P1584U CS501 SITE DETAILS - REVISED.pdf
PDF 550 KB Posted
- Solicitation number
- N4008524R2716
About this file
This document appears to be a set of site details drawings for a federal contract opportunity related to pavement and infrastructure upgrades at Parachute Tower Road and a connector road at MCB Camp Lejeune in North Carolina. The drawings provide details on concrete curbs, sidewalks, asphalt pavement, and utility work. The related federal contract opportunity is solicitation N4008524R2716, which is seeking proposals from pre-qualified civil/paving MACC contractors for the Parachute Tower Road Upgrades and Connector Road project. The government agency involved is the Department of the Navy Naval Facilities Engineering Command. The drawings provide specifications and requirements for the construction work, including materials, measurements, and installation methods. No additional context or introductory preamble is provided.
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DRAWFORM REVISION: 14 SEP 2023
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SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CS501
8" X 18" CONCRETE CURBB1
CONCRETE SIDEWALKB2
CURB WIPEDOWND1
CURB/ CURB AND GUTTER NOTES:
2' - 6" CURB AND GUTTERA1
9" x 18" CONCRETE CURBC1
UTILITY BITUMINOUS PAVEMENT PATCHA2
MULTI-USE TRAILC5
HEAVY DUTY ASPHALT PAVEMENTA4
MILL AND OVERLAYB5
DETECTABLE WARNING DOMESD2
CONCRETE, HEAVY DUTYB4
ASPHALT SURFACE COURSEC4
ASPHALT PAVEMENT (WIDENING) WITH MILL AND OVERLAYD4
NCDOT 846.01 -
NCDOT 846.01 -
NCDOT 846.01 -
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DSN
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Approved by Sofia Schwartz, Asset Management Branch Director, PWD G-F, MCIEAST-MCB Camp Lejeune, via Email.
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1/8" RAD.
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PAVEMENT SURFACE
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1 3/4" RAD.
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PAVEMENT SURFACE
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2" RAD.
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1/4" RAD.
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2'-6" CURB AND GUTTER
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3" RAD.
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1/8" RAD.
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1/2" RAD.
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SITE DETAILS
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LAF
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RCM
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DLB
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AS SHOWN
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DLB
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NTS
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COMPACTED SUBGRADE
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SEE PLAN FOR WIDTH
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SLOPE TO DRAIN 1/4": 1' - 0"
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FINISHED GRADE, SLOPE
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AWAY FROM SIDEWALK (TYP.)
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BROOM FINISH
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BASE COURSE
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4" AGGREGATE
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NTS
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NTS
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TOP OF PAVEMENT
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CURB
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1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4,000 PSI IF PRECAST.CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4,000 PSI IF PRECAST.
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NTS
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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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NTS
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TOP OF EXISTING PAVEMENT AFTER 2.0 INCHES MILLING
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AutoCAD SHX Text CONCRETE CURB OR CURB AND GUTTER GENERAL NOTES: PLACE CONTRACTION JOINS AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. CONSTRUCTION NON-TEMPLAT FORMED JOINTS A MIN. OF 1 1/2" DEEP. FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8" X 6" MEDIAN CURB, WITH JOINT FILLER AND SEALER. SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO ALL RIDGED OBJECTS.
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NTS
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NTS
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CLEAN AND PREPARE EXISTING PAVEMENT
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NTS
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TACK COAT
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WOVEN GEOTEXTILE, AASHTO M288 CLASS I
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FULL-DEPTH SAW-CUT EXISTING ASPHALT PAVEMENT
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EXISTING PAVEMENT
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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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File details come from the government source that posted it. Updated .