C-510.pdf

PDF 266 KB Posted

Attached to
Contract 4B, Port Monmouth Hurricane and Storm Damage Reduction Project
Solicitation number
W912DS24B0014
Issued by

About this file

This document appears to be a drawing/detail sheet (C-510) related to a federal contract opportunity for the Port Monmouth Hurricane and Storm Damage Reduction Project in Middletown Township, Monmouth County, New Jersey.

The federal contract opportunity, Solicitation Number W912DS24B0014, is for the construction of Phase II, Contract 4B components of the project, including 1,521 LF Floodwall, 1040 Levee, 3,100 Contaminated non-hazardous material, 15,510 CY Haul and Dispose of excess/unsatisfactory material, 2,405 CY Borrow Material, 2 Road Closure gates, 119,300 LF Steel H-Piles, and 11 total static load tests. The project is expected to cost between $50 million and $75 million and will be acquired as a Small Business Set-Aside. The Invitation for Bids (IFB) is anticipated to be issued on or about 10 May 2024 with bids due 30 days later. The base period of performance is 1,300 calendar days from the Notice to Proceed (NTP) date. The applicable NAICS code is 237990, Other Heavy and Civil Engineering Construction, with a size standard of $45,000,000.

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Text version

ALL AROUND

FILTER FABRIC

AGGREGATE

DENSE GRADED

PAVEMENT

SAW-CUT

BITUMNOUS CONCRETE (I-5)

2" FINE AGGREGATE

STABILIZED BASE (I-2)

4" BITUMINOUS CONC.

SUBBASE MATERIAL

6" - 12" GRAVEL

(as noted on plan)

OR CONC. ENCASEMENT

" STONE BEDDING4

6' to 10' TYPICAL

A

A

N.T.S.

PIPE BEDDING DETAIL

MAXIMUM PAYMENT LIMITS

TEMPORARY RESTORATION FINAL RESTORATION

18" 18"

2'-0" + O.D.

M

IN

EXIST. GRADE

N.T.S.

" STONE UNLESS OTHERWISE NOTED ON PROFILES.4

3PIPE BEDDING IS 8.

CONSTRUCTION AND SAFETY CODES AND OSHA REQUIREMENTS.

NECESSARY, EXCAVATION SHALL BE SHEETED AND BRACED, IN COMPLIANCE WITH NJ

THE CONTRACTOR SHALL COMPLY WITH OSHA STANDARDS FOR EXCAVATIONS. WHERE7.

ALL DISTURBED TRAFFIC/PAVEMENT MARKINGS SHALL BE REPLACED IN KIND.6.

FERTILIZER AND STRAW MULCH.

IN UNPAVED AREAS, CONTRACTOR SHALL RESTORE THE TRENCH WITH 4" TOPSOIL, SEED,5.

OR SELECT FILL MAY BE SUBSTITUTED FOR BACKFILL MATERIAL, AS APPROVED BY THE COR.

BACKFILL MATERIALS TO BE PLACED IN 12" MAX. LIFTS. SUITABLE EXCAVATED MATERIAL4.

STANDARDS.

ALL TRENCHES SHALL BE RESTORED IN ACCORDANCE WITH MONMOUTH COUNTY DESIGN3.

DAY UNLESS OTHERWISE APPROVED BY TOMSA.

ALL TRENCHES IN ROADWAY SHALL BE TEMPORARILY PAVED AT THE END OF EACH WORK2.

ALL TRENCHES IN EXISTING PAVEMENT SHALL BE SAW CUT.1.

NOTES:

FOR UTILITY CROSSINGS

CONCRETE ENCASEMENT DETAIL

(TYP.)

AT EACH END OF CASING

TWO SPACERS PLACED

GROUT PIPE END GROUT PIPE END

STAINLESS STEEL BANDS

RUBBER END SEAL WITH

N.T.S.

STEEL SLEEVE DETAIL

SANITARY PIPE

STEEL SLEEVE

BETWEEN SPACER

2' from

BELL END

SHALL NOT INSTALL A PIPE JOINT WITHIN THE SLEEVE SECTION.

FOR STEEL SLEEVE LENGTHS THAT ARE LESS THAN 15', THE CONTRACTOR3.

PIPE AND INSULATOR SPACER MANUFACTURERS.

AND CARRIER PIPE SHALL BE AS REQUIRED AND APPROVED BY THE

GROUTING AT THE PIPE ENDS METHODS BETWEEN THE STEEL CASING2.

SPACERS OR EQUAL AS APPROVED BY THE CONTRACTING OFFICER.

SPACERS SHALL BE HIGH DENSITY POLYETHYLENE RACI CASING1.

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