GB_SEG_B3_C-503WCB_REV1.pdf

PDF 412 KB Posted

Attached to
Green Brook Segment B3 Federal contract opportunity
Solicitation number
W912DS-16-B-0007
Issued by
Department of the Army Corps of Engineers Engineering District New York

About this file

C-503

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Other files for this federal contract opportunity

Other files attached to Green Brook Segment B3, newest first.
File Type Posted
W912DS-16-B-0007_Bid_Abstract.pdf PDF
W912DS-16-B-00070009.PDF PDF
W912DS-16-B-00070008.pdf PDF
16-0258.pdf PDF
W912DS-16-B-00070007.pdf PDF
W912DS-16-B-00070006.pdf PDF
W912DS-16-B-00070005.pdf PDF
W912DS-16-B-00070004.pdf PDF
W912DS-16-B-0007-0003.pdf PDF
W912DS-16-B-0007-Amendment_0002.pdf PDF
GB_SEG_B3_SS709WCB_REV1.pdf PDF
W912DS-16-B-0007-Amendment_0001.pdf PDF
GB_SEG_B3_C-501WCB_REV1.pdf PDF
GB_SEG_B3_SB101WCB_REV1.pdf PDF
GB_SEG_B3_C-102WCB_REV1.pdf PDF
EM_1110-2-6056.pdf PDF
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GB_SEG_B3_C-101WCB_REV1.pdf PDF
4-STRUCT_A W_100__NPS_4-28-2016_-_modified_drwgs_only.pdf PDF
Specifications_-_B3_100__NPS_4-12-2016.pdf PDF
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Segment_B3_(NPS)_Drawings_-_4-15-2016.pdf PDF
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Text version

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IDENTIFICATION

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D S -1

-B -0

58+00

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WET WELL

GL-5 PUMP STATION

CONTROL BUILDING

GL-5 PUMP STATION

FUTURE

TOWER ANTENNAS TO AVOID SIGNAL INTERFERENCE.

EQUIPMENT TO HEIGHTS LESS THAN HEIGHT OF CELL

CONTRACTOR SHALL LIMIT CRANES AND SIMILAR6.

OTHER IS FOR A TENSION TEST. SEE SPECIFICATIONS.

ONE PILE IS FOR A COMPRESSION TEST AND THE5.

SEE SHEET C-205.

FOR PROFILE ALONG SEGMENTAL BLOCK WALL4.

C-507.

FOR FENCING DETAILS, SEE SHEETS C-505, C-506 AND3.

DETAIL ON SHEET C-506.

LOCK THE GATES IN AN OPEN POSITION. SEE

WHERE THE PLUNGER BAR/LOCKING ROD CAN

GATES SHALL BE INSTALLED AT A LOCATION

LOCKING SLEEVE FOR EACH LEAF OF SWINGING2.

SEE SHEET C-100.

FOR SEGMENTAL BLOCK WALL ALIGNMENT1.

NOTES:

E 2046463.16 N 635933.59

AT PUMP STATION

P.I. BACK OF WALL

E 2046455.06 N 635949.02

WET WELL

INT. CORNER

E 2046522.25 N 635926.70

FENCE

END 6' CHAIN LINK

E 2046489.76 N 635972.68

WET WELL

INT. CORNER

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FACE OF WALL

E 2046402.85 N 635920.11

FACE OF WALL

E 2046424.32 N 635907.11

RETAINING WALL

OF CONCRETE

AND CENTER ON TOP

6" FROM BEGINNING

BEGIN 6' CHAIN LINK FENCE

E 2046425.52 N 635905.51

CORNER OF FENCE

E 2046405.95 N 635935.58

RETAINING WALL

WITHIN 6" OF CONCRETE

END 6' DECORATIVE FENCE

T Y

P

16'

10-5

AT FACE OF WALL

* PIPE DISCHARGE

NOTE 1

SEGMENTAL BLOCK WALL

BACK OF WALL

PLACE 18" BEHIND

ALUMINUM FENCE

6' DECORATIVE

LINK FENCE

6' CHAIN

SWALE

C.L. FLOODWALL

SEE NOTE 3

LINK FENCE

6' CHAIN

LINK FENCE

6' CHAIN

R=167.50'

LINK FENCE

6' CHAIN

TOP OF SLOPE

TOE OF SLOPE

DITCH LINE/

R=65'

18" RCP

TOE OF LEVEE

3' SWALE

TOP OF LEVEE

(SEE NOTES)

SWING GATE

16' DOUBLE

6' CHAIN LINK

E 2046459.42 N 636023.29

(NOTE 5)

TEST PILE 1

E 2046441.69 N 636014.03

(NOTE 5)

TEST PILE 2

18" RCP

E 2046407.77 N 635938.54

FACE OF WALL

END CONC. RETAINING WALL

BEGIN SEGMENTAL BLOCK WALL

STA. 5+00

20'

SEE STRUCTURAL DRAWINGS

GUARDRAIL ON RETAINING WALL

E 2046410.58 N 635895.32

CORNER OF FENCE

TOP OF SLOPE

E 2046391.77 N 635824.36

CORNER OF DRIVEWAY

E 2046399.64 N 635810.36

CORNER OF DRIVEWAY

E 2046437.64 N 635855.63

TOP OF SLOPE

E 2046448.47 N 635839.74

TOP OF SLOPE

CORNER OF FENCE AT

E 2046469.05 N 635846.94

TOP OF SLOPE

E 2046515.05 N 635860.08

TOP OF SLOPE

E 2046547.87 N 635860.83

E 2046586.60 N 635834.19

CORNER OF FENCE

NOTE 6

CELL TOWER

DRIVEWAY

FUTURE

EDGE OF

SEWER

SANITARY

8" PVC

RCP

18"

RCP

18"

18" RCP

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GB_SEG B3_C-503WCB

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