ORB 7014_Sperry Fork Causeway_Drawing_4of9_Site_Plan_Abutment.pdf

3'-0" 4'-0" (TYP.)

1' -6

1'-6"

3"

'-0

8'-0"

10'-0"

10"x10" WF - BRIDGE BEAM

10'-0"

3' -0

1'

GUARDRAIL 2X4 VERTICAL

TIMBER DECK

1'-6"

GUARDRAIL

10"X10" WF

BRIDGE BEAM

2" O RAILING

& POST

1" O REBAR 1' LONG

(HORIZONTAL)

10"X10" WF

BRIDGE BEAM

C

1" O REBAR THRU

FLANGE WITH 6"

LONG CAP

FORWARD ABUTMENT

L BRIDGE

3'-0"

1' -6

3"

8'-0"

10'-0"

3' -0

10'-0"

8"x8" WF - BRIDGE BEAM

2" O RAILING

& POST

1" O REBAR THRU

FLANGE WITH 6"

LONG CAP

1" O REBAR 1' LONG

(HORIZONTAL)

1'-6"

1'

42"

4'-0" (TYP.)

CL BRIDGE

REAR ABUTMENT

1'-6"

GUARDRAIL

8"X8" WF

BRIDGE BEAM

GUARDRAIL 2X4 VERTICAL

TIMBER DECK

8"X8" WF

BRIDGE BEAM

'-0

9'-4"

"A"

"B"

"A"

"B"

2X4 VERTICAL

TIMBER DECK

2X4 VERTICAL

TIMBER DECK

EDGE OF PAVEMENT

'-0

'-0

4'-1 5/8"

4'-6"

5' -6

FORWARD ABUTMENT

STA. 4+00

FORWARD ABUTMENT

STA. 4+10

REAR ABUTMENT

STA. 0+10.35

REAR ABUTMENT

STA. 0+20

STA. 0+00

10"X10"X1" STEEL PLATE

10"X10"X1" STEEL PLATE

ELEV. = 108.0

ELEV. = 111.0

L 4"X4"X1/2"

ELEV. = 108.6

TOP AT ELEV. = 111.0

ELEV. = 109.8

R

AD

. = 2'-2"

4'-4"

"C"

"C"

L 4"X4"X1/2"

(TYP.)

L 4"X4"X1/2"

(3 EACH)

R

AD

. = 2'-1"

4'-2"

"C"

"C"

L 4"X4"X1/2"

(TYP.)

L 4"X4"X1/2"

(3 EACH)

R

AD

. = 1'-11 1/2"

3'-11"

"C"

"C"

L 4"X4"X1/2"

(TYP.)

L 4"X4"X1/2"

(3 EACH)

DRAINAGE

OPENINGS

(TYP.)

DRAINAGE

OPENINGS

(TYP.)

20'-0" 20'-0"

ODOT 626 BARRIER REFLECTORS

MARKERS ATTACHED THE

COMPLETE SURFACE OF EACH

ARCH L 4"X4"X1/2" (3 EACH)

HELICAL TIE BACK HELICAL TIE BACK

6"

6"WIRE MESH

WIRE MESH

6" 6"

WIRE MESH

WIRE MESH

2X4 VERTICAL

TIMBER DECK

BRIDGE BEAM

BRIDGE

COLUMN

CROSS

FRAMES

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

4 9

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

Sperry_Kosmas_Bridge_Details.dwg

( IN FEET )

GRAPHIC SCALE

02 2 4 81

NOTES

ALL STEEL CONNECTIONS TO BE WELDED. ALL WELDING SHALL BE IN ACCORDANCE

WITH D1.1-88 WELDING STANDARDS. STEEL SHALL BE ASTM A 588.

THE TYPICAL STRUCTURAL LUMBER GRADE DECKING SYSTEM IS NOMINAL 2"X4"

TREATED SOUTHERN YELLOW PINE, LAID EDGEWAYS PERPENDICULAR TO THE BEARING

STRINGERS. THE 2 X 4 VERTICAL FLOORING SYSTEMS SHALL HAVE WOOD

PRESERVATION TREATMENT TT-W-571 "WOOD PRESERVATIVE: RECOMMENDED

TREATMENT PRACTICE" FOR THE EXPOSURE IN THESE APPLICATIONS. THE

PRESERVATIVE FORMULATION MUST BE REGISTERED FOR USE BY THE EPA UNDER THE

LATEST REVISION OF FIFRA AND SECTION 716.03 - TREATED STRUCTURAL TIMBER AND

LUMBER OF FP-03 STANDARDS FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS. CERTIFICATIONS MUST BE SUBMITTED THAT STATE THE

TREATMENT MEETS ALL OF THE ABOVE REQUIRE MONTS.

DECK PANELS SHALL BE NAILED 12" ON CENTER, STAGGERED. USING 16d GALVANIZED

NAILS. SO AS TO BE COMPATIBLE WITH WOOD PRESERVATIVE TREATMENT.( IN FEET )

GRAPHIC SCALE

01 1 2 4.5

NAILS

8X8 WF OR 10X10WF6"X6" BOX PLATE

2X4 VERTICAL

TIMBER DECK

2X4 VERTICAL

TIMBER DECK

8X8 WF OR 10X10 WF

6"X6" BOX PLATE

2" STEEL PIPE

RAILING & POSTS

2" STEEL PIPE RAILING

& POSTS

4" X 14" PLATE COMPLETE

LENGTH OF BRIDGE.

(SEE NOTE 1)

L 5" X 3" X 14"

DECK

RETAINING

ANGLES

L 5" X 3" X 14"

DECK

RETAINING

ANGLES

4" X 14" PLATE COMPLETE

LENGTH OF BRIDGE.

(SEE NOTE 1)

NOTE 1: THE 4" X 14" (T) PLATE SHALL

BE INSTALLED AFTER 2 X 4 VERTICAL

TIMBER DECK IS INSTALLED. THESE

PLATE SHALL BE SECURED BY 1"

LONG SPOT WELDS SPACED 12 INCH

ON CENTER.

RAILING POST SHALL RUN COMPLETE

LENGTH OF BOX PLATE AND BE WELDED

COMPLETE LENGTH.

WELD 12" (T) STEEL

PLATE TO 6"X6"

STEEL BOX PLATE

(ALL SEAMS)

NOTES

OPENING IN THE WOOD BRIDGE DECKING SHALL BE ESTABLISHED IN A PATTERN AS

SHOWN ABOVE. THE CRITERIA IS FOR OPENING TO BE EVERY SIX (6) 2X4 AND THAT NO

OPENING IS ABOVE A STEEL STRUCTURE MEMBER.

WELD 2" O POST TO

2" STEEL PLATE

DISTANCE VARIOUS FOR 8"X8" WF

& 10"X10: WF BRIDGE BEAMS

6"

6"