36E77619R0086-004.pdf

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Attached to
Replace Hemodialysis Unit Federal contract opportunity
Solicitation number
36E77619R0086
Issued by
Department of Veterans Affairs Headquarters

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36E77619R0086 Attachment 3 - Civil Existing Conditions.pdf

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ABBREVIATIONS

BIT BITUMINOUS

CB CATCH BASIN

CCB CAPE COD BERM

CONC CONCRETE

DMH DRAIN MAN HOLE

EP EDGE OF PAVEMENTS

GRAN GRANITE

GRAV GRAVEL

GRL GUARDRAIL

HYD HYDRANT

INV INVERT

MAG MAG NAIL

N/F NOW OR FORMERLY

RCP REINFORCED CONCRETE PIPE

CMP CORRUGATED METAL PIPE

⅊ PROPERTY LINE

PVMT PAVEMENT

MW MONITORING WELL

SWL SOLID WHITE LINE

MTL METAL

SYL SOLID YELLOW LINE

VGC VERTICAL GRANITE CURB

WD WOOD

BANK FLAG

BORE HOLE

BUSH

BENCHMARK

BOUND (CONC, STONE, LAND COURT, ETC.)

CABLE MANHOLE

CATCH BASIN - SQUARE

CATCH BASIN - D-FRAME

CATCH BASIN - ROUND

DISK (CA/T, USC&GS, LAND COURT, ETC.)

DRILL HOLE

DRAIN MANHOLE

ELECTRIC HANDHOLE

ELECTRIC MANHOLE

ELECTRIC METER

ESCUTCHEON PIN IN LEAD PLUG

FLASHING BEACON

FLARED END SECTION

FLAG POLE

GAS FILL

GAS GATE

GAS METER

GAS PUMP

GAS MANHOLE

GUY POLE

HANDICAP SYMBOL

GUY WIRE ANCHOR

HIGH TENSION POWER POLE

FIRE HYDRANT

IRON PIPE

LIGHT POLE

LIGHT POLE DOUBLE LIGHT

MAG NAIL

MAIL BOX

MASSACHUSETTS HIGHWAY BOUND

MONITORING WELL

OIL FILL

OTHER MANHOLE

PULL BOX

PEDESTRIAN SIGNAL

PHOTO CONTROL - H & V

PHOTO CONTROL - V ONLY

PK NAIL

PARKING METER

CIRCULAR POST

SQUARE POST

REBAR/IRON PIN

RAILROAD SPIKE

RAILROAD SIGNAL

RAILROAD SWITCH

STAKE AND NAIL

STAND PIPE

SEWER MANHOLE

STEAM MANHOLE

STUMP

TOWN LINE BOUND (CORNER)

TRAFFIC SIGNAL CONTROL CABINET

TELEPHONE MANHOLE

TRANSFORMER

TOWN LINE ROAD STONE

TEST PIT

TROLLEY POLE

TRAVERSE POINT

TREE

LEGEND

TRAFFIC SIGNAL

TRAFFIC SIGNAL MAST ARM/SPAN WIRE POLE

SIGN

SIGN - DOUBLE POST

UTILITY POLE W/ FIRE PULL BOX

UTILITY POLE W/ LIGHT

UTILITY POLE W/ DOUBLE LIGHT

UTILITY POLE

VENT PIPE

WATER MANHOLE

WATER GATE

WATER METER

WATER SHUTOFF

WELL (POTABLE)

WETLAND FLAG

X-CUT

NOTES

VA MEDICAL CENTER

PROVIDENCE, RHODE ISLAND

LOCUS

01/27/2017

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PROVIDENCE, RHODE ISLAND

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FEET

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GRAPHIC SCALE 1" = 10'

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VA MEDICAL CENTER - HEMODIALYSIS CLINIC

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PREPARED FOR:

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PARE CORPORATION

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17 ACCORD PARK DRIVE, UNIT 102 NORWELL, MASS.

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TEL. (781) 681-6667 FAX. (781) 681-6673

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DRAFTED BY: BH

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A-PLUS #: 3673

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FIELD CHIEF: JBS

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24 JAN 17

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DATE:

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DES/COMP: BH

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SCALE: 1" = 10 FT.

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CHECKED BY: MC

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FILE: 3673_PROV_VA.DWG

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REV.0

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A-PLUS CONSTRUCTION

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SERVICES CORPORATION

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REVISIONS

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COMMENTS

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REV.

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REPRODUCTIONS MAY BE REDUCED SIZE

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ORIGINAL FULL SIZE DRAWING=4"

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DATE

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PREPARED BY:

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LEGEND

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SHEET

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GM

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GG

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BHL #

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BF#

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BM #

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DSK

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FP

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GF

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FES

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FB

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EPLP

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EM

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EHH

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DH

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CB

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CB

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CB

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GP

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MW

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MAG

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HTP

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PB

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IP

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MB

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OT

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PED

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OIL

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MHB

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GPL

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PM

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PK

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RRS

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TB

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SN

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RB

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RRSW

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TCB

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SP

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TFMR

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UFB#

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UPL#

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TPIT #

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UPDL#

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TS

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TLRS

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ULT#

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TPL

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WF#

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VP

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WG

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WM

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WSO

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X-CUT

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RRSG

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ST

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POST

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POST

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WELL

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TS

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1. UNDERGROUND UTILITIES SHOWN ARE BASED UPON FIELD UNDERGROUND UTILITIES SHOWN ARE BASED UPON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL UNDERGROUND PIPES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN.

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2. THE ELEVATIONS DEPICTED ARE BASED ON THE NORTH AMERICAN THE ELEVATIONS DEPICTED ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988(USFT). 3. THE HORIZONTAL DATUM DEPICTED IS BASED ON RHODE ISLAND THE HORIZONTAL DATUM DEPICTED IS BASED ON RHODE ISLAND COORDINATE SYSTEM, NAD83.

S

S

W G

ST

S

ST

E

T

E

PIV

WG

HYDD

D

EST

ST

HYD

WGWG

WG

WG

WG

D

E

E

S

WG

WG

PIV

M

A

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I

N

E

C

O

R

P

T

R

A

I

L

N

01/27/2017

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8" WATER QL-B

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3-4" E QL-B

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3-4" T QL-B

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2-4" T QL-B

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STEAM S&R QL-B

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4-4" T QL-B

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4-4" T QL-B

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4-4" T QL-B

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4-4" T QL-B

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12" VC S QL-C

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1.5" E QL-B

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STEAM (ABAND.) QL-B

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STEAM QL-B

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8" W FP QL-B

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6" W DW QL-B

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2-4" T QL-B

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ST S&R QL-B

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4-4" E QL-B

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8-4" T QL-B

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2" G QL-B

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8" RCP D QL-C

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4" PVC D QL-C

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4" T QL-B

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4" T QL-B

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U QL-B

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8-4" E QL-B

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4-4" E QL-B

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8-4" E QL-B

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8" W QL-B

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ST QL-B

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2" T F.O. QL-D

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10" S QL-C

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8" D QL-C

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6" W QL-D

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SMH RIM=83.7 A=12" INV=73.1' B=12" INV=73.5' C=12" INV=73.1'

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SMH RIM=83.8 A=12" INV=73.5' B= 4" INV=79.1' C=10" INV=73.6' D= 6" INV =73.8'

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8" W QL-B

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SMH RIM=85.2 A=12" INV=74.0' B=12" INV=73.9'

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SMH RIM=85.2 A=12" INV=75.0' B=N.P.V. INV=74.9' C=12" INV=74.9'

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DMH RIM=85.6 A=10" INV=77.5' B= 6" INV=77.6' C=10" INV=80.1'

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CB RIM=83.8 A=12" INV=81.4'

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CB RIM=83.3 A=6" INV=81.1'

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SMH RIM=85.3 A=8" (R) INV=71.4' B=4" (R) INV=71.5' C=8" (R) INV=71.2'

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DMH RIM=86.1' A=8" INV=82.7'

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ST S&R QL-B

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4-4" E QL-B

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3-4" T QL-B

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3-4" E QL-B

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3-4" T QL-B

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U QL-B

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CB RIM=87.1 A=12" INV=83.9' B= 4" INV=85.3'

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CB RIM=86.8 A= 8" INV=79.4' B= 8" INV=81.1' C=10" INV=82.2'

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DMH RIM=86.8' A=10" INV=83.6' B= 6" INV=84.1'

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8" W FP QL-B

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2-4" T QL-B

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4-4" E QL-B

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CB RIM=85.7' A=8" INV=79.7'

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EOI

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4-4" E QL-B

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2-4" T QL-B

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ST S&R QL-B

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8-4" E QL-B

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4-4" E QL-B

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E QL-B

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10" S QL-C

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8" W QL-B

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D QL-D

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D QL-D

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D QL-D

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6" W QL-B

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4" T QL-B

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4" T QL-B

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U QL-B

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6" W DW QL-B

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MULCH

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GRASS

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GRASS

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MULCH

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MULCH

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RAMP

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EXISTING 1 STORY BRICK BUILDING

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EXISTING 6-9 STORY BRICK BUILDING

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EXISTING 6-9 STORY BRICK BUILDING

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EXISTING 6-9 STORY BRICK BUILDING

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GRASS

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GRASS

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CONC. WALK

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CONC. WALK

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CONC. WALK

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LIFT

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AWNING

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CONC. PAD W/ DUMPSTER

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CONC. PAD W/ DUMPSTER

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CONC. WALK

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CONCRETE LOADING AREA

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COVERED LOADING DOCK

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CONC. PAD

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CONC. PAD

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CONC. PAD

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CONC. WALK

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COVERED WALKWAY

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BENCH

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CONC. WALL WITH RAILING

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TIMBER

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TIMBER

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TIMBER

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FENCE

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CONC. WALL

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STACK

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CONC. RAMP

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CONC. CURB

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CONC. CURB

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CONC. CURB

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CONC. CURB

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GRAN. CURB

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GRAN. CURB

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CONC. WALK

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CONC. CURB

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GRAN. STEP

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PIT

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CONC. WALL

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CONC. WALL

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6' CHAIN LINK FENCE

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CONC. WALK

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CONC. PAD

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A/C UNITS CONC. PAD

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FFE=90.22'

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FFE=90.34'

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BIT. WALK

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FFE=88.35'

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FFE=88.39'

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PAVERS

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PAVERS

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BENCH

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PAVERS

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PAVERS

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WALL

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BLOCK WALL

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BLOCK

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TIMBER

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DOWNSPOUT (TYP.)

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PROVIDENCE, RHODE ISLAND

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FEET

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GRAPHIC SCALE 1" = 10'

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EXISTING CONDITIONS PLAN

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VA MEDICAL CENTER - HEMODIALYSIS CLINIC

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PREPARED FOR:

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PARE CORPORATION

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17 ACCORD PARK DRIVE, UNIT 102 NORWELL, MASS.

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TEL. (781) 681-6667 FAX. (781) 681-6673

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DRAFTED BY: BH

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A-PLUS #: 3673

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FIELD CHIEF: JBS

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24 JAN 17

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DATE:

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DES/COMP: BH

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SCALE: 1" = 10 FT.

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CHECKED BY: MC

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FILE: 3673_PROV_VA.DWG

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REV.0

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OF

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A-PLUS CONSTRUCTION

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SERVICES CORPORATION

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REVISIONS

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COMMENTS

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REV.

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REPRODUCTIONS MAY BE REDUCED SIZE

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ORIGINAL FULL SIZE DRAWING=4"

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DATE

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PREPARED BY:

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SHEET

Sheets and Views
3673 PROV VA-LEGEND
3673 PROV VA-SHEET

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