S-522 STRUCTURAL STEEL SHEETING_Amendment 10 (2024-09-06).pdf
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- Solicitation number
- W912DS24B0014
About this file
This document is a plan drawing for a braced excavation for the S-522 Structural Steel Sheeting project as part of the Port Monmouth Hurricane and Storm Damage Reduction Project in Monmouth County, New Jersey.
The key details are:
- The project involves the construction of 1,521 LF of floodwall, 1,040 LF of levee, and other related site work.
- The contract will be awarded via an Invitation for Bids (IFB) method as a Small Business Set-Aside with a base period of performance of 1,300 calendar days.
- The solicitation is anticipated to be issued on or about May 10, 2024 with bids due approximately 30 days later.
- The estimated magnitude of the construction is between $50 million and $75 million.
- The applicable NAICS code is 237990, Other Heavy and Civil Engineering Construction with a $45 million small business size standard.
- The solicitation and amendments will be issued electronically via the Contract Opportunities website on SAM.gov.
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Text version
M A
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S-522
-5
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131128
EL. -14.00±
BOTTOM OF EXCAVATION
EL. 4.92±
EXISTING GROUND ELEVATION
EL. 5.00 MIN
TOP OF SHEETING
EL. 2.00 (SEE NOTE 1)
CL OF WALE AND STRUT
OF 490.85 IN4 / FT
MINIMUM MOMENT OF INERTIA
STEEL SHEETING WITH
SEE DETAIL "C" (TYP.)
OR EQUIVALENT (TYP.)
WALE SIZED AT HP12X63
OR EQUIVALENT
STRUT SIZED AT HP10X42OR EQUIVALENT (TYP.)
WALE SIZED AT HP12X63
OF 490.85 IN4 / FT
MINIMUM MOMENT OF INERTIA
STEEL SHEETING WITH
SEE DETAIL "A"SEE DETAIL "B" 3 3/8" X 5/8" (TYP.)
STIFFENER PL
CONSTRUCTION OPERATIONS.
CONTRACTOR SHALL PROTECT STRUTS AT ALL TIMES DURING 9.
ARE INSTALLED.
2'-0" BELOW THE WALE/STRUT ELEVATION UNTIL THE WALES AND STRUTS
DO NOT PROGRESS THE EXCAVATION AT THE WALL FACE FARTHER THAN 8.
OF THE PROPOSED CULVERT HEADWALLS.
OF IT. LIMIT OF PERMANENT SHEETING SHALL EXTEND TO THE INSIDE FACE
STEEL PILE TO REMAIN SO THAT THE ROADWAY CAN BE POURED ON TOP
AFTER INSTALLATION OF CULVERT AND REMAINDER OF FILL, CUT TOP OF 7.
CONTINUE EXCAVATION PAST END OF SHEET PILE.
0" WIDE FROM THE EDGE OF THE CONCRETE APRON TO BE PLACED.
GRANULAR FILL. PROVIDE A BENCH AT BOTTOM OF EXCAVATION ABOUT 3'-
WITH SPECIFICATION SECTION 31 00 00 PARAGRAPH 1.5.12 SELECT
COMPACT EXISTING GROUND PRIOR TO PLACING FILL IN ACCORDANCE 6.
THE EDGE OF APRON FOOTPRINT.
STEEL SHEETING REMOVAL. LIMIT OF EXCAVATION SHALL LINE UP WITH
EXCAVATE SOIL TO FINAL GRADE BEHIND STEEL SHEETING PRIOR TO 5.
SHEET PILING SHALL PARTIALLY REMAIN IN THE GROUND AS NOTED.4.
UTILITIES CAN REMAIN IN SERVICE FOR THE DURATION OF CONSTRUCTION.
CONSTRUCTION, AND THE SHEET PILING SHALL BE DETAILED SO THAT THE
EXCAVATION. THE UTILITIES SHALL NOT SHUT OFF DURING
THE CONTRACTOR SHALL LOCATE ANY EXISTING UTILITIES DURING 3.
PROPOSED REINFORCED CONCRETE PIPE AND ITS INLET.
MAINTAIN A 6' CLEAR DISTANCE BETWEEN THE SHEET PILE AND THE 2.
EL. 0.00 PRIOR TO INSTALLATION OF REINFORCED CONCRETE PIPES.
REMOVE STRUT AND WALE BRACING SYSTEM WHEN TOP OF FILL REACHES 1.
NOTES:
(NOT TO SCALE)
BRACED EXCAVATION PLAN
5/16"
5/16"
(TYP.)
(NOT TO SCALE)
BRACED EXCAVATION ELEVATION
BEHIND STEEL SHEETING
TOP OF EXISTING GRADE
(SEE NOTE 6)
IN FRONT OF STEEL SHEETING
SLOPED BOTTOM OF EXCAVATION
3 3/8" X 5/8" (TYP.)
STIFFENER PL
H.S. BOLTS (TYP.)
CL OF ASTM F3125, GRADE A325
DEPTH OF 19 FT
MINIMUM EMBEDMENT
PILE TIP EL. -33.00
SHIM AS NECESSARY
H.S. BOLTS (TYP.)
ASTM F3125, GRADE A325
(NOT TO SCALE)
DETAIL A
(NOT TO SCALE)
DETAIL B
(NOT TO SCALE)
DETAIL C
3 3/8" X 5/8" (TYP.)
STIFFENER PL
OR EQUIVALENT (TYP.)
WALE SIZED AT HP12X63
OR EQUIVALENT (TYP.)
STRUT SIZED AT HP10X42
OR EQUIVALENT (TYP.)
STRUT SIZED AT HP10X42
SHIM AS NECESSARY
H.S. BOLTS (TYP.)
ASTM F3125, GRADE A325
EL. -14.00
BOTTOM OF EXCAVATION
(SEE NOTE 5)
BEHIND STEEL SHEETING
SLOPED BOTTOM OF EXCAVATION
2L5X5X5/16
2L10X10X3/4
OR EQUIVALENT (TYP.)
WALE SIZED AT HP12X63
3 3/8" X 5/8" (TYP.)
STIFFENER PL
H.S. BOLTS (TYP.)
ASTM F3125, GRADE A325
2L5X5X5/16 AT EXTERIOR STRUTS
2L10X10X3/4 AT INTERIOR STRUTS
OR EQUIVALENT (TYP.)
WALE SIZED AT HP12X63
STEEL SHEETING
OR EQUIVALENT (TYP.)
STRUT SIZED AT HP10X42
OR EQUIVALENT (TYP.)
WALE SIZED AT HP12X63
OR EQUIVALENT (TYP.)
STRUT SIZED AT HP10X42
(NOT TO SCALE)
SECTION A-A
1.5
1.5
5/16"
(TYP.)
5/16"
(SEE NOTE 7)
TOP OF PILE EL. 5.00
STEEL STRUTS SPACED AT 5 FT MAXIMUM
PERMANENT SHEETING (SEE NOTE 7)TEMPORARY SHEETING TO BE REMOVED AFTER CONSTRUCTION
RIGHT HAND SIDE SIMILAR
AND BRACING SYSTEM
CENTERLINE OF STEEL SHEETING
OR EQUIVALENT (TYP.)
STRUT SIZED AT HP10X42
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IDENTIFICATION
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