Attachment_D_1734938-P-009U Main Side Parking Improvements-Area 3.pdf

PDF 32 MB Posted Mar 7, 2024

Attached to: P009U Main Side Parking Marine Corps Base, Quantico, VA
Solicitation number: N4008024R1740
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Mar 7, 2024

This federal contract opportunity solicitation seeks proposals for parking improvements at Main Side Marine Corps Base in Quantico, Virginia. Solicitation number N4008024R1740 was issued by the Department of the Navy Naval Facilities Engineering Command for project P009U Main Side Parking. Only holders of specific Small Business Multiple Award Construction contracts may submit a proposal for this project by the listed contracts' holders. Interested parties should search for the solicitation number on the Procurement Integrated Enterprise Environment website to obtain more details on response requirements and dates, pricing terms, and any other conditions of this opportunity.

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Other files

File	Type	Posted
Amendment 0006 P009U.pdf	PDF	Apr 17, 2024
Amendment 0005 P009U.pdf	PDF	Apr 16, 2024
P-0009U_1734938_Drawings_Amendment_004.pdf	PDF	Apr 11, 2024
Amendment 0004 P009U.pdf	PDF	Apr 11, 2024
P-0009U_1734938_Specification_Amendment_004.pdf	PDF	Apr 11, 2024
P-OO9U_1734938__List of Changes-Amendment_004_20240409.pdf	PDF	Apr 11, 2024
Amendment 0003 P009U.pdf	PDF	Apr 8, 2024
Attachment_C_Revised Price Schedule 03.28.2024.pdf	PDF	Mar 28, 2024
site visit sign sheet.pdf	PDF	Mar 28, 2024
Amendment 0002 P009U.pdf	PDF	Mar 28, 2024
Amendment 0001 P009U.pdf	PDF	Mar 12, 2024
Attachment_D_1734938-P-009U Main Side Parking Improvements-Area 1.pdf	PDF	Mar 7, 2024
Attachment_D_1734938-P-009U Main Side Parking Improvements-Area 2.pdf	PDF	Mar 7, 2024
Attachment_B___Pre_Proposal_Inquiry__PPI_Form___P009U__Main Side Parking.xlsx	XLSX spreadsheet	Mar 7, 2024
Attachment_D_WO_1734938-P-009U Main Parking Improvements- Specifications Final 20230912.pdf	PDF	Mar 7, 2024
ATTACHMENT_E_ Quantico Access Ctr Scr.xlsx	XLSX spreadsheet	Mar 7, 2024
Attachment_C_Price Schedule.docx	DOCX document	Mar 7, 2024
Attachment_D_01 33 00 SUBMITTAL REGISTER.xlsx	XLSX spreadsheet	Mar 7, 2024
Solicitation P009U Main Side Parking.pdf	PDF	Mar 7, 2024

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ WASHINGTON

DESIGN AND CONSTRUCTION

FACILITIES ENGINEERING AND ACQUISITION DIVISION

WASHINGTON, DC

P-009U MAIN SIDE PARKING IMPROVEMENTS - AREA 3

MARINE CORPS BASE QUANTICO

FINAL DESIGN

02/26/2024

QUANTICO, VIRGINIA

ePROJECT NO. 1734938

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GENERAL

01 G-001 COVER SHEET 13149334

02 G-002 SHEET INDEX 13149335

CIVIL

03 BB101 GEOTECHNICAL BORING LOCATIONS AND LOGS 13149336

04 BB102 GEOTECHNICAL BORING LOGS 13149337

05 C-001 LEGEND AND ABBREVIATIONS 13149338

06 C-002 GENERAL CIVIL AND DEMOLITION NOTES 13149339

07 CV001 TOPOGRAPHIC & UTILITY SURVEY DATA 13149340

08 CD101 EXISTING CONDITION & DEMOLITION PLAN 13149341

09 CS101 SITE PLAN 13149342

10 CS201 SITE LAYOUT PLAN 13149343

11 CS501 SITE DETAILS 13149344

12 CS502 SITE DETAILS 13149345

13 CS503 SITE DETAILS 13149346

14 CG001 EROSION & SEDIMENT CONTROL NOTES & LEGEND 13149347

15 CG002 EROSION & SEDIMENT CONTROL NOTES & SOC 13149348

16 CG003 EROSION & SEDIMENT CONTROL NOTES 13149349

17 CG101 GRADING AND DRAINAGE PLAN 13149350

18 CG111 EROSION & SEDIMENT CONTROL PLAN, PHASE I 13149351

19 CG112 EROSION & SEDIMENT CONTROL PLAN, PHASE II 13149352

20 CG401 STORM DRAIN PROFILES AND SWM ENLARGED PLAN 13149353

21 CG501 EROSION & SEDIMENT CONTROL DETAILS 13149354

22 CG502 EROSION & SEDIMENT CONTROL DETAILS 13149355

23 CG503 SWM - BMP DETAILS 13149356

24 CG504 SWM - BMP DETAILS 13149357

25 CG505 SWM - CHECKLIST AND SPECIFICATIONS 13149358

26 CU101 UTILITY PLAN 13149359

27 CU201 UTILITY PROFILE 13149360

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28 L-101 LANDSCAPE PLAN 13149361

29 L-501 LANDSCAPE DETAILS 13149362

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30 E-001 ELEC GEN. NOTES AND SCHEMATIC SYMBOL LEGEND 13149363

31 E-002 ELEC ABBREVIATIONS AND SYMBOLS LEGEND 13149364

32 ED101 ELECTRICAL SITE DEMOLITION 13149365

33 ES101 ELECTRICAL SITE PLAN 13149366

34 E-501 ELECTRICAL DETAILS 13149367

35 E-502 ELECTRICAL DETAILS 13149368

36 E-503 ELECTRICAL DETAILS 13149369

37 E-504 ELECTRICAL DETAILS 13149370

38 E-601 ELECTRICAL SINGLE LINE DIAGRAM 13149371

39 E-602 ELECTRICAL SCHEDULES 13149372

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EXISTING

NEWDESCRIPTION

EDGE OF PAVEMENT

TREELINE

MAJOR CONTOURS

MINOR CONTOURS

PRIVATE ELECTRIC

DOMINION ELECTRIC

VERIZON FIBER OPTIC

CABLE TV

FIBER OPTIC

TELEPHONE MARKING

COMMUNICATION MARKING

UNDERGROUND NATURAL GAS

COLUMBIA GAS

OVERHEAD ELECTRIC

SANITARY LINE

STORM LINE

WATER LINE

BENCHMARK

FENCE LINE

GUARD RAIL

ABA ACCESSIBLE PARKING SPACE

FULL DEPTH ASPHALT PAVEMENT

CONCRETE SIDEWALK

ASPHALT MILL AND OVERLAY

DEMO/REMOVE EX. LINEAR UTILITY OR SITE FEATURE

DEMO/REMOVE EX. UTILITY, SITE FEATURE, OR TREE

DEMO/REMOVE EX. CONC. S/W OR PAVEMENT AREA

DEMO/REMOVE EX. GRAVEL AREA

LIMITS OF DISTURBANCE

SPOT ELEVATION

DOM

VZN

CTV

TEL

CGV

DESCRIPTIONEXISTING NEW

BUILDING

CLEAN OUT

DROP INLET-GRATE

ELECTRIC MANHOLE

GAS VALVE

ABA ACCESSIBLE PARKING SPACE

FIRE HYDRANT

LIGHT POLE

PHONE MANHOLE

POWER / UTILITY POLE

SANITARY MANHOLE

STORM INLET OR MANHOLE

TELEPHONE PEDESTAL

BENCH MARK

UNKNOWN HANDHOLE

ELECTRIC HANDHOLE

ELECTRIC BOX

GUY WIRE

CABLE TELEVISION PEDESTAL

WATER VALVE

POST

TREE

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ABBREVIATIONSLEGEND & SYMBOLS

@ AT

ABA ARCHITECTURAL BARRIERS ACT

ASPHL / ASPHLC ASPHALT / ASPHALT CONCRETE

ASUS AMERICAN STATES UTILITY SERVICES

ALUM ALUMINUM

APPROX. APPROXIMATE

AT/FP ANTI-TERRORISM/FORCE PROTECTION

AWWA AMERICAN WATER WORKS ASSOCIATION

B/W BOTTOM OF WALL

C/O OR CO CLEANOUT

C.O. CONTRACTING OFFICER

C&G CURB AND GUTTER

CGV COLUMBIA GAS OF VIRGINIA

C/L CENTERLINE

CMP CORRUGATED METAL PIPE

CONC. CONCRETE

CONT. CONTINUE

CONN. CONNECT

COR CONTRACTING OFFICER'S REPRESENTATIVE

COORD COORDINATE

CP CULVERT PIPE

CPP CORRUGATED PLASTIC PIPE

CPT CONE PENETRATION TESTING

CF. CUBIC FOOT

DIP DUCTILE IRON PIPE

DA DRAINAGE AREA

DATUR DEPICTED ACCORDING TO UTILITY RECORDS

DIA DIAMETER

DGA DENSE GRADED AGGREGATE

DEV DOMINION ENERGY VIRGINIA

EA EACH

ES ELECTRICAL SECONDARY

EL ELEVATION

ELEC. ELECTRIC

ELEV. ELEVATION

ELIP. ELLIPTICAL

EOI END OF INFORMATION

EX. EXISTING

F.D. FOUNDATION DRAIN

FT. FOOT OR FEET

FFE FINISHED FLOOR ELEVATION

FOUN. FOUNDATION

GB GROUD BRAKE

GIS GEOGRAPHIC INFORMATION SYSTEM

GPS GLOBAL POSITIONING SYSTEM

GS GROUND SHOT

HCR H-ACCESSIBLE RAMP

HORIZ. / H. HORIZONTAL

HYD. HYDRANT

IN. INCH OR INCHES

INV. INVERT

JBS JOINT BASE ANDREWS

LAT. LATITUDE

LTRL. LATERAL

LF. LINEAR FEET

LOD LIMITS OF DISTURBANCE

LONG. LONGITUDE

M METER

MH MANHOLE

NAVFAC NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCBQ MARINE CORP BASE QUANTICO

NIC NOT IN CONTRACT

NSA NAVAL SUPPORT ACTIVITY

No. NUMBER

NSF NAVAL SUPPORT FACILITY

O/W OIL/WATER

OD OUTER DIAMETER

OSL OVERHEAD STEAM LINE

PRKG PARKING

PRVS PREVIOUS

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

PVMN'T PAVEMENT

PWD PUBLIC WORKS DEPARTMENT - MCBQ

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

SAN. SANITARY

SEW. SEWER

S/W SIDEWALK

SO SYSTEM OWNER

SPEC SPECIFICATION

SP SOUTH POTOMAC

SQ SQUARE

SSSESC STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND

SEDIMENT CONTROL

STD STANDARD

STM STORM

STR STRUCTURE

SWM STORMWATER MANAGEMENT

SWPPP STORMWATER POLLUTION PREVENTION PLAN

TRV TRAVERSE / BENCMARK

TW TOP OF WALL

TYP. TYPICAL

VERT. / V. VERTICAL

WITH / W/ WITH

UGE UNDERGROUND ELECTRICAL

UNDG. UNDERGROUND

UNK UNKNOWN

VA STATE OF VIRGINIA

VESCHB VIRGINIA EROSION AND SEDIMENT CONTROL

HANDBOOK

VDEQ VIRGINIA DEPARTMENT OF

ENVIRONMENTAL QUALITY

VDOT VIRGINIA DEPARTMENT OF

TRANSPORTATION

VSGC VIRGINIA STATE GRID COORDINATES

VSMH VIRGINIA STORMWATER MANAGEMENT HANDBOOK

VSMP VIRGINIA STORMWATER MANAGEMENT PROGRAM

VSMUTCD VIRGINIA SUPPLEMENT TO THE MANUAL ON

UNIFORM CONTROL DEVICES

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LEGEND AND ABBREVIATION

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GENERAL DEMOLITION NOTESCIVIL NOTES

1. THE BUILDING UTILITIES INDICATED FOR DEMOLITION ARE THE MINIMUM REQUIRED. THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FEATURES AND DEMOLISHING ANY

ADDITIONAL ITEMS AS NECESSARY.

2. REMOVE ANY ITEMS NOT SHOWN WITHIN THE LIMITS OF CONSTRUCTION NECESSARY TO

COMPLETE THE REQUIRED WORK.

3. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND

ASSOCIATED QUANTITIES NECESSARY FOR THE PROJECT CONSTRUCTION. COORDINATE

WITH THE CONTRACTING OFFICER OR ITS REPRESENTATIVE THE REMOVAL OF SITE OR

UTILITY FEATURES WITHIN THE LOD BELOW OR ABOVE GRADE NOT CAPTURED IN THE

DEMOLITION PLAN.

4. WHERE NEW PAVEMENT, CURB AND GUTTER, AND SIDEWALK WILL MEET EXISTING, SAW CUT

EXISTING PAVEMENT, CURB AND GUTTER, AND SIDEWALK TO PROVIDE A CLEAN AND SMOOTH

TRANSITION. ALSO, IN PAVED AREAS WHERE EXCAVATION IS REQUIRED (E.G., UTILITY

TRENCHES, ETC.) SAW CUT PAVEMENT TO ITS FULL DEPTH PRIOR TO STARTING REMOVAL AND

EXCAVATION.

5. WHERE REQUIRED, THE CONTRACTOR MUST EXCAVATE ALL TRENCHES TO INDICATED

GRADIENTS, LINES, DEPTHS, AND ELEVATIONS. THE CONTRACTOR MUST TAKE EXTRA CARE

WHILE EXCAVATING TRENCHES AROUND EXISTING UTILITIES AND MUST ENSURE PROTECTION

OF ALL UTILITIES THROUGHOUT CONSTRUCTION. CONTRACTOR MUST USE HAND TOOLS AS

NECESSARY TO AVOID ANY POTENTIAL DAMAGE. CONTRACTOR MUST ALSO UTILIZE TRENCH

BOXES AND/OR TRENCH SHEETING OR SHORING AS REQUIRED TO PROTECT EXISTING SITE

FEATURES, UTILITIES, AND TO ADHERE TO THE TRENCH WIDTH DIMENSIONS INDICATED ON

THIS PLAN AND REFERENCED DETAIL(s).

6. PROTECT ALL UTILITIES TO REMAIN THROUGHOUT CONSTRUCTION.

7. COORDINATE OUTAGES WITH THE INSTALLATION FOR UTILITY CONNECTIONS.

8. REMOVE ALL DEMOLITION WASTE FROM THE INSTALLATION. DISPOSE OF ALL DEBRIS AND

WASTE CONSTRUCTION MATERIAL IN AN APPROVED OFF-SITE WASTE DISPOSAL FACILITY.

9. INSTALL MECHANICAL END CAPS OR PLUGS FOR WATER MAINS THREE (3) INCHES AND

LARGER AT POINTS OF DISCONNECTION. FOR SMALLER SERVICE LINES, REMOVE LINE TO THE

NEAREST GATE VALVE.AND DISCONNECT SERVICE FROM THE MAIN.

10. LINES ABANDONED IN PLACE MUST BE FILLED WITH FLOWABLE GROUT AND ENDS MUST BE

PLUGGED.

11. ITEMS REQUIRING REMOVAL AND SALVAGED MUST BE PROTECTED FROM INCIDENTAL

DAMAGE OR FROM THE ELEMENTS.

12. IN AREAS CLOSE TO GAS OR FUEL LINES, HAND-DIG (THAT IS EXCAVATE WITH LIGHT

EQUIPMENT) UNTIL THE LINE IS FULLY EXPOSED AND ITS EXACT LOCATION IS DETERMINED,

BEFORE PROCEEDING WITH HEAVY EXCAVATION EQUIPMENT AND RESUMING CONSTRUCTION.

13. PROPERTY DAMAGED AS CONSEQUENCE OF CONSTRUCTION MUST BE RESTORED/REPLACED

TO MEET OR EXCEED THEIR ORIGINAL QUALITY AND CONDITIONS.

14. REFER TO THE EROSION AND SEDIMENT CONTROL PLANS FOR INSTALLATION OF TREE

PROTECTION FENCING.

15. ROOT PRUNE THREES THAT MAY BE AFFECTED BY CONSTRUCTION OF UTILITIES, REMOVAL OF

EXISTING TREES, AND ANY OTHER CONSTRUCTION ACTIVITY. ROOT PRUNING MUST OCCUR

PRIOR TO STARTING CONSTRUCTION. LOCATION OF ROOT PRUNING SHOULD BE 6” CLOSER TO

THE TREE THAN THE LIMITS OF DISTURBANCE. ROOT PRUNING SHALL BE DONE WITH A SHARP

TOOL, IN SUCH A WAY THAT DOES NOT PULL ON THE ROOTS, BUT LEAVES SMOOTH CUTS.

CHAINSAWS AND CHAIN TRENCHERS MAY NOT BE USED FOR FINAL CUTS TO ROOTS. IT IS

PREFERABLE TO EXPOSE THE ROOTS PRIOR TO ROOT PRUNING. HAND TOOLS OR AN AIR

KNIFE MUST BE USED TO EXPOSE THE ROOTS WHILE LEAVING THEM INTACT. EXCAVATORS OR

OTHER MECHANICAL MEANS MAY NOT BE USED TO EXPOSE ROOTS WITHOUT APPROVAL FROM

THE COR. AFTER PRUNING, FILL THE AREA WITH QUALITY TOPSOIL AND WATER UNTIL

THOROUGHLY SOAKED. ONCE EXPOSED, ROOTS MUST BE COVERED WITHIN 8 HOURS. A

CERTIFIED ARBORIST MUST BE ONSITE TO PERFORM OR SUPERVISE THE ROOT PRUNING.

16. PROVIDE A MINIMUM 6 INCH LAYER OF HARDWOOD MULCH IN AREAS WHERE CONSTRUCTION

PEDESTRIAN TRAFFIC IS ANTICIPATED.

17. RESTRICT PEDESTRIAN AND VEHICULAR TRAFFIC WITHIN TREE AREAS AND WHERE INDICATED

IN THE EROSION AND SEDIMENT CONTROL PLANS.

1. THE TOPOGRAPHIC SURVEY CONDUCTED BY McKENZIE SNYDER, INC, DATE OF

PHOTOGRAPHY: SEPTEMBER 19, 2022, AN ACTUAL GROUND SURVEY PROVIDED TO THIS

FIRM BY WILEY WILSON, CONDUCTED BETWEEN THE DATES OF JUNE 1 & JUNE 9 2021, AND

DATA SUPPLEMENTED BY CONVENTIONAL METHODS BY THIS FIRM BETWEEN THE DATES

OF AUGUST 29, 2022 AND OCTOBER 11, 2022.

2. A.) HORIZONTAL DATUM SHOWN HEREON IS REFERENCED TO THE VIRGINIA COORDINATE

SYSTEM (VCS) 1983 - NORTH AS ESTABLISHED FROM A CURRENT GPS SURVEY.

B.) THE VERTICAL DATUM SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD 88) GEOID-18 AS ESTABLISHED FROM A CURRENT GPS

SURVEY.

3. UNDERGROUND UTILITIES MARKING PROVIDED BY UPI SUBSURFACE UTILITY ENGINEERING BETWEEN

09/20/2022 TO 10/31/2022.

4. COMPLY WITH ALL THE BASES' SECURITY OPERATIONS AND STANDARD OPERATIONAL PROCEDURES.

5. THE LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAS BEEN OBTAINED

FROM EXISTING RECORDS AND FIELD SURVEYS. NEITHER THE GOVERNMENT NOR THE ENGINEER

ASSUMES ANY RESPONSIBILITY IN RESPECT TO THEIR ACCURACY, COMPLETENESS, OR SUFFICIENCY

OF THE INFORMATION. THERE IS NO GUARANTEE EITHER EXPRESSED OR IMPLIED, THAT THE

LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

6. VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE COR IF FIELD CONDITIONS

DIFFER.

7. ALL CONSTRUCTION MUST CONFORM TO THE PROJECT SPECIFICATIONS, CURRENT VDOT, VDH, VDEQ, AND NAVFAC STANDARDS.

8. EXISTING UTILITIES SHOWN ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING

WORK AND FOR REPAIRING ANY DAMAGES WHICH OCCUR BY FAILURE TO LOCATE OR PRESERVE

THESE UTILITIES. IF DURING CONSTRUCTION OPERATIONS, SHOULD THE CONTRACTOR ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN HEREIN, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE COR AND TAKE THE NECESSARY STEPS TO PROTECT THE UTILITIES AND ENSURE THE CONTINUANCE

OF SERVICE.

9. CONTACT UTILITY PROVIDER AND COORDINATE WITH THE INSTALLATION PERSONNEL FOR LOCATING ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. TEST PITS ARE REQUIRED WHERE NEW UTILITIES

CROSS EXISTING. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL

EXISTING UTILITIES WITHIN THE LOD NOT INDICATED TO BE REMOVED. EXISTING UTILITIES NOT

SHOWN IN THESE DRAWINGS MAY EXIST.

10. PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO ENTERING BASE ROADWAYS. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR ALLAY DUST AND TO ENSURE THAT STREETS ARE KEPT CLEAN AND DUST FREE AT ALL

TIMES.

11. ALL LAND DISTURBED WITH THIS DEVELOPMENT, AND WHICH IS NOT BUILT UPON OR SURFACED, MUST BE ADEQUATELY STABILIZED WITH PERMANENT VEGETATIVE STABILIZATION TO CONTROL

EROSION AND SEDIMENTATION IN CONFORMANCE WITH CURRENT VDEQ STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

12. NO DISTURBANCE SHOULD TAKE PLACE OUTSIDE THE LIMITS OF DISTURBANCE.

13. GRADES SHOWN DENOTE TOP OF FINISHED GRADE UNLESS OTHERWISE STATED ON TYPICAL

SECTIONS OR PLANS.

14. INSTALL/CONSTRUCT STORM SEWER LINES FROM THE LOWEST POINT OF DISCHARGE (AT THE POINT OF OUTFALL OR CONNECTION) AND IN THE UPSTREAM DIRECTION. INSTALLATION OF PIPE OUTFALLS

AT INVERTS BELOW RECEIVING CHANNELS OR POINTS OF CONNECTIONS IS NOT PERMITTED.

15. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN. ROADWAYS MAY NOT BE BLOCKED AND MUST ALLOW UNHINDERED EMERGENCY VEHICLE ACCESS. MAINTENANCE AND PROTECTION OF ALL

TRAFFIC MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD) AND THE CURRENT VIRGINIA MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

16. COORDINATE WITH THE COR FOR THE PRESERVATION AND PROTECTION OF EXISTING TREES TO REMAIN AND ADHERE TO DIRECTION PROVIDED TO PRESERVE AND PROTECT APPLICABLE TREES.

17. WITH PRIOR APPROVAL FROM NAVFAC, COORDINATE A VISIT TO THE SITE WITH THE CONTRACTING OFFICER DURING THE BID PROCESS AND PRIOR TO ISSUING PROPOSALS TO THE GOVERNMENT. ANY

DISCREPANCIES BETWEEN FIELD CONDITIONS AND THIS PLAN MUST BE NOTED TO THE COR.

18. KEEP ON-SITE FOR REFERENCE THE CURRENT VERSION OF THE CURRENT VDOT ROAD AND BRIDGE

STANDARDS AND THE CURRENT VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.

19. COORDINATE WITH THE INSTALLATION TO OBTAIN PERMITS ASSOCIATED WITH CONSTRUCTION AND LAND CLEARING FOR THE PROJECT BEFORE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.

THIS ALSO INCLUDES DIG PERMITS FOR TEST PITS OR INTRUSIVE TESTING FOR UTILITY LOCATIONS.

20. PROCURE DIG PERMIT FROM THE INSTALLATION AT LEAST 60 DAYS PRIOR TO COMMENCEMENT OF ANY EXCAVATION OPERATIONS. CONTACT THE MARINE CORPS BASE QUANTICO CUSTOMER SERVICE

OFFICE AT (703) 784-5409.

21. PROVIDE TEMPORARY CONSTRUCTION FENCING AS REQUIRED AND IN COORDINATION WITH THE COR

DURING CONSTRUCTION.

22. DIG PERMIT - KEEP MARKINGS UP TO DATE THEN RENEW / MAINTAIN EVERY 30 DAYS TO RECERTIFY

WITH INSTALLATION THAT MARKING ARE MAINTAINED.

23. DISPOSE OF ALL DEBRIS AND CONSTRUCTION MATERIAL IN AN APPROVED OFF-SITE WASTE DISPOSAL

FACILITY.

24. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE OF ITS

OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED

DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER REPRESENTATIVE (COR). ANY SUCH MAINS AND/OR SERVICES DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE

AND TO THE SATISFACTION OF THE COR.

25. IMMEDIATELY NOTIFY THE COR IN WRITING OF ANY DISCREPANCIES AND/OR CONDITIONS WHICH

PREVENT THE CONTRACTOR FROM FULFILLING THE TERMS OF THE CONTRACT.

26. EXCEPT AT POINTS OF RUNOFF RELIEF OR INLETS, NO DEPRESSIONS ARE PERMITTED WITH EITHER

THE TEMPORARY OR FINAL GRADE.

27. MAINTAIN EXISTING GRADING PATTERNS UNLESS OTHERWISE INDICATED AND PROVIDE PROPER

DRAINAGE FOR REPAIR AREAS.

28. ALL IMPROVEMENTS DAMAGED AS A RESULT CONSTRUCTION, INCLUDING PAVEMENTS,

EMBANKMENTS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES, WALLS, FENCES, ETC., SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT. DEMOLITION AND RESTORATION OF DAMAGED ITEMS SHALL BE INCIDENTAL AND INCLUDED IN THE CONTRACTOR'S

PRICE.

29. USE LIGHT EQUIPMENT TO EXCAVATE NEAR EXISTING CABLES OR OTHER UTILITY LINES. REPAIR DAMAGE OF EXISTING UTILITY LINES AS A RESULT OF THE CONTRACTOR'S OPERATIONS AS SOON AS

THE DAMAGE OCCURS AND UPON COORDINATION WITH THE COR.

30. PREPARE AND SUBMIT CONSTRUCTION DRAWINGS TO THE COR WHICH CLEARLY AND ACCURATELY

REFLECT THE METHODS AND MEANS BY WHICH THE CONTRACTOR INTENDS TO PROTECT, SHORE,

SUPPORT, BRACE, ETC. ANY EXISTING UTILITY THAT WILL BE IMPACTED BY CONSTRUCTION.

31. STORE EQUIPMENT, VEHICLES AND MATERIALS WITHIN THE LIMITS OF DISTURBANCE OR IN

DESIGNATED STORAGE AREAS AS DIRECTED BY THE COR.

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UTILITY NOTES

1. WATER AND SEWER UTILITIES ARE OWNED, OPERATED AND MAINTAINED BY MARINE

CORPS BASE QUANTICO.

2. ALL ELECTRIC POWER ARE OWNED, OPERATED AND MAINTAINED BY MARINE CORPS

BASE QUANTICO AND OR DOMINION ENERGY.

3. GAS IS OWNED, OPERATED AND MAINTAINED BY MARINE CORPS BASE QUANTICO,

COLUMBIA GAS, AND AMERESCO.

4. COMMUNICATION IS OWNED, OPERATED AND MAINTAINED BY MARINE CORPS BASE

QUANTICO G6, VERIZON, AND COMCAST.

5. IF ANY ENCOUNTER UN MARKED UTILITY OR DAMAGE A UTILITY PLEASE CALL THE

EMERGENCY WORK RECEPTION NUMBER AT 703-784-2072 AND REPORT YOUR ISSUE. A

TEAM MEMBER FROM THE UTILITIES SECTION WILL BE THE FIRST RESPONSE, THEY

WILL IDENTIFY THE UTILITY AND ITS OWNER.

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MARINE CORPS BASE QUANTICO

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QUANTICO, VA

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FINAL DESIGN

02/26/2024

GENERAL SHEET NOTES

RIM EL. = 34.40

INV IN (6" DIP FROM EAST) = 30.64

INV OUT (6" DIP TO WEST) = 30.76

EX.

CURB INLET

RIM EL. = 33.06

INV OUT (12" CPP TO EAST) = 28.14

EX.

GRATE INLET

RIM EL. = 32.17

INV IN (10" PVC FROM 836) = 28.17

INV OUT (12" PVC TO 685) = 27.97

EX.

GRATE INLET

RIM EL. = 36.68

INV IN (12" CPP FROM 652) = 30.71

EX.

CURB INLET

RIM EL. = 36.04

INV OUT (12" CPP TO 828) = 31.85

EX.

STORM STRUCTURE DATASANITARY STRUCTURE DATA

TRENCH DRAIN

TOP EL. = 36.30

INV OUT (10" PVC TO 672) = 33.97

EX.

BIORETENTION CONSTRUCTION SEQUENCE:

-CONSTRUCTION INSPECTIONS SHOULD OCCUR BEFORE, DURING AND AFTER INSTALLATION TO ENSURE THE BIORETENTION FACILITY IS CONSTRUCTED

ACCORDING TO SPECIFICATIONS.

-USE DETAILED INSPECTION CHECKLISTS THAT REQUIRE SIGN-OFFS BY QUALIFIED INDIVIDUALS AT CRITICAL STATES OF CONSTRUCTION, TO ENSURE THE CONTRACTOR’S INTERPRETATION OF THE PLAN IS CONSISTENT WITH THE DESIGNER’S INTENT.

-CHECK THE PROPOSED SITE FOR EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

-THE DESIGNER AND THE INSTALLER/CONTRACTOR SHOULD HAVE A PRE-CONSTRUCTION MEETING, CHECKING THE BOUNDARIES OF THE CDA AND THE ACTUAL

INLET ELEVATIONS TO ENSURE THEY CONFORM TO THE ORIGINAL DESIGN.

-THE DESIGNER SHOULD CLEARLY COMMUNICATE, IN WRITING, ANY PROJECT CHANGES DETERMINED DURING THE PRE-CONSTRUCTION MEETING TO THE

INSTALLER AND THE PLAN REVIEW/INSPECTION AUTHORITY.

-CONSTRUCTION OF THE BIORETENTION FACILITY SHOULD BEGIN ONLY AFTER SITE WORK IS COMPLETED AND THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS

BEEN STABILIZED WITH DENSE AND HEALTHY VEGETATION.

-IT MAY BE NECESSARY TO BLOCK CERTAIN CURB OR OTHER INLETS WHILE THE BIORETENTION AREA IS BEING CONSTRUCTED.

-TEMPORARY E&S CONTROL MEASURES (TYPICALLY SILT FENCE, DIVERSION BERMS, EC FABRIC, ETC.) TO PREVENT SEDIMENT FROM MOVING INTO THE FILTER MEDIA OR STONE BASE MATERIAL DURING CONSTRUCTION), TO AVOID CLOGGING (PARTICULARLY IF THE PRACTICE RELIES ON INFILTRATION), AND TO PROTECT

THE FACILITY’S VULNERABLE SIDE SLOPES FROM EROSION DURING CONSTRUCTION.

-ENSURE THAT PRE-TREATMENT STRUCTURES ARE PROPERLY INSTALLED AND WORKING EFFECTIVELY.

-EXCAVATORS OR BACKHOES (WITH ARMS WITH ADEQUATE EXTENSION) SHOULD WORK FROM THE SIDES TO EXCAVATE THE RESERVOIR LAYER TO ITS

APPROPRIATE DESIGN DEPTH AND DIMENSIONS.

-CONTRACTORS SHOULD USE A CELL CONSTRUCTION APPROACH IN LARGER BIORETENTION BASINS, WITH THE BASIN SPLIT INTO 500 TO 1,000 SQ. FT.

TEMPORARY CELLS WITH A 10 TO 15 FOOT EARTH BRIDGE IN BETWEEN EACH CELL, SO THAT CELLS CAN BE EXCAVATED FROM THE SIDE.

-THE FLOOR OF THE FACILITY SHOULD BE COMPLETELY LEVEL, BUT EQUIPMENT SHOULD BE KEPT OFF THE FLOOR TO PREVENT SOIL COMPACTION.

-IT MAY BE NECESSARY TO RIP THE BOTTOM SOILS TO A DEPTH OF 6 TO 12 INCHES TO PROMOTE GREATER INFILTRATION.

-CORRECTLY INSTALL GEOTEXTILE FABRIC ON THE EXCAVATION SIDES.

-TRIM LARGE TREE ROOTS FLUSH WITH THE SIDES OF THE EXCAVATION TO PREVENT PUNCTURING OR TEARING OF THE FILTER FABRIC.

-WHEN LAYING OUT THE GEOTEXTILE, THE WIDTH SHOULD INCLUDE SUFFICIENT MATERIAL TO COMPENSATE FOR PERIMETER IRREGULARITIES IN THE

TRENCH AND FOR A 6-INCH MINIMUM OVERLAP AT THE TOP OF THE EXCAVATION.

-PLACE STONES OR OTHER ANCHORING OBJECTS ON THE FABRIC AT THE TRENCH SIDES TO KEEP THE TRENCH OPEN DURING WINDY PERIODS.

-PLACE NATURAL SOILS IN ANY VOIDS THAT OCCUR BETWEEN THE FABRIC AND THE EXCAVATED SIDES OF THE TRENCH, TO ENSURE THE FABRIC

CONFORMS SMOOTHLY TO THE SIDES OF THE EXCAVATION.

-INSTALL AND ANCHOR THE OBSERVATION WELL(S) AND, IF USED, INSTALL THE UNDERDRAINS.

-CHECK AGGREGATE MATERIAL PRIOR TO INSTALLATION TO CONFIRM THAT IT IS CLEAN AND WASHED AND MEETS SPECIFICATIONS AND IS INSTALLED TO

THE CORRECT DEPTH

-CHECK ELEVATIONS (UNDERDRAIN INVERTS, INFLOW AND OUTFLOW POINT INVERTS, DEPTH OF AGGREGATE INSTALLATIONS, ETC.) AND THE SURFACE

SLOPE.

-PROVIDE THE CORRECT DEPTH AND TYPE OF AGGREGATE ABOVE AND BELOW THE UNDERDRAINS.

-UNDERDRAINS SHOULD SLOPE DOWN TOWARDS THE OUTLET AT A GRADE OF 0.5% OR STEEPER.

-UP-GRADIENT ENDS OF UNDERDRAINS IN THE RESERVOIR LAYER SHOULD BE CAPPED, BUT NOT THE DOWNSTREAM ENDS.

-WHERE AN UNDERDRAIN PIPE IS CONNECTED TO A STRUCTURE, THERE MUST BE NO PERFORATIONS WITHIN 1 FOOT OF THE STRUCTURE.

-ENSURE THERE ARE NO PERFORATIONS IN CLEAN-OUTS AND OBSERVATION WELLS WITHIN 1 FOOT OF THE SURFACE.

-PLACE APPROXIMATELY 3 INCHES OF CHOKER STONE/PEA GRAVEL ON THE STONE ABOVE THE UNDERDRAIN(S) AS A FILTER BETWEEN THE UNDERDRAIN

STONE LAYER AND THE SOIL FILTER MEDIA.

-PLACE THE FILTER MEDIA BY HAND (TO AVOID COMPACTION AND MAINTAIN POROSITY) IN 12-INCH LIFTS, WITH NO MACHINERY ALLOWED DIRECTLY ON THE MEDIA SURFACE DURING OR AFTER CONSTRUCTION, UNTIL THE DESIGN TOP ELEVATION IS ACHIEVED.

-OVERFILL THE MEDIA ABOVE THE PROPOSED FINISHED SURFACE ELEVATION TO ALLOW FOR NATURAL SETTLING. LIFTS MAY BE LIGHTLY WATERED TO

ENCOURAGE SETTLING.

-AFTER THE FINAL LIFT IS PLACED, RAKE THE MEDIA TO LEVEL IT, SATURATE IT, AND ALLOW IT TO SETTLE FOR AT LEAST ONE WEEK PRIOR TO INSTALLING PLANT MATERIALS. CHECK FOR SETTLEMENT AND ADD ADDITIONAL MEDIA, IF NEEDED, TO ACHIEVE THE DESIGN ELEVATION.

-PREPARE PLANTING HOLES FOR ANY TREES AND SHRUBS, INSTALL THE VEGETATION, AND WATER

ACCORDINGLY.

-INSTALL ANY TEMPORARY IRRIGATION EQUIPMENT.

-PLACE THE SURFACE COVER IN THE BIORETENTION CELLS (MULCH, RIVER STONE OR TURF), DEPENDING

ON THE DESIGN.

-IF COIR OR JUTE MATTING WILL BE USED INSTEAD OF MULCH, THE MATTING WILL NEED TO BE INSTALLED PRIOR TO PLANTING, AND HOLES OR SLITS WILL

HAVE TO BE CUT IN THE MATTING TO INSTALL THE PLANTS.

-INSTALL THE PLANT MATERIALS AS SHOWN IN THE LANDSCAPING PLAN, AND WATER THEM DURING WEEKS OF NO RAIN FOR THE FIRST TWO MONTHS FOLLOWING

INSTALLATION.

-THE CONSTRUCTION CONTRACT SHOULD INCLUDE A CARE AND REPLACEMENT WARRANTY TO ENSURE THAT VEGETATION IS PROPERLY ESTABLISHED

AND SURVIVES DURING THE FIRST GROWING SEASON FOLLOWING CONSTRUCTION.

-IMPLEMENT ANY REMAINING PERMANENT STABILIZATION MEASURES.

-LOG THE GPS COORDINATES FOR EACH FACILITY AND SUBMIT THEM FOR ENTRY INTO THE LOCAL BMP MAINTENANCE TRACKING DATABASE.

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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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E E

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EX.LP

NO #

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NC. DITCH

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EX.22.0'X30.6'SHED

EX.CSW

EX.CLF

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EX. WHEEL STOP(TYP.)

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N 6872550

E 11824200

N 6872400

E 11824200

E 11824550

4"MAPLE

5"MAPLE

9"MAPLE

7"MAPLE

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6"MAPLE

26"MAPLE

LOD

LODLOD

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10" PVC

EX. BLDG.#2033A

N 6872550

BENCHMARK #9001

PIPE & CAPN: 6,872,463.8E: 11,824,172.6ELEVATION: 36.89

BENCHMARK #9002

PIPE & CAPN: 6,872,678.0E: 11,824,429.0ELEVATION: 36.72

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

VA STATE GRID

NAD83 / NGVD88

FINAL DESIGN

02/26/2024

GENERAL NOTES

1. REMOVE ALL EXISTING WHEEL STOPS (TYPICAL OF 40)

2. DEMOLISH EXISTING GRAVEL PAVEMENT

3. REMOVE EXISTING TRAFFIC SIGN

4. DEMOLISH EXISTING CONCRETE SIDEWALK

5. REMOVE EXISTING GRAVEL STOCK PILE

6. REMOVE EXISTING LIGHT / UTILITY POLE. REFER TO ELECTRICAL PLAN

FOR ADDITIONAL NOTES AND DETAILS.

7. REMOVE EXISTING WOODEN POLE.

8. REMOVE EXISTING TREE.

DEMOLITION KEYNOTES

1. REFER TO CIVIL NOTES AND GENERAL DEMOLITION NOTES LOCATED

ON SHEET C-002.

GRAPHIC SCALE

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N 6872550

E 11824200

N 6872400

E 11824200

E 11824550

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12"MAPLE

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26"MAPLE

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LODLOD

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N 6872550

.50

18.50' 26'

'8'

.50

VAN

ELECTRICVEHICLECHARGING

.50

26'

18.50'

R15'

R3'

(TYP.)

R3'

(TYP.)

R20'

R31'

.13

11.63'

.20

8' 8'

23'

23.74'

R10'

26'

10.60'

.50

.60

.71

.88

.51

11.63'

13.43'

R5' R3'

R4.5'

R9'

R3'

(TYP.)

R3'

(TYP.)

R10'

1. COMBINATION 6" CURB AND GUTTER

2. COMBINATION 6" REVERSE CURB AND GUTTER

3. STANDARD CURB

4. DEPRESSED CURB

5. PRECAST CONCRETE WHEEL STOP (TYPICAL OF 24)

6. CONCRETE STEPS (8-INCH, 2 RISER) WITH RAILING

7. CONCRETE EDGING

8. TYPE B CURB RAMP

9. ACCESSIBLE PARKING PAVEMENT MARKING

10. 4-INCH SOLID WHITE PAVEMENT MARKING (TYPICAL TO ALL

PARKING SPACE)

11. MATCH NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER IN

LINE AND GRADE

12. MATCH NEW PAVING TO EXISTING PAVING IN LINE AND GRADE

13. MATCH NEW SIDEWALK TO EXISTING SIDEWALK IN LINE AND GRADE

14. ACCESSIBLE PARKING SPACE SIGN (D9-6 (24"X24'))

15. ACCESSIBLE PARKING SPACE SIGN WITH VAN ACCESSIBLE PLAQUE

(D9-6 (24"X24" WITH D9-6P (18"X9"))

16. ELECTRIC VEHICLE CHARGING PARKING SPACE MARKING (BLUE

BACKGROUND WITH WHITE LETTERING)

17. CONCRETE PAD AND BOLLARD FOR ELECTRICAL VEHICLE

CHARGING STATION

18. EV CHARGING STATION SIGN (D9-11BP), 24"X18"

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

VA STATE GRID

NAD83 / NGVD88

FINAL DESIGN

02/26/2024

ASPHALT PAVEMENT

5' WIDE CONCRETE SIDEWALK

CS501

NEW WORK KEYNOTES

CS502

CS503

CS502

CS503

A1,A3

CS503

CS501

A1, A3

CS502

GENERAL NOTES

PROVIDED PARKING SPCES

DESCRIPTION SIZE COUNT

REGULAR 9' X 18.5' 77

ACCESSIBLE 8' X 18.5' 3

VAN ACCESSIBLE 8' X 18.5' 1

TOTAL 80

GREEN SPACE REQUIREMENTS

REQUIREMENTS REQUIRED PROVIDED WITH

DESIGN

30 SF OF LANDSCAPE

PER PARKING SPACE 2400 SF 8363 SF

CS502

CS503

A5, C5

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A/E INFO

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ANDERSON AVENUE

(POSTED SPEED 15 MPH)

CATLIN AVENUE

(PO

STED SPEED 25 M

PH)

N 6872550

E 11824200

N 6872400

E 11824200

E 11824550

4"MAPLE

5"MAPLE

12"MAPLE

6"MAPLE

26"MAPLE

N 6872550

VAN

ELECTRICVEHICLECHARGING

R15'

R3'

R20'

R31'

R10'

R5'

R3'

R4.5'

R9'

R3'

R10'

R5'

R3'

R5'

R3'

R5'

R3'

R5'

R3'

R3' R10'

R3'

R4.5'

.50

18.50' 26'

'8'

.50

26'

18.50'

.13

11.63'

.20

8' 8'

.50

.60

.71

.88

.51

11.63'

13.43'

G S

M S

C O

M M

P-

9U M

CS201

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

VA STATE GRID

NAD83 / NGVD88

FINAL DESIGN

02/26/2024

GRAPHIC SCALE

21 22

28 29

33 34

383940

* NOTES

1. ALL SPOT ELEVATION SHOWN HERE ARE AT THE EDGE OF THE

PAVEMENT OR AT THE BOTTOM OF THE CURB.

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<<TEST>>

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PLAN

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NORTH

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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 LAYOUT PLAN

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AS NOTED

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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G S

M S

C O

M M

P-

9U M

CS501

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

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.

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

PRIME COAT

EXISTING SUBBASE

(COMPACTED ACCORDING TO

PROJECT SPECIFICATIONS)

2" ASPHALT SURFACE COURSE

4" BASE COURSE

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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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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

G S

M S

C O

M M

P-

9U M

CS502

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FINAL DESIGN

02/26/2024

SCALE:C1 CG-2, STANDARD 6" CURB

N.T.S. CS101

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'

SCALE:C3 PRECAST CONCRETE WHEEL STOP

N.T.S. CS101

R=5

R=1 3"

R=18'

4' TO EDGE OF PAVEMENT

12"

1"26"

1'-0"

20"

18"

5" (TYP.)

10"4"

5'-6" 5'-0"

(SEE SITE LAYOUT PLAN)

PAINT

BLUE

PAINT

WHITE

SCALE:A4 ACCESSIBLE PARKING PAVEMENT MARKING

N.T.S. CS101

PAIN WHITE

WHEEL STOP

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

N.T.S. CS101 SCALE:A3 COMBINATION 6" REVERSE CURB AND GUTTER

N.T.S. CS101

PAINT BLUE

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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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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

G S

M S

C O

M M

P-

9U M

CS503

O F

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

S C

O M

DES DRW

C R

O N

DRAWFORM REVISION: 25 AUGUST 2020

CHK

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

FINAL DESIGN

02/26/2024

.25

1. DEPTH MAY BE ADJUSTED TO MEET DEPTH OF PAVEMENT SECTION.

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

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

SUBGRADE

1/4"

SIDEWALK

SCALE:C1 DEPRESSED CURB

N.T.S. CS101

SCALE:A1 S-2, CONCRETE STEPS

N.T.S. CS101 SCALE:A3 HR-1, STANDARD HANDRAIL

N.T.S. CS101

1. DEPTH MAY BE ADJUSTED TO MEET DEPTH OF PAVEMENT SECTION.

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

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

SUBGRADE

SCALE:C3 CONCRETE EDGING

N.T.S. CS101

SCALE:A5 CONCRETE PAD

N.T.S. CS101

FINISHED

GRADE

SLOPE CONCRETE TO DRAIN

AWAY FROM BOLLARD

CONCRETE FOOTING

(CONC. STRENGTH: 4000

PSI)

COMPACTED

SUBGRADE

12" SECTION…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 7, 2024.