P-0009U_1734938_Drawings_Amendment_004.pdf

8 MB Posted

Attached to
P009U Main Side Parking Marine Corps Base, Quantico, VA
Solicitation number
N4008024R1740
Issued by

About this file

Written by GovTribe AI ·

This document contains drawings and site detail specifications for the P009U Main Side Parking Improvements - Area 1, 2, and 3 project at Marine Corps Base Quantico, Virginia. The drawings provide details on the asphalt pavement sections, concrete sidewalks, curbs, accessible parking markings, and other site improvements.

The related federal contract opportunity is a solicitation (Solicitation Number N4008024R1740) for the P009U Main Side Parking project at Marine Corps Base Quantico. This project is set aside for Small Business Multiple Award Construction (GOLD SB MACC) contract holders under contract numbers N4008019D0011 through N4008019D0020. The agency issuing the solicitation is the Department of the Navy Naval Facilities Engineering Command.

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Other files

File Type Posted
Amendment 0006 P009U.pdf PDF
Amendment 0005 P009U.pdf PDF
P-0009U_1734938_Specification_Amendment_004.pdf PDF
P-OO9U_1734938__List of Changes-Amendment_004_20240409.pdf PDF
Amendment 0004 P009U.pdf PDF
Amendment 0003 P009U.pdf PDF
Attachment_C_Revised Price Schedule 03.28.2024.pdf PDF
site visit sign sheet.pdf PDF
Amendment 0002 P009U.pdf PDF
Amendment 0001 P009U.pdf PDF
Attachment_D_1734938-P-009U Main Side Parking Improvements-Area 1.pdf PDF
Attachment_D_1734938-P-009U Main Side Parking Improvements-Area 2.pdf PDF
Attachment_B___Pre_Proposal_Inquiry__PPI_Form___P009U__Main Side Parking.xlsx XLSX spreadsheet
Attachment_D_1734938-P-009U Main Side Parking Improvements-Area 3.pdf PDF
Attachment_D_WO_1734938-P-009U Main Parking Improvements- Specifications Final 20230912.pdf PDF
ATTACHMENT_E_ Quantico Access Ctr Scr.xlsx XLSX spreadsheet
Attachment_C_Price Schedule.docx DOCX document
Attachment_D_01 33 00 SUBMITTAL REGISTER.xlsx XLSX spreadsheet
Solicitation P009U Main Side Parking.pdf PDF
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DRAWFORM REVISION: 25 AUGUST 2020

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FINAL DESIGN

02/26/2024

6"

.25

NOTE:

1. CONCRETE SHALL BE A3 IF CAST IN PLACE, 4,000 PSI IF PRECAST.

2. REFER TO ASPHALT PAVEMENT SECTION DETAIL ON CS503/C4

SURFACE LAYER

BASE COURSE

SUBBASE LAYER

SUBGRADE

1/4"

SIDEWALK

SCALE:C1 DEPRESSED CURB

N.T.S. CS101 SCALE:C3 ASPHALT PAVEMENT SECTION

N.T.S. CS101, CS102

14" SUBBASE

TACK COAT

EXISTING SUBBASE

(COMPACTED ACCORDING TO

PROJECT SPECIFICATIONS)

2" ASPHALT SURFACE COURSE

SCALE:D3 ASPHALT MILL AND OVERLAY SECTION

N.T.S. CS101, CS102

2" ASPHALT SURFACE COURSE

EXISTING PAVING

TOP OF EXISTING PAVEMENT

AFTER 2" MILLING

SCALE:A1 HR-1, STANDARD HANDRAIL

N.T.S. CS101

MILL 2" OF EXISTING ASPHALT

PAVEMENT

SCALE:A3 CONCRETE PAD

N.T.S. CS102

FINISHED

GRADE

SLOPE CONCRETE TO DRAIN

AWAY FROM BOLLARD

CONCRETE FOOTING

(CONC. STRENGTH: 4000

PSI)

COMPACTED

SUBGRADE

12" SECTION #6 STEEL

REBAR-WELDED IN PLACE

THROUGH BOLLARD

ROUND OFF CONCRETE

8" Ø ASTM A53, TYPE E OR S,

GALVANIZED STANDARD

SCHEDULE 80 WEIGHT

STEEL PIPE YELLOW

PAINTED. FILLED WITH

CONCRETE (3000 PSI)

SCALE:A4 STEEL BOLLARD - FILLED W/ CONCRETE

N.T.S. CS102

4" BASE COURSE

SCALE:C4 MB-11A, TEMP. CONCRETE TRAFFIC BARRIER

N.T.S. CS102

NOTE:

1. SIZE: 4' X 2' X 2'

2. CONCRETE SHALL BE A3 IF CAST IN PLACE, 4,000 PSI IF PRECAST

3. INSERT THE BOLTS IN CONCRETE PER CHARGING STATION

MANUFACTURER REQUIREMENTS.

BROOM FINISH

FINISHED

GRADE

4" STONE BASE MATERIAL

PLAN

ELEVATION

1/4"

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CHANGE TO ASPHALT PAVEMENT SECTION, AMD. NO. 0004

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NAVFAC WASHINGTON

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WASHINGTON NAVY YARD - DC

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MARINE CORPS BASE QUANTICO

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QUANTICO, VA

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NAVFAC WASHINGTON

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MS/HR

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SITE DETAILS

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DRAWFORM REVISION: 25 AUGUST 2020

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CHIEF ENG/ARCH

FIRE PROTECTION

FINAL DESIGN

02/26/2024

19.6" LONG FOR ANCHORS

TO ACCEPT #4 REBARS

TWO HOLES PER CURB

2.0'

45° 5.1"

9.0" 4x#6 STEEL

REBAR

MINIMUM CONCRETE STRENGTH: 4,000 PSI.

2.0'

2.0'

R=5

L

R=1 3"

R=18'

4' TO EDGE OF PAVEMENT

6"

PAINT

WHITE12"

1"26"

1'-0"

6"

20"

6"

6"

18"

6"

5" (TYP.)

10"4"

5'-6" 5'-0"

(SEE SITE LAYOUT PLAN)

PAINT

BLUE

PAINT

WHITE

SCALE:A3 ACCESSIBLE PARKING PAVEMENT MARKING

N.T.S. CS101

SCALE:C3 PRECAST CONCRETE WHEEL STOP

N.T.S. CS101

WHEEL STOP

3'

SCALE:C1 CG-2, STANDARD 6" CURB

N.T.S. CS101

SCALE:A1 CG-6, COMBINATION 6" CURB AND GUTTER

N.T.S. CS101

PAINT BLUE

SCALE:A5 ASPHALT PAVEMENT SECTION

N.T.S. CS101

14" SUBBASE

TACK COAT

EXISTING SUBBASE

(COMPACTED ACCORDING TO

PROJECT SPECIFICATIONS)

2" ASPHALT SURFACE COURSE

4" BASE COURSE

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CHANGE TO ASPHALT PAVEMENT SECTION, AMD. NO. 0004

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NAVFAC WASHINGTON

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WASHINGTON NAVY YARD - DC

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MARINE CORPS BASE QUANTICO

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QUANTICO, VA

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NAVFAC WASHINGTON

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MU/HR

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TC

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SITE DETAILS

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HP

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FOR COMMANDER NAVFAC

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SEAL

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DRAWFORM REVISION: 25 AUGUST 2020

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FINAL DESIGN

02/26/2024

SCALE:C1 CONCRETE SIDEWALK

N.T.S. CS101 SCALE:C4 ASPHALT PAVEMENT SECTION

N.T.S. CS101

SCALE:A1 CG-12, DETECTABLE WARNING SURFACE

N.T.S. CS101 SCALE:A3 CG-12, DETECTABLE WARNING SURFACE

N.T.S. CS101

NOTES:

1. ANY SIDEWALK REMOVED SHALL BE REMOVED IN ITS ENTIRETY BETWEEN JOINTS. COMPLETE

SLAB SHALL BE REPLACED AND NEW JOINTS PROVIDED IN ACCORDANCE WITH PROJECT

SPECIFICATIONS. PROVIDE TRANSVERSE CONTRACTION JOINTS EVERY 5'.

2. FINISHED GRADE SHALL DRAIN AWAY FROM SIDEWALK.

3. MINIMUM SIDEWALK CROSS SLOPE SHALL BE 2.0% MAX.

5"

SEE SITE PLAN (SHEET CS101) FOR WIDTH

BROOM FINISH

6 X 6- W1.4 X W1.4 WWF

4" STONE BASE MATERIAL

COMPACTED SUBGRADE

(ACCORDING TO PROJECT SPECIFICATIONS)

CURB OR CURB AND GUTTER

14" SUBBASE

TACK COAT

EXISTING SUBBASE

(COMPACTED ACCORDING TO

PROJECT SPECIFICATIONS)

2" ASPHALT SURFACE COURSE

4" BASE COURSE

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CHANGE TO ASPHALT PAVEMENT SECTION, AMD. NO. 0004

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NAVFAC WASHINGTON

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WASHINGTON NAVY YARD - DC

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MARINE CORPS BASE QUANTICO

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QUANTICO, VA

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NAVFAC WASHINGTON

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MS/HR

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TC

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AutoCAD SHX Text 1734938

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SITE DETAILS

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HP

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SATISFACTORY TO

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FOR COMMANDER NAVFAC

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SEAL

A/E INFO

Sheets and Views
CS503

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