FOR PROTECTION OF OVERHEAD SIGN POSTS
TRAFFIC FLOW
______7 5 + 12 5 +--------------1
OVERHEAD SIGN POST 0 ___[_6-0 MIN r CIRCULAR CURVE 375plusmn -+-TANGENT 375plusmnbull
I I I I 1 JJ 1 1 I I middotJ~ I I I i 1 1 I I I i I I I 1
liESEE TABLE ON PG13 FOR DIMENSIONSPLAN VIEW liEliE-50 FOR THRIE BEAM
APPROACH SECTIONTRAILING END ~GROUND LINE I RAMP375plusmn1A -
I II I II ~ f~ H ~ ~ ~ ~ ~ ~ ~ 1 rL A ltSEE PAGE 13) 6-3
ALL POSTS TO BE SPACED 6-3 C TO C ~
bullbullbull STANDARD LENGTH POSTS SHALL ELEVATION VIEW BE USED IN RAMPED SECTIONS
NDTESI 1-LENGTHS OF HIGH~AY GUARD SHOWN ARE MEASUREMENTS ALONG FACE OF RAILING 2-FOR DESCRIPTIONS MATERIAL AND CONSTRUCTION METHODS SEE SPECIFICATIONS AND 40110 AND 40150-401100 3- FOR BACK UP PLATE DETAILS SEE 40160 AND 40180 4- DETAILS SHO~N HEREIN ALSO APPLY TO THRIE BEAM GUARD RAIL EXCEPT AS OTHERWISE NOTED 5- WHEN PLACED IN MEDIAN CHANGE TO THRIE BEAM 8 HIGHT OF 2-6 12+1 6- POST TYPES SHALL NOT BE INTERCHANGED IN ANY CONTINUOUS RUN OF GUARD RAIL BRACKETS SHALL BE SIMILAR TO POST
[)
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
GUARD
FULL SPAN - 211
4--t
OVERHEAD STRUCTURE GUARD RAIL INSTALLATIDN
1-9bullttbull
EDGE Cf SHOULDER
-Edge of r-ondwny
SECTION A-ARAIL JITH POST SPACING OF 6-3
SLOPE 8c CANTILEVER STRUCTURES TAILpound FtR DVEJIpoundAD SDf PRDTECnDN 40130
_-10--4 Min
211 SLOPE 4bull1 SLOPE 6tl SUJPE
A B c
THRIE SECTICN BEAM
1-6bullt 3-~1 6-6bullj 7-7bullt 6-D-t 7-9bullt ubull-obullt 12-tbulll
j6-o-t 17-~1 21bull-obull~ 22bull-1bullt =-~-----
dge of rondwny TABLt OF OFFSETS FOR GUARDRAIL FLARED ENDS
i TABLE FDR TYPlCAI JNSTALLAnDN
J IltALL WL I H tU~ I
SPACING OF 6-3
FULL SPAN - 4al SLOPE
A c
SECTICN THRIE BEAM
VERTICAL WU obull-g-t 2-6bull1 sbull-g-t 6-lobullt SLIFED EDGJtlj 1-6bull1 3-3bullt 6-6bullt 7-7bull1 TYPE bullAbull JERii 2-o-t 3-g-t 7-D-1 sbull-tbullt
~
ltU
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
14
TEMPORARY PAVEMENT MARKINGS IN WORK ZONES
Unollvloleol 2 or 3 Lone Hlghwoy Unollvloleol Multi-Lone Hlghwoy
3 doys 14 doys More thon or less or less 14 doys
~
DO NOT
PASS
A
PASS WITH CARE
bull Moy be longer for low volule roocis
I_1-shy
11-shy
1-- 1shy
36
4
36
4I= --I
Divided Mul ti-Lone Hlghwoys
14 doys More thon or less 14
36
4
36
4
doys
I_ t-shy
- t- shy
1 -t- shy
- t- shy
1 -t- shy
I_I--I
30
10I~ t- shy
t- shy
30
[ 1-shy
10 f- shy
14 doys More thon or less 14 doys
I_ t- shy
36
1- ~41t-shy
36
I=-~~4
I_~
-I shy
I-I shy
1
- shy
-
30
10
30
10
NOTES
D Low voluMe hlghwQys should loe defined In QCCordQnce with stQteshywlde policy QS Qpproved loy the FHWA Division Office It Is recoMshyMended thQt up to 400-500 ADT loe considered Q low voluMe roQd
2) Signs MQY loe used lnsteQd of pQveshyMent MQrklngs on low voluMe roQds for up to 2 weeks Q fter which perMQnent MQrklngs Qre required
30 3) On other thQn low voluMe roQds teMporQry or perPIQnent PIQr~ngs shQll loe In plQce before roQd
10 Is opened to trQfflc 4) Edgelines Qre required Qfter 14
dQys on Qll lnterstQte Qnd rurQl30 PIUltl-lQne hlghwQys Qnd on other hlghwQys when stQte policy cQlls
10 for edgellnes 5) For More lnforMQtlon see MUTCD
PQrt IV Sections 6D-1 Qnd 6D-3
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
15
HIGH~AY SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS ltNDN-BREAKA~AY SUPPORTS)
GENERAL NOTES THE CONTRACTOR MAY SELECT ANY STRUCTURAL SIGN SUPPORT MEETING
THE DESIGN CRITERIA OF THE CURRENT EDITION OF THE AMERICAN ASSOCIATION OF STATE HIGHVAY OFFICIALS bullsPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHVAY SIGNS AND SECTION 828 OF THE STANDARD SPECIFICATIONS
REINFORCED CONCRETE FOUNDATIONS FOR SIGN SUPPORTS SELECTED SHALL CONFDRM TD THE APPLICABLE TABULATION REQUIRMENTS BASED DN THE SECTDJN MODULUS AT THE BDTTOM OF THE SIGN SUPPORT POST
THE FOUNDATIONS LISTED ARE INTENDED FOR A SINGLE POLE IN THE DIRECTION NORMAL TO THE SIG~ BUT THE NUMBER DF POLES PARALLEL fD THE SIGN SHALL CONFORM liTH THE CONSTRUCTION DRAVINGS IF IT IS DESIRED TO USE OTHER THAN SINGLE POLE SUPPORTS THE CONTRACTOR SHALL DESIGN THE FOUNDATIONS FOR SAME AND SUBMIT HIS DESIGN CALAULATIDNS JITH SKETCHES
ACCEPTANCE OF THE DESIGNS OF THE SIGN SUPPORTS AND SIGN SUPPORT FOUNDATIONS JILL BE CONTINGENT ON THE DEPARTMENTS REVIEw AND APPROVAL OF DESIGN CALCULATIONS AND SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR
THE INFORMATION GIVEN BELOW IS TO BE USED IN CONJUNCTION liTH THE TABLE ON PAGE 16
THESE TABLES ARE N0I TO BE USED FOR THE DESIGN OF CANTILEVER SIGN FDUNDATIONS
2 CL
A SEE CHART ltPG 16)
13 SPIRALS 3 PITCH(TYP)
I PRDPOSED GRADE
D+12 LIMIT OF CLASS A 12
L
at ltJ u R
CEMENT CDNC MASDNRY
VERTICAL REINFDFCEMENT SEE CHART CDLUMN A
NDTESCEMENT aNRETpound Fm numATIDNS m BE CLASS A CEMENT ClNCRETE MASONRY A MINIMUM SI[FE [F 118 PER FT FROM EDGE OF BASE PLATE m rACE llF CDNRpoundTE
Lr a mP a JDTT[J4
TYPICAL SIGN SUPPORT FOUNDATION
TYPICAL DETAIL OF ELETRICAL CONDUIT SVEEPS TO BE PLACED IN STANDARD OVERHEAD SIGN FOUNDATIONS
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
16FOR OVERHEAD DIRECTIONAL SIGNSbull
NON-B REAKA vi A Y SUPPORTS
S~Ctlon HodiAus ot Section Modulus ot Bottotol of SUpport B D+ A Bot-toP of Support B D+ A
~) (Jn8)
I ~1Z2J~ ALL IIIIC~~ESS ~~223~ YllLL IIIICK~ESS to 212 30 6-6 12-15 0 to 363 30 8-6 8-18 ~121 to 255 36 6-6 8-16 3631 to 436 36 8-6 14-16
553 to 299 36 7-0 14-15 4361 to 516 36 9-6 10-iB 2998 to 336 42 7-D 12-15 5161 to 603 36 10-6 30-5 3365 to 400 42 7-6 10-16 6031 to 697 36 11-0 24-6 4006 to 445 42 8-0 16-5 6971 to 797 42 11-0 10-19 4451 to 489 42 8-6 8-17 7971 to 904 42 12-0 38-15 4896 to 534 48 8-0 10-16 9041 to 1018 42 12-6 22-7
10181 to 1138 48 12-6 10-9 (2500) WALI IIIC~~ESS 11381 to 1265 48 13-6 36-5
12651 to 1400 48 14-0 16-8to 2991 30 8-0 12-16 14001 to 1540 48 15-0 14-9~911 to 329 36 7-6 8-7
291 to 369 36 8-0 12-16 3691 to 409 36 8-6 10-7 ~~000) JALL TlIICK~ESS 4091 to 456 42 8-0 10-7 0 to 414 36 8-6 20-5 4561 to 503 42 8-6 10-7 4141 to 499 36 9-D 12-16 5041 to 549 42 9-0 22-5 4991 to 591 36 10-0 12-7 5491 to 630 42 9-6 12-5 5991 to 691 36 11-0 12-9 6301 to 682 42 10-0 22-15 6911 to 799 36 12-0 14-tt9 6821 to 712 48 9-6 10-7 7991 to 915 36 13-0 16-tt8 7121 to 757 48 10-0 22-5 9151 to 1039 42 13-0 14-8 7571 to 798 48 10-0 22-5 10391 to 1170 42 14-0 16-8 7981 to 836 48 10-6 16-16 11701 to 1310 42 14-6 14-9 8361 to 919 48 11-0 12-17 13101 to 1457 48 14-6 22-tt7 9191 to 1006 48 11-6 20-16 14571 to 1612 48 15-6 34-16 10061 to 1096 48 12-0 12-8 16121 to 1775 48 16-6 28-7
17751 to 1946 48 17-6 18-tt9 ~~1~~middot) IJ8L THIC~~fSS 19461 to 2125 54 17-0 16-tt10
to 291 30 7-6 12-16 to 345 30 B-0 10-7 ~~~2~~middot~ J8LL TIIICK~ESS~911
451 to 399 36 8-6 10-7 0 to 458 36 9-0 22-tt5 3991 to 452 36 8-6 20-5 4581 to 552 36 10-0 14-17 4521 to 505 36 9-6 24-5 5521 to 655 36 10-6 16-7 5051 to 548 42 9-0 22-5 6551 to 767 42 11-0 12-8 5481 to 591 42 9-6 12-17 7671 to 888 42 11-6 36-5 5911 to 634 42 10-0 18-6 8881 to 1018 42 12-6 14-18 6341 to 679 42 10-0 14-17 10181 to 1156 42 13-6 20-7 6791 to 755 42 10-0 30-5 11561 to 1303 48 13-6 12-19 7551 to 843 48 10-6 12-7 13031 to 1459 48 14-6 22-17 8431 to 937 48 11-0 26-i5 14591 to 1629 48 15-6 19-i8 9371 to 1035 48 12-0 30-ttS 16241 to 1798 48 16-6 38-6 10351 to 1139 48 12-6 10-19 17981 to 1980 48 17-6 12-11 11391 to 1247 48 13-0 14-8 19801 to 2172 54 17-0 16-10 12471 to 1360 48 14-0 20-7 21721 to 2372 54 18-0 30-B
~~3596) WALL TlIIC~~ESS (~6~50) JALL IIIC~NESS to 310 30 8-0 0 to 500 36 9-6 24-5
~101 to 372 30 8-6 5001 to 604 36 10-0 10-18 721 to 439 36 8-6 6041 to 718 36 11-0 12-8
4391 to 512 36 9-6 7181 to 8bullU 42 11-6 20-tt6 5121 to 591 36 10-0 8411 to 974 42 12-6 10-19 5911 to 676 42 10-0 9741 to 1117 42 13-6 12-9 6761 to 766 42 10-6 11171 to 1270 48 13-6 36-5 7661 to 862 42 11-6 12701 to 1433 48 14-6 22-7 8621 to 963 48 11-6 14331 to middot 1605 48 15-6 24-7 9631 to 1070 48 12-0 16051 to 1798 48 16-6 38-6 10701 to 1183 48 12-6 17881 to 1980 48 17-6 12-11 11831 to 1301 48 13-6 19801 to 2182 54 17-6 22-8
21821 to 2392 54 18-6 24-18 23921to 2615 60 18-0 42-16
bull THE SECTION MODULI LISTED ABOVE ARE TO BE USED FOR STEEL SIGN SUPPORT POLES ~ITH AN ALLD~ABLE ~DRKING STRESS OF 49764 PSI IF POLES OF AN ALTERNATE MATERIAL ARE USED THE + THE ACTUAL DEPTH OF FOUNDATIONSECTION MODIU OF THE POLES SHALL BE VILL BE THE D DIMENSION ABOVE
6LLOWABLE WCR~lG STRESSMULTIPLIED BY THE RATID PLUS THE 112 REVEAL497amp4 MINIMUM DISTANCE FROM CENTER OF THE ANCDR BOLTS TO THE FACE OF THE CONCRETE SHALL BE 5
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
17
TYPICAL SIGN INSTALLATION AND LOCATION
4 mln--1 2( Dalrable I
~--------------------~
~ BOSTON
Edge Of Shoulder Or Curb
Line - shy
18 In Width Middle Post Required For Signs Over
cl
GENERAL NOTES BREAKA~AY SIGN SUPPORTS SHALL BE FABRICATED FROM STRUCTURAL STEEL
AND SHALL CONFDRM TO THE BREAKA~AY DESIGN SHO~N ON THESE PAGES OF STANDARD GROUND MOUNTED SIGN SUPPORTS BREAKA~AY DESIGN AND TO THE APPLICABLE REQUIREMENTS OF THE MASSACHUSETTS DEPARTMENT OF PUBLIC ~ORKS STANDARD SPECIFICATIONS FOR HIGH~AYS AND BRIDGES
STEEL
DESIGN CONFORMS ~ITH tAASHTO STANDARD SPECIFICATIONS FOR HIGH~AY SIGNS LUMINARIES AND TRAFFIC SIGNALS bull ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM-A36 FLANGE HOLES FOR FUSE BOLTS SHALL BE DRILLED ALL HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 TIGHTEN THE HIGH STRENGTH BOLTS IN THE BASE PLATE CONNECTION ONLY TO THE TORQUE SHOwN IN THE TABLE DO NOT DYER TIGHTEN NOTCHED STEEL FUSE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTMshyA36 ALL HOLES SHALL BE DRILLED ALL PLATE CUTS SHALL BE SAY CUTS ALL BOLTS OTHER THAN HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM-A307 CLASS A ALL BDLTS NUTS AND ~ASHERS SHALL BE GALVANIZED AS PER ASTM-A135 STRUCTURAL STEEL RICATION EXCEPT AS IN ALL CASES THE DEPTH
SHALL NOTED
BOTTOM
BE
OF
GALVANIZED
THE FOOTING
AS
S
PER
HALL
ASTM-A123
BE PLACED
AFTER
TO THE
FABshy
DESIGN
ALUMINUM J
PANELS ATTACHMENTS AND HARD~ARE SHALL CONFORM TO THE REQUIREMENTS OF MDP1 SPECitiCATIDNS
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
18 ALUMINUM PANEL
P~nel Bolt ASTM-B2U AlUIIInUII Alloy 2024-T4 38-16x34 Long
MiliE All Extruded Alu111inuP1 Pnnels Shnll Hove Side Moulding
ISOMETRIC SHOvING SIGN COMPONENTS
DETAILS
CHANNEL
Thlckn~ss 0125 Allllllnull Sign
---- Pon~l ltTyp~ Bgt AllllllnUII Alloy 6063-T6 ASTM-B221
Ponel Bolt L JoshershyAllllllnUII Alloymiddot 6262-T9 38-16 ASTM-B211
NOTEbull The Post Clip Method M~y Be Used wlth A Tee Be~ll Section Dn Ground Mounted Signs Only The Post Clips Must Be Used At E~ch Alulllnul Ch~nnel Att~ched To The Sign P~nel Post Clips Sh~ll Not Be Used wlth bullzbull B~r Sections Belts Must Be Used 1f A bullzbull B~r Section Is Used
I 1
12
~ _- Ponel Bolts_ --__ t bull 1shy r cJ12 wJ i r
1~ cJj J z
II)
) 1middotTI1
6 J 12~ i II
REAR ELEVATIONtWIE Pnnel Bolts To Be Pl~ced Sylllletrlcnlly About It [)f Sign
Showing ArrangeMent Of Post CUps (Both Posts Dr All Posts) And Ponel Bolts
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
19
THICKNESS 0125 ALUMINUM SIGN PANEL ltTYPE Bgt ALUMINUM ALLDY 6063-T6 ASTM-B221
3 Hlnshy6 Mox
PANEL BDlT-AIUMINlJI ALLDY 202-4-T-4 318 -16x3-4UlNG ASTM-B211
NDTEbull EACH TEE BEAM SHALL BE ATTACHED BY 10 POST CUPS -4 CN THE EXIT AND 6 CN THE SIGN PANEL
12
12
ATTACHMENT ltES-2
tmE VITH A TEE BEAM GROUND
ATTACHED TD
SECTION IS USED POST CUPS CN
r--------- 6 Panel If NHdiCII Shall Bot
ALUMINUM PANEL DETAILS
ISOMETRIC SHOWING METHOD OF FOR EXIT TAB
TO SIGN PANELgt
THE POST CUP HETIIlD MAY BE USED SECTION DN
MOUNTED SIGNS ONLY 11pound POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL
Ttpound SIGN PANEL POST CLIPS SHALL NOT BE USED VITH Z BAR SECTIONS IO fS MUST BE USED IA A bullzbull BAR
GRDUND SIGNS IN_Y
Used Dnly Dn n ~ IJfgt This PoML
For Post Clip Detoll-See Stondord Ground Mounted Sign Supports Breokowoy DeSign
And Bolt
ISOMETRIC SHO~ING METHOD OF ATTACHMENT FOR EXIT TAB ltEl-5gt--TO SIGN PANEL
Eoch Tee Beoll sholl be ot1oched by 12 Post Clips 6 on the Exit Tob ond 6 on the sign ponel
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
---1 31164 Cllp-AlurHnul Alloy 356-T6 ltSG70A)1-J-middot------e 11164 ASTM-B26
318-16 UNC
Serroted Surfoce
f ~~
l--916-
Mo chine Bolt-Stotnless Steel Alloy 304
58
1111111
1------1 34-------1
Lock NuT
Ftot Vosher 34 Dlo x062ASTM-A-193-Groae BB or with 406 Dlo hole ASTM-A-276ASTM-A-194-Groae 8 Type 302 ltStolnless Steel)
Nut- Stolnless Steel Alloy 303 ASTM-A-193-Grode B SF or1-----1 31164------l ASTM-A-194-Groae SF
POST CLIP AND BOLT DETAIL ltFOR EXTRUDED ALUMINUM)
ALUMINUM PANEL DETAILS ru C)
1 38
D1 364~
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
21 TYPICAL EXIT TAB (El-5) INTEGRAL
u 10-0
9 Border RodiUs
3-6 ------X----1
8-67bull-obull 18middot
T ~XIT ocent 6middot L10 lSJ i Ibull -3l--+-3Lshy
4-0
El-5 TYPICAL EXIT TAB ATTACHED TD SIGN PANEL
8-0+----32-------18-3 20----f MiniMUM MiniMUM
PART OF El-l TYPE SIGN)
bullB Height of Sign - Rodlys
Up to 2 3 25 to 4 6 45 to 6 9 65 amp Over 12
The llniiUI dlstonce for X sholl loe one (1) foot ONE DIGIT (EXIT 0) L=7-0 T10 DIGITS CEXIT 00) L=8-6 THREE DIGITS (EXIT 000) L=l0-0 fOUR DIGITS ltEXIT 0000) L=12-0
X=9-0 for 4 Digits X=7-6 for 3 Digits
X=6-0 for 1 or 2 Digits
+-H--E X IT rt-irt------ -
I I I I
I I I I
+++-~__ __
~ for nur~loers
Legend 8 Border-Whlte (Reflect) Bockground------Green ltReflect) Arrow Design-----bullA
E5-1A
ARRDJ 8 DNLY=APPRDX 46 Sq Ft OF Polnt
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
lt3
- 85 ---j
~ ~ I ~ B ALIJMINUM
i i7i 8
~I I 1 a sect Ill ~-a-111 1
TYPICAl INSTALlATION FOR SIGNS WITH AREA OVER 20 SQFT UP TO 40 SQFT
NOTE-EAST OF LONGITUDE 71-41 USE S5 X 10 POSTS YIEST OF LONGITUDE 71-41 USE S4 X 77 POSTS SPACING OF POSTS AND fOUNDATlON DETAIL AS SHOWN FOR SIGNS UP TO 0-obull IN MDlH OVER 5-obull IN WID1H SPACING BETYEEN POSTSbull 06 X WI01H FOR BASE CONNECTION AND FUSE PLATE DATA SEE PAGE 23
r--134---j
15jJ2 ~_L f---------r
te----J1 bull
FURNISH 2-012+THICK AND 2-032-plusmnrHICK SHIMS PER POST SHIMS SHALL BE FABRICATED FROM BRASS SHIM STOCK OR STRIP CONFORMING TO ASTM-836
SHIM DETAIL
GRADE
ll(SEE TABLpound FOR S1Zpound)
DRIUEO SHAFT (aASS A CONCRETE)
FOUNDATION DETAILS FOR SIGNS WllH AREA OVER 40 SQFT
PL THICKNESS= T2 A
I dU rf ~a~ f
STIFFENER PLATE DETAIL ()SEE TABLE FOR DIMENSION ()
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
23 BASE CONNECTION DATA TABLE
~Tho ~l
BOLT SIZE ampTORQUE A B c D E T1 T2 R
16 X 12 i )( 31 tlth tfThreod
TORQUE 4501
5 2 li 2r 1 ~middot r ~middot r ~ 16 X 15
18 X 18
18 X 21
V10 X 22
r X 4 lith 1i Threod
TORQUE 7501
6 2i 1a 3 ~middot 11 1 J Pi ~V10 X 26
12 X 26
12 X 30 8 2r 1 i 5 ~middot if 1 3
4 Pi ~ 112 X 40
S 4 X 77 r 3r With 1i llread TORQUE 2001
SEE DETAIL S 5 X 100
See Poges 29 amp 30 for Bose Plote Asser~bly
FUSE PLATE DATA TABLE
~ F G H J K L N Ds T3 nr DIA
IJT DF EACH FUSE PL~~~
J6 X 12 3 2 tf 4 2f amiddot i amiddot amiddot 160
J6 X 1S 4~middot 2f 1f 6 3~middot 1f f fr r r 375
J8 X 18 4 2f tf sf 2r 1f f fl r r 327
va x 21 4t 2f 1 ~middot sf 2) 1f r ti ~middot
393
w10 X 22 si 3 l ~middot sf 2f 1 ~middot r li i i 475
W10 X 26 sf 3 1f sr 2i 1 i ~middot i I 479
r12 X 26 sf 3 ~~middot 6~ 3~ 1 ~middot i li ~middot i S42
W12 X 30 sf 3 tf 6f 3 ~middot 1~middot r li i i 542
V12 X 40 s~middot 3 l ~middot 8 5 1 1F 1Jt i l 612
S 4 X 77 3f 1 tf 2i ti i ~middot l r r 064
S 5 X 100 3sect 1 ~middot tsect 2f 1 ~middot l r i r r 064
See Poge 27 For Fuse Plote Detolls
FDUNDATIDN DATA bull ALTERNATE ~A STUB
lEIjfH STUB PRDJ
DR s~(T
BARS ll SIZE fif~ DIA DEPTH
~~
16 X 12 2-0 3 2-0 I 5 5-6 - -16 X 15 2-Q 3 2-0 I 5 6-6 2-3 6
18 X 18 2-6 3 2-0 I 6 7-0 2-3 6
t8 X 21 2-6 3 2-D I 7 8-0 2-6 6
110 X 22 3-0 2f 2-0 I 8 9-6 2-6 6
110 X 26 3-Q 2l 2-0 I 9 10-0 2-6 6
12 X 26 3-0 2r 2-0 I 10 11-0 3-0 6
12 X 30 3-0 2l 2-0 Ill 12-0 3-0 6
112 X 40 3-0 2f 2-6 I 10 12-0 3-0 6
S 4 X 77 1-6 3f 1-6 I 5 4-0
S5X100 1-6 3f 1-6 I 5 5-0
See Poge 22 For Founclotlon Detolls
bull IF RCC~ LEDGE CR WATER ENCDUNTEREn ALTERNATE FDDTINGS MAY BE EMPLOYED CNLY WITH THE IRITTEN APPRDVAL CF THE ENGINEER
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
24
POST WEIGHT DATA
POST lEIGHT DATA
POST SIZEbull WEIGHT W6 X 12 1584 LB
S4 X 77 961 LB S5 X 100 1226 LB
bull LAST FIGURES=PDST JEIGTH PER FOOT ND TAPER
WEIGHT DATA IS THE JEIGHT OF ITEMS SHOWN FOR ONE PDSTshyltINCLUDES 10 OF POST LENGTH PDST FDUNDATIDN STU~ ~ELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATE AND ALL HIGH STRENGTH BOLT~ NUTSI AND WASHERS)
FOR SIGNS HAVING A TOTAL AREA
IXZ w~~
I-D~ 1shy c (1)(I) lJIshy[J z~ 1shy LaJ 1shy0(I) (I)
JI-~CJz Jltt (I) 1- bulla a ltt (I)CJ wJ CJLL 1shy -oCJJ0 [J1-CJ I CJeq
1shy I- (I) Iamplt[1shy u ~~01-0 0LaJ [J ~-wzltll-01-tIamp0
~ 0
IampJ LaJ v
I 1shylJ z LaJ J
1shy(I) [J D
I
~ z LaJ J
1shy(1) [J 0
OVER 20 SQ FT TO 40 SQ FT
POST EIGHT DATA
PDST SIZEbull WEIGHT 6 X 12 1284 LB 16 X 15 1601 LB W8 X 18 1972 LB 8 X 21 2293 LB 10 X 22 2596 LB
middot shy3017 LBWlO X 26
12 X 26 3023 LB W12 X 30 3531 LB 12 X 40 4606 LB S4 X 77 769 LB S5 X 100 976 LB
bull LAST FIGURES=POST VEIGTH PER FOOT
FOR
VEIGHT DATA IS THE VEIGHT OF ITEMS SHON FOR DNE PDST-ltINCLUDES TOP 6 OF POST1 BOTTOM pound OF POS~ POST FOUNDATION STU~ RELATED BASE CONNECTION PLATES AND STIFFENERS~ FRICTION FUSE PLATES AND ALL HIGH STRENGTH BOLT~ NUT~ AND lASHERS)
SIGNS HAVING A TOTAL AREA OVER 40 SQ FT
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
25I smiddotl
1 T ~Plywood Panel orI
-r
-c
c -
0
4
amp 3
1==1--r
P----I -I
~ 4 (Nom )-- 1079ftbull
02sbull Sheet Aluminum smiddot
1
l
~34 Plywood Panel or 02sbull Sheet Aluminum
Steel Pipe-Length 10
~See Page 22 For
smiddot
t 2 or
2-6
l_
2 bull min
7 min
---- Shim Detail ~ I
Edge of~ 5-0 or Curb Line smiddot-smiddot
3000 psi CementI Concrete Footing T bull 7-obull FOR TOWN LINE SIGN
Max 6I T 1 D-6 with D-8
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
NOTES 1 The Firat Full Height Post Encountered In
The Direction Of Travel Sholl Be Marked By a bullRedbull Delineator and The Last Full Height End Post In The Section Shall Be Marked By A bullGreenbull Delineator
2 Delineators Shall Be Fabricated From Reflective Sheeting
3 P9 Poets Shall Be Erected Within sbull Perpendicular To The Web Of Guardrail Post
Trailing End Approach End
--i~4-~ bull
II 6083-76 Alumin m (oabull thick)P9 Post
t
Deliniation For Guardrail Termini
I) m
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
27 POST COPING DETAILS
+ Fillet Depth + 116 No Cut
CHANNEL
Post Shell Be Sow Cut After Golvonlzlng Surfoce Jill Then Be Trected Jith An Approved ZinC-Rich poJnt Mttetlng The Dept Spttc H70412 CH1l-p-21035) bull
llllliE-Cut Sufoce Jill Not Be Treoted Until Plote Is Instclled tilth All Bolts Fully Tightened
Flcnge
SIDE VIEv
tmE
THE POST CLIP METHOD HAY BE USED IJITH A TEE BEAM SECTION ON GROUND MOUNTED SIGNS DNLY THE POST CLIPS MUST BE USED AT EACH ALUMINUM CHANNEL ATTACHED TD THE SIGN PANEL POST CLIPS SHALL NOT BE USED IJITH Z BAR SECTIONS BCLTS MUST BE USED IF A Z BAR
PL Thickness Ta ~s- Tut ltSiwri 23) Fara Ieight
SECTION IS USED U HS Jolts lrth IW)C H1L lr Hex Nil an nat lilder Eoch Jolt Head And ~riel Dr Flat ~~middot lilder Nut
FUSE PLATE DETAIL
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
flonge Holes for Hinge Sholl Be Drilled Dr SubshyPunched 8c ReoMed
~POST
---FUSE PLATE (lnstoll with Notches T oword BosegtCut To 1116 FroM Fillet Leg
ASTM-A325 Bolts )_ ltFor Beorlng Type
Connectiongt Beveled Joshers For S5xlOO 8c S4x77 Posts flo t Josher On Others ~ Flo t wosher
Field Notebull All fuse plote bolts sholl be 2 34 In length ond hove 2 114 of threod on the end of the bolt All friction fuse bolts sholl be tightened In the presence of the DeportMents representotlve In the field ond In occordonce with the requireMents of Article 21020 with o wrench collbroted dolly ot the Controctors expense ot the project site with o hydroullc bolt tension collbrotor to obtoln the following tension In each bolt
Bolt Size Tension Refer To ---- 12 12000 lbs Sheet 27 58 19000 lbs Fuse Plote 34 28000 llos Detoll 78 36000 lbs
This lnstollotlon procedure sholl coMprise the Inspection required by the obove lentloned speclflcotlon f obrlco tor sholl osselble the signs In the shop with sultoble erection botts for shipMent to the project whereupon sold bolts sholl be replaced with the specified hi-strength bolts ond tested to the values shown obove Inspection shall be occordonce with the above lentloned Article 21020 except thot the Inspection wrench sholl be o torque wrench ond tho t oll botts lnstolled on the vorlous fuse plotes sholl be Inspected
DETAIL HAN HINGE ru 00
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
29 ~
lJW
~ii i~ gtZ ~~ 1~ ~pa
~~
HS BDLT WITH HEX HD t-EX NUT 8 3 VAStpoundRS WITH EACH BOLT SEE TABLE f[]R BilL T DIAMETER AND TORQUE ~
lJSEE BilLTING PROCEDURE z LaJ 1
t-DIRECTIDN c
a[]f TRAFFIC
-siGN PCST
z 4 J a t-u ampamp1 c ~ a
tJ v
[]4 ffi~~ ~~4
STUB PCST TDP OF FCUNDATUlN (SEE FIJUNDATICN DETAILgt
SIGN POST AND STUB POST ELEVATION
f[]R S4x77 AND S5xl00 SHAPES
3 316if ltTYP
12 BEVELgt
932middot--~~-+~shy
ltTYP)
41PL X 58 X 8 121
SECTION SECTIONS SHOVN ARE IN GORE PLATE SLOT FOR INSTALLATION ON
C-C SECTION D-D FOR INSTALLATIONS ON THE RIGHT BEVELS ARE OPPOSITE HAND FROM LEFT SHOULDER
SHOULDER THAT
AND SHOVN
PROCEDE
DURE BASE
FOR ASSEMBLY CONNECTION
I ASSEMILE POST TO STUI VI1H IlLTS AND VITH EN FLAT VASIpoundR 111 ~ IDLT IETVEEN PLATES 2 SHIM AS REQUIRED TO ~ POST 3 TIGHTEN ALL IDLTS THE IWCDU4 PIJSSDIpound VITH 12 TO e5bull WRENCH TD JED VAStDS NGI SHIMS AND TO CLEAN
10T TIRADS ntEN LIJJSEN poundAQt 10T lN TlJDI AND REliGHTEN IN A SYSTDIATIC IJUIER TO THE PRESCAIIED TpoundRGUE ltSEE TAllpound tlf IWamp 23)
4 AFTER THE INJTW TDRUUIN6 It SEaJNII NUT VILL IE USED TD INStiE lT THE F1RST till V1LL t1JT JIG( [Ff S THE IDfTRACTIIt TDGETlD VITH A DEPMTtpoundNf D611Li lit VILL AETUIN TO THE SIGN FIJI TVD INTERVALS
IF 30t DAYS Ft1t 11pound PUIDSE IF MAINTAINING THE PRESCRIIFD Ttlllalpound 6 DOpoundDIATELY MTER THE SECIJoiD RE-TIRIUJNG THE TIP till SHALL IE RDIJIED MD THE THREAD SHALL IE IURll
JUST AmVE 11IE FIRST MIT USING A CENTER fUNCio IN ORDER TD INStiE TtMT 11pound PRESCIDIED 1IRillpound IS MAINTADEJL
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
30
TYP
TYP
HS BOLT JITH HEX HD HEX NUT amp 3 JASHERS JITH EACH BOLT ltSEE TABLE FOR BOLT DIAMETER AND TORQUE SEE BDLTING PROCEDUREgt
1---shy SIGN
---SEE STIFFENER DETAIL ON
r lJ z w J
[J a
STUB ltSEE
TOP OF
POST
PLATE PAGE 22
PROJECT TABLE ON PAGE 23)
FOUNDATION ltSEE FOUNDATION DETAILSTUB POST DN PAGE 23)
SIGN POST AND STUB POST FOR ~ SHAPES ELEVATION
~~--+--4--~+-----~
PLATE THICKNESS=~ ~ ~~----~
A D
SIGN
NOTE
NOTEbull A2 JELD=FLGE
THICKNESS-116
A2
_________
SECTION B-BSECTION A-A
12 -~316
12 -~ 316
SEE TABLE ON SHEET 23 FOR DIMENSIONS SECTIONS SHOJN ARE FOR INSTALLATIONS ON RIGHT SHOULDER AND IN GORE FOR INSTALLATIONS ON LEFT SHOULDER PLATE AND SLOT BEVELS ARE OPPOSITE HANDbull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
ProVIde 314 CIIG IICUC hotbull middot ~n bu plcampufor QGIY drUIClQ4fo
-~3 3116 ~
Section A-A Sectpn B-B S~rctlons shown are for Jnstollotlons on right shoulder oncl In gore Plote slot loevels ore opposite hond rro111 that shown for lnstallatlons on left shoulder
BASE CONNECTION DATA TABLE
Noll Pipe Size Bolt Size 8c Torque
1121 )( 31 WIVt
Dlllenslon
4 ~~t Uls
~ )( 3 318 tt5 l 34 ttreod T~ 41116 bull n Uts
A
sf 6f 7f
B
7f 9f 1of
c D
1
lf 1t
3f 4 4f
E
y 4
f f
F
6f 8
ar
T
r 1 1
Direction of Trofflc
HIStrength bolt with hex heocl n~ a 3 woshers with eoch
Rellove oU ~~lt See tolole for loolt dlo111eter gol vonlvtng d torque See bolting procedure or beads In wosher
runs ~
oreo -1
hex
12
~8
Ls~lo _Top of F oundo tlonProjection and Ftnlshed Grade
-Stub Post
D6 8c DD6
l SIGN POST AND STUB POST ELEVATIONl
li_ bullPtotes for Joose connection sholl conPorll with the requtre~~~ents of ASTM-A36
t- t34-j GENERAL NOTES 1~32~_j_~f
BREAKAWAY SIGN SUPPORTS SHALL CONFORM TO THE SREAKA~AY DESIGN SHO~N e ~ ON THE SHEETS FOR GROUND MOUNTED SIGN SUPPORTS BREAKAWAY DESIGN FOR THE D-6 AND D-6 ~ITH D-B SIGN DR SIGN ASSEMBLybull AND THE MASS DEPT DF PUBLIC r-1WORKS STANDARD SPECIFICATIONS FOR HIGHJAYS AND BRIDGES
THE STEEL POSTS SHALL BE SEAMLESS STEEL PIPE AND SHALL CDNFDRM TO FURNISH 2-012+THICK AND 2-0J2+1HICK THE ASTM DESIGNATION A53
ALL HIGH STRENGTH BOLTS NUTS AND riASHERS SHALL CONFORM TD ASTM-A325 ~~bMR~C~~DPfWcfM S~~~~SS~~Ifl ~foCK OR STRIP CONFORMING TO ASTM-836TIGHTEN THE HIGH STRENGTH BOLTS IN THE SASE PLATE CONNECTION ONLY TO
THE TORQUE SHOIJN IN THE TABLE DO NOT OVERTIGHTEN SHIM DETAILALL BOLTS OTHER THAN HIGH STRENGTH SDLTS SHALL CONFORM TO ASTM-A307 CLASS A
ALL STEEL HARD~ARE SHALL BE GALVANIZED AS PER ASTM-A153 SEAMLESS STEEL PIPE AND BASE PLATES SHALL BE GALVANIZED AS PER ASTM-A123 IN ALL CASES THE BOTTOM DF THE FOOTING SHALL BE PLACED TO THE DESIGN DEPTH wTHE LEGEND AND BORDER FOR D-6 SIGNS SHALL BE HIGH INTENSITY ENCAPSULATED LENSE
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
32
TYPICAL PANEL ATTACHMENT TO OVERHEAD SUPPORT
gbull WIDE SLOT lYP 16 ENLARGED DETAIL OF
TOP OF CONNECTING ANGLE
D~ SIGN
HEIGHT 5aDIA BOLT
WITH FLAT AND LOCK WASHERS AND HEX NUT STAINLESS OR GALVANIZED STEEL
8 D
69 4
90 6
111 8
1j2 U-BOLT WITH FLAT AND LOCK WASHERS AND HEX NUTS STAINLESS OR GALVANIZED STEEL
4X3 1if~ ALUM Z-BAR1
U-BOLT DETAIL
~DIA STAINLESS OR GALVAN IZED STEEL U-BOLT WITH HEX NUTS AND FLAT AND LOCKWASHERS
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
33
TYPICAL PANEL ATTACHMENT TO
1 I
1
l
SAME HEIGHT
AS SIGN ----411shy
I
4X31 X 1 Z BAR 16 4
ALUMINUM
r
11158
6 L I Lo421
2
THESE ARE PUNCHED ONLY IF SIGN HEIGHT ALLOWS
-------$ OF LENGTH
11 1 16WIDE X 24 LG
PUNCHED FOR SIGN BRACKET ANGLE FASTENER lYP
5 1i6 WIDE X LG2 PUNCHED FOR SIGN FASTENERS TYP
OVERHEAD
SLOTIED HOLES
SPACED 12 ON
CENTER AS
REQD
SUPPORT (CONTD)
TYPE A
VERTICAL MEMBER FOR SIGN WITH NO 6 PANEL
gTs WIDE X 2- LG PUNCH FOR U-BOLT TYP
lYPE B VERTICAL MEMBER FOR SIGN WITH 6 PANEL OTHERWISE
SAME AS ABOVE
I
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
34
With w[houTTab
I
~ East of long
-shy 6(Nom) (length 10
est of Long
-shy (Non) ength 1 amiddot
Elevation
~---------------- 10 ----------------~
T PANEL= r Plywood or 025 Sheet Aluminun
4 OR 5
6
2 or
2-6
3 ~-----+-~-------------------------------r-_l__
11middot-41 use Steel Pipe-1897 1Ft
7bull min71-41 usemiddot
Steel Pipe-1462Vft
of panels and embedment of footing
I same as 06 with DB
I I LJ
r- 2 __
Double D-6 with D-8
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
35 ti FOR PLYWOOD PANEL
~f FOR AWMINUM PANEL
14 Plate Weld to Top of Sleeve
I
TOP VIEW
amiddot-omiddot ~ ____I-- bull6~ ------- 7 Spaces of 1 Each --------4 6
516 Weld
l Drill both wall and post tn alignment 8c bolt with 38x8 Hex bolt 8e nut for 6 Post Cop
316 Post Cap 10==64 shy 4Wall Thickness 4amp 5 Same as Below
FRONT VIEW
SIGN BRACKET FOR DOUBLE D-6
4 Post Cap ID=4~~~Wall Thickness
5 Post Cap 10=5~~-iWall Thickness
1316 FOR PLYWOOD PANEL 516 FOR ALUMINUM PANEL e Weld __ f
~ ~ 41D Weld 4
TOP VIEW
~~r---~----27------------4_____ 5 5---
0 0
-LL------~~==~~~----~2~ 1Piate welded tcftop
head bolts 8c hex nuts 4 of sleeve or enttre Bolt with 12x2 hex
unlt cast 12x1-12 for Aluminum Panel middot
for PI ywood Panel
Drill both walls in alignment for hole amp bolt with 38x6 hex head bull bolt 8c hex nut for 4 Post Capamp ~x7 hex head bolt amp hex nut for 5 Post Cap
FRONT VIEW
SIGN BRACKET FOR D-6
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
36
1-4---------- 7 ---------t
f (
For plywood panel use 38x1 2 hex head bolt amp hex nut with lock washer amp Gal Flat Washer
3 18 x 12 Hex
head bolt amp hex nut with lock washer
-L-4-L--1 T ~lro
--+------ _l
NOTE For 0-8 Attachment Use 2 Clamps Formiddot Each sign
1-EP-11 11-EP-II
CLAMP FOR D-8 ATTACHMENT
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
15 Iamp
15 13 14 1
13 11 11 r
11 ho
1
D 7 8
7 5 6 1
5 3 4
3 2
4
1VIO POS1S 1
r- f r-
r-
r--
6
i- ~1 -l
-- r- ~c
L fj
6
1 1
~ ~ 4
lt 1-~
L v 5 [ r-- fllt
1_ ~
-- middot
Llt ~
L - =6 r- - L~l~-r
Ishy r--- ~ ~
~ Jj shy -r- i- ~-lt
~ ~ r- r- 1- ~ 9
--
_-pmiddot Ishy -1shy -shyIshy --t-
I-shyI-shy
_ shy 1--tshy-rshy
--1-shyr- r-shy rshy
10 12 ~ 14 ~-16 ~-
-- r--shy
~-
1HREE POSTS
-I ~C I IIU 111 ) oJ tvl [L u f-shy 1JI~
r- Ishy ~ omiddot
-r-_L ~I~ 1-- rshy
-r-t--t-shy- IV 2 I-
r- rshy~ I-shy -1 --shy _wt rshy
- ~ fS -
I--~ ~ It ---shy-~~(P -1--r- J~ lv rn 1--I-shy- ~~ -r-- I-rshyl r-r-shy-rshy bullmiddota x cshy -I-rshy --rshy --t-shy
r-- t-shy w J) JC -
18 20 22 24 26 28
Ukx~middotll-0 TD
8
w-o- NOTE IJhen the design of o structure falls X=gt 10-G TD 12-0 between the two Unes on the chart X=- 6-~ TO 8-o ALIJAYS GO UP to the next neorest lineSIGN wIDTH IN FEET to choose the size of the section
oIND ZONE 1 EAST OF LONGITUDE 71deg -41
V = 90 MPH P = 35 PSF x Cd Ch APPROD NDTEt ( EQUAlS lHE AvffiAGE HElGiT FROM lHE GROOND UNE TO lHE BOrnraquot EDGE OF lHE
BRIDGE ENGINEER TRAFFlC ENGINEERSIGN AT POST LOCATIONS MAXIMUM DISTANCI 12
Vol -J
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
15 16
I I I 1
1 15 13 14
1 13 11 12 1
~
11 ~ 10
9 7 8 ~
7 5 6 - 5 3 4
~3JJ2 2 4 6
TWO POS15
l
~(I
I 1~I-i ~
1 r- - middot --- [ - Tlt b
[
[
- rc -
1- [ 9 r-
r- r--
(~
[10 1- -
-
[ IVj )~ rshy lt -r--shy~gt rshy
~ r r-- ~middot~ h -r-shy
r- ru r-shy-shyI-shy rshy- ~middot- r--shyI-shy I --~---
1shy --rshy -r
8 10 12 14 16 18
SIGN WIDTH IN FEET
JIND ZONE 2 JEST OF LONGITUDE 71middot -41 V = 70 MPH P = 212 PSF x Cd Ch
NoMogrophs to loe used where signs panels ore over 40 sf
t
r--
1shy
-shyr-
THREE POSJS
I- ~ ~- ~p
- I---
1shyr-- rJr r--rshy
I---
t~ r-shy Lvo -1-shy --~ I1
r- _ r-shy --1--
r- r--rshy 10~1~-1-t-shy -r--shy- --1-shy-r-shy~ b ~1 p
-- 1-1shy - r-1-shy
20 22
24
26 28
NOTE IJhen the design of a structure falls between the two lines on the chart AL JAYS GO UP to the next neorest line to choose the size of the section
APPROVED
x- 8-obull m 10-obull X=gt 10-obull TC 12-obull
L-----X= 6-obull TO 8-obull
NO TEl middot~ EWALS 1liE AtWE HBIJff FROM THE GRltIUND UNE TO 1llE BOlTOU EIXI OF lHE SGN AT POST LOCA1100S tIAXIWU DIST~CE 12 BRIDGE ENGINEER TRAFFlC ENGINEER
(N ())
II
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
GENERAL NOTES The signs) foundo tlons) ond supports sholl be fobrlco ted ond erected to
conforM with the following
The DeportMents Stondord Specifico tions for Highwoys ond Bridges (1988 edition ond os subsequently oMMended)
The DeportMents Monuol on UniforM Trofflc Control Devices (Current edition of the MUTCD with subsequent OMMendMents)
The AASHTD publico tlon entitled nspeclflco tlons for Design ond Construction of Structural Supports for Hlghwoy SlgnsK (current edition)
The DeportMent hos stondordlzed certoln signs ond supports) poveMent Morklngs) ond other delineo tion The design) ploceMent) etc of these os shown herein sholl be used on oll controcts os needed
All stiffeners) bolts) nuts) cloMps) oncl ongles (steel or oluMinuM) Must be designed by the controctor or his ogent to wlthstond oll design loods ond forces
~hen designs other thon those shown os DeportMent Stondords ore recoMMended) perMission to use other designs Must be obtolned froM the DeportMent before fobrlco tlon or erection
w 0
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
40
Ter~porory wooden Yielding Supports
2N2N
7
VARIES
VARIES Up To 50 Sq Ft
6 N -----ill~
6u FroM Surfoce
Holes
5
NOTES 1 FOR SIGNS OVER 50 SQ FT~ CALCULATIONS MUST
SUBMITTED FOR WIND LOAD AND POST SIZE 2 USE 6 X 6n DOUGLAS FIR DR SOUTHERN YELLOW
BE
PINE
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
41
PAVEMENT MARKINGS AND SIGNING FOR TRANSITION FROM 4 LANES DIVIDED TO 2 LANES
AT D
MATCH LINE A
36x36
middot~-BEGIN CENTER LINE
12 LANE WIDTH
END CROSS HATCHING AT 26 PAVEMENT WIDTH OR WHEN D=600 140 WHICHEVER IS
750 SHORTER ~ 36x36
8 YELLOW CROSS _ HATCHING LINES BEGIN TAPER 20 SPACING AND 45degANGLE
750 END
8 YELLOw --- shyCHANNELIZING LINES
12 LANE wIDTH
30x30 WHITE LANE LINE
LANE LINE
36x36I 300 I
MATCH LINE A
36x36
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
42
w z _J
w lJ Q w v
100
CLIMBING LANES
Tnper ns per MDPV Htghwny Design Mnnunl u u
R4-1
J L D ~ reg w
~ a
Q ~ 100 100 a
CREST OF HILL
Qw a z 100D 100N
lJ zz ltt Vl QVl w ltt ~ rega D
W9-l(R) ~9-l(R)z ltOPTION AU ltOPTIONAL)100
w z J
w lJ ~ w
TWO LANE-TWO WAY DIVIDED HIGHW A Y HIGHwAY
LEGEND 18c3 BEGINING OF NO-PASSING ZONE 2amp4 END OF NO-PASSING ZONE 2amp3 BASED ON LIMITED SIGHT DISTANCE 1amp4 OPPOSITE BEGINING OF CLIMBING LANE
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
--
43
BEYOND MATURE
DD
FACE OF FOOTING
EDGE OF 20 PAVEMENT PLANTING LIMITS
5--r------20--+---1---1
DD SIGN SUPPORT PROTECTION TRAFFIC FLOW
EDGE TRAVELED VAY
r-u -u 1--1 r Jgt o 3]gt z
EDGE SHOULDER DR DECEL LANE ~ z p I+ -------------- --- 4+-------f- shy
1--1 UlZ )QWOOD CHIPS ltPLACED
2 GRDvTH) ru
0
SUPPORT
DR OTHER APPROVEDPLAN SPECIES ANDOR SPACING
ct FOOTING
2
ORIGINAL GROUNDELEVATION
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
44 GROUND INSTALLATION M~THDD DE INSTALLATION
STEP 1 Drive Sign Post Anchor To IJithln 3 Dr 4 Of Surface
Sign Post STEP 2 Pre-cut Anchor Sleeve So Thot The Holes Will Motch Ancl Still Be Flush IJith Top Of Sign Post Anchor Drive Anchor Sleeve Untlll Holes Motch As Noted Aloove Then Drive Both The Sign Post Anchor And Anchor Sleeve Until One Hole Is Exposed Aloove Ground For Bolt Connection
STEP 3 Insert Sign Post Ancl Bolt In Ploce
NiJIE DriVIng Caps Must Be Used To Drive Posts Retoln 4-0 Depth To Reoch Theoretical Frost Line
GENERAL NOTES BREAKAWAY SIGN SUPPORTS SHALL BE FABRICATED FROM
STEEL AND SHALL CONFORM TD THE BREAKAWAY DESIGN SHDWN0 DN THIS SHEET DR GROUND MOUNTED SIGN SUPPORTS
ole Dlorreter 7 16 BREAKAWAY DESIGN FOR SIGNS IJITH AREA 20 SQ FT AND BELOw AND THE MASS DEPT DF PUBLIC WDRKS STANDARD SPECIFICAshyTIONS FOR HIGHIJAYS AND BRIDGES
THE STEEL POSTS SHALL CONFORM TD ASTM-A366 THE CROSS SECTION DF THE POST SHALL BE SQUARE TUBE FORMED0 Sign Post Ancor DF 12 GAUGE (105 USS GAUGEgt COLD-ROLLED CARBON STEELo 2x2
0 SHEETS WHICH HAVE BEEN ZINC COATED (125 oz) CONFORMING TD 0 ASTM-A52~ CAREFULLY ROLLED TD SIZE AND WELDED DIRECTLY 0 IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING DR
EQUAL AND EXTERNALLY SCARFED TD AGREE IJITH CORNER RADI STANDARD OUTSIDE CORNER CORNER RADIUS SHALL BE 532P-5 TELESCOPIC POST PLUS DR MINUS 164 ALL BDLTS SHALL CONFORM TD ASTM-A307 CLASS A ALL BOLTS NUTS AND lASHERS SHALL BE GALVANIZED AS
PER ASTM-A153
Anchor Sleeve 2 14x2 V4
4-0
--t 34gtlt1 34
2-0
3Bx3 Hot Dipped Galvonlz~rcl Hex Head Bolt IJith Flllt Wosher- Lock W~ and Hex Nut
4-0
0 0
2-0 0
0 0 0
Anchor Sleeve 2 114bullx2 14
DIOIIeter 7 16
o Sign Post Ancor 0 2x2 0 0
J______ 0
P-5 TELESCOPIC POST
SIGN SIZE TELESCOPIC PDST SIZE
5 SF AND UNDER 1-1 34xl 34
DVER 5 SF UP TC 10 SF 1-2x2
OVER 10 SF UP ro 20 sr 2-2gtlt2
INSTALLATION FOR CONCRETE DR BITUMINOUS CONCRETE SURFACES
METHOD OF INSTALLATION
siEf1 Sign post anchor can be driven through black top surlace Without fllrst llalltlng a hole In concrete however breaklng a hole will be necessory Drive stgn post onchor- to wrthln 3 or 4 of surfoce
STEP 2 Pre-cut onchor sleeve so that holes will r~otch oncl still loe flush With top of sign post onchor Drive- anchor sleeve until holes 110tch os noted aloove then clrtve both the sign post onchor ond unchor sleeve Yltll one hole Is exposed above ground for bolt connection
STEP 3 Insert sign post ancl bolt In place
NOTESbull
1 Driving cops llust be used to drive posts
2 Sign with a Wlclth of 4 or greater require 2 posts
3 This erection procedure applies to Unlstrut supports Other P-5 square tuloe slloLl sign supports on the approved product lists such as Allied Quick Punch ond Allied PostMate IOY devlote froll this procedure In those coses the Monufacturers recolllenclotlons sholl be followed
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
-- ----
7bull-obull
P5
DR
Use 38 Dlo Hot Dipped Golvonlzed Button Heod Nith A Slot In Heod And Nut With Lockwosher rllth A MiniMUM Of 14bull Of Threods Beyond Nuts On All Signs After They Are Securely Fastened (For Plywood Use 38 Dlo Bolt)
- 0125bull Sheet AluMinuM Dr 34 Plywood
Qj c J Q shyl u
shy0
shyQj
0 J (1
POST ASSEMBLY
APPROVED ALTERNATE
4-0
TYPICAL INSTALLATION FOR SIGNS WITH AREA OVER 10 SQ FT UP TO AND INCLUDING 20 SQ FT
Qj c J Qshyl u shy0
shy~ 0 J (I)
~ 0
Qj CJ)
w
TYPICAL AREA UP
Use 516 Dlo Hot Dipped Golvontzed Button Heod Bolt rllth A Slot In Heod And Nut rllth Lockwosher Nith A MiniMUM Of 114bull Of Threods Beyond Nuts On All Signs After They Are Securely Fostened
ltF~r Plywoo~~llla Bl~ I fi __Sheet 080 AluPIInuM Dr
~ 34 Plywood
P5 POST ASSEMBLY I -DR APPROVED
ALTERNATE
7-obull 8-0 MAX
INSTALLATION FOR SIGNS WITH TO AND INCLUDING 10 SQ FT
SIGNS WITH A WIDTH OF 4 AND OVER SHALL REQUIRE TWO POSTS
TYPICAL INSTALLATION FOR SMALL SIGNS (UP TO 20 SQFT)
~ U1
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
R
5 I6t
t 13 fb
-
1sect
L 1~middot
if Self locking
f splrol point set screw 18 thread
middot middotmiddot middot middot -curseNotlonol 5I6 long
All lnslcle walls tapered
1
I
AluMinuM ASTM-B85~ Alloy SC84B
-1 p~~
ALUMINUM CAP FOR lfa POST -ltFOR USE liTH R6-D ~ 0
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
47
EZE -ERECT SIGN POST INSTALLATION
BOLTSr 516-18 UNC x c GRBD FOR 40 LB POSTS 516-18 UNC x 1 34 GRBC FOR 20 225 25 8r 30 LB POSTS
DO NOT USE 516 GRBC BOLTS ON 40 LB POSTS
1 A-DRIVE BASE POST TO WITHIN 12 IN OF GROUND LEVEL
B-ATTACH RETAINERshySPACER STRAP WITH ONE BDL~ NU~ AND LOCKshyVASHER THROUGH BOTTOM HOLE OF STRAP AND SIXTH HOLE OF BASE POST TOP HOLE OF STRAP SHOULD LINE UP wITH TOP HOLE IN BASE POST
C-ROTATE STRAP 90bull TO LEFT
~ d A
d
0
0
0
0
0
0
0
0
0
0
0
0
0
bull
3 A-ATTACH SIGN POST wITH TWO BOLTSI NUTS AND LOCKVASHERS IN BOTTOM AND FIFTH HOLES ltTHESE CORRESPOND WITH SMALL HOLES IN STRAP)
B-INSERT ONE BOLT THROUGH SIGN POST AND BOTTOM OF LONG SLOT IN STRAP TIGHTEN ALL NUTS SNUGLY BEFORE COMPLETEshyL Y TIGHTENING ASSEMBLY
2 A-DRIVE BASE POST TO 4 IN ABOVE GROUND
B-RDTATE STRAP TO VERTICAL POSITION
Notwtthstondtng r-eferences to the avallablltty oF 3 and 4 lbltrwar- ft posts~ tiMt stgn stze vs post wetght table on pogbull 50 shall govern
- DIRECTION OF TRAFFIC
-r-___ SIGN POST ltTYP)
~TOP OF GRADE
TYPICAL END VIEyen ltFinished AsseMbly)
A
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
48
ATTACHMENT OF SIGN POST TO BASE POST
SIGN POST---shy
HEX HEAD INTEGRAL FLANGE BDLT shyNUT AND LDCKJ ASHER 4 REQD shy
RETAINER SPACER
BASE POST
0 ~~ 0
STRAP -----shy
----shy
0 0
~~
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
49
EZE-ERECT BASE POST 39 lJica Holbulls on 100 Cbullntbullr Exbullcpt First raNI FWth carbull 38 x 12 slots Punch~ 18 Holes JottoPI PolnWd Avcall11ble 2530 amp 40 lbftLenght -36 11na 40
EZE-ERECT SIGN POST 38 Dto Hols on 100 Cntrs Punclwd full Lbullngth Avnilable in 20 2c5 25~ 30 amp-40 brtLength -60 7080 90 100110 ond 120
-~-1938-~-
5
11 1 r11 11 ~-~~11----ift~------ll-1~-t~~LJI11-L-1_n__ ____ff 375 shy
1----------17125 REF------------1
RETAINER-SPACER STRAP For All Jeights of Stgn Posts Mo terlol-Mild Steel Finish-Hot Dip Galvanlze Per ASTM A-123
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
50
HEX HEAD-INTEGRAL FLANGE BDL~ NUT AND LDCKWASHER
1--------20H ----1
516-18 UNC-BD
______ 1 34 ------
516-18 UNC x 20bull Long (for 40 lb posts) or 516shy18 UNC x 1 34 (for 20 225~25 amp30 lb posts) Bolt per ASTM A35~ Grade BD or Grade BC Nut per ASTM A56~ GrQde DH LockwQsher is heavy duty external toothed Finish-CadMiUM plo ted per ASTM A165-80 Type OS except using cleQr chroMQte
SIGN SIZE
CHANNEL POST POST-aITH STRAP
CEZE-ERECT)
5 SF AND UNDER
1-2 LBFT
OVER 5 SF UP TO 10 SF 1-225 LBFT I
OVER 10 SF UP TO 20 SF 2-225 LBFT
NDTE1 Signs with a width of 4 Qnd over shall require 2 posts
GALVANIZING FINISH Golvanlzlng Sholl ConforM with ASTM SpeclflcQtlon A123-73 It Sholl Be Golzonlzed After All Folorrco tlon ond Punching) Hos Been CoMpleted
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
750 -1938-+------4000 8562 1middot875
1000 11
375
-----t---------L-1--~ i fl I I J - I I f 375
~--------------17125 REF------------~
RETAINER-SPACER STRAP For 25 ond 40 lbft Sign Posts Mo terlol-Mild Steel Finish-Hot Dip Golvonlze Per ASTM A-123
cn
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull
52
PLASTIC DRUMS
ITEM DESCRIPTION
859 REFLECTDRIZED DRUM 8591 -- REFLECTDRIZED DRUM WITH FLASHER ltTYPE A) - Used to
contlnuolly worn drivers thot they ore opproochlng or procedlng In o hozordous oreo (see MUTCD Sect 6E46E5)
8592 -- REFLECTDRIZED DRUM WITH LIGHT ltTYPE C) - Steody lourn device used to delinea te the edge of the troveled woy on lone closures~ detour curves~ lone chonges ond other siMilor conditions (see MUTCD Sect 6E46E5)
NOTES
1 DRUM DESIGN AND APPLICATION SHALL BE AS PER THE CURRENT EDITION OF THE MUTCD
~ DRUMS SHALL BE APPROXIMATELY 36 IN HEIGHT HAVING A MINIMUM wALL THICKNESS OF 332 AND A MINIMUM DIAMETER OF 18 REGARDLESS OF ORIENT A TIDN
3 DRUM MATERIAL MUST BE APPROVED UV RESISTANT LDw DENSITY IMPACT RESISTshyANT LINEAR POLYETHYLENE ltDR APPROVED EQUIVALENT) METAL DRUMS ARE PROshyHIBITED FROM USE ON ALL STATE HIGHwAY PROJECTS
WHITE REFLECTIVE4 SHEETING SHALL BE APPROVED ORANGE SHEETING
AND wHITE TYPE IV REFLECTORIZED SHEETING CONFORMING TO M9300
5 ALL DRUMS SHALL BE WELL middotMAINTAINED INCLUDING REMOVAL OF DUST OR ROAD FIL~ SO AS TO NOT REDUCE REFLECTIVE EFFICIENCY wHEN A DRUM LOSES TARGET VALUE IT SHALL BE REPLACED
6 wHEN A DRUM IS NO LONGER NEEDED IT SHALL BE STORED IN A DRUM STORshyAGE AREA~ UNLESS IT IS REQUIRED FOR FUTURE USE WITHIN A FIVE DAY PERIOD IN wHICH CASE IT MAY BE DATE ---=-7-+-___8~__1to____STORED ON LOCATIO~ r bull