25-B-A015_PLANS_NY_BXR_v3-MAY2025_opt.pdf

PDF 17 MB Posted Jul 3, 2025

Attached to: Maintenance Dredging of Bronx River, NY, Federal Navigation Project
Solicitation number: W912DS25BA015
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Bid Abstract Form_28JUL2025_W912DS25BA015_final.pdf	PDF	Jul 28, 2025
25-B-A015_SPECS_NY_BXR_v4-JUN2025.pdf	PDF	Jul 1, 2025
Solicitation - W912DS25BA015.pdf	PDF	Jun 27, 2025

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US Army Corps of Engineers ®

NEW YORK DISTRICT

4 5 6 7 8

MAINTENANCE DREDGING

BRONX RIVER, NEW YORK

FEDERAL NAVIGATION PROJECT

·� ��;E�;Zll,��Rft��

"' T, : U'/1:l"ffl/ T """'-

SOLICITATION NO.: W912DS-25-B-A 015

CONTRACT NO.:

ISSUE DATE:

TBD

MAY2025

9 10 11 12 13 14 15 16 17 18 19

INDEX OF DRAWINGS

SHEET NUMBER TITLE

G-001 COVER SHEET & INDEX

G-002 NOTES

G-101 PROJECT SITE PLAN

C-101 DREDGING AREA & SOUNDING MAP

C-102 DREDGING AREA & SOUNDING MAP

C-103 DREDGING AREA & SOUNDING MAP

C-104 DREDGING AREA & SOUNDING MAP

C-105 DREDGING AREA & SOUNDING MAP

C-106 DREDGING AREA & SOUNDING MAP

C-107 DREDGING AREA & SOUNDING MAP

C-108 DREDGING AREA & SOUNDING MAP

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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GENERAL PROJECT NOTES

1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED

AS THE GENERAL CONDITIONS EXISTING AT THAT TIME.

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

3. THIS MAP IS CEPD COMPLIANT IN ACCORDANCE WITH ER 1110-2-8160 AND EM

1110-2-6056.

4. COORDINATES REFER TO US STATE PLANE COORDINATE SYSTEM NAD 1983,

NEW YORK LONG ISLAND - ZONE 3104, US SURVEY FEET.

5. SOUNDINGS ON THIS MAP REFER TO THE PLANE OF MEAN LOWER LOW

WATER (MLLW) [EPOCH 1983-2001].

6. MEAN LOWER LOW WATER IS 3.91 FEET BELOW NAVD88 AS DETERMINED

USING VDATUM (VER. 4.6.1).

7. SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3' X 3' MEDIAN CELL,

SORTED TO A 15' INTERVAL.

8. CONTOURS ON THIS MAP WERE GENERATED USING THE 3 X 3 DATA SET.

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

CALCULATION PURPOSES.

10. AERIAL IMAGERY PROVIDED BY NYGIS 2022 AND IS FOR ORIENTATION

PURPOSES ONLY.

11. THE PLANIMETRICS DEPICTED ON THIS MAP ARE FOR ORIENTATION

PURPOSES ONLY.

12. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM VRS

"KEYNET" NETWORK.

13. NSRS BENCHMARK: J 340 (PID:KU1006) ELEVATION: 60.49' (NAVO 1988).

14. NOAA CHART IS FOR INFORMATION PURPOSES ONLY, IS NOT TO SCALE, AND

IS NOT INCLUDED IN THE PROJECT LEGEND.

15. IF AS THE WORK PROGRESSES, THE CONTRACTOR DETERMINES THAT THE

STABILITY OF PIERS, BULKHEADS, OR OTHER STRUCTURES MAY BE

JEAPARDIZED BY DREDGING OPERATIONS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER AND/OR THEIR

REPRESENTATIVE. SEE SECTION 35 20 23 (3.2.13) OF TECHNICAL

SPECIFICATIONS "SAFETY OF STRUCTURES".

PROJECT LEGEND

CHANNEL TOE

........_,..--. -10 -- 10' CONTOUR

SOUNDING

CHANNEL POINT ID

NAVIGATION AID

SHOALS JO BE DREDGED IBASE/OPJION CUN}

REACH 1 (BASE)

I A � REACH 2A (BASE)

t\ 3 REACH 2B (OPTION)

13 14 15 16

CHANNEL COORDINATES

X y POINT ID

1021692.282 231219.803 1

1020370.943 234877.045 2

1020238.629 235144.146 3

1019942.86 235602.386 4

1019581.409 235915.695 5

1017781.454 236690.189 6

1016710.596 237763.363 7

1016667.968 237838.407 8

1016406.479 238654.474 9

1016171.365 239151.586 10

1016095.482 239400.432 11

1016084.740 239687.667 12

1016182.114 240474.472 13

1016342.792 240998.122 14

1016364.654 241009.717 15

1016424.654 241000.724 16

1016439.563 240972.610 17

1016280.281 240453.504 18

1016184.971 239683.366 19

1016194.926 239417.162 20

1016264.883 239187.745 21

1016499.697 238691.268 22

1016710.053 238034.779 23

1016880.564 237734.600 24

1017768.019 236845.226 25

1017930.504 236734.917 26

1019869.368 235900.653 27

1020410.161 235062.787 28

1021786.331 231253.782 29

HARS COORDINATES

LONGITUDE (DDM) LATITUDE (DDM) POINT ID

73"53.57'W 40"25.38'N B 73"52.13'W 40"25.37'N D 73"52.15'W 40"23.22'N F 73°51.47'W 40°23.22'N G 73"51.47'W 40"22.68'N H 73"50.72'W 40"22.68'N I 73°50.73-W 40°25.37'N L 73°49.32-W 40°25.37'N N 73°49.32-W 40"21.58'N 0 73"52.13'W 40"21.60'N Q 73"52.13'W 40"22.13'N T 73°53.57'W 40°22.13'N u

NOTTO SCALE

PROJECT VICINITY MAP

CONNET/CUT

NEW YORK

.....___ PROJECT

ATI-ANTIC, OCEAN

NOTTO SCALE

17 18 19 20

PLACEMENT HAUL ROUTE

1. APPROXIMATELY 30 NAUTICAL MILES TO HISTORIC AREA REMEDIATION SITE

(HARS)

NOAA ELECTRON IC CHARTS

1. THIS IS A CHART DISPLAYING NECESSARY NOAA ELECTRONIC NAVIGATION

CHART (ENC) DOWNLOADS

2. THIS CHART DOES NOT DEPICT NOAA ENC DATA

3. ACKNOWLEDGE ALL HAZARDS, CAUTIONS, AND NOTES LISTED ON ALL

APPLICABLE NOAA ENCs

4. ENCs MUST BE DOWNLOADED FROM NOAA ADDRESS BELOW:

https:l/www.charts.noaa.gov/lnteractiveCatalog/nrnc.shtml

P.!per Charts (RNC &. PDF)

Electronic Charts (ENC) Co.1st Pilot Help

TYPICAL DREDGING SECTION

CHANNEL

PRISM

MLLW

10'

PROJECT

DEPTH

"------=,--.....J...,- -C...

---,-1-'A-L�LOZ

OVE DEPTH

--.._ __ ____;;__ _ _;_ __ _L_ _ _/

I . VARIES . I

• I I I I I I I

NOTTO SCALE

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

0 500'- - 1000'

5 6

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

7 8 9

NSRS BENCHMARK

BENCHMARK: J 340 CPID:KU1006I

ELEVATION: 60,49' (NAVO 19881

11 12 13 14 15

C L A s a N p a I N T

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" frt'l[

LOCAL CONTROL

BENCHMARK: BRTB

ELEVATION: 6, 31' !NAVO 19881

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16 17 18

C-101

SHEET LEGEND

-----10-

Lu 0:

I-

CHANNEL TOE

10' CONTOUR

SOUNDING

CHANNEL POINT ID

NAVIGATION AID

SHOALS JO BE PBEPGEP (BASE/OPTION CUN)

REACH 1 (BASE)

I A A REACH 2A (BASE)

I"'- � REACH 2B (OPTION)

CHANNEL COORDINATES

X y POINT ID

1021692,282 231219.803 1

1020370,943 234877,045 2 1020238,629 235144,146 3 1019942,86 235602,386 4

1019581.409 235915,695 5

1017781.454 236690,189 6 1016710,596 237763,363 7 1016667,968 237838.407 8

1016406.479 238654.474 9 1016171,365 239151,586 10

1016095.482 239400.432 11

1016084,740 239687,667 12 1016182,114 240474.472 13 1016342,792 240998,122 14 1016364,654 241009,717 15 1016424,654 241000,724 16 1016439,563 240972,610 17

1016280.281 240453,504 18

1016184.971 239683,366 19 1016194,926 239417,162 20 1016264,883 239187,745 21 1016499,697 238691,268 22 1016710,053 238034,779 23 1016880,564 237734,600 24 1017768,019 236845,226 25 1017930,504 236734,917 26 1019869,368 235900,653 27

1020410.161 235062,787 28

1021786.331 231253,782 29

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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1.2

1.6

2.0

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2.2

2.6 2,6

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2,7

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3.0 2.9

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4. 1 4, 0

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3.□

3. 1

3.5 3.3 3.2

3, 6

3. 7

3,8

4. 1

3. 1

3-5

2,9

3,0

3,3

3,5

3,9

2. 1 1-7 2.1 2.0

2.2 2-5 2-5

2.8 3,2

3.0 3,□

3 .a

3. 4 3.4 3,4

3. 7

4. 1 4.1

3.6 4,0

3,8

1.8 2. 1 2-0

2.3 2.3

2.6 2,6

2-8

3.0 3.4 3,8

3,5 3.7

4.2

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2. 1

2,8

3,2

3,5

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2.0 2.0 1.5

2.3 2.3 2.3 2,6

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3,2 3.4

3.6 3-8

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2,7 3.0 2,9

3. 1

3.3

3.5 3,5

3,9 3,9 4,2 3.9 4, 1

4. 1

4.4 4,5 4. 4 4. 5

2,5 2.2

2,8 2,8

2-9 2.5 3,2

3,0 3-5 3-1

3.4

3. 5

3-5 3.8 3-9 4. 3

3,9

4. 1

4. 4 4.8

4.5 4,8

4.8

5. 1

5-2 5.4

10 11 12

2,6

3, 1

3.0 3,□

3-3

2-8

3,5

3.3

3. 4

4., 4,0 3,9

4.5

3.6 3-9 3.8

4-□ 4.5

4, 4 4. 7 5.0

4. 4 4,8 5.2 3-9

4.2 4. 6 4,3 5,2

4. 2

4. 6 5,0 5 .1 4' 7

4,9 5,7

5,5

4.8

5.4 5.8 6,, 5, 1 5.4 6-3

5-5 5.7

5.7 5.9

6.2 6.7

5.8 5.9 6.3 6,5

5.1 4.9

4,9

5-3 5.8

5,3

6-0 6,0

6.6

6-5

6.7

5,2 5,4 5.6

5,6

6.0 •. , 6, 4 6. 7

7.3 6,8 7.1

7,2 6.9

7.4 7,8

7. 2

7. 1 7,2 7.8

6. 1

6.6 6,9

7. 1 7.2

7. 4 7.5

6, 1 6-4

6.5

7,0

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7.9 8,5

8,2 8-8

6.9 7.2

7.8 7.3

7, 7

7.2 8.3

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8.6 8-2

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8.7

8.6 9.1

9.0 8,8

9-3 9,4

7. 7 8, 2 9,2

8-6 a.a 9-

16 17 18 19

SHEET LEGEND

CHANNEL TOE

-----10 -- 10' CONTOUR

SOUNDING

B CHANNEL POINT ID

NAVIGATION AID

SHOALS TO BE DREDGED /BASE/OPTION CUN\

RED NUN #2

EBB

11 MAR 2025

-18 1 .2 10-4 l1-3 12.0

10. 7 10.9 12.3

12,8 13, 7

REACH 1

15,7 16-3 15.1 14.8 13.9

(BASE)

8,6 9,0 10,5

13.4 14,2

9.0

9. 10.4

10.6 -2

1 a 1 11-0 11.8 1]. 1

15.0 15.8

16. 1

15. 4

16, 1 15. 4 15,3 9, 7

1 o. 4

10,9

11.3

10. 7 12-0 12,9 13.9

11,B� l 1.S 12,8

12,3

14, 1

14.9

14.6

16. 4

16-5 17.0

14.B 15.2 16.0

12.0 17.1

11. 2 12. 7 13.5 11.6 1•L4 15.2 15.8 16,7

16. 3

17.0 17.0

17.0 17.6

17.3

18. 5

I 4. 2 4-, 4,0 4.5 4.6 4.5 4, 7 4,9 5,0 5, 1

4. 8

5-2 5, 1

5.6 5.8 6.0 6. 3

7.6 ,. '

8,2 8, 7 9,3

12, 2 12.5 13,1 13.7 18.2 17 .4 4. 5

4.7 4.5

4.2 4,3 4.4 4, 7 4,8 4.7

4, 9 4,9

4 -9 5-0 5,0 5, 3 4,9

7.4 7.4 7.4 7. 6 r -2 7,5

6-4 7.2

6.4

5,9

5.1 5.4

4.8 4. 7

J 4-2 l ,.9 4.5

3-5

I,. 1

I (8

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4.0

3.0

3.5 3-3

3.2

2,6 2.7

GREEN CAN #3

EBB

11 MAR 2025

4.7

3,9

3. 1 3,6

2,5

6,8 6.6

5.7 5,5 5,5

4,6 4.7

4, 4 4,5 4.4 4., 4. a

3,9 3. 7 3.7

3,4 3,3

3, 4 3,0

ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

5-8

4,2

3.0

6.8 6.9

6,2 6,6 6.2

5,8 5,4 5,3

5,0

4,6 4.7 4,5

4,2 3.8 4.0

7.2 7.4

7.0 6- 4

6.2 5.8

5. 1 5. 3

4.4 4.4 4,8

7. 3

6.6

5.4

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4.6

3,5 3.8 3-8 4.2

3,8 3, 1

3-5

100'

3-7

4.8

5.1 5-0

5,2 5. 1

7.8 a.a

7, 7 a.a

7.5 7, 4 7. 4

7.2

6.5

7.3 6.8

6.5 7,2

5,7 5.7 6-0 5.8

6,0 6,2

5,2 5,2 5-6

5, 4 5,7

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4,6 4.8

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4. 6 4. 7

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7.8

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7. 4

6,5

5.7 5.8

5. 3 5.5

4,2

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4, 9 5. 2

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8-3

7.9 7.7

7,2 6,8

6.3

5.9 5,9

5.4 5,3

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4. 4 4.6

3.8 3-8

5, 7 5,8 6.0

5.8

5.9 6.0

6.3

8,6

8.2 8,2 8-2

8.3

7,9 8, 1 8.2

7.5 7. 4 7,2

6-5 6•8 6.7 6-3 6. 5

7.7

8.4 8.3

8,4 8,3

7,6

6.8 7.0

8,2 a.a

7.3

6.2

6.4

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8.2 8.3 8,4

8.2

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7.5

5.9 6.6 6.9 7 .1 5,8

5,5 5.5 5,6

5,8

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6.3 6,2

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4-3

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4.5

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8,6

8,3

6, 7

6-2

6-6

6.6 6.8

8.8 9,0 8,9

8-6 8. 7 9.0

7, 1

7.2 7.5 7.6

9,6

9. 2 9, 6 9.4

7. 7

9, 8.6 a.a 8,2 8,5

9-1 9.3

1 o. 4 1 o. 7

11.2

9.6 1 ,1 10,4 10,B

11. 4

11. 7 12,5 12.9

14, 8 15.8 16.5 17,3 17.9 19. 1

15.4 17.3 18. 7 1 B, 1 29 14. 7

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17.8

17.6 19. 2

10. 7

10.6 10.9

11. 1 11.3

11.0 11.3

11.3 11.7 12.5

11.5

11.9 12, 8

12-5

11.8

12, 3

12,4 12.8 13.1

12.9

13. 5

13.3

4,0 14.6

14. 4

15.3 16-2

15-6 16.9 17.6

18.1 18,9

18.5

13. 15. 1 17.4 17 .a 17.9 13, 1 13.7

14 2 14,9

13.4 13.6 14.0

15-6 16,5 17.4

17-6 18.0

19.2

10.3 10.5 10.9 11.2 12. 7 13.1

15.4 16,1 17,1

17.6

19.0

19.3 18,9

10.2 10.3

10.5

10,5

1 o. 7

10.7 11.2

1 . 7 11.0

11.1

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11.6 11.4

11, 5 11 8 • 12, 3 12.7

12,0 12,4 12,7 13,0

12.5 11-4 11.7 12.0 12. 9 13.3

11.3

11.7 12.1 12.6 13.0

13.1

13-6

13, 4 13.9

13.8

13.8 14, 1

14, 1

14 .o 14.

14.3

14.2

4,9

15.4 16,1 17.0 17.6 17.9

15,9

16,7 17 .3 17, 9

17.7 15, '1 15, 7

14.3 15, 1

15.4

15-8 16.4

17.2 17,6

17, 9

9.2 9.7 ,0_4 10.1 11.9

13,4 13,8

13.2 13, 5

1-'l.6

14, 4

1 7, 4

16, 7 17.8 18,2

17.6 18,0 8.3

7., 6-1

8-5

8.8 8. 8

8, 1 8,6

1. 3 1 .8

6.7 7, 1

6.1 6.B

8-3

6,8

9.0

8,6

7 .8

7.3

a. 5 8.8

8. 1 8.3

7. 4 7. 7

9-2

8,8

8-5

9.9 10,9

10.3 10, 1 1 o. 7

11.1 11.8

12.8 12 ,3

11.8 12.4 12.8

14 .1 15, 1 16-2 17, 3

13,9

14.3 14.6

15,8 17 ,0 16, 3 18.o • 7

10,5

10, 1 10.8 11.4 13-4 14. 0 14' '1 15,2 17.3 17,6

9, 9, 3 9.3 9.6

8.9 9, 1 a.2 8.3 8.8

10.0 10.4

10.8 10,0

9-5 1 o. 3

11. 4 11.3

11.1

12. 0

11 . 3

12-6 12, 7

12. 4 1 o. 5 1 o. 9 11, 6 12. 0

11. 3 8, 9 9,3 a

10,0 9,6

9, 3

,o.3 1 o. 8

1 o. 5

13.5 12.2

11.7 12,9

12. 3

11.3 11.5

�9 10.7

10.8 11•6 11.3

13.8

13,6 13.8

13.3

13.0

14.2

13. 7

13-4

14.7 15.2

14.3 15, 1

13.9

16,0 17,0

16.6

16.3 16, 9

17, 1

17. 4

17.6 17,8

17, 3

18. 0

17.3

15.8 16.7 17,0 17, 2

17.4 16-9

12.9 16,6 16.9 16.9

12,4

12. 0

13-3 13.3

GREEN CAN #1

EBB

11 MAR 2025

16.0 16.3

15.5 15, 7

15.1 12.3 15-1 15-4

CHANNEL COORDINATES

X y

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

1021692.282 1020370.943 1020238.629 1019942.86 1019581.409 1017781.454 1016710.596 1016667.968 1016406.479 1016171.365 1016095.482 1016084.740 1016182.114 1016342.792 1016364.654 1016424.654 1016439.563 1016280.281 1016184.971 1016194.926 1016264.883 1016499.697 1016710.053 1016880.564 1017768.019 1017930.504 1019869.368 1020410.161 1021786.331

231219.803 234877.045 235144.146 235602.386 235915.695 236690.189 237763.363 237838.407 238654.474 239151.586 239400.432 239687.667 240474.472 240998.122 241009.717 241000.724 240972.610 240453.504 239683.366 239417.162 239187.745 238691.268 238034.779 237734.600 236845.226 236734.917 235900.653 235062.787 231253.782

POINT ID

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

w ii:

::J Cl) u.

Cl) w !;j:

w ...J Cl) ciwz w

,n N 0 N

:ii"

�z d w ci w

�n.n.<

N ""' "' ci z z s 0 ,,, ciw z ts §

I- " w ci !.i' z

� � "' 0 I- "' z a.

8 !li:

iii Cl)

> ti: tii 0 0 d..

en c.. q ts � � � ...J ffi c) �

n. z0 I w f-

C-101

C') w z

2.4

1. 5 3.0

J.7

4. 5

2. 4

2.8

2.0

1. 9

1.5 2,3 2.0

1.6

2. 1

3,0 2,0 2.5

2. 4

J. 7 J.J 2,8 2,7

3.8 J,8

4.6

4. J

5.3

2.4 2. 3

4.7

5.4

2.2

2.6 2,7

3,9

4. 1

4.6

4.8

3.9

2,2 1.5

2, 1

2.2 2.4

2,6 J.1

2,8

3.8 3.6 4,0

4. 5 4.6 4.8

5,2

3.3 3.J

2,0

2. 1 2.3

2,9

3.9

4,8

5.3

5.5

4. 1

1.6 2.1

2, 4

2.5

3.5

2.3

2,9

J.8

1, 9

3. 1

2,6

3,0

3,1

2. 1 1. 7 1.6

3, 1 2, 1 2. 1

3.9 2.4

2.9

3.5 4, 7

3.9

4. 2 4.0

4.8 4,8 •L 7

4. 8

4.9 5,2 5,2

6,0

3,9 5, 1

6.7

7. 3 5.4 5.4

5.0

6 7 8

1, 6 1. 9

1. 8 2, 7

2.5 2.2

2.5 2-4

2.a 3.o

2.9 2.5

2.8 2.8 2.1 2-5 J.0 J.0

2,8

2.5

J, 1

2,9 J.J 2,5

5.7

2.a 2.a 3.,

4. 1

3. 7 3. 7

5.3 5.5

5.7

3.0

4.9

6. 1 5.5

5.5 5.2

J.0 2,8

3. 3 3. 3

3, 7 3. 7

4,8

5.6

4.9 4.8

5.5 5.2

J.J

J,9 3.9

4.8

5,7

5. 1

J.0

3.2

J.5

J. 7 J.7

J.9

5.0

5.4

4, 2

5.0

5.4

5-6 5. 7

2.5 2.1

2.1

2.8 2.1 2,6

2-6 3-0

2.9 J.0 2.9

2.9 J.0

2.8

3. 2 3, 3 J,2

J,7

4.0

J,3

J.6

J.2

4,0

4.8 4.6 4.6

5-2 5.2 5, 2 5.2 5.J

6,4

5.9

5.J 5.6

2.9

J. 1

J,J

J,5

J.8

4.2

4.7

4.8

5.2

6.0 5,6

3.J J.J

J,6

3,4 3.2

3, 4 3. 4 3.4

3,J

3.5

3.1 J.6

4,0 4.3

4.7

J,8

4,2 4. 1

4, 9 4-8

J.J J. J 3. 4

3, 1 J.4

3.J

J. 4 3.5

J,J J,5

3,5

J,7 3.9

4,0 4.2

4,8

5,2

5.2 5.1 s.o 5,0 5. 1

6.2

6.2 6, 1

5.6

5.9 6, 1 5,8

3.3

3.2

3. 2

J.5

3.8

4.6

4. 9

5.0

6. 3 6,2

13 14

2-6

J.0

J,0

3.1

3. 2

J,2 J.2

3.2 3,0

3.0

3,2 J. 1

3.3 3.4

3,J

3. 1

J.1

J,J

3,2

3.2

J.4

3.4 3.5 J.4

J. 4

J.5

J,5

3.6

4. 1

4. 7 4.9

4. B 4, 7 4.7

J.5

J,J

3.J

J.3

,. 1 3. 1

4.5

4,8

4. 8

5. 1 6, 2 6.0

5.6

J.5

J,6

4.2

4.6

3.5

4, 1

J.J

3.1

4,7

5.0 4,8 5,0

J.o

J,0

J.1

3, 1

5,2

6. 1

2.0 2,2

3.2 3.2

2.4

4. 8

4. 5 4-6 4. 7 4.7

4.0

4.4 4, 7 4,8 5,0

5.7 5,5 5.4 5,4 5. 3 5.3 5.J 5,2

5.8 5.9

5,3

5.5 1, 5

1.3

1. 1 1.2

1.0

1.0 1.0

1. 0

0.6 0.9 a.a Q.5

0.5

Q.3 Q.5 0.2

o. 1

-0{). 1 Q. 1

-o.o -0{). 3 o. 1 -0{). 6

2. 1 2.9 •L3 5. 1 1.3

1.5

1 ., , • 6 1. 7 2.2 1.3

1. 1 1. 2

0.8 1.3

0.5 O.B

Q.9

0.4 1.0

0.8 o.4 Q.5

Q.3

Q.3 0-5

o. 3 "'· 6

o. 1 +O, 1

ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net o.6

1. 6 2, 1

1. 3 1. 3 1. 4 1.9

1. 3

1.2 1 , 1 1.0

1. 0 1.2

1.0 a.a

0,6 Q.J

0,6

1.1 1.5

GREEN CAN #5

EBB

11 MAR 2025

100'

4.8

3.9

3,0

2.1

2,5

1. 9

2. 1 1.6

1.8

1. 9

J.9 4 .o 4, 1

3. 5 3.2

J.J 2,7 3.0

2.8 2.9

2,8

2.6

2.6 2.a

2.J

2.0

2.3 2,9

3.9 4,2

J.6 3.1 3,6 3, J.3 3.4

3.6 3, 1

3,2 3.5

2.1 2,9 J,2

3. 1 J.J

2.6

3,0 J.5

2.a

3. 0 3, 1

3.0

2.6 2.8

2. a 2. 1

J, 1

J.1

4. 0

3.6

3.5

4. 1

3,8

3.6

3,5 3, 5

3.3

3.0 3.0

J.5

4.4 4. 8

4. 4

3.9 3.9

J,5

,. 1 J.7

3. 3 3. 1 3.J

3,5

3. 1 3,2

3.5 J.1

J.J 3,0 3. 1 J.0

3.0

4.8 4.7

5,2 5,2

4.7 4.8

4.2

4.8 4, 8 4.7

4. 1 4,0 4.2 4.2

3, 3

J,2

3, 1

3.5

J.J

3.2

3.7

3.6 3.6

3.2 3.2 3,2

2,8

2,2

2.9 2. 8

J.2

2.5

3. 0 2. 8 2,5

J,9 3.9

J.5 3,6

3. 1

2. 7

2.4

3,2

J.0

2. 7 2-8

2. 4

J.5

2., 2.5

5, 1 4.8

4. 7 4. 7

3.8 3. 1 3.8

J,5 3. 5

3.3 J.2

2.9 2.9

3.0

2.5 2.J

2,5 2.2

4.7

4, 1

J,7

J,0

5. 1

4. 7

4.5

4. 1

J.9

3, 5

J.3 2.a

2. 2 2. 6

4.5

4.0

J.8

J.5

2,6

J. 1

1.7

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

16 17 18 19 20

SHEET LEGEND

CHANNEL TOE

-----10 -- 10' CONTOUR

SOUNDING

B CHANNEL POINT ID

NAVIGATION AID

SHOALS TO BE DREDGED /BASE/OPTION CUN\

REACH 1 (BASE)

2,9 2,6

2.1 1.1 1.0 1.2 1, 7

2,5

2,8

J.0

3.0

3,4

4-2

5. 1

5.2

2.9 2.1

2,8 J,0

J. 1

J.3 J,0

J,2 J, 1

J. 3

3.3 3.J J.3

3.3 J.5 J.7

J.7

4. 1 4.5

4. 1

4. 8

4,9

5.5

5.0 4.8

6.1 6. 1

2.5 2,6

2.6 2,8 J. 1

2,8

2.9 3.1 3,0

J,J

J,J J.5

J. 2

J,8

3, 1 3,4 3,0 J,2

3.3 3,3

3. 4 3, 2

3, 5 3, 5

3,2

3-0

J.0

3.2

J.7 J,8 4.J

4. 8 4,8

4. 8

4.8

4.7 4,9 5,0

6.7 6,6 6.7

5-6 5,6 5,7

5,5 5,8

5. \ 5.5

5,2 5,J

5,2 4.9

1. 7

1.6

3.0 2.2

3, 1 2,8

3, 1 J,2 J. 1

3.3 3.5

J,5

J. 7

4.0 4. 1

4.7 4.8

5. 1 5. I

6. 7

6. 1 6, 1

5,7 5.6 5.2

5,2

1 . 4 1.'

2, 1

2,2

2,5

2.5

2.1

2.a

3. 0 3. 1

J.6

4 .o

4,2

5. 1

6.4

2.1

2,5

2.9

J, 3

3,8

5.5

5. 1 4,8 5.2 5.0 4.6

4. 8

3.9 4.0 4.5

3.5 5.0

3.2 J,4

2,8 2.8

2,3 2,6

4.8 5, 1 4.2

5,2 4.5

J,9

3.3 3.5

J.7

J.4

3.6

J.3

J,7

3.2 3.0 J.0 J. 1

J.1 J,0

3.0

3.8

J.9

2.6

2. 1 2,5

2.5

2,8 2.a

2.7

J,0

1.9

2. 3 1. 9 1.5 2.2

2. 1 2.J 1.8

1.7

CHANNEL COORDINATES

J. 4

2.,

4. 2

J.7

3. 1 J,0

2.1

1-9 2-4

POINT ID

2. 1

2, 1 2.2

2, 4

2,7 2(

2, 7 2,8 21, 2J

3. 1

I '-t

,.l I

3, 5 3,6

4.0

5, 4

6. 1

J,8

J,2

2,7

2,J

4.8

I r

6. 2 I

4.5 I

4.J

3.6 1

'. 3 I 2,8 I

2. 6 I 1, 8 I'

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

w ii:

::J Cl) u.

Cl) w

!;j:□ w ...J Cl) ci w z w □

N N

:ii "

�z dw ci w

�n.n.

N " ci z z s 0,,, ci w z ts §

C'I '<"' I- " w ci !.i'z

� �"' 0 I- "' z a.

8 !li:

iii Cl)

> ti: tii 0 0 d..

en c.. q ts � � � ...J ffi c) �

n. z 0 I w f-

C-102

A o·• • O· rspc SJ

-,0. 4

-,o. 3 +0.2

+0. 1

-o.o

0.5

1.5

3 4 5

+0.6 +0,6 +0.3 +0,3 +0,5 +0.6 +0,1 +0-5 +O, 1

+0-1

0.1

0.5

2.0

3.2

+D,2 +0.1

-o.o 0.1

-o.o

0.2 0.4

0.6 0.8

1.1 1.6

2.2 3.1

3.0

7 .3

7. 4

5.8

6.0 5.8

4.5

3.2

2.2

+0.2 +0.2 +0.1

+0.3 o. 2 o. 2

+Q.1 o. 1

o. 7

1.1 0.9

2.1

5.5

3.0

2, 1 2.2

6.5

5.2

3. 7

3.0

0,4 0.6

1.0

0-3

1. 4 1.0

2.3

3.7

0.4

0.2 +Q. 1 -,o. 3

-o.o

-o.o -o.o 0.2

0.1 o.5

0.4

0.2

0.4

-a.a

o. 1

0.2

o. 4

0.5 0.6

1.2 1.0 1.3

1.0

1.8 2.5

3. 1

3.3 3.8

3.8

5.6 5.5 5-2

4 .1 4. 0 4 .o

3.6 3.4

3.1 3.0

2.2

7 8 9 10

-,o. 3

+0,3

o. 5 o. 3

0.6

o. 7

1 .3 1.'

2. 7 3.0

0.3 +O, 1 0.1

0.4

o. 4 0.3 o.5 o.5

0.6

o. 7 1 .o

1.3 1.7 2-4

2. 7 2, 7 2.1

3.8

4. 9 '. 8

5-0

, . 0 o. 9

2. 1

3. 1

0.5

1.6

2, 7 2. 6

5.9 5.6

+0.2 o. 4

0.1 +0.5 o. 1 o.5 O.B

0.5 1.0

1.3 1.3

1.0

1. 2

2.5 2.4 1.7 1.7

3. 1 3.2

2. 3

4 .1 3.9

5.6 o.3 0.9

1.2 1-3

1. 4

1 . 0 1. 2

1. 5 1.5

1.6

1.1

1.5

1.6 1,6 1.7

4.1

2-5 2, 7 1.9

3,3 3.7

4 .1

3.0

4.'

5.0

4. 1

1.3

1. 4

1. 6 o. 5

1. 3

1. 5 1.'

1. 7 1.7

3. 4 3. 1

5.1

3.B 3.8

1. 4

1. 3 1.3

1.5

2.1

3.3

1.2 1. 3

1.5

1.8

3. 3 3.6

5. 1

3.6

4. 9 4,9

1. 6

0-9

1. 6 1.3

-o.o

1.'

1.5 1.6

1. 7

1.8

2.3 2.9

2.4 3.0

3. 4 3-6 3.5

4.6 4.0

5.2

5.1 5.2

5.6

4.0

3.5

1.2 1.4

1. 7 1.B

3.0

4. 0

4. 4

5.0 5, D

5, 1

'. 0

1.1 o., 0.6

1.3 1.4 1. 2 1. 2

1. 9

4.0

4.9

3.0

1. 7

2. 1

3.9 3.7

4. 9 4.9

4.1

1.0

3.6

'. 0

3.2 3. 1 3.0

3. 1 2.8 3.0 2.5

3.6

2.0 2,3 2.9

3.4

2.4

3.6

2.8 2. 7

2.0

3.1

2.3

4.4

2.B

2.0

3.9

1. B

2.2

1.5

3.5

2.7

2.0

3.2

1.6

2. 1

1. 2 1.5

2.,

1. 2

2.9

2.0

1.1

1., 1.1

1.4 1.8

1.0 1.2

1.8

1.0

1.4

1.9

1.0

2.5

1.'

1.0

1.8

1.0

2. 4

0.1

1.7

1.3

2-6

1. 5

0.8

1. 9

1.0

1.5

1.9 o., 0-6

1 . 1

1. B

1.0

1.5

1.0

2.0

1.4 o.5

1.2

0.4

1.2

0.8

0.9

0.7

1.6

O.B

1.0

1.2

1.5 1.B

2.0

2.6

3.6 3.6

4.9 4. 9

2.8

1.4 1.3 1.3

0.9

17 18 19 20

SHEET LEGEND

CHANNEL TOE

-----10 -- 10' CONTOUR

SOUNDING

B CHANNEL POINT ID

NAVIGATION AID

SHOALS TO BE DREDGED /BASE/OPTION CUN\

REACH 1 (BASE)

1 • 1 0.9

1.0 0.9 1.3

1.2 1. 0

1.4 1.7

1.8

2.3

1.3

1. 4

2.3 2,2

3.6 3,7 3.7

4.8 4. 8

3.3 3.6

1.2

2.2

3.6 3. 5

2.8 2.5 1.B 1.8

1. 4 1. 4

1.0 1.1 1.0 0.9

O.B 0.9

o. 7 o. 1 o., o.6

2.4 2.4

3.6

1.7

1.4

2.6

4.3

5.3

2.5

1. 2 1.0

1.4 1.1

0.8 0.9 1.0

0.9

o. 7

1.1

1.5

2.8

3.9

5.5

1.0

1.2 0.8

1. 9 1.6

3.0 2-6

4.0

5.3

3. 7 3, 5

1. 4

1. 7

2.7

3.4

4. 4

5-7

1. 2

\.7 1.0 1. 4

2, 3 1. 9 1.8

3-3 3, 1

3.B

4.9 4. 8

4.3

5.6

3.0 3.2

2.9 2.5

1. 8 2. 1

1.4 1.6 1.6

1 . 1 1.1

1.1 1.0 1.0 1.0 1.0 1.1 o.9 a.a

0.8

0.2

o. 7 o., o.8 0.9

0.6 o. 7

1.9 1. 9 1.6 1.6

2.0 1.7 1.8 1.5 1.3 1.2 1.1 o., o.8

0.8 0-5

0,6 0.5 0.5 o.6 o.5 o.5 o.a a.a o.5 o.5 o.5

o. 7 o.6

Q.5 o. 5

0.5 0.4 0.6

ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

0.1

1. 7 1.8

1.4

1.4 1. 4 1.4

0.8

0.9 0.8 o.8

o. 1

+1,2 -,0. 2 +0.2

0.3

0.2 0.2

100'

0.4

+0.6

1. 6

1.0

o. 1

1.6

1.0

0.7

0,8 1.Z

0.6 +D-2

1.5

1 . 1 0.1

0.2

-0,0 -o.o <-0. 6

1. 2 1.4 1.6

0.5

o. 7

0.9 o.5 -o.o

-o.o

1 • 1

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0.1 1.1

0-5

0.6 0.8

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0.8 o. 7 0.5 o.5 0.6 0.2 o.5 o. 1 0.2

+0,1 +0.9 +1,5 +0,7 +o.i -o.o -oO. 5

GREEN CAN #7

EBB

11 MAR 2025

0.6

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0.5 o., 0.3

0.8

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0.5 o.6 0.2

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0.6

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0.1

-o.o +0.3

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-K).6

+0,9 +1.8 +1.6 +2.0 +2.1

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

0.3 0.5 -oO. 1 0.2

-o.o -o.o -,o. 1

+1.2 +0,2 +0.4 +0-4 +O. 7

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0.1

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+0-9 +0.4 +0.5 +0.9

CHANNEL COORDINATES

-,0. 4

+0.8

-o.o 0•4

+0.1 o. 1

-,o. 7 +0.3 -o.o

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POINT ID

0.5

....I

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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1.6

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4.5

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2.6 2.8

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+2, 6

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6.7

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1.7

1.4 1.3

2.4 2,3

+3. 3

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+0-9

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+1.0 +1.0 +1.4 +1.4

o. 7 0.5

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17 18 19

SHEET LEGEND

CHANNEL TOE

-----10 -- 10' CONTOUR

SOUNDING

B CHANNEL POINT ID

NAVIGATION AID

SHOALS TO BE DREDGED /BASE/OPTION CUN\

REACH 1 (BASE)

(BASE)

CHANNEL COORDINATES

+o. 1 +0,8

X 1021692.282 1020370.943 1020238.629 1019942.86 1019581.409 1017781.454 1016710.596 1016667.968 1016406.479 1016171.365 1016095.482 1016084.740 1016182.114 1016342. 792 1016364.654 1016424.654 1016439.563 1016280.281 1016184.971 1016194.926 1016264.883 1016499.697 1016710.053 1016880.564 1017768.019 1017930.504 1019869.368 1020410.161 1021786.331 y

POINT ID

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+1.5 '°. 7

+7 ,5

+2.0

+1.0 +1.3 �-6 +1.6 +1.8 +1.5

+2.4

100'

+2.8 +2.4

ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd. - -

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

+0,4

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+2.6 +2,6

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0.2 0.2 1.0

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4. 6 5, 1

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0.6

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2.5 1.6

0.6 0.4 0.3 +Q.1 +0,3

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5.4 5.9

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0.8 ,. 1

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* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

+a.a

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US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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1.8 1.2

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3,2

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1. 7

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0,5 0, 1

1 , 6

3.9

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1.2

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2, 1

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2, 1 3,0 3.0 2,3 2,6 3, 1

3,8 4' 1

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+1.4 +0.5 +0,2 +0,2 -+-0,4

0, 1

2,8 o.G a. 1

3.0

0.9 0.6

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1.7 1.7

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2, 3 2.2 2,5 2,7

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0, 1 +0.5 +0,2 ->-0. 2 ->-0. 2

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3,6

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+0,8

-0,0

1.4

17 18 19

SHEET LEGEND

+2.4

CHANNEL TOE

-----10 -- 10' CONTOUR

SOUNDING

B CHANNEL POINT ID

NAVIGATION AID

SHOALS TO BE DREDGED /BASE/OPTION CUN\

I 6 z::J REACH2A

+2, 7 +2,6 +3,0

(BASE)

+2.9 +2, 5 +2,5 +2,5 +2.6 +2.5

+1,3 + 0.9

->(), 3 ->-0. ' ->-0. 9 +1 , 2

-0,0

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2,2

1. 5 1 ,5 1, 2

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1, 9 3,8 2,7

3,8 3,8

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0,5

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1.5

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1.3

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1, 3 f'•

4, I 3.6 4,0 4.o

3, 9 3.8 3,9 3,9 3.8 3,9 3.9

3,2

4,6 5, 1 5,2 5.0

5.4 5.6

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->(), 3 +0.3

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4.4

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1 '4

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1, 2

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4. 2 4' 1 4' 1

4. 7

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4' 1 4, 6 4,5

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4,5 4. 6

4,9

1, 3 1, 7 1. 7

0, 3 0,2

4, 1

4,6 4.7 5,3

6, 7,0

7.5 7 .

2,6 2,6 3.7

1, 6 0,5 1.2 1.4

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+1. 1 +1 • 4 + • +1. 4 +o. 1 +1, 5 +1,5 +2.0 +3.5 ->-0, 7 +1,6 +2. 1

+3,0 +2. 7 +l.3 +1.4 +1,3

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->-0. 6 +1.3 +1.4 +1,5 +1.9 +1.8 +1,5 +1,B +1. 6 +1 • 7 +2. 0

3 4 +2,1 +1.7 +1,8 +2.0

+3.0 +3.0 +2.9 +2.9 +2,9 +3.4 + • +3.6 l�-----,•;

•3 o

+3,5 +3.8 +3,6 +3.s +3,9

ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

100'

+3.6 +3,6 +3.0 +3,3

+3,0 +3,0 +1,0 +2,5

+3,7 +3,0 +3,0

+3.9 +3.9 +3,9 +3,2

+3,0

+3.0 +2, 9 +2.7

+3,6

+3.4 +2,9 +3.0 +3, 1 +3,0 +3,0

• FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

+2,9 +3,0

+3.0 +3,0 +3,0 +3,0

+2,1 +1.7 +1.8 +1,2

+3.0 +2.9 +2,9

+3,0 +2,9

+2,9

+1,5 •2 0,8

+2,9 +2,9 +2.5 ,.,.2

"'T,5 .,., I

+-1. 3

I I I I

CHANNEL COORDINATES

POINT ID

0, '

.,., • 9

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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3.6 ,.o +3, 0

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3,6 ,. 1 +1.1 ,, +1.5 +3."1,, · 4.6 , • 7 +3. 4 +3,9 ? 3.5 1.8 +3.4 ,, 4,3 +0, 1

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I I +2.2 r

X 10 Y 237292.

X 1017197.74 Y237275.17

ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

+3.2

+3.0

0 50'

+3,0

+3, 1

100'

+3,0 +2.5

+2.3 +2,4

+2.3 +2.6

RtrCKY BOTTOM

NOT TO BE DREDGED

+3, 2 +1,0

0,B

+1 ,5 +3,2

+1,1 +1.8 +2,6

3.9 1 .6

4,8 2.4 4,6

4, 5

+2.8 +2. 7

+2,6

1,2 +0.7 +2.1

2,4 o.8

3,5 ,.1

4.'

+2, 4

+2. 7

+3. 7

+3, 7 "". 7 +1.9

0,5 +1, 3

1.8

3. 7 , '5 4, 6

4, 8

+2 ,5 +2.4 +1.5

+1,4

1.8

+3. 7

+1.8 +3,7

10 11 12

+3. 7 <-0, 4

2.6 0,6 +1.0 +2,1 +3.7

3.9 2.5 0.3

<-0. 2

6.5 5,2 4' 2 2,5

6.5 6.5

+3,9

+1,5 +3.9 +3. 7

1 ' , +1.0

+1,0

+3,7 +3. 7 +3

, 7 +1. a +3, 7

3.0 +0,5 +3,7

4.6

6. 7 6,4

2,, ->O. 3 <-0. 6

+3.2 2.6

5, 1 +0,9

6.6 5.7

6.9 6.7

5.5 5.4

2.6 3.0

3.3

6.3 5,5 5. 7

+1.9 +1,9

+3, 1 +2,0

+3, 1

+2.2 +2.6

+3,4 +3. 1

X 1017778.10 Y 236728.95

6.5 6,9

7.6

6,8

+2,4 +2.

+3,8 +3, 7

6.5

6. 7

8.0

+2,2

X 1017818.71 Y236701.37

5.3

7, 1

+3, 7

0.3 +1.4 +3 ,7 +3,7

+3,2 +3.9

2.5 o. 4 1.2 0.9

+2,6

5,7 4.8 4.3 ,.2 2.5

6,3 4.8

6.7 6.5 6.0 6.2 5. 7

6, 4

7. 3 6.6

14 15 16

+3.9 +3,9

+0,4 +0,2 +l.8 +1,9 +1,2

+2-3 +1,3 +2,0 +2.8 +3,3

0.5

3,0 1 '' ,. 1

3.9 4 .2 4 .o

0,9 0,5 0,2 0.1 +0,3

2,5

->O. 2

+3, 1

0,4

17 18 19 20

SHEET LEGEND

CHANNEL TOE

-----10 -- 10' CONTOUR

'l- SOUNDING

B CHANNEL POINT ID

, NAVIGATION AID

SHOALS TO BE DREDGED (BASE/OPTION CUN)

I A A REACH 2A (BASE)

+1, 7 +1.9 +2,4 +2,7 +3. 3 +3, 1

+3. 7 +3,9 +3.2 +3,2+2, 8 +2,9 +2.8

+1, 4 +2.8 +2,3

I .0

0,5

+0,3 0.3

0.6

<-0. 6 <{), 7 +0, 7 +0.6

o. 3

+0,2 +o.1 0,2 0, 70,6 ,. 1 , '3 , . 2 5.5

'. 3

3.5 3.0 2.8 2,3 , '3 1, 8 1.8

6.4 6,0 6.2

6.5 6,2 5.8

7.2 7.3 7., 7., 6.

o., 0.8 o.8 +0.5 +O, 1 o.3 0.3 +O, 1

<-0, 9 +1.1 +1.4 +1, 8

+3,0

X 1017854.94 Y 236685.78

X 1017845.06 ¥236662.82

+1 ,4 +1,5

+2.4

5 5,5 4. 8

5.8 5. 7

8,0 8, 1

6. 7.2

5.7

0,9 o., 0,5 0.5

0.2

<{). 9 <-0. 9 +1. 1 +1 , 1 +1 , 4

+2,2 +2.0 +2,2

3.2

, .o 0,4

+1.0 +1.2

+1.5

3. 1 4,5

1. 2 1. 5

2,5 2, 9

2.2 ,., 0,8 0.4 0.5 o., <-0. 7 +0.9 +O, 7

+o,2

+1.2 +1.0 +1.7 +1. 7

2,8 3. O 3., 3.5

2.3

1.6 2.0

0,5 0,5 0.8 o.4

+o,5 +0,9 +1'

+1. 1 0 +0,7 +0.7 +0.8

+1,8�

+1,4 ___ +1.1 +1,8

�f I

I I

CHANNEL COORDINATES

X y POINT ID

1021692.282 231219.803 1

1020370.943 234877.045 2

1020238.629 235144.146 3

1019942.86 235602.386 4

1019581.409 235915.695 5

1017781.454 236690.189 6

1016710.596 237763.363 7

1016667.968 237838.407 8

1016406.479 238654.474 9

1016171.365 239151.586 10

1016095.482 239400.432 11

1016084.740 239687.667 12

1016182.114 240474.472 13

1016342.792 240998.122 14

1016364.654 241009.717 15

1016424.654 241000.724 16

1016439.563 240972.610 17

1016280.281 240453.504 18

1016184.971 239683.366 19

1016194.926 239417.162 20

1016264.883 239187.745 21

1016499.697 238691.268 22

1016710.053 238034.779 23

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002. 1016880.564 237734.600 24

1017768.019 236845.226 25

1017930.504 236734.917 26

1019869.368 235900.653 27

1020410.161 235062.787 28

1021786.331 231253.782 29

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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-Kl. 8 ->-0. 9

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ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

+3,B +3,8 +3,9 +3,8 +3,8 +3.8

X 1016660.38

/--,.Y 238189.79

+1.5 +1,1 +1,5 +1. 2

+3,B +3,5

+1,2 +1.0

+1 , 7 0.6

0.6

0.5 ->{). 7

1.8

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X...1016565.15

V-238.'.159.27

+1.6

1. 3

4 +0.4 +1, 1

2. 9 1, 8

1.1 -o.o

+2,8 +3.5

+1.2 +1,3

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* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

+1 , 4 +1,2

+1, 3

18 19

+0,6

+3.7 +3,7 +0,9 o.5 2.5

1 .6

1,0 2.8

4.2

7.4

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9.2

9. 7

1. 5

3. 1 2.2 4.6

4.5

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5.5 s. 9 5. 1 6.2

7.0 a.a

11, 3 -!'!lo.a

11. 8

6.6

8.1 7.S

6.2 7.6

10,6 10.6

1,. 5 11.6 11.4 11.7

11.7

12,0

11, 3 12,1 11,5

11.7 10,6 11,3 11. 4

6.5

1 o. 9

11, 0

SHEET LEGEND

CHANNEL TOE

---10 - 10' CONTOUR

SOUNDING

B CHANNEL POINT ID

NAVIGATION AID

SHOALS TO BE DREDGED

�I _,_A____.,.�A'----'

REACH2A

�r\_,___ __ '-j_J

REACH2B

(BASE/OPTION CUN)

(BASE)

(OPTION)

CHANNEL COORDINATES

POINT ID

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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+1. 7 +2,, +1.9

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+2.2

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+1 .1

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+2. 4 +2.3

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+1.0 +0.7

+2.4

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+0,9

+2.3 +2. 1 +1.9 +2.1

+1.7 +1.7 +1.6

+1.4

+0-9 +1,2 +0.9

+2,0

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+0-1

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+1,6 +1.6

+1.5 +1.8

+1.3 +1.1 +1.0 +0,8

+0,6

+1,6 +1.6 +1, 4

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+1 .5 +1..3

+1.6

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+0,5

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+1. 7 +1.5 +1,3 +1.0

+1.3 +1.2 +0,8 +0,5

+0.6

+0.4 1.2

+1 .1 +1, 1

+0.3

1.4

+0,9

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2, 1 2,0

+0.1 +O, 1 +0,2 +0,5

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+0.3 +0.4 +0,4 +o.s +-0.s

+Q.6 +0,6 +0.4 +Q.4

+0,6 +0,4 +0,4 +0,5 +0,5 1. 3

2,2 2. 7

3, 1

3,9

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2.3 2,4

2,8 3.6

4.7 4.6 3,7

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2.2 2, 5

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1.9 2,0

4,2 4, 1

4.7

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1. 3

2.9 3,4

3.9 3.8

4. 1

4.4 4.7

5. 1

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4. 1 3.9

3.8

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2 ,8 3,0

3.8

3. 4 3.3

4. 1 4, 0

0.3

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4. 0

4,0

0,3

2, 5 2., 2, 4

2,8 2.7

3.0 2,8 2,8

3,0 3.4

3.6

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3.9 3,8 3, 7

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+2,6 +3,9 +3,3 +.3,B

ROGERS SURVEYING, PLLC

242CIArlhur Kill Rd.

Staten Island, N.Y.10309

(718) 447-7311 www.rogarssurveyln11.net

+3,8 +3,B +1,9

+3.5

0 - -

+1.9

100'

+0.9 +0.6 +0,4

+3,9 +3,9 +3.9 +7 .6

0,4 0.1

+0.3

+1.4 +1.6

1. 4 2,3

2,3 2.8

2,8

3,0

3.5

2,8

3. 1

3.2 3.1

3,5

3.8

0,5

3,6

4,2

0.3 +0.4 +0.1

-o.o +0.4 +Q.9 +1.6 +3.9

+2.9

3, 6 3.

4.7

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4,5

4.4 3.9

5.7 4, 5

2,3

3.0

4. 8

10 11

0,4

3,0

6, 3

3.6 6,7 6,4 7 .4 7. 4

7. 7 7, 7

5,2 7.7

2,5

4,9 6, 1

6.7 7.0

X1016375.74

Y 238953.35

+2.3 +2.3

14 15

+1. 9

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5.2

5.8 '

3,3

+2.4 +1.8 2,3

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2 .,1

3.2 I

3,8

5,6 I

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5,1 6,0

5,7

4.6

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5,2

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0, 0,8

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+1.7 +3,8 +3.8

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+1.0

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+0.4 +Q. 7

+0.7

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X 1016273.29

Y 238936.09

* FOR PROJECT SPECIFIC NOTES AND CONTROL, REFER TO G-002.

16 17

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+3, 3 +3.6 +2.0

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+3.8

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3.5 4.3

, .• 4, 8

◄,8 4.7

3, . 8 3.8

2,5

2.2

SHEET LEGEND

CHANNEL TOE

-----10- 10' CONTOUR

SOUNDING

B CHANNEL POINT ID

NAVIGATION AID

SHOALS JO BE DREDGED

�IS�--1� REACH2B

(BASE/OPTION CUN)

(OPTION)

CHANNEL COORDINATES

POINT ID

US ARMY CORPS

OF ENGINEERS

NEW YORK DISTRICT

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File details come from the government source that posted it. Updated Jul 3, 2025.