Q3 - BUTTERMILK 2022 PLAN SHEET 3 of 4-AM0001.pdf

PDF 1 MB Posted Apr 20, 2022

Attached to: Maintenance Dredging of Buttermilk Channel, New York, Federal Navigation Project
Solicitation number: W912DS22B0007
Issued by: Department of the Army Corps of Engineers Engineering District New York

About this file

Written by GovTribe AI · Dec 28, 2023

This document package contains plans and specifications for maintenance dredging of Buttermilk Channel, a federal navigation project in New York. The U.S. Army Corps of Engineers, New York District will award a firm fixed-price contract to dredge Buttermilk Channel to a required depth of 35 feet or 40 feet depending on location, with an allowable overdepth of 2 feet. Dredging must be completed between March 2022 and February 2023 to specific coordinates identified on the plans. Offerors should monitor the identified solicitation for further details on response requirements and award timing.

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Other files

File	Type	Posted
22B0007 Bid Abstract.pdf	PDF	May 2, 2022
W912DS22B0007 Amendment 00002.pdf	PDF	Apr 29, 2022
Q2 - BEC As-Built Plan and Profile Drawings .pdf	PDF	Apr 20, 2022
Q1 - Buttermilk Channel 2-9902-51-9 Permit Pkg.pdf	PDF	Apr 20, 2022
W912DS22B0007 Amendment 00001.pdf	PDF	Apr 20, 2022
02-BUTTERMILK 2022 PLANS .pdf	PDF	Apr 1, 2022
W912DS22B0007.pdf	PDF	Apr 1, 2022
06- XYZ Data.pdf	PDF	Apr 1, 2022
03-BMC22 Specs with attachments.pdf	PDF	Apr 1, 2022

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1 MARCH 2019

EBB

RED #32 W/ LIGHT & BELL

1 MARCH 2019

EBB

GREEN #11 W/ LIGHT & GONG

1 MARCH 2019

EBB

RED #32 W/ LIGHT & BELL

1 MARCH 2019

EBB

GREEN #11 W/ LIGHT & GONG

BEC UTILITY CENTER CABLE

APPROXIMATE CENTERLINE OF

COORDINATES OF UTILITY LINES

FOR ACCURATE LOCATION AND

COORDINATE WITH UTILITY OWNER(S)

CONTRACTOR IS REQUIRED TO

CENTER CABLE

FROM THE CENTERLINE OF THE BEC UTILITY

NO SPUDDING & NO ANCHORING FROM +/- 65 FT

APPROXIMATE NO SPUD / NO ANCHORING ZONE (BEC UTILITY CORRIDOR)

F T

(BEC UTILITY CORRIDOR)

NO ANCHORING ZONE

APPROXIMATE NO SPUD /

56.6

56.4

56.1

55.9

55.8

55.6

55.5

55.4

55.3

55.2

55.1

55.0

54.9

54.8

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54.5

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53.9

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52.4 52.4

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51.9

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50.9 50.9

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48.9

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45.9

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41.9 41.9

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41.7 41.7

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39.0

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38.9

38.9 38.9

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36.9

36.9 36.9

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-35

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34.0

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33.9

33.9 33.9

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33.9 33.9 33.9 33.9

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33.7

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31.9

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30.9

30.8

30.6

30.6 30.6

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30.0

29.9

29.8

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29.4

29.3

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29.0

28.9

28.8

28.8 28.7

28.7

28.6

28.5

28.4

28.3

28.3 28.3

28.3

28.1

28.1 28.1

28.1

28.0

28.0 28.0

27.8

27.7

27.6

27.5

27.4

27.3

27.2

27.1

27.0

26.9

26.8

26.7

26.6

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26.0

25.9

25.7

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25.6 25.6

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24.9

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23.9

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22.9 22.9

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21.8

21.6

21.5 21.5

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21.3 21.3

21.2 21.2

21.2

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21.0

20.9

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20.3

20.2

19.9 19.9

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19.7 19.6

18.9

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18.1

18.0

B U

T T

E R

K C

H A

N N

E L

D R

E D

G A

R E

U. S. ARMY

NEW YORK DISTRICT

OF ENGINEERS

US ARMY CORPS

M A

E N

A N

C E

D R

E D

N E

W Y

O R

E W

Y O

R K

D I S

T R

I C

U .S

.A R

M Y

C O

R P

S O

F E

N G

E R

A P

P R

O V

E D

R E

C O

M M

E N

D E

D B

G E

R L

Y N

P E

R L

A S

C H

I E

F T

E C

H N

I C

A L

S U

P P

O R

T S

E C

T I O

R A

N D

A L

L G

C H

P E

R A

N S

S U

P P

O R

T B

R A

N C

D E

S C

N D

A T

E D

E S

C R

D A

T E

F E

D E

R A

L N

A V

N P

R O

J E

C T

B U

T T

E R

K C

H A

N N

E L

AM 0001

SHEET 3 OF 4

NUMBER

REFERENCE

SHEET

W D

S B

S O

L I C

I T

A T

I O

N N

C O

N T

R A

C T

N O

M O

S E

B A

C K

R E

W E

D B

M O

S E

B A

C K

C H

E C

K E

D B

S C

A L

P L

O T

B Y

M is tr y

P L

O T

D A

T E

N o v e m e r

J A

N U

A R

D A

T E

M i s t r y

D R

A W

N B

M i s t r y

D E

N E

D B

A M

16.9 16.8

13.2 12.8

10.1 7.8

7.36' NAVD 1988

D 44 PID (KV0567)

35.99' NAVD 1988

AJD 10006

N 190,000

0N 188,000

N 186,000

N 184,000

N 186,000

M A

T C

T O

S H

E E

ELEVATION:

BENCHMARK:

LOCAL CONTROL DATA

ONE INCH = 200 FEET

P. BHADUR

SCALE: DATES OF SURVEY:

FIELD BOOKS:

FIELD CARTOGRAPHER

LEAD CARTOGRAPHER

CIVIL ENGINEERING TECHNICIAN

DATE:

M. FORTE

CORPS OF ENGINEERS

OPERATIONS DIVISION

SURVEY SECTION

DEPARTMENT OF THE ARMY

NEW YORK, NEW YORK 10278

NEW YORK DISTRICT

APPROVED:

CENAN-OP-S APPROVED:

APPROVED:

CORPS OF ENGINEERS

DEPUTY CHIEF OF SURVEY

J. MRAZ

B1F

B1D

B1C

B2B

RH1

AN7

H10

4-64

H8A H8B

AN8

REQ. NO./FILE NO.:5118/N3

15-16 NOVEMBER 2021

N. VITOLO

19 NOVEMBER 2021

AND EM 1110-2-6056.

-THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160

FROM STATION "CAVEN POINT BASE".

-THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS

AND IS FOR ORIENTATION PURPOSES ONLY.

-AERIAL IMAGERY PROVIDED BY NY GIS ORTHOIMAGERY (2020)

CALCULATION PURPOSES.

-THE DATA DEPICTED ON THIS MAP SHOULD NOT BE USED FOR VOLUME

-CONTOURS ON THIS MAP WERE GENERATED USING THE 3 x 3 DATA SET.

MEDIAN CELL, SORTED TO A 45' INTERVAL.

-SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' x 3'

USING VDATUM (VER. 4.0.1).

-MEAN LOWER LOW WATER IS 2.8-2.9 FEET BELOW NAVD88 AS DETERMINED

(MLLW) [EPOCH 1983-2001].

-SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW WATER

LONG ISLAND LAMBERT - ZONE 3104, US SURVEY FEET.

-COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

-THE SOUNDINGS ON THIS MAP MEET EM 1110-2-1003 ACCURACY STANDARDS.

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

-THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

PROJECT SPECIFIC NOTES:

BENCHMARK:

ELEVATION:

NSRS BENCHMARK

CHANNEL TO GRADE

SLOPE TO GRADE

OVERDEPTH

ALLOWABLE CHANNEL

OVERDEPTH

ALLOWABLE SLOPE

-35' MLLW

-37'

-32'

CHANNEL TO GRADE

SLOPE TO GRADE

OVERDEPTH

ALLOWABLE CHANNEL

OVERDEPTH

ALLOWABLE SLOPE

-40' MLLW

-42'

-37'

15 NOVEMBER 2021

FLOOD

GREEN #1 W/ LIGHT & GONG

16 NOVEMBER 2021

EBB

GREEN #11 W/ LIGHT & GONG

16 NOVEMBER 2021

EBB

RED #32 W/ LIGHT

NOT TO SCALE

EXISTING BOTTOM

SLOPE 1:3

(TOE OF SLOPE)

CHANNEL LINE

REQUIRED DEPTH: -35 FEET MLLW

ALLOWABLE OVERDEPTH 2 FT

TYPICAL CROSS SECTION (-35' MLLW + 2'OVERDEPTH)

NOT TO SCALE

EXISTING BOTTOM

SLOPE 1:3

(TOE OF SLOPE)

CHANNEL LINE

REQUIRED DEPTH: -40 FEET MLLW

TYPICAL CROSS SECTION (-40' MLLW + 2'OVERDEPTH)

ALLOWABLE OVERDEPTH 2 FT

CORPS OF ENGINEERS

LEGEND

DREDGING TO 35 FEET

+ 2 FEET ALLOWABLE OVERDEPTH

DREDGING TO 40 FEET

+ 2 FEET ALLOWABLE OVERDEPTH

File details come from the government source that posted it. Updated Apr 20, 2022.