VISN 2 Buffalo - Civil SIte Plan.pdf

BAILEY AVE

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CP1 - ELECTRICAL MANHOLE

N:1075076.5759 E:1087100.4808

ELEV=693.50'

CP3 - ELECTRICAL MANHOLE

N:1075534.6859 E:1086762.4064

ELEV=689.52'

CP2 - WATER GATE VALVE

N:1075208.2930 E:1086812.4337

ELEV=689.26'

PARKING

GARAGE

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VA FORM 08 - 6231

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

02/12/2026

EHRM INFRASTRUCTURE

UPGRADES

3495 Bailey Avenue, Buffalo, NY 14215

528-22-700

SITE

Revisions: Date:

A/E:

TRIPLE C -The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202

MAT PERKINS

(315) 484-5958

35% SCHEMATIC DESIGN

NOT FOR CONSTRUCTION

CIVIL SITE SURVEY PLAN

VF101

K.STRUBLEM.PERKINS

CIVIL SITE SURVEY PLAN

1"=40'F1

NOTE

CONTRACTOR TO HAND DIG OR HYDRO-EXCAVATE WITHIN 5' OF ALL EXISTING

UTILITY LOCATIONS.

BENCHMARK

THREE EXISTING CONTROL POINTS ARE USED TO SET TOPOGRAPHY ELEVATIONS BASED ON NAVD 88.

CONTROL POINT 1 BEING EXISTING ELECTRICAL MANHOLE RIM CENTER.

N:1075076.5759 E:1087100.4808

ELEV=693.50'

CONTROL POINT 2 BEING EXISTING WATERLINE GATE VALVE CENTER CENTER.

N:1075208.2930 E:1086812.4337

ELEV=689.26'

CONTROL POINT 3 BEING EXISTING ELECTRICAL MANHOLE RIM CENTER.

N:1075534.6859 E:1086762.4064

ELEV=689.52'

F/F FACE TO FACE

FF EL FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FOC FACE OF CURB

FT FEET OR FOOT

FTG FOOTING

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HNDRL HANDRAIL

HORIZ HORIZONTAL

ID INSIDE DIAMETER OR INSIDE DIMENSION

INFO INFORMATION

INV INVERT

INV EL INVERT ELEVATION

LAT LATITUDE

LF LINEAR FEET (FOOT)

LOC LOCATION

LP LOW POINT

LS LUMP SUM

MATL MATERIAL

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MON MONUMENT

MTG MEETING

MULT MULTIPLE

N NORTH

NA NOT APPLICABLE

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

PC POINT OF CURVE

PCT PERCENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRKG PARKING

PROJ PROJECT

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE (PLASTIC)

QTY QUANTITY

R RADIUS

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RD ROAD OR ROOF DRAIN

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RW ROADWAY

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE

ACP ASPHALTIC CONCRETE PAVING

ADA AMERICANS WITH DISABILITIES ACT

AGGR AGGREGATE

APPROX APPROXIMATE

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

BC BACK OF CURB

BDRY BOUNDARY

BITUM BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BRG BEARING

CB CATCH BASIN

CFS CUBIC FEET PER SECOND

CL CENTER LINE

CLASS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO SEWER CLEAN OUT

CONC CONCRETE

CONSTR CONSTRUCTION

COORD COORDINATE

CORR CORRIDOR

CU FT CUBIC FEET

CU YD CUBIC YARD

DA DRAINAGE AREA

DAT DATUM

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESCR DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EG EXISTING GRADE

EL ELEVATION

ENGR ENGINEER

ENTR ENTRANCE

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EX EXISTING

EXIST EXISTING

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SF SQUARE FOOT (FEET)

SHLDR SHOULDER

SMH STEAM MANHOLE

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ YD SQUARE YARD

SS SANITARY SEWER

SSMH SANITARY SEWER

MANHOLE

ST STREET

STLT STREETLIGHT

STA STATION

STD STANDARD

STM STEAM

SURF SURFACE

SURV SURVEY

SW SIDEWALK

SWR SEWER

SYM SYMBOL

TAN TANGENT

TC TOP OF CURB

TD TRENCH DRAIN

TE TOP ELEVATION

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TMH TOP OF MANHOLE

TOC TOP OF CURB

TOC WALL TOP OF CONCRETE WALL

TOF TOP OF FOOTING

TOP TOP OF WALL

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UGND UNDERGROUND

UNO UNLESS NOTED

OTHERWISE

UNPV RD UNPAVED ROAD

UTIL UTILITY

VAR VARIES

VC VERTICAL CURVE

VERT VERTICAL

VIC VICINITY

VOL VOLUME

W WEST

W/ WITH

W/O WITHOUT

CIVIL SHEET ABBREVIATIONS

UGE

LEGEND

CAMPUS BOUNDARY

UNDERGROUND ELECTRICAL LINE

CURB

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STREETLIGHT

WATER GATE VALVE

SIDEWALK

EXISTING NEW

COMMTELECOMMUNICATIONS

STORM DRAIN INLET

W W

SS

SD

GAS

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

FENCE LINE

UNDERGROUND GAS LINE

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS; PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. GROUND PENETRATING RADAR (GPR) CONDUCTED BY GPRS INC. GNSS/GPS LOCATORS USED BY GPRS INC. ARE CERTIFIED FOR SUB-METER ACCURACY.

CONSTRUCTION MAY HAVE OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY VARY FROM THE SURVEYED CONDITION. CONTRACTOR TO PROVIDE UTILITY LOCATION SERVICE PRIOR TO EXCAVATION FOR VERIFICATION OF LOCATION AND DEPTH OF ALL UTILITIES TO PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

ELECTRICAL MANHOLE

COMMUNICATION MANHOLE

BUILDING

OVERHEAD ELECTRICAL LINE OHU

1' MINOR CONTOUR

5' MAJOR CONTOUR

TRUE NORTH

GRAPHIC SCALE

1" = 40'

20' 40' 80'40'