Site Utility Plan.pdf

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SPRING STREET

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

65% CORRECTED DESIGN

DEVELOPMENT

04/30/2026

NOT FOR CONSTRUCTION

EHRM INFRASTRUCTURE

UPGRADES

1400 VFW Parkway, West Roxbury, MA 02132

523A4-22-700

SITE

Revisions: Date:

ARCHITECT/ENGINEER OF RECORD

A/E:

CONSULTANT

TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103

MAT PERKINS

(860)270-0753

STAMP CIVIL SITE SURVEY PLAN

ENLARGED PLAN

VF102

K.STRUBLEM.PERKINS

1" = 40'F1 CIVIL SITE SURVEY PLAN-ENLARGED PLAN

PROJECT SCOPE OF WORK

THIS PROJECT PROVIDES COMPLETE RECABLING WITHIN MULTIPLE BUILDINGS AT THE WEST ROXBURY MA HEALTHCARE SYSTEM CAMPUS. MULTIPLE BUILDINGS ON CAMPUS INCLUDING BUILDINGS 1, 2, 3, 5, 7, 8,10, 20, 21, 22, 30, 70, 88, 96, 97, NEW MCR, AND ALSO SITE INFRASTRUCTURE UPGRADES.

SEE SHEET VF101 FOR CONTINUATION

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

SURVEY DISCLAIMER

SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND, PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C.

CONSTRUCTION MAY HAVE OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION. 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.

COMMTELECOMMUNICATIONS

STORM DRAIN INLET

TREE

W

SS

SD

GAS

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

FENCE LINE

UNDERGROUND GAS LINE

ELECTRICAL VAULT

UGE

D

CAMPUS BOUNDARY

UNDERGROUND ELECTRICAL LINE

BACK OF CURB

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STREETLIGHT

WATER VALVE

SIDEWALK

STLT

OXY

STREETLIGHT CONDUIT

UNDERGROUND OXYGEN LINE

5' CONTOUR

1' CONTOUR

S

E

XX

XX

NEW

LEGEND

EXISTING

CONCRETE

A.C. PAVEMENT

GRAPHIC SCALE

1" = 40'

20' 40' 80'40'

TRUE NORTH