NOT FOR BIDDING AUGUST 2015 - Delaware Department of ...

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1.

DESIGN SPECIFICATIONS:

DESIGN LOADS:

GENERAL:

GENERAL NOTES:

OSS-01

OSS-01

OSS-02

OSS-03

OSS-04

OSS-05

OSS-06

OSS-07

OSS-08

OSS-10

CONNECTION DETAILS - 1


SIGN/DMS HANGER DETAILS

INDEX OF SIGN STRUCTURE DRAWINGSDRAWING TITLESHT #

GENERAL PLAN AND ELEVATION - SIGN STRUCTURE - SO1410

PROJECT NOTES AND INDEX OF DRAWINGS

AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC

SIGNALS", 2009, AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES", 2002. DELAWARE DEPARTMENT OF

TRANSPORTATION DESIGN MANUAL, MAY 2005, INCLUDING LATEST REVISIONS JANUARY 2008.

PROJECT NOTESAND

INDEX OF DRAWINGS

GENERAL PLAN AND ELEVATION - SIGN STRUCTURE - SO1405

328

OSS-09

SUMMARY OF OVERHEAD SIGN STRUCTURES

TOWER ELEVATION DETAILS

TRUSS DETAILS

THE DESIGN WIND SPEED IS 100 MPH (3-SECOND GUST WIND SPEED) BASED ON A 50-YEAR RECURRENCE INTERVAL.

THE DESIGN WEIGHT FOR THE DMS (DYNAMIC MESSAGE SIGN) IS 3500 POUNDS. DESIGN OF THE STRUCTURAL SUPPORTS AND

FOUNDATIONS CONSIDERS A 4’-0" ECCENTRICITY FOR THE DMS. DESIGN FOR STATIC SIGNS IS FOR STANDARD ALUMINUM

EXTRUDED SIGN PANELS.

THE DESIGN ICE LOAD IS 3 PSF.

FATIGUE DESIGN IS BASED ON AN IMPORTANCE FACTOR OF CATEGORY I FOR NATURAL WIND GUSTS AND TRUCK INDUCED GUSTS

FOR ALL STATIC SIGN SUPPORT STRUCTURES AND DMS SUPPORT STRUCTURES.

ALL OVERHEAD SIGN STRUCTURE FOUNDATIONS ARE DESIGNED FOR 75% MINIMUM FOOTING

COMPRESSION AREA AND 11KSF MAXIMUM BEARING CAPACITY.

1.

2.

3.

4.

5.

BAR SCHEDULE

SIGN

STRUCTUREOVERHEAD DIRECTION TYPE SPAN HEIGHT

DESIGN SIGN

AREA

SO1405 241+60.00 NB 2 80’ 25’ 576 SF

SO1410 220+00 NB 4 68’ 25’ 322 SF

FOUNDATION DETAILS - TYPES 2 & 4

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF TRANSPORTATION

SPECIFICATIONS AND CONTRACT SPECIAL PROVISIONS. WELDING SHALL CONFORM TO AWS D1.1 AND ANSI/AASHTO/AWS D1.5.

ALL STRUCTURAL MAIN TUBES SHALL CONFORM TO ASTM A53, GRADE B, TYPE E OR S, Fy=35 KSI OR API 5L, PSL2,

GRADE B.

ALL OTHER TUBES SHALL HAVE MIN. 36 KSI YIELD STRENGTH AND CONFORM TO ASTM A501.

ALL STEEL PLATE, W BEAMS AND MISCELLANEOUS SHAPES SHALL CONFORM TO AASHTO M270 (ASTM A709), GRADE 36.

ALL ANCHOR BOLTS SHALL CONFORM TO AASHTO M314 (ASTM F1554), GRADE 55. ALL ANCHOR NUTS SHALL CONFORM TO

AASHTO M291 (ASTM A563), GRADE DH OR AASHTO M292 (ASTM A194), GRADE 2H.

ALL CONNECTION BOLTS SHALL CONFORM TO AASHTO M164 (ASTM A325), WASHERS AASHTO M293 (ASTM F436) & NUTS

AASHTO M291 (ASTM A563), GRADE DH OR AASHTO M292 (ASTM A194), GRADE 2H.

STRUCTURE SHALL BE GALVANIZED TO CONFORM TO AASHTO M111 (ASTM A123).

ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO AASHTO M232 (ASTM A153), EXCEPT ONLY TOP 1’-10" IS

GALVANIZED FOR ANCHOR BOLTS.

PORTLAND CEMENT CONCRETE FOR CAST-IN-PLACE ELEMENTS SHALL BE AS FOLLOWS

(f’c=28-DAY COMPRESSIVE STRENGTH):

CLASS B - PEDESTAL AND FOOTING (f’c=3000 PSI)

ALL EXPOSED CORNERS OF CONCRETE SHALL BE CHAMFERED WITH �" X �" MILLED CHAMFER STRIPS UNLESS

OTHERWISE NOTED.

REINFORCEMENT STEEL SHALL CONFORM TO AASHTO M31 (ASTM A615), GRADE 60. ALL REINFORCEMENT STEEL SHALL

HAVE A CLEAR COVER OF 2" UNLESS OTHERWISE NOTED ON THE PLANS.

KEYED CONSTRUCTION JOINTS SHALL BE 2"X4" OR AS NOTED. ALL EXPOSED JOINT EDGES SHALL HAVE A �" V NOTCH.

FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE ORDERING ANY MATERIALS.

STEEL TEMPLATES SHALL BE USED TO SET ANCHOR BOLTS PLUMB WHEN POURING THE FOUNDATION. ANCHOR BOLT HOLES

IN STEEL TEMPLATE SHALL BE �" LARGER THAN ANCHOR BOLT DIAMETER.

ALL PLATES GREATER THAN �" THICKNESS SHALL BE CVN TESTED PER SECTION 826 OF THE STANDARD SPECIFICATIONS.

FABRICATE ALL SIGN STRUCTURES INTO THE LARGEST PRACTICAL SECTIONS PRIOR TO GALVANIZING. SUBMIT SPLICE

LOCATIONS TO THE ENGINEER FOR APROVAL. DO NOT COMMENCE FABRICATION UNTIL SUCH SPLICE LOCATIONS ARE

APPROVED.

SIGN STRUCTURES ARE GROUPED INTO TWO TYPES AS PRESENTED IN THE TABLE ON THIS SHEET.

THE SUM OF THE SIGN PANEL AREA PLUS EXIT PANEL AREA SHALL NOT EXCEED THE DESIGN SIGN AREA IN THE TABLE.

MINIMUM VERTICAL CLEARANCE FOR ALL SIGN STRUCTURES IS 17’-6", BASED ON MAXIMUM SIGN HEIGHT OF 18’-0".

PERMANENT CAMBER EQUAL TO L/1000 HAS BEEN PROVIDED IN ADDITION TO THE DEAD LOAD CAMBER.

OVERHEAD SIGN SUPPORTS AND FOUNDATIONS SHALL BE PAID IN ACCORDANCE WITH ITEM 605755.

THE EXCAVATION SHALL BE INSPECTED BY A GEOTECHNICIAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE.

IF DIRECTED BY THE ENGINEER, REMOVE UNSUITABLE MATERIAL BELOW BOTTOM OF FOOTING ELEVATION, PLACE GEOTEXTILE

AT THE BOTTOM OF THE EXCAVATION AND FILL WITH DELDOT NO. 57 STONE. EXCAVATION FOR THIS ITEM TO BE PAID

FOR UNDER "207000 - EXCAVATION AND BACKFILLING FOR STRUCTURES". DELDOT NO. 57 STONE TO BE IN

ACCORDANCE WITH SECTION 608 OF THE DELDOT SPECIFICATIONS AND PAID UNDER ITEM "608000 - COARSE AGGREGATE

FOR FOUNDATION STABILIZATION AND SUBFOUNDATION BACKFILL". GEOTEXTILE IS TO BE IN ACCORDANCE WITH SECTION

827.06 OF THE DELDOT SPECIFICATIONS AND IS INCIDENTAL TO ITEM "608000 - COARSE AGGREGATE FOR FOUNDATION

STABILIZATION AND SUBFOUNDATION BACKFILL".

ROUND POSTS ARE PREFERED. MULTI-SIDED POSTS SHALL HAVE A MINIMUM BEND RADIUS OF 3" IF CHOSEN BY THE

CONTRACTOR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

TOTAL SHTS.

SHEET NO.

850

DELAWAREDEPARTMENT OF TRANSPORTATION

US 301MARYLAND STATE LINE

TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:

-BRIDGE NO.ADDENDUMS / REVISIONS

NEW CASTLE

ADL/SPM

YY/DJP

DRAFT NOT FOR BIDDING

AUGUST 2015

1’-0"

MI

N (

TY

P)

1’-0"

MI

N

(T

YP)

25’-0"

ST

A 241+

60

5"x 9" ACCESS HOLE

WITH FRAME AND COVER

(TYP)

DESIGN SIGN

AREA

16’-0"

36’-0"

1’-0"*

18’-0"

MA

X

SI

GN

HEI

GH

T

17’-6"

MI

N

CL

R

RE

Q’

D

17’-7�

"

CL

R

PR

OVI

DE

D

BOT

OF

BASE

P

BOTTOM OF FOOTINGELEV 60.00

1’-0" (TYP

ALL SIDES)

1’-0" (TYP

ALL SIDES)

5’-6" 10’-0" 4’-0" 36’-0" - 2 LANES, 1 EXIT 14’-0" - SHLDR 5’-6"

26’-9"

L TOWER BC

26’-6"

CL TOWER A

TOWER POLE

(TYP)

CL TRUSS AND SIGNS

ELEV 96.94*

90^

NOTES:

FOOTING (TYP)BOTTOM OF FOOTINGELEV 61.50

25’-0"

1.

2.

ALL SIGN PANELS SHALL BE INSTALLED SO THAT

THE PANEL IS CENTERED VERTICALLY ALONG

THE CHORD TRUSS.

DELDOT NO. 57 STONE TO BE IN ACCORDANCE

WITH SECTION 608 OF THE DELDOT SPECIFICATIONS.

GEOTEXTILE IS TO BE IN ACCORDANCE WITH SECTION

827.06 OF THE DELDOT SPECIFICATIONS. DELDOT

NO. 57 STONE AND GEOTEXTILE ARE INCIDENTAL

TO ITEM 605755.

STRUCTURE HEIGHT (H) = 25’-0"

DESIGN SIGN AREA = 576 SF

SPAN LENGTH = 80’-0"

END VIEW

ELEVATION

N

SCALE

FEET

0 8 16 24

PLAN

GUARDRAILLUS 301 CONSTRUCTION B

NB

US 301

ST

A

AH

EA

D

SHLDR

TOP SURFACE

OF ROADWAY

OSS-02

TOP OF PEDESTALELEV 71.50

TYPE 2

L SIGN STRUCTUREC

STA 241+60

(LOOKING STATION AHEAD)

* ADDITIONAL SIGN HEIGHT ALLOWANCE

FOR LARGE SIGNS. TOTAL DESIGN

AREA MUST NOT BE EXCEEDED.

26’-9"

80’-0"

OH-10

80’-0"

CL FOOTING & TOWER

2’-0"

MI

N

HIGH POINT

ON ROADWAY

ELEV 70.29

EXISTING GROUND LINE

GUARDRAIL (TYP)

DESIGN CRITERIA

TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

ADL/SPM

YY/DJP

329GENERAL PLAN

AND ELEVATIONSIGN STRUCTURE

SO1405

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_002.D

GN

16’-6"

REFERENCES:OSS-01

OSS-04 AND OSS-05

OSS-08

OSS-09

GENERAL NOTES

TRUSS AND TOWER DETAILS


FOUNDATION DETAILS

L

GEOTEXTILE (TYP)

DELDOT NO. 57 STONE (TYP)

DELDOT NO. 57 STONE (TYP)

GEOTEXTILE (TYP)

FINISHED GROUND LINEFINISHED GROUND LINE


SPLICE

(TYP)

L TOWER POLECCL TOWER POLE


AUGUST 2015

ST

A 220

+00

90^

BOT

OF

BASE

P

2’-0"

MI

N

2’-0"

MI

N

L TOWER BCCL TOWER A

STRUCTURE HEIGHT (H) = 25’-0"

SPAN LENGTH = 68’-0"

TYPE 4



DESIGN SIGN AREA = 322 SF

L TOWER POLECSPLICE

(TYP)

5"x 9" ACCESS HOLE


(TYP EACH POLE OF TOWER B)

TOP OF PEDESTALELEV 79.00 (TYP)

5"x 9" ACCESS HOLE


(TYP)

25’-0"

8’-0"

35’-0"

NOTES:

16’-6"

N

SCALE

FEET

0 8 16 24

PLAN

ELEVATION

END VIEW

ST

A

AH

EA

D

5’-0"

LUS 301 CONSTRUCTION B

NB

US 301

TOWER POLE

(TYP)

GUARDRAIL (TYP)

FOOTING (TYP)

SHLDR

TOP SURFACE

OF ROADWAY

SS3-10-01SS3-10-02

STA 220+00.00

(LOOKING STATION AHEAD)

HIGH POINT

ON ROADWAY

ELEV 77.39

OSS-03

L TRUSS AND SIGNS

ELEV 104.44

C

L SIGN STRUCTUREC

GUARDRAIL

(TYP)

FINISHED GROUND LINE FINISHED GROUND LINE

25’-0"

2" STANDARD WEATHERPROOF

SERVICE ENTRANCE CAP


17’-6"

MI

N

CL

R

RE

Q’

D

23’-0�

"

CL

R

PR

OVI

DE

D


DESIGN CRITERIA

1.

2.

3.

4.

3" SCH 80 PVC CONDUIT


(SEE NOTE 4)

68’-0"

68’-0"

5’-6"

TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

ADL/SPM

YY/DJP

21’-5�"25’-0�"21’-5�"

330GENERAL PLAN

AND ELEVATIONSIGN STRUCTURE

SO1410

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GN

10’-0" 4’-0" 24’-0" - 2 LANES 14’-0" SHLDR 5’-6"

220

+00

DMS SHALL BE INSTALLED SO THAT

IT IS CENTERED VERTICALLY ALONG

THE CHORD TRUSS.

DESIGN SIGN AREA INCLUDES ADDITIONAL

15% SIGN AREA FOR FUTURE SIGN

REPLACEMENT.

SEE SIGNING, STRIPING & CONDUIT PLANS FOR

CABINET BASE AND ITMS CONDUIT SIZE AND

ROUTING.

CONDUITS AND FITTINGS FROM ITMS CABINET TO

STRUCTURE ARE INCIDENTAL TO ITEM NO. 605755.

REFERENCES:OSS-01

OSS-04 AND OSS-05

OSS-08

OSS-09

GENERAL NOTES



FOUNDATION DETAILS

L

CL TOWER POLE

L FOOTING & TOWERC L FOOTING & TOWERC


AUGUST 2015

A

A

B

B

END DIAGONAL(TYP AT EACHEND OF TRUSSSECTION)

REFERENCES:GENERAL NOTES



OSS-01

OSS-06

OSS-07

331

TRUSS DETAILS

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L

L

TYPE

2 6 3

4 3

TRUSS DIMENSIONS

S:SPACING

X:# OF PANELS

Y:# OFPANELS

TOP VIEW OF TRUSS

FRONT VIEW OF TRUSS

SECTION A-A

SECTION B-B

TOP DIAGONAL (TYP) BOTTOM DIAGONAL (TYP)

REAR DIAGONAL (TYP) FRONT DIAGONAL (TYP)

SYMMETRICAL ABOUT

C TRUSS

SYMMETRICAL ABOUT

C TRUSS

TOP DIAGONAL

FRONT DIAGONAL

BOTTOM DIAGONAL

REAR DIAGONAL

SCALE

FEET

0 2 4 6

CROSS

BRACING

(SEE NOTE 1)

4’-1"

MIDSPAN CROSS BRACING

MIDSPAN CROSS BRACING

1’-6"

1’-6"

TYPE

2

4

MEMBER SIZES

TRUSS CHORD TRUSS CHORD BRACING

2.375" OD x .154" THICK

6.63" OD x .280" THICK

CAMBER DIAGRAM

TYPE

2

4

V

1.78"

NOTES:

4.5" OD x .237" THICK

TRUSS SECTION A TRUSS SECTION B

TRUSSSECTION A

TRUSSSECTION B

26’-9" 26’-6"

TOWER POLEDIAMETER

FRONT/REAR

END STRUT

1’-0"1’-0"

1’-0"1’-0"

FRONT/REAR STRUT

TOP/BOTTOM STRUTTOP/BOTTOM

END STRUT

FRONT STRUT

TOP STRUT

REAR STRUT

BOTTOM STRUT

1.17"3’-10 �" 5 21’-5 �" 25’-0 �" 4.000" OD x .226" THICK

TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

ADL/SPM

YY/DJP

TOP REAR

TRUSS CHORD

TOP FRONT

TRUSS CHORD

TOP FRONT

TRUSS CHORD

BOTTOM FRONT

TRUSS CHORD

SEE DETAIL 6

SEE DETAIL 6

SEE DETAIL 4

�" DIA WEEP

HOLES (TYP)

NTS

L

V

0.5L

C TOWER POLEL

TRUSS SECTION A TRUSS SECTION BC TOWER POLEL

OSS-04

SEE DETAIL 4

SEE DETAIL 5

SEE DETAIL 5

1.

2.

CHORD SPLICE

CHORD SPLICE

SEE CHORD SPLICE DETAILS

(TYPE 2 TRUSS SHOWN.

SEE TRUSS DIMENSIONS TABLE

BELOW FOR TYPE 4)

(TYPE 2 TRUSS SHOWN.

SEE TRUSS DIMENSIONS TABLE

BELOW FOR TYPE 4)

CROSS BRACING MEMBERS ALTERNATE IN DIRECTION AT PANEL POINT NEAREST CENTER LINE OF

TRUSS SECTION. FOR TYPE 4 IN TRUSS SECTION WITH 5 PANELS, PROVIDE CROSS BRACING TWO

PANELS FROM THE SPLICE.

TRUSSES SHALL BE FABRICATED WITH CAMBER AT THE CENTER OF THE SPAN EQUAL TO THE

VALUE GIVEN BY THE CAMBER DIAGRAM. ALL TRUSSES SHALL BE ASSEMBLED IN THE SHOP IN A

NO LOAD CONDITION TO ENSURE FIT AT SPLICES AND TO CHECK CAMBER.

4’-0"

4’-0"

4’-0"

4’-0"

4’-0"

PANEL LENGTH

(TYP)

X PANELS @ S SPACING Y PANELS @ S SPACING

X PANELS @ S SPACING Y PANELS @ S SPACING

PANEL LENGTH

(TYP)

6"

6"

TOWER POLE

DIAMETER

TOWER POLE

DIAMETER

4’-0"

9"

9"


AUGUST 2015

DETAIL 1

DETAIL 2

(VERTICAL AND HORIZONTAL TRUSS

MEMBERS NOT SHOWN FOR CLARITY)

�" THICK

GUSSET

PLATE

STEEL SADDLE

BLOCK (TYP)

�

WT 8x18TRUSS

SEAT

TYP

�3"S

LOT

�

WT 6x13 (CUT WEB

AS NECESSARY)

CHORD

SHIM PLATE

IF REQUIRED

2-�"DIA

U-BOLTS

TYPE

2

4

TOWER DIMENSIONS

H D ANGLE

25’-0"

25’-0"

49.4^

4’-0"

C TOWER POLELC TOWER POLELD

SEE DETAIL 1

2-�" DIA U-BOLTS WITH

TWO FLAT WASHERS

& HEX LOCK NUTS

C TRUSS END

DIAGONAL

4’-0"

1’-0"

2-�" DIA U-BOLTS WITH TWO FLAT

WASHERS, HEX LOCK NUTS & ONE

SADDLE BLOCK EACH BOLT

WT 8x18

TRUSS SEAT

ANGLE

SEE DETAIL 2

TOWER POLE

1’-0"

MI

N

WELD LENGTH

(TYP)

2’-0"

MI

N

H

L

TOWERBRACING

TYP

�

�" GUSSET

PLATE

(TYP)

�

6’-11"

2’-6"

X

Y

12’-0"

12’-0"

X

X

REMOVABLE STEEL PIPE CAPS (10 GAGE)

WITH 3-�" DIA SET SCREWS

SPACED EQUALLY AROUND PIPE

Y

TYP

MIDSPAN

CROSS

BRACING

X

X

1’-5�"

2’-0"

END VIEW OF TOWER

1" INTERNALLY THREADED NIPPLE

WITH PLUG (TYP EACH POLE OF

TOWER B ON SPAN SIDE, TYPE 4 ONLY)

5"x 9" ACCESS HOLE WITH

FRAME AND COVER (TYP

EACH POLE OF TOWER B

TYPE 4 ONLY).

2" STANDARD WEATHERPROOF

SERVICE ENTRANCE CAP

(TYP EACH POLE OF TOWER B

ON SPAN SIDE, TYPE 4 ONLY)

5"x 9" ACCESS HOLE WITH

FRAME AND COVER

2’-0"

7’-11" 48.4^ 1’-6�"

NOTES:

4�" MIN

6"

TYPE

2

4

MEMBER SIZES

TOWER POLE TOWER BRACING

18" OD x .25" THICK 4.5" OD x .237" THICK

18" OD x .25" THICK 4.5" OD x .237" THICK

L

C TOWER POLEL

OSS-05

REFERENCES:GENERAL NOTES OSS-01

C TOWER POLE

PROVIDE SLOT IN TOWER BRACING MEMBERS FOR CONNECTION TO GUSSET PLATES.1.

SCALE

FEET

0 2 4 6 332

TOWER ELEVATION DETAILS

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TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

ADL/SPM

YY/DJP


AUGUST 2015

NOTES:

SCALE

FEET

0 1 2 3

C CHORDL

�

�SEAL WELD

(TYP)

�

(TYP)

1�

"

MI

N

1�"

MIN

1�"

MIN

DETAIL 5

DETAIL 4

C CHORDL

�

�SEAL WELD

(TYP)

�

(TYP)

DETAIL 6

C CHORDL

�SEAL WELD

(TYP)

�

(TYP)

1�

"

MI

N

3�"M

IN

1"

1"

1"

3�"

MIN

C DIAGONALC DIAGONAL LL

SECTION D-D

1�"

MIN

COPE HOLE DETAIL

WELD (TYP) *

TRUSS

CHORD

GUSSET PLATE

THICKNESS + �"

L

L

L

�"

R= �"

CONTINUOUS

�" MAX

BACKING RING

DETAIL 3

3"

TYPE

2

4

POLE BASE PLATE

ELEVATION - POLE BASE PLATE

��

POLE

3�

"

MI

N

POLE BASE PLATE

POLE DIA D BC ANCHOR BOLT DIAH

9�"

9�"

18"

18"

34"

34"

26"

26"

2�"

2�"

14�"

14�"

PROJECTION

POLE BASE PLATEHEAVY HEXNUT (TYP)

ANCHOR BOLTS

�"ANCHOR PLATE

22"

GA

LV

ANI

ZE

D

19"

TH

RE

AD

S

PR

OJ

EC

TI

ON

3"

TOP OF PEDESTAL

ANCHOR BOLT DETAIL

8"

TH

RE

AD

S

6�"

MIN

PLAN - ANCHOR PLATE

BOLT CIRCLE (BC)

22.5^ (TYP)

DIRECTION OF TRUSS

LC ANCHOR PLATE & POLE

ANCHOR PLATE

BASE PLATE

C BASE PLATE & POLEL

ANCHOR BOLT HOLES = BOLT DIA +�"

BOLT CIRCLE (BC)

DIRECTION OF TRUSS

45^ (TYP)

22.5^ (TYP)

PLAN - POLE BASE PLATE

SEE DETAIL 3

HOLE DIA (H)

D

3�" MIN

3�

"

MI

N

3�" MIN

HOLE= BC-6"

BC

+ 6"

OSS-06

D

D

FLAT WASHER (TYP)

HEAVY HEXLEVELING NUT (TYP)

BASE PLATE AND ANCHOR PLATE DATA

NOTE=

BACKING RING MUST BE FITTED/SIZED TO THE

POLE AND CONTINUOUSLY FILLET WELDED TO

THE BASE PLATE BEFORE THE FULL

PENETRATION GROOVE WELD IS MADE.

C COPE HOLE

(BOTH FACES)

* TO PREVENT INTERSECTING FILLET WELDS ON OPPOSITE

SIDES OF A COMMON PLANE, PROVIDE A WELD ’HOLDBACK’ AT

THE EDGE OF THE GUSSET PLATE IN THE BRACING MEMBERS

EQUAL TO THE MINIMUM TOTAL WELD SIZE REQUIRED. ENSURE

MINIMUM TOTAL WELD LENGTHS ARE ACHIEVED.

1

BO

LT

DI

A

MA

X

1"

MI

N

GALVANIZED MESH

SCREEN (SEE NOTE 6)

1" MIN

1" MIN

1"

MIN3�"

MIN (TYP)

C TRUSS BRACING

AND C GUSSET PLATE

REFERENCES:OSS-01

OSS-04 AND OSS-05

ANCHOR BOLT HOLES = BOLT DIA + �"

45^ (TYP)

1"

TRUSS BRACING

TRUSS BRACING

PL �" THICK

PL �" THICK

PL �" THICK

PL �" THICK

CROSS BRACING

EM

BE

DM

EN

T

LE

NG

TH

= 6’-0"

MI

N

FRONT/REAR

DIAGONAL

CROSS BRACING

TOP/BOTTOM

DIAGONAL

GENERAL NOTES


SEAL WITH CAULK

TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEWCASTLE

ADL/SPM

YY/DJP

333


J:\

2008

PR

OJE

CT

S\

E3

X3

48

01\

700

CA

DD\

75

0A

ET\

SIG

N

ST

RU

CT

UR

ES\

DT_

301A

ET_

SS_

001.D

GN

1.

2.

3.

4.

5.

6.

7.

PROVIDE SLOT IN TRUSS CHORD BRACING MEMBERS FOR CONNECTION TO GUSSET PLATES.

ALL ANCHOR BOLTS SHALL BE PLUMB AFTER FOUNDATION INSTALLATION. STEEL TEMPLATE PLATE

SHALL BE USED TO SET ANCHOR BOLTS.

POLE BASE PLATE SHALL BE IN FULL CONTACT WITH ALL FLAT WASHERS.

ALL ANCHOR BOLTS SHALL BE TIGHTENED USING TURN OF NUT METHOD (30^ MIN TO 45^ MAX

TURN AFTER SNUG TIGHT).

THREADS OF BOLTS TO BE BURRED OFF AT FACE OF NUT AFTER COLUMN IS INSTALLED.

DO NOT USE GROUT BETWEEN BASE PLATE AND CONCRETE PEDESTAL. SEAL WITH GALVANIZED

MESH SCREEN, �" TO �" OPENING, TO PREVENT ENTRY OF RODENTS. SCREEN IS TO BE

REMOVABLE AND ATTACHED TO BASE PLATE WITH STAINLESS STEEL HARDWARE. SCREEN IS TO

BE OF SUFFICIENT STIFFNESS TO PREVENT ENTRY BETWEEN SCREEN AND FOUNDATION WHILE

PERMITTING DRAINAGE.

SLOPE TOP OF CONCRETE PEDESTAL 0.50% FROM CENTER TO NEAR EDGES FOR DRAINAGE.


AUGUST 2015

OSS-07

CHORD THICKNESS

SCALE

FEET

0 1 2 3

BOLT CIRCLE (BC)

60^ (TYP)

30^

C CHORD

(HORIZ LINE)

L

45^ (TYP)

45^ (TYP)

C CHORD

(HORIZ LINE)

L

C CHORD

(HORIZ LINE)

L

FLANGE PLATES

8"

OVERHEAD SIGN CHORD SPLICE SCHEDULE

FLANGE PLATE THICKNESSNO & SIZE OF BOLTSOD BCCHORD SIZE

11�"

OD OD

4.50" OD x .237" THK 6-1" DIA

TYPE

4

HOLE = CHORD OD + �"

HOLE = CHORD OD + �" BOLT CIRCLE (BC)

�

TYP

2"

2"

CHORD SPLICE:

FLANGE PLATE TYPE 4

FLANGE SPLICE DETAIL:

TYPE 4

LC CHORD

(HORIZ LINE)

(� x �)

FLANGE PLATES

�

2" DIA HOLE

2

CHORD SPLICE:

FLANGE PLATE TYPE 2

FLANGE SPLICE DETAIL:

TYPE 2

6.625" OD x .237" THK 13�" 10�" 8’-1" DIA

TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

ADL/SPM

YY/DJP

334


J:\

2008

PR

OJE

CT

S\

E3

X3

48

01\

700

CA

DD\

75

0A

ET\

SIG

N

ST

RU

CT

UR

ES\

DT_

301A

ET_

SS_

002.D

GN


CONNECTION DETAILS

OSS-01

OSS-06


AUGUST 2015

C TRUSS CHORD

C TRUSS CHORD

C SIGN PANEL/DMS

C SIGN PANEL/DMS

"A"

TR

US

S

CH

OR

D

SECTION G-G

SIGN PANEL/DMS

EXTRUDED SIGN

PANEL/DMS FACE

SIGN SUPPORT FOR

OVERHEAD SIGN STRUCTURES

SIGN PANEL/DMS

CONNECTION DETAILSECTION H-H

C TRUSS CHORD

C TRUSS CHORD

SIGN SUPPORT BEAM

SIGN SUPPORT

BEAM

C TRUSS CHORD

C SIGN PANEL/DMS

SUPPORT BEAM

TRUSS CHORDS

TRUSS CHORD

SS A 304 OR A 307

U-BOLTS (2) WITH SS

FLAT WASHER & HEX

LOCK NUT (TYP).

SIGN PANEL = �" DIA

DMS = �" DIA

SS A 304 OR A 307

U-BOLTS (2) WITH SS

FLAT WASHER & HEX

LOCK NUT, FOUR (4)

PER SUPPORT (TYP).


DMS = �" DIA

SEE SIGN PANEL/DMS

CONNECTION DETAILS

SS A 304 OR A 307

U-BOLTS (2) WITH SS

FLAT WASHER & HEX

LOCK NUT (TYP).


DMS = �" DIA

SIGN PANEL/DMS SUPPORT BEAM (TYP)

NOTES:

OSS-08

L

L

L

L

"C"

SI

GN

PA

NE

L/

DM

S

HEI

GH

T

"B" SIGN PANEL/DMS LENGTH

"G"

"C"

SI

GN

PA

NE

L/

DM

S

HEI

GH

T

SP

ACI

NG

"A"

TR

US

S

CH

OR

D

SP

ACI

NG

"E"

"D"

0" CLR

MIN

6’-0" MAX (SIGN PANEL)

5’-0" MAX (DMS)

"G"

3’-0" MAX (SIGN PANEL) 3’-0" MAX (SIGN PANEL)

1’-0" MAX (DMS) 1’-0" MAX (DMS)

"F"

W

BE

AM

LE

NG

TH *

SIGN

STRUCTURE

PANEL

DESIGNATION

NUMBER OF

SUPPORTS (MIN)

SUPPORT

SIZE A B C D E F G

4 23’-0" 9’-0" 13’-6"/16’-0"

DMS 8 W6x15 4’-0" 8’-0" 8’-0" 2’-0"

BEAM LENGTH EQUALSSIGN PANEL/DMS HEIGHT*

L

L

(TYP)1�"

L

L

5/8" (

SI

GN

PA

NE

L)

3/4" (

DM

S)

TR

US

S

CH

OR

D

O.

D.

+

W6x25

MIN

1’-0"

4’-9"

G

G

H

H

REFERENCES:GENERAL NOTES OSS-01

SO1405

SO1410

10

35’-0"

SIGN SUPPORTS TABLE

13’-6" 2’-6"4’-0"

335SIGN / DMS

HANGER DETAILS

J:\

2008

PR

OJE

CT

S\

E3

X3

48

01\

700

CA

DD\

75

0A

ET\

SIG

N

ST

RU

CT

UR

ES\

DT_

301A

ET_

SS_

004.D

GN

1. ALL SIGN PANELS SHALL BE INSTALLED SO THAT THE PANEL IS CENTERED

VERTICALLY ALONG THE CHORD TRUSS.

SCALE

FEET

0 2 4 6

TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

CNN/SPM

YY/DJP


AUGUST 2015

SS# TYPETOWER A TOWER B

PEDESTAL HEIGHT - H

4 6’-0" 7’-6"SO1410

SO1405 2 5’-0" 6’-6"

1-F506 EF

F506 EF

SCALE

FEET

0 2 4 6

PLAN

SECTION G-G

SECTION H-H SECTION J-J

12’-0"

6’-0"

20’-0"

6" 6"1’-0" 1’-0"

1’-8"

LA

P

1’-8"

LAP

F505

@ 12"

MA

X

1’-8"

LAP

3"

CL

R

(T

YP)

2’-3"

2’-6"

2’-0"

MI

N

2’-0"

MI

N

F505

@ 12"

MA

X

9’-0"

MI

N

F601 @ 12" MAX

6’-0"

F603 OR F613

@ 12" MAX

F602 @ 12" MAX

F601 @ 12" MAX

1’-8"

LA

P

6’-0"

5’-0"

5’-0"

13-F502 OR F512 @ 12" MAX

5’-0"

13-F503 @ 12" MAX EF

1’-3"

H

1’-8"

LAP

1’-3"

F504

@

12"

MA

X

F504

@

12"

MA

X1’-8"

LAP

3" CLR

(TYP)

5-

F504

@ 12"

MA

X

12’-0"

4-F501 @ 12"

MAX (TOP & BOT)

4-F501 @ 12"

MAX (TOP & BOT)

3" CLR

(TYP)

3"

6"

5’-0"

3" CLR

(TYP)

6"

6"

336FOUNDATION DETAILS

TYPES 2 & 4

J:\

2008

PR

OJE

CT

S\

E3

X3

48

01\

700

CA

DD\

75

0A

ET\

SIG

N

ST

RU

CT

UR

ES\

FT_

301A

ET_

SS_

001.D

GN

TOTAL SHTS.

SHEET NO.

850



TO LEVELS ROAD

CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:


NEW CASTLE

ADL/SPM

YY/DJP

F501

F501

�" x �" CHAMFER

(TYP)

ANCHOR BOLTS

(TYP)

C TOWER

POLE

C TOWER

POLEL LLC FOUNDATION

& TRUSS

DIRECTION OF TRAFFIC

C TOWER POLE

AND FOOTINGL

7-F603 OR F613

12-F503 EF

7-F601

OSS-09

ANCHOR PLATE

(TYP)

7-F602 (TYP)

F502 OR F512

G G

J

J

H

H


REINFORCEMENT BAR SCHEDULE

OSS-01

OSS-10

6" 6"


AUGUST 2015

TOTAL SHTS.

SHEET NO.


CONTRACT

T200811301

COUNTYDESIGNED BY:

CHECKED BY:

BRIDGE NO.ADDENDUMS / REVISIONS


TO LEVELS ROAD NEW CASTLE

-

OSS-10QUANTITIES A AND B REFER TO TOWER SIDES A AND B FOUNDATIONS.

NOTES:

1.

850

ADL/SPM

YY/DJP

BAR SCHEDULE

J:\

2008

PR

OJE

CT

S\

E3

X3

48

01\

700

CA

DD\

75

0A

ET\

SIG

N

ST

RU

CT

UR

ES\

BR_

301A

ET_

SS_

010.D

GN

337

SPECIFICATIONS BENDING DIMENSIONS

QTY. SIZE LENGTH MARK TYPE A B C D

A B

SO1405

16 16 5 11’-8" F501 S10 3’-1" 5’-6" 3’-1"

13 - 5 16’-6" F502 S10 6’-0" 4’-6" 6’-0"

26 26 5 8’-11" F503 S10 10" 4’-6" 3’-7"

10 10 5 26’-6 3/4" F504 17 10’-7" 5’-4 3/4" 10’-7"

10 14 5 17’-6 3/4" F505 17 6’-7" 4’-4 3/4" 6’-7"

2 2 5 10’-11" F506 STR

- 13 5 19’-6" F512 S10 7’-6" 4’-6" 7’-6"

7 7 6 19’-6" F601 STR

14 14 6 12’-7 3/4" F602 17 6’-0" 4’-4 3/4" 2’-3"

7 - 6 25’-9 1/2" F603 17 7’-2 3/8" 11’-4 3/4" 7’-2 3/8"

- 7 6 28’-9 1/2" F613 17 8’-8 3/8" 1’-4 3/4" 8’-8 3/8"

SO1410

16 16 5 11’-8" F501 S10 3’-1" 5’-6" 3’-1"

13 - 5 18’-6" F502 S10 7’-0" 4’-6" 7’-0"

26 26 5 8’-11" F503 S10 10" 4’-6" 3’-7"

10 10 5 26’-6 3/4" F504 17 10’-7" 5’-4 3/4" 10’-7"

12 16 5 17’-6 3/4" F505 17 6’-7" 4’-4 3/4" 6’-7"

2 2 5 10’-11" F506 STR

- 13 5 21’-6" F512 S10 8’-6" 4’-6" 8’-6"

7 7 6 19’-6" F601 STR

14 14 6 12’-7 3/4" F602 17 6’-0" 4’-4 3/4" 2’-3"

7 - 6 27’-9 1/2" F603 17 8’-2 3/8" 11’-4 3/4" 8’-2 3/8"

- 7 6 30’-9 1/2" F613 17 9’-8 3/8" 11’-4 3/4" 9’-8 3/8"

17

NOTES:

STANDARD BAR BENDS

D D

D

J

B

K D

H

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

WHERE BARS ARE TO BE BENT MORE ACCURATELY THAN STANDARD BENDING

TOLERANCES, BENDING DIMENSIONS WHICH REQUIRE CLOSER FABRICATION

SHOULD HAVE LIMITS INDICATED.

FIGURES IN CIRCLES SHOW TYPES.

FOR RECOMMENDED DIAMETER "D", OF BENDS, HOOKS, ETC., SEE ’CRSI’

OR ’ACI’ TABLES.

TYPE S1-S12, T1-T16 APPLY TO BAR SIZES #3 THROUGH #6.

STANDARD BAR BENDS INCLUDE ONLY TYPES 1-32, S1-S12, AND T1-T16.

ALL DIMENSIONS ARE OUT-TO-OUT OF BAR EXCEPT "A" AND "G" ON

STANDARD 180^ AND 135^ HOOKS.

"J" DIMENSIONS ON 180^ HOOKS TO BE SHOWN ONLY WHERE

NECESSARY TO RESTRICT HOOK SIZE, OTHERWISE STANDARD

HOOKS ARE TO BE USED.

WHERE "J" IS NOT SHOWN, "J" WILL BE KEPT EQUAL TO

OR LESS THAN "H" ON TRUSS BARS. WHERE "J" CAN

EXCEED "H", IT SHOULD BE SHOWN.

"H" DIMENSIONS STIRRUPS TO BE SHOWN WHERE NECESSARY

TO FIT WITHIN CONCRETE.

UNLESS OTHERWISE NOTED, DIAMETER "D" IS THE SAME

FOR ALL BENDS AND HOOKS ON A BAR.

WHERE SLOPE DIFFERS FROM 45^, DIMENSIONS "H" AND

"K" MUST BE SHOWN.

S10

B D

CC

DB

H6

CB

A

D

A

B

C

D

H14DRAFT NOT FOR BIDDING

AUGUST 2015

NOT FOR BIDDING AUGUST 2015 - Delaware Department of ...

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Transcript of NOT FOR BIDDING AUGUST 2015 - Delaware Department of ...