"I

\

"

70'

60'

170' ISO' 'SO' 140' 120'

ISO' 150' 1.0'

Initials: ---v?\"-'---

Date Started:

Date Completed: _ ____ _

Project Engineer*:

Project

*/ certif that revisions

130'

STATE OF ALASKA DEPARTMENT OF TRANSPORTATION

& PROJECT LOCATION PUBLIC FACILITIES

--========~J • <~==========-

PROPOSED HIGHWAY PROJECT ACHH E-OOOS(498)/60297

RD /WILBUR ST INTERSECTION REBID

THEATER

COUNCIL SUBDIVISI

SOCCER FlaoS

AIRPORT WAY

BIG DIPPER

SHEEr TOTAL \;; STATE PROJECT DESIGNATION YEAR NO SHE~S Nr-----r---------------+---~~·_+~~~' g ALASKA ACHHE-000S(498) 2004 7

Q:\H"1\60297\design\plons sheets\6029710H

INDEX OF SHEETS SHEET NO. DESCRIPTION

1 TITLE SHEET 2 ILLUMINATION & SIGNING PLAN SHEET

3 ESTIMATE OF QUANTITIES, ILLUMINATION SUMMARIES & DETAILS

4-6 ILLUMINATION DETAILS 7 SIGNING SUMMARY & DETAILS

THE FOLLOWING STANDARD DRAWINGS APPLY TO THIS PROJECT:

A-1 C-04.12 L-03.10, L-26.00 S-00.10, S-01.00, S-05.01, S-23.00, S-30.03

PROJECT SUMMARY LENGTH OF PROJECT ___ -'--'_-'-A.;;..P-'-P.;..;.RO.::..;X-"'.--'-C17.....:O;..;:.0_'_----'

'---------.

in RE nd therefore th~ __ --u_~_~_ ..... ;:=::======~-...

DAVIS RD. 22nd AVE.

DAVIS RD.

,/

DAVIS & WILBUR INTERSECTION ESKIMO VILlAGE RD.

MITCHIU EXPRESSWAY

PLANS DEVELOPED BY:

~-~)'~\ ;~, ...• "'":'!~.J ..

2t}.· .':'t.v1~ 1:J;;.n.:~;rifJ i<····· · ····~·········~ ~ "; •• STEVEN S. POWER~.~ ~ ·f.~<J); .. cum ... ~;

.'\'(;plb .. ····:.;.\. ... ~ \;:;.".om'"p~

STATE OF ALASKA DEPARTMENT OF TRANSPORTATI~

&: PU8L1C~F CILITIES

APPf/J-II£! !:?1 ,._ L I -"'~--=~=-~~~- DATE ¥..l:/&I~ Dovid T. Bloom, P.E. 'l9. Pre "struction Engineer. Northern Region AC E 7i FOR CONSTRUCTION

DATE 1'2. ·1'=-·94 ''1:,''"''-..... ,-..: J ~L-__________________________________________________________________________________________ . ________________________________________________ ~ ______ ~~/~~~7~ __ ~~~~~~~~ ________________ ~

r

~~ REMOVE EXISTING SIGN ~ /

ANO FOUNOATION /

LEGEND

# OF CABLES- , # CONOUCTORS & SIZE 7 r CIRCUIT # S

[2-3c#8]A-l, A-2 1-2"RMC

L# & SIZE OF CONOUITS

DAVIS

80+,00

,SIGN COOE # R2-1 +43

L STATION LOCATION #

ROAD

EXISTING 36"X92'

EXISTING 30"X120' SLEEVE

8:U-OP 03-10, (2)03-1A, Rl-l +52 1

-:D'~7-7;to:-4~;-RTX-- --I~ NEW LOAO CENTER ----~~,~~

I I Xl

STATE OF ALASKA OEPT. I I OF TRANSPORTATION & I

-----0--=---['-"/a]A-I, k-,7~[---- ----~----[D- ---;.--1-2"RMC ~ ~ [1-3C#8]A-l'--/

::1 REMOVE EXISTING SIGN 1-2"RMC ANO FOUNOATION

PUBLIC FACILITIES YARO ~ I I

X I I I

X I I I

X I I

"0"77+50 TO "0"80+50, "0"82+50 TO "0"86+50 & "0"88+50 TO "0"94+50 THERE IS 2" OF INSULATION APPROX. 36" BELOW THE PAVEMENT ANO 4' WIOER THAN THE PAVEMENT.

" ,...;,...; 00 0.:0.: tOo -0 aid 00 + + COo to_

ea :: ::

I­W W a:::: I­(f)

a:::: ::J m -1

~

o o + l()

=

,...; '0 do.:

0.:0 o

~d .0

~6 +--~ ~ p "

=

"0"'4+50

rip I

~[1-3C#8]A-2 =r I I I I

0"~2+'5

1-2"RMC

R2-1 +43

STATE PROJECT OESIGNATION YEAR s~~~ sr.?:~s ~~--~~-------------4--~~~~~~ ~ ALASKA ACHHE -OOOS( 498) 2004 2 7 ~~~~~~ __ ~ __ ~-.~~~~ __ L-__ ~

Q:\Hwy\60297\design\plons sheets\60297S02-Sheet 2

EXISTING 24"X96' CULVERT

SLEEVE r rY,1,;nNG 24"l< I DO'

II

REMOVE EXISTING SIGN ~ AND FOUNDATION ~';!1,

II

~1I-.r;,U.D"87+'0 "0"89+45

oQ. J~---7------0

.~ [1-3c#8]A-l 1-2"RMC

EXISTING 24"X68' CULVERT

ILLUMINATION & SIGNING

u a: to -d l()

+ o S1> "0 =

----OF~')\ .:*~ .... ~.~\, #'4'.... ..A:"':tV', ~*/49!Jj):lt \*'1 ~sY)·~··~ ••••••••••• ~i! ~~~. SJmH S. POWERS .:P<J r"G<~. C[ 7478 •• -'§i-'t ". "'<;f'; \\ hii·· .. ~.:

\\'\,,~a~---I

EDGE OF PAVEMENT~

ELECTROLIER WIDENING DETAIL

EXISTING SLOPE -

6:1 ---I

25' SLOPE TRANSITION

AREA

-6.5' WIOENING-.: ---+---,-

&> U

I CJ , I

; D

I

/

A @

L CD CD 3' )J - n [QJ ~ 6'

J-BOX-~ 1~ I 0

FOUNOATION

6:1 ---25' SLOPE TRANSITION

AREA

SELECTED MATERIAL, TYPE B

EXISTING SLOPE---

I I

) I

)

!)

~---------SEEO----------~

P I ,

4)

D

-,

:;

CD WARP SLOPE TO TOP CiRCUMFERENCE OF POLE FOUNDATION.

®U SLOPE FROM TOP EDGE OF 6: 1 TO EXISTING DITCHLINE OR TOE

" OF FILL.

@ WIDENING SHALL BE CONSTRUCTED PRIOR TO POURING FOUNDATION.

EDGE OF ~ PAVEMENT __ -+00-__ 5' ~

-2%-

~ ~ - 2' --l 1 10" I ELECTROLIER [(EXISTING I ~ III FOUNDATION OITCH LINE OR

~lI,; JIi:Hr TOE OF FILL

m- i:-~~~y:~_~__ _---:-..: ~ \ \.SELECTED MATERIAL, TYPE B

,; ,,\ EXISTING 'SLOPE (APPROX. 4: 1 )

! "-FOUNDATION

SHEET TOTAL Si STATE PROJECT OESIGNATION YEAR 0 N~ __ ~ ______________ -+ __ ~~N~.~S~HE=ET~S s;: ALASKA ACHHE-000S(498) 2004 3 7

0:\1Iwy\60297\design\plons WeIs\50297T01-3

ESTIMATE OF QUANTITIES ITEM NO. PAY ITEM PAY UNIT QUANTITY 203(6) BORROW TON 100 615(1) STANOARO SIGNS SQUARE FOOT 23.58 640(1) MOBILIZATION ANO OEMOBILIZATION LUMP SUM ALL REQUIRED 641(1) EROSION & POLLUTION CONTROL AOMINISTRATION LUMP SUM ALL REQUIRED 641 (3) TEMPORARY EROSION & POLLUTION CONTROL LUMP SUM ALL REQUIRED 641 (4) TEMPORARY EROSION & POLLUTION CONTROL AMENDMENTS CONTINGENT SUM ALL REQUIRED 642(1) CONSTRUCTION SURVEYING LUMP SUM ALL REQUIRED 643(2) TRAFFIC MAINTENANCE LUMP SUM ALL REQUIRED 643(23) TRAFFIC PRICE AOJUSTMENT CONTINGENT SUM ALL REQUIRED 660(3) HIGHWAY LIGHTING SYSTEM COMPLETE LUMP SUM ALL REQUIRED 661 (4) LOAO CENTER, TYPE 3 EACH 1

AN ESTIMATING FACTOR GF 2 TONS/CUBIC YARD WAS USED FOR ITEM 203(6) BORROW.

JUNCTION BOX SUMMARY JBOX NO STATION LT RT TYPE CIRCUIT REMARKS

1 "D"77+30 X l-A A-l, A-2 2 "0"79+70 X l-A A-l, A-2 3 "0"82+15 X l-A A-l, A-2 4 "0"83+95 X l-A A-l 5 "0"85+80 X l-A A-l 6 "0"87+10 X l-A A-l 7 "0"89+45 X l-A A-l 8 "0"82+15 X l-A A-2 9 "0"84+50 X 1-A A-2

10 "0"85+28 X 1-A A-2 11 "0"10+81 X l-A A-2 12 "0"12+15 X l-A A-2 13 "0"12+15 X l-A A-2 14 "0"14+50 X 1-A A-2

ELECTROLIER SUMMARY POLE NO. STATION LT RT WATTAGE CIRCUIT ARM LENGTH MOUNTING HEIGHT REMARKS

1 "0"85+80 45' 400 A-1 12' 2 "0"87+10 30.7' 400 A-1 12' 3 "0"89+45 25.7' 250 A-l 12' 4 "0"82+15 31' 250 A-2 12' 5 "0"84+50 31' 400 A-2 12' 6 "0"12+15 31' 400 A-2 12' 7 "0"14+50 31' 250 A-2 12'

SEE THE ELECTROLIER WIOENING OETAIL ON THIS SHEET FOR AOOITIONAL INFORMATION TO DETERMINE THE POLE SHAFT LENGTH

4" 40' 4" 40' 4" 40' 4" 40' 4" 40' 4" 40' 4" 40'

----oF'~"\, ~~~"*""~).'" """ • '.y 'j ~*!49!1! \*'l ~S~· .. ·· .. ~

f ESTIMATE OF QUANTITIES & ~,fi..~~;~l ~ SECTION A-A 'I~~ .... ~~ !~ ________________________________________________ ~ ________________________________ ~ __ I_L_L_U_M_I_N_A_T_IO_N ___ D_E_T_A_IL_S __ ~~_~_~_~~~U~'~.O~~

480 / 240 VOLT SERVICE

LOAD CENTER WIRING DIAGRAM REVISES STANDARD DRAWING L-26.00

600 V 10, 2 POLE NEUTRAL _ A .... - _--10 AMP SELECTOR SWITCH r '-/'-/, 600 VOLT

METER BASE

LIGHTNING ARRESTORS

z o (!) ~

-.J ~~!;i: « I-o::::!: ::>:r: 0 z Q I-« -.J ::> ::::!: - « .- '--I 1+-----,

NOTES

SIGNAL CKT

15 AMP PHOTO CONTROL CKT.

GROUND ROD

1. REFER TO STANDARD DRAWING L-26.00 FOR WIRE SIZES, NOTES & ADDITIONAL DETAILS.

2. ALL COMPONENTS OF THE LOAD CENTER SHALL MEET THE SERVING UTILITY'S REQUIREMENTS. THE MORE STRINGENT REQUIREMENTS, THOSE OF STANDARD DRAWING L-26.00 OR THE UTILITY'S REQUIREMENTS, SHALL BE FOLLOWED. A CEDAR POLE WILL NOT BE REQUIRED; THIS MODIFIES L-26.00. A GUY ANCHOR WILL NOT BE REQUIRED, AS THE SERVICE IS LESS THAN SO'.

3. EACH L~GHTING CIRCUIT (LTG CKT.) SHALL HAVE ITS OWN 2 POLt: CONTACTOR INSTALLED DOWNSTREAM FROM EACH LIGHTING BRANCH BREAKER. COILS SHALL BE WIRED IN PARALLEL.

4. INSTALL THE PHOTO CELL FOR LIGHTING CONTROL ON THE LOAD CENTER 36" BELOW THE WEATHER HEAD.

NEW LOAD CENTER AND CIRCUITS SUMMARY ITEM 661 (4) LOAD CENTER, TYPE 3 "0" 77+30, 45' RT 480/240V SINGLE PHASE SERVICE 200 AMP MAIN BREAKER

CIRCUIT A-1 A-2 A-3 A-4 A-S *

BRANCH BREAKER 15 AMP 480V 15 AMP 480V 15 AMP 480V 15 AMP 480V 50 AMP 480V

PURPOSE LIGHTING LIGHTING FUTURE LIGHTING FUTURE LIGHTING FUTURE SIGNAL *

* CIRCUIT A-S SHALL BY-PASS THE PYOTO ELECTRIC CELL.

CONTACTOR 30 AMP 30 AMP 30 AMP 30 AMP

CAST IRON LID MINIMUM WEIGHT 50#

1/4" STAINLESS STEEL SCREW W/4' GROUND CABLE (COPPER

BRASS "L" BOLTS & NUTS IN DIAGONAL CORNERS

THE WORD "LIGHTING" TO BE EMBOSSED ON LID.

SHEET TOTAl Iii STATE PROJECT DESIGNATION YEAR N~ __ ~r-____________ -+ __ -;~NO~'-rS~HE~ET~S g ALASKA ACHHE-OOOS(498) 2004 4 7

O:\Hwy\60297\design\pkllls sheels\OO297TOH

~-- 9 GA. WELDED WIRE FRAME OR 3-6 GAGE HORIZONTAL WIRE HOOPS

BonOM WT. 148#

TYPE IA JUNCTION BOX DETAIL SECTION A-A

ELECTROLIER BASE PLATE DETAIL

1-JE" x 1-1X6" SLOT

(4 REQUIRED) LOCATED AS SHOWN

lIE POLE DIA.

PLUS X6"

1" RADIUS

IT --+++ 15"

11-0----1S"-----i

Ir--r"! +: ....-----!----.--t-: ...-! 'I + ~" MIN.

T THIS DETAIL MODIFIES STANDARD DRAWING L-03.10

BRICK BASE TYPE 1 A JUNCTION BOX

TYPE IA J-BOX INSTALLATION ON SLOPE

SLOPE AFTER FINAL GRADING

BRICK BASE ALL SIDES -----(TYP) :..---- ----'

EDGE OF PAVEMENT

6" BELOW 'Pf=.,"'<+::;:;-'- COVER (TYP)

----0)'),'\\ .i{~~"*""~).'" "'I?' '.y I 2* ..... 9TH ... *~ ~'-==~'~::J

:_~ ILLUMINATION DETAILS ~1~~~4~' _. \\\~~~-..:-

~~----------------------------------------------------------------------------~~----------------------------------------------~------------------------------------------------~/~~

LIGHTING SYSTEM POLE AND J-80X WIRING DETAILS

NOTES:

1. LABEL ALL CABLES AND CONDUCTORS IN POLE BASE AND J-BOX.

CONDUCTOR ATTACHMENT BRACKET

POLE & BRACKET (#10 XHHW-2) CABLE TO LUMINAIRE (TAP CONDUCTORS) SEE NOTE #2

2. LEAVE ENOUGH SLACK ABOVE THE CONDUCTOR ATTACHMENT BRACKET TO ALLOW THE QUICK DISCONNECT TO BE PULLED 6" OUTSIDE OF HANDHOLE.

(SEE STANDARD DRAWING L-03.10)-_...nt!nm1 1---- HANDHOLE ~--BOND

LEAVE SLACK TO ALLOW QUICK DISCONNECT TO BE PULLED 6" OUTSIDE POLE HAND-HOLE

WHEN CABLE IS USED STRIP OUTER SHEATH BELOW BRACKET

ELIMINATE ALL SLACK

QUICK DISCONNECT

CAP SPARE CONDUCTORS

SEE DETAIL B -=~f2~~~&f=SSEE DETAIL A F=====-~~~f'

JUNCTION BOX ---{i.' FOUNDATION ----I

INSULATED GROUNDING BUSHING

REMOVE ALL SLACK BEFORE INSTALLING

" II

II II II II

\\ GALVANIZED STEEL CONDUIT /) ..:::::-~~~~~~.=~-=--=--=--=--=--=--=--=--=--=--

ULATED GROUNDING BUSHING

LEAVE 36" SLACK MIN. FOR EACH CABLE AT THE JUNCTION

BOX OR SPLICE LOCATION

SEE DETAIL C

3c CABLE (lYP.) SIZE SPECIFIED IN PLANS

CABLE TIE ---+ C~~~~ :.\ ~.:. BRAID TO COVER

1" MIN

3c CABLES

TWO-SCREW CONNECTOR

3c CABLES

DETAIL A

D

UNLOCKING STRENGTH TIE

INSULATED GROUNDING BUSHING

BRAID TO COVER

D

THE TWO-SCREW CONNECTOR SHALL BE SIZED SUCH THAT THE THREADS FIT INSIDE THE OPENING OF THE BUSHING AND THE CONNECTOR BODY IS LARGE ENOUGH TO PREVENT IT FROM SLIPPING THROUGH THE OPENING.

OPTIONAL DETAIL A

.6.: ~ .

.. ~ . ~.

II II \ \ II II \ \

DETAIL 8

TAP CONDUCTORS

DOUBLE FUSED QUICK DISCONNECT (lYP.)

THE TWO 3c CABLES SHALL HAVE THE OUTER JACKET STRIPPED FROM THE TOP OF CONDUIT TO

~ THE FUSED QUICK DISCONNECT.

LEAVE 12" OF SLACK FOR EACH SPARE 12" MIN. CONDUCTOR. TAPE AND CAP SPARE I CONDUCTORS AS SHOWN.

~_~~~[1jj~ __ T_APE CONDUCTORS OF EACH SEPARATE CABLE TOGETHER

c.. BOND WIRE

DETAIL C

SINGLE OR ARM POLE

~ STATE PROJECT DESIGNATION YEAR SHEET TOTAL Nr-_~r-________ ~_~~NO~.~S~HE=O~S~ g ALASKA ACHHE-000S(498) 2004 5 7

0:\Hrt\60291\desiga\Pons sheeIs\602971DI-5

FOR DOUBLE MAST ARM, INSTALL CABLE (CONDUCTORS) BETWEEN LUMINAIRES

/-t-- POLE & BRACKET CABLE (TAP CONDUCTORS)

CD INSTALL 2"x1" REDUCING WASHER AND 1" CONNECTOR TO SECURE CONDUCTORS AT THE END OF THE MAST ARM

LIGHT STANDARD MAST ARM WIRING DETAIL

LIGHTING SYSTEM NOTES:

1. ALL LUMINAIRES SHALL BE 480 VOLT, 250 OR 400 WATT, AS LISTED IN THE ELECTROLIER SUMMARY, WITH CUTOFF OPTICS. THEY SHALL BE DESIGNED TO PRODUCE AN ANSI/IES MEDIUM, CUTOFF, lYPE III LIGHT DISTRIBUTION WITH HIGH PRESSURE SODIUM LAMPS.

2. SEE SHEET 2 FOR CONDUIT AND CONDUCTOR SIZES.

~. NO TRFNcH'WG 11)1 RAHE;Q AREAS '/lILL DE ,A" DWe£). ~ a~Q+lel~ sse 3.~

ILLUMINATION DETAILS

----o)'~')\ ;~~"":'~\'t

l~~~nt *"'~:'t t~Z:l2':':':':~~ i! •••••••• ~~1!

~~~\~r.S.74~~.ti} '1 ••• ··~f " ~ .... ~..:'

\\\,,~t~---i /~ '1fij'Oy

~------------------------------------------------------------------------------------------------------------~--------~----------------------------------~------~~~

#4 AWG BARE SOLID COPPER WIRE. 4' PROTRUDING FROM FOUNDATION,

BOND TO LIGHTING STANDARD.

COMPACT DISTURBED MATERIAL TO 95% OPTIMUM DENSITY.

INSTALL 4 ANCHORS ON A 14 1/2" BOLT CIRCLE USING A SQUARE PATTERN

USE IRREVERSIBLE COMPRESSION ----_____ --CONNECTOR OR CADWELD TO BOND GROUNDING CONDUCTOR TO SPIRAL

CAGE. (CONDUIT GROUNDING AND CONDUIT TO LIGHTING STANDARD

GROUNDING NOT SHOWN FOR CLARITY. SEE SECTION 660 OF THE

SPECIFICATIONS FOR BONDING AND GROUNDING REQUIREMENTS).

SIX #B BARS EQUALLY SPACED

#.3 BAR SPIRAL

FEMALE ANCHOR

14 1/2" BOLT CIRCLE

. ..... . . : .. ... . . ~:.,. .. :~.:. ~ .~

" " ..•.

SIDE VIEW

TOP VIEW

MAX

"....- FASTEN #4 AWG BARE SOLID COPPER GROUND WIRE TO OUTSIDE OF RIGID METAL CONDUIT WITH ELECTRICAL TAPE

2" RIGID METAL CONDUIT

.3" CLEARANCE

*

BARE

SIX #B BARS EQUALLY SPACED

2" RIGID --~METAL

- -~ _ .( CONDUIT

#3 BAR SPIRAL

FINISHED SLOPE

• 6' DEEP BY .3' DIAMETER UNLESS NOTED OTHERWISE IN THE ELECTROUER SUMMARY.

•• USE 20" FOR .3' DIAMETER FOUNDATIONS USE 1B" FOR 2' DIAMETER FOUNDATIONS

PORTLAND CEMENT CONCRETE FOUNDATION WITH FRANGIBLE COUPLINGS

STATE PROJECT DESIGNATION YEAR S~~~ S~:~S ALASKA ACHHE-OOOS(498) 2004 6 7

Q:\Hwy\60297\design\plans sheets\60297S01-Plot

NOTES:

1. PROVIDE CONCRETE CONFORMING TO CLASS "A".

2. CHAMFER ALL EXPOSED CONCRETE EDGES 1".

3. FURNISH EACH SPIRAL REBAR CAGE WITH 1 1/2 TURNS OF REBAR AT BOTH ENDS.

4. CAST ALL FOUNDATIONS IN PLACE IN DRILLED HOLES.

5. PLACE THE P.C.C. IN DIRECT CONTACT WITH THE UNDISTURBED SURFACE OF THE DRILLED HOLE. FORM ONLY THE TOP ONE FOOT OF THE FOUNDATION.

6. CLEAN THE BOTTOM OF DRILLED HOLE OF ANY LOOSE MATERIAL BEFORE POURING CONCRETE.

7. CONSTRUCT THE FOUNDATION SO THE CENTERPOINT OF THE TOP IS NO MORE THAN 3" ABOVE OR BELOW THE PROJECTED FINISHED SLOPE. FORM THE FOUNDATION TOP SO THAT NO PORTION OF THE FOUNDATION PROTRUOES MORE THAN 3" ABOVE THE PROJECTED FINISHED SLOPE.

B. DO NOT PLACE BACKFILL OR COMPACT AGAINST NEWLY CONSTRUCTED CONCRETE FOR A PERIOD OF 14 DAYS OR UNTIL CONCRETE ACHIEVES AT LEAST BO% OF THE DESIGN COMPRESSIVE STRENGTH (f'c).

ELECTROLIER FOUNDATION

~ffi ~1Il STATION u:::;: g~

1 ·0·10+52

2 ·0·13+43

·0·16+55

·0"80+73

LOCATION

LT. RT.

x

x

x

x

CODE NO.

RH 03-10

D3-1A 03-1A

R2-1

W3-1A

W2-2L

SIGNING SUMMARY THICKNESS " Z

(INCHES) AREA ~~ O::uo POSTS H X V 1----,----1 :::I

(INCHES) UNFRAMED FRAMED (sa FT) g!i! ~ TYPE SIZE NO. - 0 (INCHES)

SIZE REMARKS LEGEND

STOP 30 dO 0.125 6.25 7.0 N PST 2.5 1 SEE NOTE 1 DAVIS RO 2000 30 x 8 0.125 1.67 S DOUBlE -FACED SIGN DAVIS RO 2000 30 x 8 N SEE NOTE 2

WILBUR ST 2200 42 x 14 0.125 4.08 Vi"" SEE NOTE 2 WILBUR ST 2200 42 x 14 0.125 4.08 E

SPEED UMIT 30 MPH 30 x 36 0.125 7.50 7.0 S PST 2.5 1 SEE NOTE 1

STOP AHEAD SYMBOL SEE NOTE 3

INT. SYMBOL/WILBUR ST SEE NOTE 3

W2-2R INT. SYMBOl/WILBUR ST SEE NOTE 3 I "D·90+56'---t.-.;.X-+---1I---"~-'----r=-~:.=...;.;.;.;;;;;..:.;.;...'-t-____ -+ ____ r-___ : _____ +-+--!-__ t-____ -+-t-=:;....;.;..:c=...:'---_______ -I

TOTAL SIGN AREA SO.FT.) 23.08 .

~4 ~ I

~

~ ~ I

~ ) CAST POST TOP SIGN BRACKET. ~~ ./

ALUMINUM ALLOY J56-T6'X~AlrJY ./ r::-~~~ p_~ ././,

~ 1-~ ~ ~ INSTALL ONE DOUBLE FACED DJ-1 MAIN I If- ~ STREET NAME SIGN IN THE POST TOP BRACKET.

I II ~~ / /INSTALL TWO DJ-1A OR ~J-1 I II ./ ./ ...:::: ~ r:::-~ CROSS STREET NAME SIGNS l lL-./ '& ...:: '-':: BACK TO BACK ON THE POST. , ..::::::.....:::::: ~~

" ..::::::.. ~~ , ~ '-'::) , ..::::::.. , ..::::::..

'~~ 'l1 II 2 1/2" PERFORATED TUBE , II II

OR 2 1/2" OR J" TUBE- ' .... , II-.. II "-...... V " II '.JI

'--Jl

STREET NAME SIGN INSTALLATION WITH POST TOP BRACKET

SHEET TOTAl ~ STATE PROJECT DESIGNATION YEAR Nr-__ ~ ______________ -+ __ ~~NO~' -rS~HE~ET~S~

g ALASKA ACHHE-OOOS(49B) 2004 7 7

SIGNING NOTES

1. AT THESE LOCATIONS, ONLY THE SIGN PANELS AND POSTS WILL BE REPLACED. NEW FOUNDATIONS ARE NOT REQUIRED.

2. THE LEGEND FOR THE DJ-1 D AND DJ-1 A SIGNS WILL NOT INCLUDE CARDINAL DIRECTION. USE 4.6-INCH LEFT AND RIGHT MARGINS FOR BOTH SIGNS. USE A 4 INCH SPACE BETWEEN WILBUR AND ST ON THE DJ-1A SIGNS.

3. AT THESE LOCATIONS, REMOVE AND DISPOSE OF THE EXISTING SIGNS AND FOUNDATIONS.

4. ALL SINGLE POST SIGNS, EXCEPT DJ-1 SERIES SIGNS, WITH A HORIZONTAL DIMENSION OF JO INCHES OR GREATER SHALL BE INSTALLED WITH BRACING PER STANDARD DRAWING S-01.00. USE J/B" BOLTS TO ATTACH BRACING INSTEAD OF THE 5/B" aOLTS SHOWN ON S-01.00. BRACING OF DJ-1 SERIES SIGNS WILL NOT BE REQUIRED ON THIS PROJECT.

5 . POSTS ~HALL BE PERFORATED STEEL TUBE (PST).

6. INSTALL DJ-1A AND D3-1D SIGNS ABOVE THE R1-1 SIGN AS SHOWN ON THIS SHEET. NOTE THIS NEW DETAIL REQUIRES A LONGER POST THAN BEFORE.

7 . ATTACH ALL SIGNS, FRAMED AND UNFRAMED, TO THEIR SUPPORTS WITH ZINC PLATED 3/B" BOLTS, EXCEPT ATTACH UNFRAMED SIGNS TO PERFORATED TUBES WITH ACCESSORY DRIVE RIVETS.

B. ;NSTALL THE TOP EDGE OF SIGNS 1" ABOVE THE TOPS OF POSTS, EXCEPT FOR DJ-1 SERIES SIGNS.

9. INSTALL THE TOP EDGE OF SIGNS J" BELOW THE TOP OF POST, WHENEVER THEY ARE MOUNTED BELOW SIGNS SECURED BY POST TOP MOUNTING BRACKETS.

10. THE BRACKET DETAILS SHOWN INDICATE GENERAL DESIGNS ONLY. DESIGNS MAY VARY BY MANUFACTURER.

FASTENER SPECIFICATION TABLE FASTENERS STEEL STAINLESS STEEL

BOLTS ASTM A J07 ASTM F 59J NUTS ASTM A 56J ASTM F 594 WASHERS ASTM A J6 ASTM A 480

_----o'F')"'\ ~~~··~~~II ~*/49!J! JIiir \.'" f·:w=:·2.·B. ...... ·~

j ~o?·~·l ~ S I G N I N G SUM MARY & ~'~~E.S74':.~.~'!! i DETAILS fll~at~~t~~_ ~~ ______________________________________________________________________________________________________________________________ ~~ ______________________________________ ~ ______ ~/U __ '1~~~'~~