10. CU102 Groundwater Force Main Plan & Profile B.pdf

RICHMOND AVE.

VA HOSPITAL DR.

MEMORIAL DR.

RED

FIE

LD

PK

WY.

PA

RK

R D.

VETERANSA

B

C

3" HDPE FORCE MAIN PIPE

4' [1.

2m

3 4

L=9.39' R=20.00'

L=17.60' R=20.00'

L=46.52' R=100.00'

L=39.00' R=100.00'

L=37.63' R=75.00'

L=26.18' R=150.00'

N6° 08' 33.86"W 38.84' N44° 16' 14.57"E

241.75'

N70° 55' 29.14"E 28.48'

S86° 43' 56.71"E 25.31'

N64° 31' 03.29"E 44.56'

N74° 31' 03.29"E 94.22'

24" Ø, 10' LONG, SCHEDULE 40 STEEL PIPE

CONTRACTOR SHALL INSTALL RHINO HIDEOUT

WATER PIPELINE MARKER AT ALL FOUR PIPE ENDS

OR APPROVED EQUIVALENT. CONTRACTOR SHALL

PROVIDE VA NORTHING AND EASTING AT THE EACH

END OF THE STEEL PIPES.

CONTRACTOR TEST

HOLE #2 LOCATION

(2)-2" PVC

CONDUITS

(2)-2" PVC

EHH

E

EHH

E

EHH

E

EHH

D

5'Ø FLAT TOP

STORM MH W/ AIR

RELEASE VALVE A3

RIM:908.39

INV. IN:903.85(SW)

INV. OUT:903.85

ST

ST

ST

4" CI GAS LINE~

30" TREE

30" TREE

24"

TREE

30"

TREE

16"

TREE

BITUMINOUS PAVING

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

STS

12" RCP

LP

LP

BOLLARD

(TYP)

24"

TREE

VA HOSPITAL DR.

CONC. ROAD BASE

APPROXIMATE

LOCATION

3" HDPE FORCE MAIN PIPE

4' [1.

2m

3 4

L=9.39' R=20.00'

L=17.60' R=20.00'

L=46.52' R=100.00'

L=39.00' R=100.00'

L=37.63' R=75.00'

L=26.18' R=150.00'

N6° 08' 33.86"W 38.84' N44° 16' 14.57"E

241.75'

N70° 55' 29.14"E 28.48'

S86° 43' 56.71"E 25.31'

N64° 31' 03.29"E 44.56'

N74° 31' 03.29"E 94.22'

24" Ø, 10' LONG, SCHEDULE 40 STEEL PIPE

CONTRACTOR SHALL INSTALL RHINO HIDEOUT

WATER PIPELINE MARKER AT ALL FOUR PIPE ENDS

OR APPROVED EQUIVALENT. CONTRACTOR SHALL

PROVIDE VA NORTHING AND EASTING AT THE EACH

END OF THE STEEL PIPES.

CONTRACTOR TEST

HOLE #2 LOCATION

(2)-2" PVC

CONDUITS

(2)-2" PVC

EHH

E

EHH

E

EHH

E

EHH

D

5'Ø FLAT TOP

STORM MH W/ AIR

RELEASE VALVE A3

RIM:908.39

INV. IN:903.85(SW)

INV. OUT:903.85

CS502

CS502

CS502

CS502

SE

E

SH

EE

T C U1

SE

E

SH

EE

T C U1

LmA OnB LmA

OnB

BE

GIN

P

IP

E

DROP

FO

R

FU

TU

RE

W

AT

ER

M

AI

N

ST

A.

6+

.00

EN

D

PI

PE

D

RO

P

FO

R

FU

TU

RE

W

AT

ER

M

AI

N

ST

A.

+5

0.

HORIZONTAL SCALE: 1'=20"

VERTICAL SCALE: 1'=2"

STATION 2+50 TO 8+50 PROFILE

1.

2.

4.

5.

7.

8.

6.

5.

5.

5.

6.

1.

2.

+5

0 4

4.

5.

+5

0 5

7.

8.

+5

0 6

6.

5.

+5

0 7

5.

5.

+5

0 8

6.

3" HDPE FORCE MAIN PIPE

(VARIABLE DEPTH - MINIMUM 4.5' COVER)

EXISTING

GRADE

4.

5'

[1 .4 m

3" HDPE FORCE MAIN PIPE

(VARIABLE DEPTH - MINIMUM 4.5' COVER)

ELECTRIC

(UNKNOWN PIPE - 4.5' FROM SURFACE)EXISTING

GRADE

1.

5'

MI

N.

24" Ø SCHEDULE 40 STEEL PIPE

CONTRACTOR SHALL INSTALL RHINO

HIDEOUT WATER PIPELINE MARKER AT ALL

FOUR PIPE ENDS OR APPROVED

EQUIVALENT. CONTRACTOR SHALL PROVIDE

VA NORTHING AND EASTING AT THE EACH

END OF THE STEEL PIPES.

1.

5'

M

IN

4.

5' M

IN

5' Ø

F

LA

T

TO

P S

TO

R

M M

H W

AI

R R

EL

EA

SE

V

AL

VE

A

R

IM

: 9

.3

ST

A.

+5

9.

IN

V.

IN

: 9

.8

5(

SW

IN

V.

O

U T:

.8

HORIZONTAL SCALE: 1'=20"

VERTICAL SCALE: 1'=2"

STATION 2+50 TO 8+50 PROFILE

1.

2.

4.

5.

7.

8.

6.

5.

5.

5.

6.

1.

2.

+5

0 4

4.

5.

+5

0 5

7.

8.

+5

0 6

6.

5.

+5

0 7

5.

5.

+5

0 8

6.

3" HDPE FORCE MAIN PIPE

(VARIABLE DEPTH - MINIMUM 4.5' COVER)

EXISTING

GRADE

4.

5'

[1 .4 m

3" HDPE FORCE MAIN PIPE

(VARIABLE DEPTH - MINIMUM 4.5' COVER)

ELECTRIC

(UNKNOWN PIPE - 4.5' FROM SURFACE)EXISTING

GRADE

1.

5'

MI

N.

24" Ø SCHEDULE 40 STEEL PIPE

CONTRACTOR SHALL INSTALL RHINO

HIDEOUT WATER PIPELINE MARKER AT ALL

FOUR PIPE ENDS OR APPROVED

EQUIVALENT. CONTRACTOR SHALL PROVIDE

VA NORTHING AND EASTING AT THE EACH

END OF THE STEEL PIPES.

1.

5'

M

IN

4.

5' M

IN

5' Ø

F

LA

T

TO

P S

TO

R

M M

H W

AI

R R

EL

EA

SE

V

AL

VE

A

R

IM

: 9

.3

ST

A.

+5

9.

IN

V.

IN

: 9

.8

5(

SW

IN

V.

O

U T:

.8

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

(2)-2" PVC

EHH

E

CHAINLINK FENCE

30"

TREE

24"

TREE

(2)-2" PVC

EHH

E

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

SCALE: 1"=20'

40'20'0'

PLAN VIEW

SCALE 1"=20'

UTILITIES SHOWN ARE APPROXIMATE

CONTRACTOR SHALL CONFIRM LOCATION

AND DEPTH IN FIELD

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

CU102

10 23

Groundwater Force Main Plan & Profile 'B'

Bid Documents For Construction

Improve Ground Water, Building 30

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.

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

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.

8. CONTRACTOR SHALL COORDINATE WITH VA COR TO INSPECT THE TRENCH

PRIOR TO BACKFILLING TO SHOW THAT THE FORCE MAIN AND TWO (2) 2”

EMPTY PVC CONDUITS DROP DOWN AND THEN RISE BACK UP AS PER THE

DIMENSIONS NOTED ON THIS PLAN. CONTRACTOR SHALL PROVIDED GPS

COORDINATES TO VA COR FOR THE LOCATIONS ON THE DROP AND RISE OF THE

PIPE AND CONDUITS. THIS WILL BE A FUTURE LOCATION FOR A DOMESTIC

WATER SUPPLY TO THE CAMPUS.

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

TU