P1564U CS501 SITE DETAILS - REVISED.pdf

PDF 411 KB Posted

Attached to
N4008524R2716 - P-1584U Parachute Tower Road Upgrades and P-1564U Connector Road
Solicitation number
N4008524R2716
Issued by

About this file

This document appears to be a set of construction drawings for a federal contract opportunity. The drawings provide details for site work including curb and gutter, pavement patching and overlay, and a multi-use trail. The related federal contract opportunity is for the P-1584U Parachute Tower Road Upgrades and P-1564U Connector Road project at MCB Camp Lejeune in Jacksonville, NC. The solicitation number is N4008524R2716, and the work is limited to Civil/Paving MACC Contractors listed on the General Requirements cover page. The drawings provide specifications for the pavement, curb, and trail construction, including dimensional details and material requirements. No specific pricing or award details are provided in this document.

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Other files

File Type Posted
Amend 0010 N40085-24-R-2716 RFI 0004 Q and A.pdf PDF
Amend 0009 N40085-24-R-2716.pdf PDF
P1584U CS501 SITE DETAILS - REVISED.pdf PDF
Amend 0008 N40085-24-R-2716 Proj P1584U and P1564.pdf PDF
20231716 P1584 approval letter.pdf PDF
NC23-018 P1564U Test Hole Reports.pdf PDF
P1564 final signed MEF P 1564 NW 14.pdf PDF
Final signed Parachute Tower P 1584 NW 14.pdf PDF
NC23-025 P1584U Test Hole Reports.pdf PDF
Amend 0007 N40085-24-R-2716.pdf PDF
20231717 IP correction letter.pdf PDF
2021 NWP 14.pdf PDF
Amend 0006 N40085-24-R-2716 Site Visit Date.pdf PDF
1734894dwg05of07CIVIL.pdf PDF
1734894dwg04of07GEOTECHNICAL.pdf PDF
Amend 0005 N40085-24-R-2716 P1564U Drawings.pdf PDF
1734894dwg07of07ELECTRICAL.pdf PDF
1734894dwg06of07LANDSCAPE.pdf PDF
1734894dwg02of07ENVIRONMENTAL.pdf PDF
1734894dwg01of07GENERAL.pdf PDF
1734894dwg03of07SURVEY.pdf PDF
1734893dwg04of07GEOTECHNICAL.pdf PDF
1734893dwg07of07ELECTRICAL.pdf PDF
1734893dwg06of07LANDSCAPE.pdf PDF
1734893dwg02of07ENVIRONMENTAL.pdf PDF
Amend 0004 N40085-24-R-2716 P1584U Drawings.pdf PDF
1734893dwg01of07GENERAL.pdf PDF
1734893dwg03of07SURVEY.pdf PDF
1734893dwg05of07CIVIL.pdf PDF
Amendment 0003 N40085-24-R-2716.pdf PDF
Amend 0002 - 1734894 dwg.pdf PDF
Amend 0002 - 1734894_1734893 Specs.pdf PDF
Amend 0002 N40085-24-R-2716.pdf PDF
Amend 0001 N40085-24-R-2716 (1).pdf PDF
JA ML-24-55 P1584U WaveTronix (R).pdf PDF
RFP N4008524R2716 Project P1564U P1584U.pdf PDF
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CS501

CURB WIPEDOWND1

18" CURB AND GUTTERA1 UTILITY BITUMINOUS PAVEMENT PATCHA2

MULTIUSE TRAILD2

HEAVY DUTY ASPHALT PAVEMENT (TYPE 1)A4

DETECTABLE WARNING DOMESC1

MULTIUSE TRAIL ADJACENT TO CURBD3

ASPHALT PAVEMENT (WIDENING) WITH MILL AND OVERLAY (TYPE 2)C3

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NAVAL STATION NORFOLK

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NORFOLK, VA

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MCB CAMP LEJEUNE

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JACKSONVILLE, NC

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DSN

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SITE DETAILS

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DLB

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AS SHOWN

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DLB

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TOP OF PAVEMENT

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CURB

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COMPACTED

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BACKFILL

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MIN

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MIN

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MATCH EXIST. PAVEMENT SECTION,

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2" MIN.

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EXIST.

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PAVEMENT

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SAW CUT

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PAVEMENT

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EDGE

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MATCH EXIST.

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COMPACTED AGGREGATE

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6" MIN.

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TACK

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COAT

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TRENCH WIDTH

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STABILIZATION GEOTEXTILE

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WOVEN GEOTEXTILE, AASHTO M288 CLASS I

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AutoCAD SHX Text NOTES: 1. MIN COMPRESSIVE STRENGTH OF CONCRETE MUST BE 3,500 PSI. MIN COMPRESSIVE STRENGTH OF CONCRETE MUST BE 3,500 PSI. 2. PLACE CONTRACTION JOINTS AT 10' INTERVAL (5' MIN.). PLACE CONTRACTION JOINTS AT 10' INTERVAL (5' MIN.). 3. PLACE EXPANSION JOINTS AT 50' MAXIMUM INTERVALS AND WHERE NEW PLACE EXPANSION JOINTS AT 50' MAXIMUM INTERVALS AND WHERE NEW CURB ABUTS EXISTING CURB OR STRUCTURES.

AutoCAD SHX Text APPROVED BY SOFIA SCHWARTZ, ASSET MANAGEMENT BRANCH DIRECTOR, PWD G-F, MCIEAST-MCB CAMP LEJEUNE, VIA EMAIL

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STABILIZATION GEOTEXTILE

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CURB AND GUTTER, SEE DETAIL A1/SHEET CS501

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WOVEN GEOTEXTILE, AASHTO M288 CLASS I

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PREPARE THE EXISTING SURFACE FOR OVERLAY

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EXISTING PAVEMENT

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FULL DEPTH SAWCUT

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REVISED PER RFI

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CS501 SITE DETAILS

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