9. CU101 Groundwater Force Main Plan & Profile A.pdf

SITE SYMBOL - IMPROVEMENTS

TREE LINE

PROPOSED PIPE

SITE SYMBOLS - EARTHWORK

GRASS RESTORATION AREA

SITE SYMBOL - UTILITIES

AVOID LIGHT POLE. DISCONNECT AND RESET AFTER PIPE INSTALLATION

IF NECESSARY.

REMOVE TREES/BRUSH AS NECESSARY TO INSTALL PROPOSED PIPE.

ANY TREE THAT ROOTS ARE IMPACTED BY THE CONSTRUCTION SHALL BE

REMOVED ENTIRELY INCLUDING THE STUMP. REFER TO NOTES ON GI002

AND THE TREE REMOVAL SCHEDULE ON CD101 THROUGH CD104 ITEMS 47

THROUGH 52.

REMOVE EXISTING DUPLEX SUBMERSIBLE PUMPS , AND RETURN TO VA.

REPLACE WITH NEW DUPLEX SUBMERSIBLE PUMPS ( 2 EXISTING PUMPS,

REPLACE WITH 2 NEW PUMPS).

RECONFIGURATION OF INTERNAL PLUMBING AND NEW BUILDING

PENETRATION THROUGH EXISTING BUILDING WALL. THE CONTRACTOR

SHALL INSTALL A PIPE TRANSITION FOR PVC/HDPE FITTING. THE FITTING

SHALL BE A POLY-CAM SERIES 730 TRANSITION FOR PVC/HDPE OR

APPROVED EQUAL.

DRAINAGE MANHOLE

REMOVE & REINSTALL FENCE AS NECESSARY TO INSTALL PROPOSED

IMPROVEMENTS. FENCE POSTS SHALL BE REINSTALLED TO AVOID

UNDERGROUND PIPING.

IT IS UNKNOWN IF THE SYSTEM IN ACTIVE. THE STORM CONVEYANCE PIPE

OUTFALL COULD NOT BE LOCATED. THE CONTRACTOR SHALL VERIFY THE

LOCATION AND ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION AND

ORDERING OF THE STRUCTURES.

D

FLARED END SECTION

MAJOR CONTOUR

MINOR CONTOUR

RIP-RAP

PROPOSED ELECTRIC LINE

RICHMOND AVE.

VA HOSPITAL DR.

MEMORIAL DR.

RED

FIE

LD

PK

WY.

PA

RK

R D.

VETERANSA

B

C

GRASS

RESTORATION

Y/4"

3" HDPE FORCE MAIN PIPE

L=11.46' R=20.00'

L=19.81' R=20.00'

L=18.75' R=20.00'

L=9.39' R=20.00'

N21° 41' 05.88"E 18.54'

N56° 39' 24.07"E 23.33'

N23° 49' 08.57"E 14.11'

N32° 56' 32.76"W 6.26'

N20° 46' 03.29"E 142.71'

EHH

CONTRACTOR TEST

HOLE #1 LOCATION

(2)-2" PVC CONDUITS

STATION=0+00.00

NORTHING=1,097,939.3909

EASTING=1,250,639.8130

4' [1.

2m

L=12.21' R=20.00'

E

ST

ST

ST

ST

ST

ST

ST

ST

STS

DMH WITH EMERGENCY PUMP

RIM: 904.49

BOT.: 886.54

D

30" TREE

24" TREE

3" TREE

3" TREE

VA HOSPITAL DRIVE

WATER MH

RIM: 903.74

T CONNECTION

4" PIPE INV.: 898.94

DIRECTION

SIGN

BLDG. 30

FFE: 904.04

SHED

LP

LP

LP

LP

LP

#14

DS

DS

DS

3" DRAIN

DS

PAVILION

ELEC.

PANEL

SPIGOT

FLAG POLE

DS

DS

DS

DS

DS

DS

DS

12"

TREE

2" TREE

DUMPSTER

ELEC.

POSTS

ADA PARKING

SIGN

GRATE

3" DRAIN

PERMANENT

PUMP STAION

GRATE

SIAMESE

CONN.

CO

BLDG 30

SIGN

WV

WV

FH

TEMP PIPE

CO

15"HDPE

INV. 896.50

PUMP

CONNEC.

GV

CO

3" DRAIN

STSSTS

STS

STS

ST

S

ST

S

ST

S

DS

DS

CO

ST

ST

STST

STS

STS

ST

S ~

4" PVC

4" P

VC

4" CI GAS LINE

3" DIP6" DIPUNKNOWN

UTILITY

UNKNOWN

UTILITY

EDGE OF PAVEMENT

36"

TREE

30"

TREE

36"

TREE

S

SAN MH

RIM: 901.69

INV. IN: 898.44 (SW)

INV. OUT: 898.36

4" PVC

S

SAN MH

RIM: 903.02

INV. IN: 898.02 (SW)

INV. IN: 897.77 (N)

INV. IN: 897.77 (N)

INV. OUT: 987.69

6" PVC ~

6" C

IP

D

SAN MH

RIM: 902.77

INV. IN: 896.82 (NE)

INV. IN: 898.34 (E)

INV. OUT: 896.84

STS

STS

STS 12" RCP

D

SAN MH

RIM: 904.67

INV. IN: 895.89 (N)

INV. IN: 895.89 (E)

INV. OUT: 895.82

STS 12" RCP

STS

STS

12" RCP

ST

S

6" CIP

2X2 BOX, M-TOP

TG: 902.39

STS

STS

STS

8" R

CP

12" RCP

16" DIAMETER

INSULATED

STEAM PIPE

4" DRAIN

RIM: 902.48

4" PVC

2X2 BOX, M-TOP

TG: 903.51

INV. IN: 901.58 (NW)

INV. OUT: 901.16 (SW)

4" P

VC

D

STORM MH

TG: 903.50

INV. IN: 900.16 (NE)

INV. OUT: 900.06 (NW)

STS

STS

STS

STS

STS

INV. 899.98

" H

DP

E

4" DRAIN

RIM: 903.27

4" P

VC

STS

STS

STS

STS 4" PVC

D

STORM MH

TG: 903.20

INV. IN: 898.94 (N)

INV. OUT: 898.85 (SW)

4" PVC

12" HDPE

STS

STS

DS

DS

BITUMINOUS PAVING

EDGE OF PAVEMENT

CONC S'WALK

CONCRETE PATIO

CONCRETE PATIO

CONCRETE PATIO

10" TREE

BITUMINOUS PAVING

CONC S'WALK

CO

NC

S 'W

AL

K

.7'

[4.

8m

GRASS

GRASS

GRASS

GRASS

EDGE OF PAVEMENT

4" CI GAS LINE

2" CI GAS LINE

GRASS

BRICK S'W

ALK

CONC S'WALK

CRAWL SPACE

FULL

BASEMENT

DOG RUN AREA TO BE

REMOVED & REPLACED

AFTER RESTORATION AS

PART OF THIS CONTRACT

BLDG. 8

BLDG. 7

BLDG. 5

CONC. ROAD BASE

APPROXIMATE

LOCATION

CONC. ROAD BASE

APPROXIMATE

LOCATION

GRASS

RESTORATION

Y/4"

3" HDPE FORCE MAIN PIPE

L=11.46' R=20.00'

L=19.81' R=20.00'

L=18.75' R=20.00'

L=9.39' R=20.00'

N21° 41' 05.88"E 18.54'

N56° 39' 24.07"E 23.33'

N23° 49' 08.57"E 14.11'

N32° 56' 32.76"W 6.26'

N20° 46' 03.29"E 142.71'

EHH

CONTRACTOR TEST

HOLE #1 LOCATION

(2)-2" PVC CONDUITS

STATION=0+00.00

NORTHING=1,097,939.3909

EASTING=1,250,639.8130

4' [1.

2m

L=12.21' R=20.00'

E

CS502

CS503

CS502

SE

E

SH

EE

T C U1

LmA OnB

PP101

HORIZONTAL SCALE: 1'=20"

VERTICAL SCALE: 1'=2"

STATION 0+00 TO 12+50 PROFILE

4.

1.

0.

0.

0.

3.

1.

+5

0 1

0.

0.

+5

0 2

0.

3" HDPE FORCE MAIN PIPE

(VARIABLE DEPTH - MINIMUM 4.5' COVER)

EXISTING

GRADE

COORDINATE WALL PENETRATION

WITH BUILDING PLUMBING PLANS

4.

5'

[1 .4 m

4" PVC STORM PIPE

(APPROX. LOCATION)

INSTALL PVC / HDPE COUPLING POLY-CAM

SERIES 735 OR APPROVED EQUAL

BU

IL

D

IN

G W

AL

L

HORIZONTAL SCALE: 1'=20"

VERTICAL SCALE: 1'=2"

STATION 0+00 TO 12+50 PROFILE

4.

1.

0.

0.

0.

3.

1.

+5

0 1

0.

0.

+5

0 2

0.

3" HDPE FORCE MAIN PIPE

(VARIABLE DEPTH - MINIMUM 4.5' COVER)

EXISTING

GRADE

COORDINATE WALL PENETRATION

WITH BUILDING PLUMBING PLANS

4.

5'

[1 .4 m

4" PVC STORM PIPE

(APPROX. LOCATION)

INSTALL PVC / HDPE COUPLING POLY-CAM

SERIES 735 OR APPROVED EQUAL

BU

IL

D

IN

G W

AL

L

8/1/2022

Batavia VA Medical Center Batavia, NY

528A4-18-203

CHRIS GEARY PE# 099085

Schadler/Waldron Geary

811 OR 1-800-962-7962

Project Number

Building Number

Sheet Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. of

SITE SYMBOLS - GENERAL

BENCHMARK:

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

BRICK WALKWAY

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES (PROP.)

SLANTED TEXT INDICATES EXISTING FEATURES (EX.)

STORM SEWER LINE

UTILITY, UTILITY POLE (UP)

UTILITY, WATER MANHOLEW

UTILITY, ELECTRICAL MANHOLEE

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

TREE

DRAINAGE CATCH BASIN

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

ELECTRIC LINE

Ø DIAMETER

APPROX APPROXIMATELY

BLDG BUILDING

CIP CAST IRON PIPE

CO CLEANOUT

CONC CONCRETE

CS CURB STOP

DIP DUCTILE IRON PIPE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EMH ELECTRIC MANHOLE

EHH ELECTRIC HANDHOLE

EOP EDGE OF PAVEMENT

FES FLARED END SECTION

GOVT GOVERNMENT

GV GAS VALVE

HDPE HIGH DENSITY POLY ETHYLENE

INSP INSPECTION

INV STORMWATER PIPE END

IP IRON PIN

LF LINEAR FEET

MH MANHOLE

N/F NOW OR FORMERLY

NRCS NATIONAL RESOURCE CONSERVATION SERVICE

PLCC PLAIN CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

RCP REINFORCED-CONCRETE PIPE

S'WALK SIDEWALK

SF SQUARE FEET

SAN CO SANITARY CLEANOUT

STMH STEAM MANHOLE

TELE TELEPHONE

TEMP TEMPORARY

TMH TELEPHONE MANHOLE

TH TEST HOLE

TYP TYPICAL

WMH WATER MANHOLE

Y/4" 4" WIDE YELLOW PAINT LINE

DRAINAGE MANHOLE (DMH)D

GAS VALVE

HYDRANT, FIRE (FH)

UTILITY, SANITARY MANHOLE - (SAN MH)S

WATER VALVE (WV)

COMMUNICATION LINE

FIBER OPTIC LINE

GAS LINE

SANITARY SEWER LINE

STS

STEAM LINE

TELEPHONE LINE

UNKNOWN LINE

CENTERLINE

CHAINLINK FENCE

X X METAL FENCE

NRCS SOIL LINE

VEGETATION

LAMP POST

LIGHT POST (LP)

BOLLARD

CONCRETE

APPROXIMATE PROPERTY LINE

E UTILITY, ELECTRICAL HANDHOLE

COMM

GAS

SAN

ST

SCALE: 1"=20'

40'20'0'

PLAN VIEW

SCALE 1"=20'

UTILITIES SHOWN ARE APPROXIMATE

CONTRACTOR SHALL CONFIRM LOCATION

AND DEPTH IN FIELD

NOTES:

1. THE 3" FORCE MAIN SHALL HAVE A MINIMUM COVER OF 4.5 FEET

(54 INCHES).

2. ALL CONNECTIONS / FITTINGS FOR THE 3" SHALL HAVE, AT A

MINIMUM, THE SAME PRESSURE RATING AS THE PIPE.

3. WHEREVER PIPE MUST BE DEFLECTED FROM A STRAIGHT LINE

(IN EITHER THE VERTICAL OR HORIZONTAL PLANE) IN ORDER TO

AVOID OBSTRUCTIONS, OR WHEREVER LONG RADIUS CURVES

ARE PERMITTED, THE AMOUNT OF DEFLECTION SHALL NOT

EXCEED THE PIPE MANUFACTURER’S RECOMMENDATIONS, AND

SHALL BE APPROVED BY THE COR. BEND FITTINGS SHALL ONLY

BE USED WHEN THE PIPE DEFLECTIONS ARE INADEQUATE,

ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, OR AS

DIRECTED BY COR.

4. THE CONTRACTOR SHALL INSTALL THE PIPE ACCORDING TO

ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND

INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND

OTHER GRAVITY FLOW APPLICATIONS” AND ASTM D2774

“STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF

THERMOPLASTIC PRESSURE PIPING” UNLESS DIRECTED

OTHERWISE BY THE COR.

(SEE SHEET CS503 DETAIL #13 FOR PUMP INFORMATION.)

5. THE CONTRACTOR SHALL PRESSURE TEST THE PIPE IN

ACCORDANCE WITH ASTM F2164 AND PROVIDE RESULTS TO THE

COR. THE VA COR SHALL INSPECT PRESSURE TEST AND

CONTRACTOR SHALL NOT PROCEED UNTIL ACCEPTED BY THE

VA COR.

(SEE SHEET NUMBER PP101 - DETAIL # 4 FOR PIPE PENETRATION

THROUGH EXISTING BUILDING WALL. )

6. THE CONTRACTOR SHALL CONTACT THE COR TWO WEEKS

PRIOR TO CLOSING OF ANY TRENCH. THE COR AND ENGINEER

OF RECORD SHALL INSPECT THE TRENCH PRIOR TO CLOSING.

7. AREA WHERE TREES REMOVED SHALL BE PROMPTLY

STABILIZED TO PREVENT SOIL EROSION AND METHODS OF

STABILIZATION SHALL BE SUBMITTED AS PER THE SOIL AND

EROSION CONTROL PLAN SUBMITTALS.

KEY MAP

1"=800'

REVISED PER CONFERENCE CALL ON MARCH 9, 2021

REVISED PER 60% DESIGN REVIEW LETTERS

REVISED PER 90% DESIGN REVIEW LETTERS

REVISED PER FONT ISSUE/LINE ISSUE

5/11/2021 9/10/2021 2/4/2022 7/26/2022

CU101

9 23

Groundwater Force Main Plan & Profile 'A'

Bid Documents For Construction

Improve Ground Water, Building 30

CONTRACTOR TEST HOLE RESULTS

TEST HOLE

NUMBER STATION

DEPTH TO

UTILITY

(FEET)

UTILITY

PIPE

SIZE

(INCHES)

REMARKS

1 0+14

2 5+15 3 12+47

4 TBD

5 TBD

6 TBD

CONTRACTOR SHALL WORK WITH VA COR TO SELECT TEST HOLE LOCATIONS 4 THROUGH 6 AND VA COR SHALL WITNESS TEST HOLE DIG. CONTRACTOR SHALL PROVIDE SUBMITTAL WITH TEST HOLE RESULTS TO VA COR FOR REVIEW AND APPROVAL AS

PER THIS CHART.

DRILL PENETRATION HOLES

FOR 2" CONDUITS & SEAL WITH

WATERPROOF GASKET

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

TU