A.01.13_Plans.pdf

PDF 10 MB Posted Aug 2, 2018

Attached to: Beech Fork Lake Waterline Federal contract opportunity
Solicitation number: W91237-18-B-0004
Issued by: Department of the Army Corps of Engineers Engineering District Huntington

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Plans

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Other files attached to Beech Fork Lake Waterline, newest first.
File	Type	Posted
B.01.02_Abstract_of_Bids_-_SIGNED.pdf	PDF	Sep 6, 2018
Beech_Fork_Waterline_QA__2.docx	DOCX document	Aug 31, 2018
Beech_Fork_Waterline_Site_QA_-_Answers_to_Questions_(002).docx	DOCX document	Aug 28, 2018
A.07.23_W9123718B00040001.pdf	PDF	Aug 24, 2018
H.01.04_Specifications_REV_01.pdf	PDF	Aug 24, 2018
A.01.13_Specifications.pdf	PDF	Aug 2, 2018
A.07.23_W9123718B0004.pdf	PDF	Aug 2, 2018

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SDR

112"

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A C

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MISCELLANEOUS WATERLINE DETAILS.

2. SEE SHEETS CU501, CU502 AND CU503 FOR

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UTILITIES PRIOR TO THE INSTALLATION OF THE NEW

FIELD VERIFY THE LOCATION OF ALL EXISTING

SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL

1. THE LOCATION OF ALL EXISTING UTILITIES AS

BUIL

DIN

EXIS

TIN

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TENANCE

EMERGENCY SPILLWAY

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STA 40+00 - 2" MAIN LINE NORTH

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PAVED DITCH

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PAVED DITCH

PIPE BELOW CONCRETE

DIRECTIONAL DRILL 3" PE

MINIMAL COVER AT DITCH

OF PIPE TO ENSURE

PROVIDE ADEQUATE DEPTH

PIPE BELOW SIDEWALK

DIRECTIONAL DRILL 1" PE

50+00

51+

0+00

1+00

0 W

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SHEET

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®of Engineers

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Huntington District

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40'

SCALE: 1''=20'

0 20'10'

UTILITY PLAN

M A

MATCH SHEET CU710

NO. 2

SHELTER

B A

N T

R A

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NOTES

(TOP OF DAM) ACCESS ROAD

O L

Y E

T H

Y L

3" POLYETHYLENE SDR 11

SDR

2" P

OLYETHYLENE

O L

Y E T

H Y

L E

N E

D R

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MISCELLANEOUS DETAILS.

2. SEE SHEETS CU501, CU502 AND CU503 FOR

WATERLINE.

UTILITIES PRIOR TO THE INSTALLATION OF THE NEW

FIELD VERIFY THE LOCATION OF ALL EXISTING

SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL

1. THE LOCATION OF ALL EXISTING UTILITIES AS

PARKING LOT

EXISTING

COMMUNICATION

UNDERGROUND

EXISTING

WATER LINE

EXISTING

ELECTRIC

UNDERGROUND

EXISTING

ELECTRIC

UNDERGROUND

EXISTING

ELECTRIC

UNDERGROUND

EXISTING

WATER LINE

EXISTING

GATE VALVE

ELECTRIC

UNDERGROUND

EXISTING

DITCH

CONCRETE

EXISTING

EXISTING VALVE

NECESSARY

WITH FITTINGS AS

BUILDING SERVICE LINE

TIE INTO EXISTING

(INSIDE FENCE)

YARD HYDRANT

2" PE SDR 11

STATION

LIFT

EXISTING

VAULT

SANITARY

EXISTING

ASSEMBLY AT HIGH POINT

MANUAL AIR RELEASE

NEW WATERLINE

NEEDED TO INSTALL

EXISTING FENCE AS

REMOVE AND REPLACE

GATE VALVE

1" PE SDR 11 AND

WALKWAY

2" PE PIPE BELOW

DIRECTIONAL DRILL

SEWER

SANITARY

EXISTING SEWER

SANITARY

EXISTING

BETWEEN PIPELINES

VERTICAL SEPARATION

PROVIDE 18" MINIMUM OF

EXISTING SEWER AND

ROUTE WATER MAIN UNDER

42+00

43+69

A T

N N

E N

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D W

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

B K

U N

W -1

-B -0

13 18 p w /C

O E -L

R H

P W

H U

A D D ra w in g s /C o n tr a c t

D ra w in g s /S

H E

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O E -L

R H

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CU709

C U

U .d g n

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40'

SCALE: 1''=20'

0 20'10'

UTILITY PLAN

MATCH SHEET CU708

NOTES

BEECH FORK DAM ROAD

B A

N T

R A

C T

CENTER

VISITOR

EXISTING

O L

Y E T

H Y

L E

N E

D R

C C

A D

MISCELLANEOUS WATERLINE DETAILS.

2. SEE SHEETS CU501, CU502 AND CU503 FOR

WATERLINE.

UTILITIES PRIOR TO THE INSTALLATION OF THE NEW

FIELD VERIFY THE LOCATION OF ALL EXISTING

SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL

1. THE LOCATION OF ALL EXISTING UTILITIES AS

TANK

FUEL

EXISTING

BETWEEN LINES AT CROSSING

PROVIDE 18" VERTICAL SEPARATION

AT CROSSING

SEPARATION BETWEEN LINES

PROVIDE 18" VERTICAL

METER

WATER

ON SHEET GI004

SEQUENCE NOTE NO. 3

SEE CONSTRUCTION

SHELTER NO. 2

WATERLINE TO

SEWER

SANITARY

EXISTING

SEWER

SANITARY

EXISTING

ELECTRIC

UNDERGROUND

EXISTING

SEWER

SANITARY

EXISTING

WATER LINE

EXISTING

PIPE SDR 11

1" POLYETHYLENE

ELECTRIC

UNDERGROUND

EXISTING

ELECTRIC

UNDERGROUND

EXISTING

LINE

COMMUNICATION

UNDERGROUND

EXISTING

EXISTING 18" CULVERT

CULVERT

EXISTING 18"

EXISTING 12" CULVERT

DOCK BRIDGE

AND STRAP TO SIDE OF

MARINA SERVICE LINE

CONNECT TO EXISTING

SEWER

SANITARY

EXISTING

ACCESS ROAD

PIPE BELOW ASPHALT

DIRECTIONAL DRILL 2" PE

(TYPICAL)

LINES AT CROSSING

SEPARATION BETWEEN

PROVIDE 18" VERTICAL

AT CROSSING

BETWEEN LINES

SEPARATION

VERTICAL

PROVIDE 18"

BELOW ASPHALT PARKING AREA

DIRECTIONAL DRILL 2" PE PIPE

VALVE

GATE

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

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C A

L E

P L

O T D

A T

D A

T E

M A

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D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

B K

U N

W -1

-B -0

14 18 p w /C

O E -L

R H

P W

H U

A D D ra w in g s /C o n tr a c t

D ra w in g s /S

H E

E T F

E P

L A

H E

C X

M E

/2 p w /C

O E -L

R H

P W

H U

A D D ra w in g s /C o n tr a c t

D ra w in g s /S

T D

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N E d e fa u lt i s i n u s e

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CU710

U T

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MATCH SHEET CU709

B A

N T

R A

C T

2" POLYETHYLENE PIPE SDR 11

2" P

OLYETHYLENE

SDR

BOAT

RAMP

ACCESS

ROAD

BOAT RAMP

MARINA ACCESS ROAD

MARINA

PARKING AREA

M A

E X

U L

V E

R T

E X

U L

V E

R T

FROM THE COR.

SERVICE TO MARINA WITHOUT PRIOR APPROVAL

3. THE CONTRACTOR SHALL NOT INTERRUPT WATER

WATERLINE DETAILS.

2. SEE SHEETS CU501 AND CU502 FOR MISCELLANOUS

WATERLINE.

UTILITIES PRIOR TO THE INSTALLATION OF THE NEW

FIELD VERIFY THE LOCATION OF ALL EXISTING

SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL

1. THE LOCATION OF ALL EXISTING UTILITIES AS

NOTES

UTILITY PLAN

40'

SCALE: 1''=20'

0 20'10'

FUEL

SANITARY SEWER

EXISTING

COMMUNICATION

OVERHEAD

EXISTING

ELECTRIC

UNDERGROUND

EXISTING

2x2x1 TEE

POWER LINE

UNDERGROUND

EXISTING

COMMUNICATION LINE

UNDERGROUND

EXISTING

SEWER

SANITARY

EXISTING

TANK

FUEL

EXISTING

WATERLINE

EXISTING

VALVE

GATE

SDR 11

1" POLYETHYLENE

BELOW ASPHALT PARKING AREA

DIRECTIONAL DRILL 2" PE PIPE

1" GATE VALVE

AND A 1" REDUCER

EAST CONSTRUCT 2" - 90° EL

STA 100+00 - 1" WATER MAIN

STA 59+43 - 2" WATER MAIN =

COMMUNICATION

POWER AND

EXISTING UNDERGROUND

PLANTER

UNDER

DRILL

DIRECTIONAL

BETWEEN PIPELINES

VERTICAL SEPARATION

PROVIDE 18" MINIMUM OF

BETWEEN PIPELINES

SEPARATION

OF VERTICAL

PROVIDE 18" MINIMUM

ASSEMBLY

FOUNTAIN

NEW DRINKING

FOUNTAIN WITH

REPLACE EXISTING

REPLACEMENT

DRIVEWAY

12 LF GRAVELGATE VALVE

TO COMFORT STATION

2x2x2" TEE AND 2" PE SDR 11

STA 59+20 - CONSTRUCT

REPLACEMENT

40 LF ASPHALT

CONSTRUCTION.

OPEN CUT

REPLACEMENT

50 SF SIDEWALK

TIE-IN TO EXISTING.

REPLACE VALVE &

59+00

59+43

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

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U M

B E

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B M

T E

D B

P L

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C A

L E

P L

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A T

D A

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M A

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D E

S C

C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

B K

U N

W -1

-B -0

40'

SCALE: 1''=20'

0 20'10'

UTILITY PLAN

EXISTING W

ATERLINE

EXISTING WATERLINE

NOTES

MARINA / BOAT DOCKS

PARKING

EXISTING GRAVEL

PLAYGROUND

EXISTING

FUEL

1" POLYETHYLENE SDR 11

2" POLYETHYLENE SDR 11

O L

Y E

T H

Y L E

N E

D R

STATION

COMFORT

UPSTREAM

NO.

1SHELTER

EXIS

TIN

M A

E X

L V

E R

PARKING AREA

SHEET.

IN PAVEMENTS AND SIDEWALKS SHOWN ON THIS

REQUIREMENTS FOR THE OPEN CUT WORK AREAS

SIDEWALK RESTORATION DETAILS AND

SEE SHEETS CU501 AND CU502 FOR PAVEMENT AND 4.

FROM THE COR.

SERVICE TO MARINA WITHOUT PRIOR APPROVAL

3. THE CONTRACTOR SHALL NOT INTERRUPT WATER

MISCELLANEOUS WATERLINE DETAILS.

2. SEE SHEETS CU501, CU502 AND CU503 FOR

WATERLINE.

UTILITIES PRIOR TO THE INSTALLATION OF THE NEW

FIELD VERIFY THE LOCATION OF ALL EXISTING

SHOWN IS APPROXIMATE. THE CONTRACTOR SHALL

1. THE LOCATION OF ALL EXISTING UTILITIES AS

CU711

15 18

A K

W /M

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Pages from PSO_RTA_CELRH-BBF000-PTBWLR - Pages 1-7

Pages from PSO_RTA_CELRH-BBF000-PTBWLR - Pages 8-13

Pages from PSO_RTA_CELRH-BBF000-PTBWLR - Pages 14-18

File details come from the government source that posted it.