1188_G-A_RECOVERY_RANGE_100_C.pdf

PDF 22 MB Posted Jun 18, 2026

Attached to: Fort Lee Vehicle Recovery Range
Solicitation number: W9123626BA006
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Jun 18, 2026

This document is a 100% design submittal for the Vehicle Recovery Range project at Fort Gregg-Adams, Virginia, prepared by the U.S. Army Corps of Engineers, Norfolk District. The project design package (P2 - 516440) includes comprehensive civil engineering drawings and specifications for constructing a vehicle recovery training facility.

The design package encompasses site development including grading plans, demolition plans, site plans with concrete turning pads, stormwater management infrastructure (storm culverts, constructed swales, grass channels, and detention basins), erosion and sediment control measures, and detailed construction specifications. The project is organized into three construction phases with primary and alternate haul routes. Deliverables include over 100 sheets of drawings organized by discipline (civil survey, existing conditions, demolition, site layout, grading, stormwater profiles, and construction details). Key infrastructure features include 11 culverts ranging from 12 to 18 inches in diameter, multiple grass channels and swales with varying slopes and capacities, concrete turning pads with radii of 55 feet, and comprehensive erosion control measures including silt fence, mulching, temporary and permanent seeding, culvert inlet protection, and construction entrances. The design incorporates Virginia Erosion and Sediment Control standards (MS-19), VDOT specifications, and UFC 3-250-01 pavement design standards. Construction phasing allows concurrent operations across multiple training areas while maintaining site access and laydown/stockpile areas. The submittal was issued November 3, 2025, and represents final design documentation ready for construction procurement.

View the file

Other files

File	Type	Posted
OF 1419 - Abstract of Offers CONST Bid Opening_final_.pdf	PDF	Oct 16, 2026
Solicitation Amendment W9123626BA006_0007.pdf	PDF	Sep 29, 2026
1188_FORT_G-A_RECOVERY_RANGE_REV1_SPECS.pdf	PDF	Sep 29, 2026
Solicitation Amendment W9123626BA006_0006.pdf	PDF	Sep 29, 2026
1188_FORT_G-A_RECOVERY_RANGE_Rev1_PLANS_signed.pdf	PDF	Sep 29, 2026
Category_Designation_Memo_Ordnance_VRA_Turn_Pads.pdf	PDF	Sep 29, 2026
1188_FORT_G-A_RECOVERY_RANGE_SPECS.pdf	PDF	Aug 25, 2026
1188_FORT_G-A_RECOVERY_RANGE_100pct_PLANS_signed.pdf	PDF	Aug 25, 2026
Solicitation Amendment W9123626BA006_0005.pdf	PDF	Aug 25, 2026
Solicitation Amendment W9123626BA006_0004.pdf	PDF	Aug 4, 2026
Solicitation Amendment W9123626BA006_0003.pdf	PDF	Jul 21, 2026
Solicitation Amendment W9123626BA006_0002.pdf	PDF	Jul 17, 2026
Site Visit Attendance Log_20260707.pdf	PDF	Jul 17, 2026
Solicitation Amendment W9123626BA006_0001.pdf	PDF	Jun 29, 2026
W9123626BA006_Solicitation_Vehicle Recovery Range_06182026.pdf	PDF	Jun 18, 2026
RTA Specifications 11202025.pdf	PDF	Jun 18, 2026
Bid Schedule.pdf	PDF	Jun 18, 2026

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RIVER

ROAD

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APPOMATTOX

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NORFOLK DISTRICT

FORT GREGG-ADAMS, VIRGINIA

VEHICLE RECOVERY RANGE

P2 - 516440

+AEC_MAN_SOLICNUM

+AEC_MAN_CONTRNUM

NOVEMBER 3, 2025

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LOCATION MAP / HAUL ROUTE

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PLAN

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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON

INDEX OF DRAWINGS.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

APPROVED

CHIEF, DESIGN BRANCH

APPROVED

ENGINEERING BRANCH DESIGN LEAD

RECOMMENDED

VIRGINIA

NORTH CAROLINA

PETERSBURG

RICHMOND

PROJECT

FT. GREGG-ADAMS

RIVER ROAD

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CABLE FENCE

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CABLE FENCE

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CABLE FENCE

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CABLE FENCE

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INDEX OF DRAWINGS

Sheet Number Sheet Title

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 ABBREVIATIONS

G-004 KEY PLAN

G-005 PHASING PLAN

V-001 SURVEY NOTES AND LEGEND

V-101 EXISTING CONDITIONS

V-102 EXISTING CONDITIONS

V-103 EXISTING CONDITIONS

V-104 EXISTING CONDITIONS

V-105 EXISTING CONDITIONS

V-106 EXISTING CONDITIONS

V-107 EXISTING CONDITIONS

V-108 EXISTING CONDITIONS

V-109 EXISTING CONDITIONS

V-110 EXISTING CONDITIONS

V-111 EXISTING CONDITIONS

V-112 EXISTING CONDITIONS

CD101 DEMOLITION SITE PLAN

CD102 DEMOLITION SITE PLAN

CD103 DEMOLITION SITE PLAN

CD104 DEMOLITION SITE PLAN

CD105 DEMOLITION SITE PLAN

CD106 DEMOLITION SITE PLAN

CD107 DEMOLITION SITE PLAN

CD108 DEMOLITION SITE PLAN

CD109 DEMOLITION SITE PLAN

CD110 DEMOLITION SITE PLAN

CD111 DEMOLITION SITE PLAN

CD112 DEMOLITION SITE PLAN

CS101 SITE PLAN

CS102 SITE PLAN

CS103 SITE PLAN

CS104 SITE PLAN

CS105 SITE PLAN

CS106 SITE PLAN

CS107 SITE PLAN

CS108 SITE PLAN

CS109 SITE PLAN

CS110 SITE PLAN

CS111 SITE PLAN

CS112 SITE PLAN

CG101 GRADING PLAN

CG102 GRADING PLAN

CG103 GRADING PLAN

CG104 GRADING PLAN

CG105 GRADING PLAN

CG106 GRADING PLAN

CG107 GRADING PLAN

CG108 GRADING PLAN

CG109 GRADING PLAN

CG110 GRADING PLAN

CG111 GRADING PLAN

CG112 GRADING PLAN

C-201 STORM PIPE PROFILES

C-202 CONSTRUCTED SWALE PROFILES

C-203 CONSTRUCTED SWALE PROFILES

C-204 CONSTRUCTED SWALE PROFILES

C-205 CONSTRUCTED SWALE PROFILES

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

C-504 DETAILS

C-505 DETAILS

C-506 DETAILS

C-507 DETAILS

C-508 DETAILS

C-509 DETAILS

C-510 DETAILS

C-511 DETAILS

C-512 DETAILS

C-513 DETAILS

D B

C H

D B

D R

B Y:

C O

N O

N N

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SHEET ID

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N . I

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ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRR CORROSION RESISTANT REBAR

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET

TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT

CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH

AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LOC LIMITS OF CONSTRUCTION

LOD LIMITS OF DISTURBANCE

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY

CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TP TURNING PAD

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

D B

C H

D B

D R

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N N

E D

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O N

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U .S

. A R

M Y

C O

O F

R S

N O

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KEY PLANA7

150' 300'0

PLAN

NORTH

1. THE SURVEY INFORMATION CONTAINED IN THIS PLAN SET

AND THE FOLLOWING SURVEY NOTES WERE OBTAINED FROM

A USACE PROJECT TITLED, "NORTH RANGE COMPLEX", DATED

17 JANUARY 2008. ALL CONDITIONS OF THE SURVEY APPLY TO

THE EXISTING CONDITIONS REPRESENTED IN THIS PLAN SET.

IN ADDITION, RECENT TOPOGRAPHIC SURVEY WAS

PERFORMED BY WATERWAY SURVEYS AND ENGINEERING,

LTD DURING JULY AND AUGUST, 2024. SEE ALSO V-001 FOR

ADDITIONAL INFORMATION.

2. NORTH MERIDIAN SHOWN HEREON IS BASED ON VIRGINIA

STATE PLANE COORDINATE SYSTEM, SOUTH ZONE NAD83/93.

3. THIS SURVEY DOES NOT ADDRESS THE EXISTENCE OR

NONEXISTENCE OF WETLANDS, ENVIRONMENTAL HAZARDS,

CEMETERIES OR ANY UNDERGROUND STRUCTURE NOT

OBSERVED DURING THE COURSE OF THE SURVEY.

4. THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE, SIZE,

OR HORIZONTAL LOCATION OF ANY UNDERGROUND

UTILITIES. THE UNDERGROUND UTILITIES SHOWN ON THIS

SURVEY, IF ANY, WERE ESTABLISHED USING ABOVE GROUND

STRUCTURES (VALVES, MANHOLES, ETC. ). NO GUARANTEE IS

MADE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE

ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR

ABANDONED.

5. ACCURACY OF THE UTILITY INFORMATION SHOWN CANNOT

BE GUARANTEED, AND ALL UNDERGROUND UTILITY

LOCATIONS SHOWN HEREON SHOULD BE CONSIDERED

APPROXIMATE. CONTRACTOR MUST VERIFY ALL UTILITIES

PRIOR TO CONSTRUCTION.

6. UTILITIES SHOWN WERE PROVIDED BY THE GOVERNMENT IN

DWG FORMAT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING UTILITY LOCATIONS AND DEPTHS PRIOR TO

CONSTRUCTION.

7. SURVEY UNIT IS U.S SURVEY FEET.

8. ROADS THAT ARE HATCHED REPRESENT THE PROJECT

SCOPE OF WORK.

LAYDOWN NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR ANY PERMITS FOR THE

STOCKPILE/ LAYDOWN AREAS. THE PRECONSTRUCTION

MEETING SHALL PROVIDE ADDITIONAL COORDINATION

BETWEEN THE CONTRACTOR AND THE CUSTOMER.

2. LAYDOWN/STOCKPILE AREAS ARE SHOWN.

LAYDOWN'STOCKPILE AREA #2, ADJACENT TO TP#2, SHALL

BE USED FOR PHASE 3 ONLY. CONTRACTOR SHALL RESTORE

THE AREAS TO THEIR PRIOR CONDITION ONCE

CONSTRUCTION ACTIVITIES ARE COMPLETED.

SURVEY NOTES:

V-101

CD101

CS101

CG101

V-102

CD102

CS102

CG102

V-103

CD103

CS103

CG103

V-104

CD104

CS104

CG104

V-105

CD105

CS105

CG105

V-106

CD106

CS106

CG106

V-107

CD107

CS107

CG107

V-108

CD108

CS108

CG108

V-109

CD109

CS109

CG109

V-110

CD110

CS110

CG110

V-111

CD111

CS111

CG111

V-112

CD112

CS112

CG112

LAYDOWN / STOCKPILE AREA #1

PHASE 1, 2, AND 3

LAYDOWN / STOCKPILE AREA #2

PHASE 3 ONLY

LEGEND:

EXISTING GRAVEL ROAD

EXISTING ASPHALT PAVEMENT

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BUILDING #17532

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TRAINING

AREA 4

TRAINING

AREA 1

TRAINING

AREA 3

TRAINING

AREA 2

TRAINING

AREA 1

TRAINING

AREA 14

TRAINING

AREA 13

TRAINING

AREA 12

TRAINING

AREA 8

TRAINING

AREA 7

TRAINING

AREA 6

TRAINING

AREA 11

TRAINING

AREA 10

TRAINING

AREA 9

TRAINING

AREA 5

TP10

TP8

TP12

TP9

TP7 TP24 TP26

TP6 TP23 TP22

TP28

TP21

TP27

TP5

TP3

TP2

TP20

TP15

TP14

TP31

TP19

TP16

TP18

TP17

TP1

TP4

TP29

TP13

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

E N

T_ G

G A

Y_ C

O U

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G P

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US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

N T

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, V

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, 2

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(N O

R C

O N

U C

.IN

G O

R . T

G . P

G-005SCALE: 1" = 150'-0"

PHASING PLANA7

PLAN

NORTH

GENERAL NOTES:

KEYNOTES:

PRIORITY ONE PHASE

150' 300'0

PRIORITY TWO PHASE

PRIORITY THREE PHASE

LEGEND:

1. CONTRACTOR SHALL COMMENCE CONSTRUCTION

ACTIVITIES WITH PRIORITY ONE PHASE WHILE PRIORITY

PHASES TWO AND THREE REMAIN OPERATIONAL. ONCE

COMPLETED, CONTRACTOR SHALL COMMENCE

CONSTRUCTION ACTIVITIES IN PRIORITY PHASE TWO

WHILE PRIORITY PHASE ONE AND THREE REMAIN

OPERATIONAL. ONCE COMPLETED, CONTRACTOR SHALL

COMMENCE CONSTRUCTION ACTIVITIES IN PRIORITY

PHASE THREE WHILE PRIORITY PHASE ONE AND TWO

REMAIN OPERATIONAL.

NIC- NOT IN CONTRACT

PRIMARY HAUL

ROUTE ACCESS

ALTERNATE HAUL

ROUTE ACCESS-

PHASE 3 ONLY

LAYDOWN / STOCKPILE

AREA #1

LAYDOWN / STOCKPILE AREA #2

PHASE 3 ONLY

T_ G

G A

Y_ C

O U

\2 _D

N \C

_3 D

8_ V

W G

P M

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

N T

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, V

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, 2

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.IN

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N O

V-001

EXISTING CONDITIONS SURVEY NOTES

RIP RAP

SIGN

FENCE

UNDERDRAIN END

TREATMENT (UD)

LIGHT POLE

COMMUNICATION

MANHOLE

NEW REINFORCED CONCRETE PIPE

E XISTING CONCRETE PIPE

DITCH/SWALE

GRAVEL ROAD

GUARD RAIL

x x

ELEVATION (Z)

88.59

102.48 111.00 118.94 83.44

NORTH (Y)MARK

3,633,712.271 2 3,632,838.17

3,631,682.27 3,632,604.36 3,632,822.78

EAST (X)

COORDINATES OF

ON-SITE CONTROL POINTS

11,820,014.99 11,818,707.82 11,818,278.67 11,820,063.25 11,821,187.63

1. TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM FIELD SURVEYS

PERFORMED BY WATERWAY SURVEYS & ENGINEERING, LTD. DURING JULY AND

AUGUST OF 2024.

2. HORIZONTAL COORDINATES ARE IN U.S. SURVEY FEET AND ARE REFERENCED TO

THE VIRGINIA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD 83.

COORDINATE VALUES TIE INTO THE EXISTING FORT GREGG-ADAMS

CONTROL MONUMENTS R-3, R-9, AND R-10 AS DESCRIBED IN "PHOTO CONTROL

SURVEY FOR U.S. ARMY, FT. LEE", DATED 30 OCTOBER 1996.

3. ELEVATION VALUES ARE IN FEET AND ARE REFERENCED TO NGVD 29 DATUM.

THESE VALUES TIE INTO EXISTING FORT GREGG-ADAMS CONTROL MONUMENT

R-3 AS DESCRIBED IN "PHOTO CONTROL SURVEY FOR U.S. ARMY, FT. LEE",

DATED 30 OCTOBER 1996.

4. EXISTING GROUND CONDITIONS FOR CONTRACTOR USE ONLY. "CD-", "CG-", AND "CS-"

SHEETS SHALL BE USED FOR CONSTRUCTION INFORMATION.

LEGEND

EXISTING ASPHALT

EXISTNG GRAVEL

UNDERDRAIN PIPEUD

C_ CULVERT

DESIGNATION

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

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E N

CP CP

U/G ELECTRICE E E

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COMM MH

UDUDUDUDUD

U D

UD UD

UDUDUDUDUDUDUDUDUDUDUDUDUD

U D

UDUDUDUDUDUD

UDUD

U D

E E

E E E E E E E E E E E E E E E E E E E E E E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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. A R

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SCALE: 1" = 40'-0"

EXISTING CONDITIONSA7

40' 80'0

PLAN

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MATCH LINE V-105

C H

V -1

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1. SEE SHEET V-001 FOR GENERAL SURVEY NOTES AND

LEGEND.

2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL FIELD

VERIFY EXISTING SITE CONDITIONS.

GENERAL NOTES:

KEYNOTES:

KEY PLAN:

V-103

V-108

V-102

V-106V-105

V-109

V-110 V-111 V-107

V-112

V-104

V-101

1. EXISTING GRAVEL ROADWAY SECTION, SEE DETAIL D14/C-506.

N . I

N G

R . T

G . P

G C

O N

V-101

N O

N T

N O

, V

_C O

N U

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24"RCP

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12"CMP

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BUILDING #17530

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18"RCP

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ROAD J

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DRAIN 91.50'

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INV-16B 89.61'

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INV=92.71' DAMAGED

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12"CMP

C17

U D

UDUD

U D

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U D

UD UD

U D

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U D

UDUDUD

E E

E E E E E E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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. A R

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C H

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KEYNOTES:

KEY PLAN:

V-103

V-108

V-102

V-106V-105

V-109 V-110 V-111 V-107

V-112

V-104

V-101

1. SEE SHEET V-001 FOR GENERAL SURVEY NOTES AND

LEGEND.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE

CONDITIONS.

1. EXISTING GRAVEL ROADWAY SECTION, SEE DETAIL D14/C-506.

N O

N T

N O

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INV-75 88.07'

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INV-72 87.86'

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HEADWALL TOP@91.1'

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18"RCP

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24"RCP

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DRAIN DAMAGED 90.19'

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DRAIN 88.34'

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DRAIN 87.05'

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DRAIN 86.32'

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DRAIN 87.14'

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DRAIN 86.61'

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DRAIN 87.36'

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DRAIN 90.66'

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DRAIN 91.20'

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DRAIN 89.64'

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DRAIN 89.88'

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DRAIN 88.56'

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DRAIN 88.32'

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INV-81B 84.55'

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INV-81A 84.65'

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INV-79B 86.06'

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INV-79A 86.06'

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INV-84A 84.26'

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INV-82A 84.62'

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INV-84B 84.35'

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INV-82B 84.65'

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INV-78 85.26'

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INV-76 85.75'

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INV-90 84.31'

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INV-88 84.74'

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INV-24903 88.97'

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INV-24902 89.00'

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INV-25113 87.23'

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INV-25112 87.25'

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HEADWALL TOP@88.7'

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HEADWALL TOP@90.1'

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HEADWALL TOP@88.4'

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HEADWALL TOP@88.7'

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HEADWALL TOP@88.3'

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HEADWALL TOP@87.4'

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HEADWALL TOP@87.9'

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HEADWALL TOP@92.0'

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HEADWALL TOP@92.2'

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HEADWALL TOP@92.3'

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HEADWALL TOP@88.8'

24"RCP

UD UD UD UD UD UD UD UD

UDUD

U D

UD UD UD UD UD UD UD UD

U D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

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N N

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T_ G

G A

Y_ C

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\2 _D

N \C

_3 D

8_ V

W G

P M

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

N T

N O

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N U

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G -A

S, V

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G . P

G C

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V-103

SCALE: 1" = 40'-0"

EXISTING CONDITIONSC7

40' 80'0

PLAN

NORTH

MATCH LINE V-107

C H

GENERAL NOTES:

KEYNOTES:

KEY PLAN:

C H

V-103

V-108

V-102

V-106V-105

V-109 V-110 V-111 V-107

V-112

V-104

V-101

1. SEE SHEET V-001 FOR GENERAL SURVEY NOTES AND

LEGEND.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE

CONDITIONS.

1. EXISTING GRAVEL ROADWAY SECTION, SEE DETAIL D14/C-506.

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12"RCP

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24"RCP

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24"RCP

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30"RCP

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6' CHAIN LINK FENCE W/BARBED WIRE

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6' CHAIN LINK FENCE W/BARBED WIRE

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6' CHAIN LINK FENCE W/BARBED WIRE

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ROAD E

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ROAD A

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ROAD G

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ROAD E

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ROAD E

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ROAD A

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ROAD A

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ROAD E

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ROAD G

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ROAD G

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DRAIN 84.97'

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DRAIN 88.55'

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DRAIN 84.31'

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DRAIN 85.35'

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DRAIN 85.89'

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DRAIN 83.96'

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DRAIN 82.51'

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DRAIN 85.55'

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DRAIN 79.05'

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DRAIN 82.77'

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DRAIN 83.64'

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DRAIN DESTROYED

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DRAIN DESTROYED

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INV-25168 90.15'

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INV-25169 90.04'

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INV-91 82.90'

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INV-93 82.14'

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INV-94 79.40'

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INV-96 78.78'

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INV-153 78.07'

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HEADWALL TOP@92.5'

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HEADWALL TOP@92.7'

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HEADWALL TOP@86.0'

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HEADWALL TOP@85.2'

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HEADWALL TOP@82.4'

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HEADWALL TOP@81.8'

HEADWALL TOP@81.9'

C12

UD UD

U D

UD UD

U D

E E

EEE

E E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

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8_ V

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US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

N T

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N U

N O

, 2

_S O

N U

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G -A

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G E

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G . P

G C

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V-104

SCALE: 1" = 40'-0"

EXISTING CONDITIONSC7

40' 80'0

PLAN

NORTH

C H

MATCH LINE V-108

PLAN

NORTH

PLAN

NORTH

GENERAL NOTES:

KEYNOTES:

KEY PLAN:

V-103

V-108

V-102

V-106V-105

V-109 V-110 V-111 V-107

V-112

V-104

V-101

1. EXISTING GRAVEL ROADWAY SECTION, SEE DETAIL D14/C-506.

2. EXISTING ASPHALT ROADWAY SECTION, SEE DETAIL A14/C-506.

1. SEE SHEET V-001 FOR GENERAL SURVEY NOTES AND

LEGEND.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE

CONDITIONS.

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30"RCP

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18"RCP

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42"RCP

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42"RCP

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42"RCP

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42"RCP

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42"RCP

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42"RCP

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48"RCP

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COMM MH RIM=82.95'

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6' CHAIN LINK FENCE W/BARBED WIRE

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6' CHAIN LINK FENCE W/BARBED WIRE

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6' CHAIN LINK FENCE W/BARBED WIRE

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ROAD E

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ROAD A

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ROAD A

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ROAD A

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DRAIN 78.91'

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DRAIN 77.76'

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DRAIN 76.82'

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DRAIN 78.16'

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DRAIN 78.16'

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DRAIN 79.28'

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INV-129 78.13'

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INV-125 74.05'

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INV-25326 79.07'

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INV-25328 79.30'

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INV-97B 75.45'

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INV-97A 75.42'

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INV-99B 74.98'

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INV-99A 74.98'

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INV-139D 72.56'

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INV-139C 72.63'

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INV-139A 72.59'

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INV-139B 72.58'

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HEADWALL TOP@81.9'

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HEADWALL TOP@81.7'

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HEADWALL TOP@79.5'

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HEADWALL TOP@80.3'

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HEADWALL TOP@79.8'

HEADWALL TOP@77.4'

U D

UD UD

U D

E E

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

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C R

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T_ G

G A

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\2 _D

N \C

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8_ V

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US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

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, 2

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G -A

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G . P

G C

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V-105

SCALE: 1" = 40'-0"

EXISTING CONDITIONSE7

40' 80'0

PLAN

NORTH

MATCH LINE V-110

C H

MATCH LINE V-101

PLAN

NORTH

GENERAL NOTES:

KEYNOTES:

KEY PLAN:

MATCH LINE V-109

V-103

V-108

V-102

V-106V-105

V-109 V-110 V-111 V-107

V-112

V-104

V-101

1. SEE SHEET V-001 FOR GENERAL SURVEY NOTES AND

LEGEND.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE

CONDITIONS.

1. EXISTING GRAVEL ROADWAY SECTION, SEE DETAIL D14/C-506.

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ELECT BOX

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BOLLARD(4)

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WELL(2)

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30"RCP

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30"RCP

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BUILDING #17531

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TRANSFORMER

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30"RCP

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30"RCP

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30"RCP

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ROAD E

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ROAD A

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ROAD E

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ROAD A

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ROAD E

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ROAD E

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ROAD D

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ROAD J

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DRAIN 91.73'

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DRAIN 89.79'

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DRAIN 90.24'

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DRAIN 89.74'

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DRAIN 89.81'

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DRAIN 94.10'

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DRAIN 96.02'

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DRAIN 93.31'

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INV-24B 88.10'

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INV-24A 88.05'

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INV-27A 85.74'

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INV-27B 85.80'

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INV-25B 86.32'

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INV-25A 86.35'

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INV-42 86.14'

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INV-40 86.41'

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INV-43 86.06'

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INV=97.98'

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INV=98.10'

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12"CMP

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HEADWALL TOP@91.7'

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HEA…

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File details come from the government source that posted it. Updated Jun 18, 2026.