C-511.pdf
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- Solicitation number
- W912DS22B0003
About this file
This document package includes engineering drawings and specifications for a curved fence detail to be installed on a sheet pile retaining wall as part of the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, New Jersey. The drawings provide details for installing curved fencing on top of the sheet pile wall, including post spacing and dimensions, fabric and rail materials, connection details to the sheet pile wall, and general notes. The related federal contract opportunity notice indicates Solicitation Number W912DS22B0003 was issued by the U.S. Army Corps of Engineers New York District for Contract 5 of the Port Monmouth project.
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C-511
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1#4"
> OF 2" SQ. POSTS
>AT POST
°4'-0" RAD.
LEVEL1
2" SQ. POST
(7'-0" LONG)
C.L.F. FABRIC
PILE CAP
TOP OF SHEET
" O.D.4
3" I.D. BY 116
STAINLESS STEEL WASHER,
BOLT, HEX NUT & #10 GAGE
RESISTING STEEL ANCHOR
" DIA. CORROSION4
3 >
APPROVED CAULKING COMPOUND
BY ENGINEER) & SEAL WITH AN
SLEEVE & POST (IF REQUIRED
INSERT SHIM MATERIAL BETWEEN
STAKE EACH ANCHOR BOLT
V A
R
IE
S
SHEET PILE WALL
POST TOP CASTING
BRACE RAIL CASTING
2" SQ. END POST
END POST CASTING
END POST BASE PLATE
BOLT
KNUCKLED FINISH
TOP FABRIC
ABUTMENT JOINTS.
OVER ALL PIER AND
PLACE RAIL SLEEVES
AT 6" O. C. , ALL RAILS
FABRIC TIES SPACED
1'-0" O. C. , ALL POSTS
FABRIC TIES SPACED AT
6'-0" MAXIMUM
PLACED WHERE NECESSARY
RANDOM LENGTH, SLEEVES
" SQ. TOP RAIL MAY RUN2
(0.148" DIA.) CLF FABRIC
1" DIAMOND MESH #9 GAGE
" SQ. BOTTOM RAIL2
LINE POST CASTING
POST
2" SQ. INTERMEDIATE
LINE POST CASTING
PLATE
POST BASE
INTERMEDIATE
PILE CAP
TOP OF SHEET
KNUCKLED FINISH
BOTTOM FABRIC
STRETCHER BAR
"8
" BY 4
DIA. CARRIAGE BOLT
"16
BY 1" @ 1'-0" O. C. WITH
"8
STRETCHER BAR BAND
" SQ. BRACE RAIL2
" SQ. BRACE RAIL2
" Sq. Rails (Top & Brace)2
THROUGH THE NUT. (TYP.)
"4
BOLTS MORE THAN
ARE TIGHTENED, DO NOT PROJECT
FACE OF CASTINGS. AFTER NUTS
THAT ALL NUTS ARE ON EXTERIOR
RAIL AND POST CASTINGS. ENSURE
" I. D. WASHERS FOR ALL2
AND
" DIA. CARRIAGE BOLTS, HEX NUTS8
" MIN.)4
THE NUT (
" ABOVE 8
MORE THAN
DO NOT PROJECT THE BOLTS
AFTER NUTS ARE TIGHTENED,
" SQ. SLEEVE (6" LONG)2
REFER TO SHEET C-205 FOR TOP OF SHEET PILE PROFILE.5
REFER TO SHEET C-202, C-304 AND C-305 FOR ROAD RAISING PLA, PROFILE AND CROSS SECTIONS.4
FOR MORE DETAILS REFER TO NJDOT BRIDGE CONSTRUCTION DETAIL BCD-509-1.3
THE CURVED FENCE SHALL BE CONSTRUCTED ACCORDING TO THE NJDOT STANDARDS AND SPECIFICATIONS.2
THE CURVED FENCE SHALL BE LOCATED ON TOP OF THE SHEET PILE RETAINING WALL CAP FOR THE PROPOSED ROAD RAISING.1
GENERAL NOTES:
CURVED FENCE
NTS
MC 18 X 42.7
5/8" A307 BOLT (TYP)
FILLER MATERIAL
.4
DETAIL A
PLANSECTION
TOP OF CURB VARIES
FENCE SHEET PILE CONNECTION
NTS
A
EL. -55.0
BOTTOM OF SHEE PILE
SHEET PILE WALL
FILLER MATERIAL
FILLER MATERIAL
APPROVED EQUAL
BOLTS AND PLATES CONNECTING FENCE TO SHEET PILE SHALL BE STAINLESS STEEL 316 OR 2.
REFER TO SCHEDULE ON S-004 FOR REQUIRED SHEET PILE SECTION PROPERTIES1.
NOTES:
SIDE OF ROAD
GUIDE RAIL SOUTH
4"
1"
FENCE POST
6"
6"x6"x0.5" A36 PLATE
MC 18 X 42.7
FENCE AT SHEET PILE STEP DOWN
NTS
B
END POST
END POST
S
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P
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N
6" MAX.
FENCE (SEE DETAIL THIS SHEET)
5/8" A307 BOLTS (TYP)
MC 18 X 42.7
MC 18 X 42.7SHEET PILE 2
SHEET PILE 2
4"
.5
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PORMON_CT5_C-511.dgn Plot 6/7/2022 12:16:53 PM
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