C-WVA_B120_Amdt 7_C-103 Utilities Plan_ UNSTAMPED.pdf

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Attached to
Repair Building 120 at Watervliet Arsenal (WVA), New York
Solicitation number
W912DS24R0020
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a Civil-Utilities Plan for the Recapitalization of Building 120 at Watervliet Arsenal in New York. The plan provides detailed design drawings and utility information, including the locations of sanitary, steam, and electrical lines, as well as drainage structures and other site features.

The related federal contract opportunity is a solicitation from the U.S. Army Corps of Engineers, New York District, to repair and renovate Building 120, a 102,000 square foot commercial and industrial building at Watervliet Arsenal. The project will consolidate maintenance shops and create a new modern lab facility and office space. This is a single-step "Best Value Trade Off" solicitation with a Project Labor Agreement, valued between $25M-$100M.

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CLOSE ROAD AND TEMPORARY PEDESTRIAN

DETOUR DURING UTILITY CONSTRUCTION.

11 12 13 14 15 1610987654321

G

F

E

D

C

B

A x x

STEAM

S

TE

A

M S

TE

A

M

STEAM

STEAM

STEAM

STEAM

STEAM

S

TE

A M

S

TE

A M

ST

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

ST

ST

ST

ST

S

T S

T S

T S

T S

T S

T S

T S

T

ST ST

ST STST STST ST ST ST ST ST ST STST ST ST ST ST ST ST STST ST ST ST STST ST ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

S T

S T

S T S T S T

SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN

UGE

UGE

UGE

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

E U

G E

U G

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G E

U G

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G E

U G

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G E

U G

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G E

U G

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UGE

UGE

UGE

UGE

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U G

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G E

U G

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G E

U G

E U

G E

U G

T U

G T

U G

T

UGT

UGT

UGT

UGT

U G

T

U G

T U

G T

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

U G

E

UGE UGE UGE UGE

UGE

UGE

UGE

U G

E U

G E

U G

E U

G E

U G

E

UGE

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U G

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G E

U G

E U

G E

U G

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G E

UGE

UGE

U G

E U

G E

U G

E U

G E

U G

E

UGE

W W W W W W

W W WWW WW W WW W WW WW W

WWWW W

W W

W W

W W

W

WW

W W

U G

G U

G G

U G

G U

G G

W W W W W W W W W W W W W W W W WW W W

W

W

W W

W W

DRAINAGE STRUCTURE

RIM ELEV.=67.27

1) 6" PVC INV.=64.87

2) 6" STEEL INV.=63.77

SUMP=61.87

NOTE: ROOF DRAIN

wv

D

DRAINAGE STRUCTURE

RIM ELEV.=69.92

1) 4" STEEL INV.=66.92

2) 8" VCP INV.=66.52

3) 6" PVC INV.=67.52

NOTE: PIPE 3 IS

ROOF DRAIN

OSW

S

SANITARY MANHOLE

RIM ELEV.=69.19

1) 12" STEEL TOP DEBRIS= 61.79

2) 12" STEEL TOP DEBRIS=61.79

OIL WASTE MANHOLE

RIM ELEV.=69.21

OIL WASTE MANHOLE

RIM ELEV.=69.23

OSW

D

DRAINAGE STRUCTURE

RIM ELEV.=67.36

1) 8" VCP INV.=64.26

SUMP=63.36

NOTE: ROOF DRAIN

MW

MW

wv

S

SANITARY MANHOLE

RIM ELEV.=65.89

1) 8" VCP INV.=61.79

2) 6" STEEL INV.=62.09

3) 8" VCP INV.=62.19

DRAINAGE STRUCTURE

RIM ELEV.=65.66

1) 12" STEEL INV.=61.86

2) 6" STEEL INV.=62.06

3) 8" STEEL INV.=62.46

4) 8" VCP INV.=63.76

SUMP=60.36

gv wv

ACID WASTE MANHOLE

RIM ELEV.=67.00

ACID WASTE MANHOLE

RIM ELEV.=66.82

DRAINAGE STRUCTURE

RIM ELEV.=65.58

1) 12" STEEL INV.=60.88

2) 6" STEEL INV.=61.18

3) 12" STEEL INV.=61.18

SUMP=59.08

DRAINAGE STRUCTURE

RIM ELEV.=65.26

1) 12" STEEL INV.=59.76

2) 6" STEEL INV.=60.06

3) 12" STEEL INV.=59.76

4) 8" VCP INV.=62.76

SUMP=58.56

T

COMMUNICATIONS MANHOLE

RIM ELEV.=65.63

SUMP=63.0

wv wv wv

S

SANITARY MANHOLE

RIM ELEV.=65.83

1) 12" CIP INV.=59.43

2) 12" CIP INV.=60.13

3) 6" VCP INV.=61.23

4) 4" PVC INV.=61.73

DRAINAGE STRUCTURE

RIM ELEV.=65.22

1) 18" STEEL INV.=58.72

2) 6" STEEL INV.=61.62

3) 12" STEEL INV.=59.02

4) 6" STEEL INV.=60.02

SUMP=57.12

DRAINAGE STRUCTURE

RIM ELEV.=65.61

1) 6" PVC INV.=62.21

2) 18" CIP INV.=57.21

3) 18" VCP INV.=57.61

SUMP=56.31

S

SANITARY MANHOLE

RIM ELEV.=65.97

1) 12" VCP INV.=57.27

2) 12" VCP INV.=57.17

3) 12" PVC INV.=57.57

S

SANITARY MANHOLE

RIM ELEV.=66.44

1) 6" PVC INV.=61.54

2) 12" VCP INV.=57.74

3) 12" VCP INV.=57.84

4) 6" VCP INV.=61.64

T

TELECOM MANHOLE

RIM ELEV.=66.99

E

DRAINAGE STRUCTURE

RIM ELEV.=68.16

1) 6" PVC INV.=66.16

SUMP=65.36

NOTE: 0.8' OF STANDING

WATER

DRAINAGE STRUCTURE

RIM ELEV.=67.64

1) 6" VCP INV.=64.94

2) 6" VCP INV.=65.04

SUMP=63.74

NOTE: 1.0' OF WATER

IN STRUCTURE

BENCHMARK

USGS BRASS DISK

ELEV.=70.64

BOL BOL

wv

CO

wv wv

CO

BOLBOL

BENCHMARK

X-CUT ON NORTH

BONNET NUT

ELEV.=73.50

1/2

3/45

3 1

3 4

3 4

WEEP HOLE WEEP HOLE

2'± DEEP

2'± DEEP

2'± DEEP

3'± DEEP

5'± DEEP

3'± DEEP

6'± DEEP

2'± DEEP

1'± DEEP

1'± DEEP

W W

3'± DEEP

2'± DEEP 2'± DEEP

3'± DEEPFIRE HOSE CONNECTION

x x x x x x x xx

CONCRETE RAMP

BUILDING 119

BUILDING 120

BUILDING 115

S

KY

B R

ID

G E

MONROE ST

WHITTEMORE RD

UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE

2'± DEEP

2'± DEEP

6'± DEEP

3'± DEEP

H A

G N

E R

R D

CONCRETE FOUNDATION

CONCRETE RETAINING WALL

CONCRETE LOADING RAMP OVERHEAD DOOR

FLOOR ELEV.=72.36

MAN DOOR

FLOOR ELEV.=72.40

OVERHEAD DOOR

FLOOR ELEV.=72.40

5" ROOF DRAIN

OVERHEAD DOOR

LOADING DOCK

FLOOR ELEV.=72.29

OVERHEAD DOOR

LOADING DOCK

FLOOR ELEV.=72.46

CONCRETE PARKING

5" ROOF

DRAIN

MAN DOOR

FLOOR ELEV.=72.39

MAN DOOR

FLOOR ELEV.=72.43

OVERHEAD DOOR

LOADING DOCK

FLOOR ELEV.=72.44 OVERHEAD DOOR

LOADING DOCK

FLOOR ELEV.=72.46

CONCRETE LOADING DOCK PIPE RACK

CONCRETE RACEWAY

GATE

SUBSTATION

2A1 (MV)

FIRE HOSE CONNECTION

SUBSTATION

2A1 (LV)

4" C.I.P.

INTO BUILDING

CONCRETE WALL

VENT

VENT

D U S T

C O

LL

EC

TO

R

MAN DOOR

FLOOR ELEV.=72.29

CONDUIT RISER

FINISHED

FLOOR ELEV.=66.00

TOP CONCRETE

ELEV.=72.3

GRAVEL

CONCRETE

CURBING

CATCH BASIN

RIM ELEV.=67.12

6" PVC INV.=64.22

SUMP=63.92

BLDG OVERHANG

FLOOR ELEV.

=72.46

OVERHEAD DOOR

FLOOR ELEV.=72.43

T2T2

CB

ROOF DRAIN

STOP SIGN

VENT

BLDG OVERHANG

ROOF DRAIN

ROOF DRAIN

CONCRETE LOADING DOCK

5" ROOF DRAIN

MAN DOOR

FLOOR ELEV.=72.42

ROOF DRAIN

STEAM MANHOLE

RIM=70.70

1) TOP PIPE=62.6

2) TOP PIPE=63.3

3) TOP PIPE=62.6

4) TOP PIPE=63.3

5) TOP PIPE=68.5

3'± DEEP

3'± DEEP

2'± DEEP

1'± DEEP

1'± DEEP2'± DEEP

2'± DEEP

6'± DEEP

5'± DEEP

6"± DEEP

5'± DEEP

5'± DEEP

5'± DEEP

4'± DEEP

4'± DEEP

3'±

DEEP

4'± DEEP

4'± DEEP

4'± DEEP

4'± DEEP

3'± DEEP

2'± DEEP

2'± DEEP 2'± DEEP

2'± DEEP

2'± DEEP

3'± DEEP

3'± DEEP5'± DEEP

x

GAS VALVE

2'± DEEP

2'± DEEP

2'± DEEP

2'± DEEP

6'± DEEP

3'± DEEP

4'±

DEEP

5'± DEEP

5'±

DEEP

D

EE

P

D

EE

P

D

EE

P

D

EE

P

3'± DEEP

D

EE

P

6'± DEEP

CONCRETE WALL

FIRE HOSE CONNECTION

4" PVC

UNKNOWN MANHOLE

RIM ELEV.=65.96

1) 6" STEEL INV.=63.16

2) 6" STEEL INV.=61.36

3) 6" STEEL INV.=61.36

4) 6" STEEL INV.=60.26

5) 6" STEEL INV.=61.16

SUMP=60.36

UGE

UGE

UGE

UGE

UGE

UGE

UGE

CONCRETE RACEWAY

CONCRETE RACEWAY

CONCRETE LOADING DOCK

FIRE

PUMP

ROOM

PACKAGING AND

SHIPPING AREA

FIBER SHOP

PW SHOP

BOX SHOP

OVERHEAD DOOR

LOADING DOCK

FLOOR ELEV.=72.36

MAN DOOR

W

W

CONCRETE PARKINGCONCRETE PARKING

BLDG OVERHANGBLDG

OVERHANG

2'± DEEP

2'± DEEP

W

W W W

MONITORING

WELL

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

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SAN

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29.0'

15.5' x x x x x x x x xxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x

4.33'

45.35' x x x x x x x x xxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x

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US Army Corps of Engineers

1 inch = 10 feet (36"x48")

HORIZONTAL SCALE

0 FT10 FT 5 FT 20 FT 40 FT10 FT

0 M3.5 M 1.52 M 6.1 M 12.2 M3.05 M

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US Army Corps of Engineers ®

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C-103 - C-103
Sheet 1

File details come from the government source that posted it. Updated .