Draft Pans.pdf

PDF 14 MB Posted May 17, 2021

Attached to: Portsmouth Harbor Maintenance Dredging
Solicitation number: W912WJ21B0015
Issued by: Department of the Army Corps of Engineers Engineering District New England

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice is for a construction contract to perform maintenance and improvement dredging of the Portsmouth Harbor Federal Navigation Project in Newington, New Hampshire and Eliot, Maine. The U.S. Army Corps of Engineers, New England District will issue an invitation for bids to dredge approximately 2,300 cubic yards of ordinary material and 674,800 cubic yards of ordinary material plus 14,700 cubic yards of hard material. All dredged material will be disposed at four sites, with the hard material and some ordinary material going to the Isle of Shoals North Disposal Site over 12 nautical miles away. Other ordinary material will be disposed at sites 16 nautical miles south or placed as beach fill 55 nautical miles south. Bidders must demonstrate experience within the last ten years with mechanically dredging over 200,000 cubic yards in a 30-day period, dredging in over 30 feet of tidal water, and underwater drilling and blasting of rock in over 25 feet of water. The estimated construction cost is between $10-25 million. The final solicitation will be available on or around June 15, 2021.

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PRELIMINARY SET

NOT FOR CONSTRUCTION

APRIL 20

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

-2

-0

N E

W H

A M

P S

E A

N D M

P O

R T S

M O

U T

H H

A R

B O

R A

N D P

C A

T A

Q U

A R

E R

M A

T E

N A

N C

E A

N D I

M P

R O

V E

M E

N T D

R E

D G

W J

X X

N 100000

N 90000 N 90000

EASTING NORTHING#

1 2805273.70 88293.00

33 2787457.96 98434.50

34 2781077.69 103755.58

35 2780539.50 104566.91

36 2780682.40 104832.93

37 2781132.49 104918.55

38 2781472.18 104513.07

39 2781727.45 103734.53

40 2785871.07 100278.80

68 2805249.11 88692.24

A 2781445.00 104978.00

B 2781854.93 104754.71

C 2782069.00 104432.00

D 2782511.45 103080.69

TYCO INTEGRATED

CABLE SYSTEMS

WHARF (FORMERLY

SIMPLEX WIRE

AND CABLE CO.)

AREA OF PROPOSED

IMPROVEMENT AND

EXPANSION TO 35-

FOOT TURNING BASIN

OUTLINE OF HARD

(ROCK) MATERIAL;

SEE SHEET C-101

CHANNEL

ENTRANCE

(SEE GENERAL

NOTE 14,

THIS SHEET)

ENTRANCE

TO 35-FOOT

TURNING BASIN

SPRAGUE ENERGY

CORPORATION

AVERY LANE

TERMINAL WHARF

PEASE

DEVELOPMENT

AUTHORITY

LORDCO PIER

ASSOCIATES WHARF

35-FOOT CHANNEL

35-FOOT TURNING BASIN

INTERSTATE 95 FIXED BRIDGE

HORIZONTAL CLEARANCE = 440 FT

VERTICAL CLEARANCE = 134 FT

SARAH MILDRED LONG BRIDGE (U.S. ROUTE 1 BYPASS LIFT BRIDGE)

HORIZONTAL CLEARANCE = 250 FT

VERTICAL CLEARANCE = 56 FT (SEATED AT VEHICLE LEVEL)

VERTICAL CLEARANCE = 16 FT (SEATED AT RAILROAD LEVEL)

VERTICAL CLEARANCE = 135 FT (OPEN)

(REFER TO GENERAL NOTE 15, THIS SHEET)

35-FOOT

CHANNEL

CHANNEL CENTERLINE CL

LCHANNEL CENTERLINE C

CHANNEL CENTERLINE C

LCHANNEL CENTERLINE C

END OF CHANNEL C

AND ENTRANCE TO 35-

FOOT TURNING BASIN;

(SEE GENERAL NOTE

14 THIS SHEET)

BENCHMARK

(BM) BASIN

(2015)

OVERHEAD POWER

CABLE (VERTICAL

CLEARANCE 165 FEET)

MARITIMES & NORTHEAST PIPELINE, L. L. C.

AND PORTLAND NATURAL GAS TRANSMISSION

SYSTEM 30" STEEL NATURAL GAS PIPELINE

20' TO 135' MLLW BELOW FEDERAL CHANNEL

AREA OF PROPOSED IMPROVEMENT AND

EXPANSION TO 35-FOOT TURNING BASIN (SEE

INSET A AND GENERAL NOTE 13, THIS SHEET)

PISC

ATAQ

U A R

IVER

PORTSMOUTH HARBOR &

PISCATAQUA RIVER

MAINE & NEW HAMPSHIRE

35-FOOT CHANNEL AND

TURNING BASIN

STATE PLANE NAD 1983

(MAINE WEST ZONE 1802)

PROPOSED TURNING BASIN

EXTENSION

STATE PLANE NAD 1983

(MAINE WEST ZONE 1802)

NEWINGTON

NEW HAMPSHIRE

KITTERY

MAINE

ELIOT

MAINE

PORTSMOUTH

NEW HAMPSHIRE

C-101

FLOOD

EBB

SEE INSET A

MAST

COVE

35-FO

O T C

35-FO

T TU

R N

BASIN

TURNING BASIN

EXPANSION

P O R T S M O U T H H A R B O R

FRANKFORT

ISLAND

MEMORIAL BRIDGE (U.S. ROUTE 1 LIFT BRIDGE)

HORIZONTAL CLEARANCE = 264 FT

VERTICAL CLEARANCE = 21 FT (SEATED AT VEHICLE LEVEL)

VERTICAL CLEARANCE = 150 FT (OPEN)

(REFER TO GENERAL NOTE 15, THIS SHEET)

FD16-05

FD16-01

FD16-02

FD16-03

FD16-04

FD16-06

FD16-07

FD16-08

FD16-09

FD16-10

B-1

B-2

B-8

B-4

B-7

B-3

B-5

B-6

P-3

P-1

P-2

SEAVEY

ISLAND

SPRUCE CREEK

SULLIVAN

POINT

KITTERY POINT

CROCKETTS

NECK

PIERCES

ISLAND

NEW CASTLE

ISLAND

BADGERS

ISLAND

FRAME

POINT

GOAT

ISLAND

SPRUCE CREEK

SPINNEY CREEK

GENERAL NOTES:

1. LEGEND, GENERAL NOTES, AND ALL OTHER INFORMATION SHOWN ON THIS SHEET APPLIES

ONLY TO SHEETS G-002, C-101, AND C-301. ALL WORK RELEVANT TO NANTASKET BEACH FILL

ARE SHOWN ON SHEETS C-102, C-103, AND C-302.

2. SOUNDINGS ARE IN FEET AND TENTHS. THE REFERENCE PLANE IS MEAN LOWER LOW WATER

(MLLW) AND IS BASED ON THE 1983-2001 TIDAL EPOCH. SOUNDINGS NOTED WITH A (+) ARE

ABOVE THE REFERENCE PLANE OF MLLW. SOUNDINGS WITHOUT A SIGN ARE BELOW THE

REFERENCE PLANE OF MLLW, AND SHOULD BE CONSIDERED NEGATIVE.

3. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS, AERIAL IMAGERY AND/OR NOAA CHART

NO. 13285. ALL TOPOGRAPHY, INCLUDING SHORELINE, BRIDGES, PIERS, ETC., IS LOCATED

APPROXIMATE UNLESS OTHERWISE NOTED AND SHOULD BE USED AS A GENERAL

REFERENCE ONLY.

4. BENCHMARK DATA: TIDES WERE RECORDED USING RTK GPS. THE MLLW TO NAVD88

CORRECTION FOR THIS PROJECT IS 3.99 FEET - 4.22 FEET USING KTD FILE CREATED FROM

FORT POINT UPSTREAM TO ATLANTIC TERMINALS. THIS CORRECTION IS PUBLISHED BY NOAA

FOR BENCHMARK AT ATLANTIC TERMINALS T14A, NEW HAMPSHIRE (STATION ID 8423005,

05/24/2017). NAVD88 IS ABOVE MLLW, THEREFORE, THE CORRECTION SHOULD BE ADDED TO

NAVD88 TO CONVERT TO MLLW. NO TIDE GAUGES WERE USED ON THIS PROJECT. THE MEAN

HIGH TIDE IS 7.0 FEET ABOVE MLLW.

5. COORDINATES SHOWN ARE BASED ON THE TRANSVERSE MERCATOR GRID SYSTEM FOR THE

STATE OF MAINE (WEST ZONE 1802), NAD 1983 AND ARE BASED ON U.S. SURVEY FEET.

6. SURVEY WAS PERFORMED USING AN R2 SONIC 2024 MULTIBEAM SONAR SYSTEM OPERATING

AT 300 KHZ. HORIZONTAL POSITIONING AND REAL TIME TIDE READINGS WERE RECORDED

UTILIZING A TRIMBLE SPS 855 GPS SYSTEM. THE RTK BASE STATION USED WAS STATION

BASIN (2015), ELEVATION 14.24 FEET (NAVD88).

7. THE SOUNDING INFORMATION SHOWN ON THIS MAP REPRESENTS THE SHOALEST SOUNDINGS

OF THOSE OBTAINED FROM HYDROGRAPHIC SURVEYS CONDUCTED DURING FEBRUARY 2021.

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

PURPOSES.

8. FIELD BOOK: R&H 4139; SURVEYED BY: MICHAEL VADNAIS AND CREW; REFER TO SURVEY NO.

NH_01_PIS_20210224_CS_10.

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE

ON THE DATES INDICATED, AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS

EXISTING AT THAT TIME.

10. REFER TO SPECIFICATION SECTION 00 32 00 (GEOTECHNICAL DATA) FOR DEFINITIONS OF

ORDINARY AND HARD (ROCK) MATERIALS.

11. HARD (ROCK) MATERIAL ELEVATIONS AND AREA ESTABLISHED BY GZA GEOENVIRONMENTAL

INC. IN OCTOBER 2016. REFER TO SPECIFICATION SECTION 00 32 00 (GEOTECHNICAL DATA)

FOR REFERENCE TO BORING DATA.

12. AREA OF HARD (ROCK) MATERIAL SHOWN ON C-101 IS OVERLAYED WITH ORDINARY

MATERIAL.

13. THE HARD (ROCK) MATERIAL AREA LIMITS IS FOR THE REMOVAL OF HARD (ROCK) MATERIAL

ONLY. ORDINARY MATERIAL IS NOT INCLUDED AS PART OF THE REMOVAL QUANTITY. FOR

INFORMATION REGARDING EXTENTS OF HARD (ROCK) MATERIAL, REFER TO PARAGRAPH

"MATERIAL TO BE DREDGED" IN SPECIFICATION SECTION 00 32 00 (GEOTECHNICAL DATA).

14. ALL DREDGING WORK WITHIN THE AREA BOUNDED BY COORDINATE DESIGNATIONS 37, A, B, C, D 39, 38, AND 37 IS CONSIDERED IMPROVEMENT DREDGING. ALL DREDGING WORK

OUTSIDE OF THIS AREA IS CONSIDERED MAINTENANCE DREDGING.

15. ENTRANCE TO 35-FOOT TURNING BASIN IS APPROXIMATELY 5.10 NAUTICAL MILES (5.86

MILES/9.44 km) ALONG CHANNEL CENTERLINE FROM 35-FOOT CHANNEL ENTRANCE. FOR

DISTANCE FROM CHANNEL ENTRANCE TO DISPOSAL SITES REFER TO SPECIFICATION

SECTION 35 20 23, MAINTENANCE DREDGING.

16. VERTICAL CLEARANCES ARE FROM THE MEAN HIGH WATER (MHW) LINE TO THE BOTTOM

CHORD OF THE LIFT TRUSS. HORIZONTAL CLEARANCES ARE BETWEEN BRIDGE PIERS

CENTERED AT THE CHANNEL'S CENTERLINE.

17. BORINGS AND PROBES SHOWN IN "INSET A" (THIS SHEET) WERE PREVIOUSLY INSTALLED IN

2007 BY OSI (BORINGS B1 THROUGH B6, AND PROBES P1, P2, AND P3) AND IN 2016 BY GZA

(BORINGS FD16-01 THROUGH FD16-10); REFER TO SECTION 00 32 00 GEOTECHNICAL DATA

FOR ADDITIONAL INFORMATION.

SEWERSEWERSEWER

(SEE SHEET G-002 FOR DETAILS)

BURIED NATURAL GAS PIPELINE

GENERAL PLAN

SCALE: 1" = 1000' 0 2000'1000'

A N

S I

G-002

EASTING NORTHINGDESIGNATION

BORING

(SEE INSET A)

BORING LOCATIONS

L T

O D

E A

G O

D F

R E

LEGEND

P-3

P-2

P-1

B-8

B-7

B-6

B-5

B-4

B-3

B-2

B-1

FD16-10

FD16-09

FD16-08

FD16-07

FD16-06

FD16-05

FD16-04

FD16-03

FD16-02

FD16-01

DESCRIPTION SYMBOL

2781345.4

2782165.0

2781703.1

2782109.8

2781847.7

2781500.2

2781460.3

2781783.8

2782268.9

2781786.4

2782522.9

2782320.9

2782265.2

2781322.8

2781997.4

2782256.0

2782036.9

2781787.0

2782047.5

2781613.0

2781553.1

104971.2

103605.5

105013.1

103732.7

103985.5

104631.0

104925.0

104438.4

104052.6

104172.3

103511.5

103438.2

103629.6

104838.4

103908.7

103818.2

104326.8

104640.1

104093.8

104378.8

104703.5

G E

N E

R A

L P

L A

G E

N E

R A

L N

O T

E S L E

G E

N D

B O

G L

O C

A T

N S A

N D C

H A

N N

E L C

O O

R D

A T

SCALE: 1" = 200' 400'0 200'

INSET A (BORING LOCATIONS)

L T

O D

E A

B A

R N

E S

WATER SIDE

LAND SIDE

WATER SIDE

LAND SIDE

B-X

FD16-X

P-X

(LEGEND APPLIES ONLY TO SHEETS G-002, C-101, AND C-301)

STATE LINE (ON C-101 ONLY)

EDGE OF RIVER OR CREEK (ON C-101 ONLY)

EDGE OF RIVER OR CREEK (ON G-002 ONLY)

TOP OF 3H:1V SIDE SLOPE (ON C-101 ONLY)

PROBE AND DESIGNATION # (ON G-002 ONLY)

BORING AND DESIGNATION # (ON G-002 ONLY)

EEL-GRASS (ON C-101 ONLY)

SEE GENERAL NOTE 13, THIS SHEET)

AREA OF IMPROVEMENT DREDGING (ON G-002 ONLY;

(ON C-301 ONLY)

ALLOWABLE OVERDEPTH FOR HARD (ROCK) MATERIAL

(ON C-301 ONLY)

HARD (ROCK) MATERIAL REQUIRED TO BE DREDGED

DREDGED (ON C-101 AND C-301 ONLY)

AREA OF HARD (ROCK) MATERIAL REQUIRED TO BE

MATERIAL AREA (ON C-101 ONLY)

COORDINATE DESIGNATION FOR HARD (ROCK)

OF TURNING BASIN EXPANSION (ON G-002 ONLY)

COORDINATE DESIGNATION FOR OUTER LIMITS

CHANNEL AND TURNING BASIN LIMIT (ON G-002 ONLY)

COORDINATE DESIGNATION FOR NAVIGATION

NAVIGATION (NAV) AIDS (ON C-101 ONLY)

EXPANSION AREA (ON C-301 ONLY)

IN REGION R4 AND REGION R5 IN TURNING BASIN

ALLOWABLE OVERDEPTH FOR ORDINARY MATERIAL

EXPANSION AREA (ON C-301 ONLY)

FROM REGION R4 AND REGION R5 IN TURNING BASIN

ORDINARY MATERIAL REQUIRED TO BE DREDGED

TURNING BASIN EXPANSION AREA (ON C-301 ONLY)

CHANNEL AND TURNING BASIN, AND REGIONS R1, R2 & R3 IN

ALLOWABLE OVERDEPTH FOR ORDINARY MATERIAL IN EXIST

TURNING BASIN EXPANSION AREA (ON C-101 ONLY)

CHANNEL AND TURNING BASIN, AND ALL REGIONS WITHIN

ORDINARY MATERIAL REQUIRED TO BE DREDGED FROM EXIST

OF -35 FEET (ON C-101 ONLY)

ORDINARY MATERIAL REQUIRED DREDGING DEPTH CONTOUR

PRELIMINARY SET

NOT FOR CONSTRUCTION

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

N E

W E

N G

L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

-2

W H

A M

P S

E A

N D M

P O

R T S

M O

U T

H H

A R

B O

R A

N D P

C A

T A

Q U

A R

E R

M A

T E

N A

N C

E A

N D I

M P

R O

V E

M E

N T D

R E

D G

W J

X X

51.1

51.0

49.9

49.8

49.7

49.6 49.6

49.4

49.0

48.9

48.8

48.6

48.5

48.3

48.2

48.0

47.9

47.8

47.6

47.5

47.4

47.4 47.4

47.3

47.2

47.0

46.9

46.8

46.7

46.6

46.5

46.4

46.3

46.2

46.1

46.0

45.9

45.8

45.7

45.6

45.5

45.4

45.3

45.2

45.1

45.0

44.9

44.8

44.7

44.6

44.5

44.4

44.3 44.3

44.3

44.2

44.2 44.2

44.2

44.1

44.0

43.9

43.8

43.8 43.8

43.8

43.7

43.6

43.5

43.5 43.4

43.4

43.4 43.4

43.4

43.3

43.2

43.1

43.0

43.043.0

43.0

42.9

42.8

42.7

42.6

42.5

42.4

42.3

42.2

42.1

42.0

41.9

41.8

41.7

41.6

41.5

41.4

41.3

41.2

41.1

41.0

40.9

40.8

40.7

40.6

40.5

40.4

40.3

40.2

40.1

40.0

39.9

39.8

39.7

39.6

39.5

39.4

39.3

39.2

39.1

39.0

38.9

38.8

38.7

38.6

38.5

38.4

38.4 38.4

38.4

38.3

38.2

38.1

38.0

37.9

37.9 37.9

37.9

37.8

37.7

37.6

37.5

37.5 37.5

37.5

37.5 37.5

37.5

37.4

37.3

37.2

37.1

37.0

36.9

36.8

36.7

36.6

36.5

36.4

36.3

36.2

36.1

36.0

35.9

35.8

35.7

35.6

35.5

35.4

35.3

35.2

35.1

35.0

34.9

34.8

34.7

34.7 34.7

34.7

34.6

34.5

34.4

34.3

34.2

34.1

34.0

33.9

33.8

33.7

33.6

33.5

33.4

33.3

33.2

33.1

33.0

32.9

32.8

32.7

32.6

32.5

32.4

32.3

32.2

32.1

32.0

31.9

31.8

31.7

31.6

31.5

31.4

31.3

31.2

31.1

31.0

30.9

30.8

30.7

30.6

30.5

30.4

30.3

30.2

30.1

30.0

29.9

29.8

29.7

29.6

29.5

29.4

29.3

29.2

29.1

29.0

28.9

28.8

28.7

28.6

28.5

28.4

28.3

28.2

28.1

28.0

27.9

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

26.5

26.4

26.2

26.1

26.0

25.8

25.7

25.6

25.5

25.4

25.2

25.1

25.0

24.9

24.8

24.7

24.6

24.5

24.4

24.3

24.2

24.1

24.0

23.9

23.823.8

23.8

23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8

22.7

22.6

22.5

22.4

22.3

22.2

22.1

22.0

21.9

21.8

21.7

21.6

21.5

21.4

21.3

21.2

21.1

21.0

20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.2

20.1

20.0

19.9

19.8

19.7

19.5

19.4

19.3

19.2

19.1

18.9

18.8

18.7

18.6

18.5

18.4 18.4

18.3

18.2

18.1

18.0

17.9

17.8

17.6

17.5

17.4

17.3

17.2

17.1

17.0

16.9

16.7

16.6

16.5

16.4

16.3

16.2

16.1 16.1

16.1

16.0

15.9

15.8

15.7

15.6

15.6 15.6

15.6

15.5

15.4 15.4

15.4

15.4 15.4

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.6

14.5

14.4

14.3

14.2

14.1

13.9

13.8

13.7

13.6

13.4

13.3

13.2

13.1

13.0

12.9

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5 11.5

11.5

11.4

11.3

11.2

11.1 11.1

11.1

11.0

10.9

10.8

10.810.7

10.7

10.6

10.5

10.3

10.2

10.1

10.0

9.8

9.7

9.6

9.5

9.4

9.3

9.0

8.9

8.8

8.7

8.7 8.7

8.6

8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.5

7.4

7.3

7.2

6.8

6.7

6.6

6.5

6.4

6.3

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5

5.4

N E W

5.2

5.1

5.0

4.9

4.8

4.7

4.6

4.5

4.4

4.3

4.2

4.1

4.0

3.9

3.7

3.6

3.5

3.4

3.3

3.2

3.1 3.1

3.1

3.0

2.9

2.8

2.7

2.6

2.5

2.4

2.3

2.2

2.1

2.0

2.02.0

1.9

1.81.7

1.5

1.4

1.3

1.2

1.0

BENCHMARK

(BM) BASIN

(2017)

0.5

0.1

P I S

C A T A

Q U A R

I V E R

N 102000

N 104000

N 102000

C-301

35-FOOT TURNING BASIN

APPROXIMATE LIMITS

OF EEL GRASS

FLO

EBB

E L I O T

M A I N E

N E W I N G T O N

N E W H A M P S H I R E

FRANKFORT ISLAND

ROCK

CRIBS

35-FOOT CHANNEL

M A I N EH A M P S H I R E

TWO CAISSONS (47' DIA)

PILES (TYP.)

APPROXIMATE LIMITS OF HARD

(ROCK) MATERIAL; REFER TO

"APPROXIMATE HARD (ROCK)

MATERIAL DREDGE AREA

COORDINATES" TABLE, THIS

SHEET (SEE GENERAL NOTES

11 AND 12 ON SHEET G-002)

LIMIT OF DREDGING FOR 35-FOOT

TURNING BASIN EXPANSION

DREDGING LIMIT

ALONG SIDE SLOPE

C-301

DASHED LINE REPRESENTS THE TOP OF

SLOPE FOR THE REMOVAL OF DREDGED

MATERIAL FROM REGION R1B (SEE

SECTION E ON SHEET C-301)

35-FOOT TURNING BASIN EXPANSION AREA

(ORDINARY MATERIAL REMOVED FROM EACH

REGION (R#) SHALL BE DISPOSED OF AT THE

DESIGNATED DISPOSAL SITE (SEE DETAIL

D8, THIS SHEET)

DASHED LINE REPRESENTS THE TOP OF

SLOPE FOR THE REMOVAL OF DREDGED

MATERIAL FROM REGIONS R1, R2, AND

R3 (SEE SECTIONS B AND C ON SHEET C-301)

FL G-9

FL R-10

FL G-11

RN-12

GC-13

BURIED NATURAL GAS PIPELINE

(SEE SHEET G-002 FOR DETAILS)

C-301

A N

S I

C-101

400'0 200'SCALE: 1" = 200'

POINTS NORTHING EASTING

L T

O D

E A

G O

D F

R E

3 4

DREDGE AREA COORDINATES

APPROXIMATE HARD (ROCK) MATERIAL

E 2781278.35

E 2781362.22

E 2781404.99

E 2781435.24

E 2781584.17

E 2781615.77

E 2781689.18

E 2781655.11

E 2781700.14

E 2781654.40

E 2781706.57

E 2781621.41

E 2781518.13

E 2781537.40

N 104758.27

N 104830.47

N 104780.78

N 104806.81

N 104633.78

N 104660.98

N 104575.68

N 104546.35

N 104494.03

N 104454.65

N 104394.03

N 104320.72

N 104440.71

N 104457.30

O D

E A

(SEE NOTE 2)

(ROCK) MATERIAL

LIMITS OF HARD

B A

R N

E S

E 2782368.55

N 103517.13

E 2782158.77

N 103374.82

E 2781354.68

N 104960.82

E 2782173.89

N 104111.65

POINT (TYP)

D R

E D

G E S

E P

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C H

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L S

T A

O S

T A

A N

T U

R N

G B

A S

H N

E W E

X P

A N

N A

R E

DREDGE SITE PLAN

NOTE 4, THIS SHEET)

DISPOSAL SITES ONLY (SEE

DESIGNATED NEARSHORE

SHALL BE DISPOSED OF AT THE

REMOVED FROM REGION R4

DREDGED ORDINARY MATERIAL

SHEET)

DISPOSAL SITE ONLY (SEE NOTE 4, THIS

AT THE ISLES OF SHOALS-NORTH (IOS-N)

FROM REGION R5 SHALL BE DISPOSED OF

DREDGED ORDINARY MATERIAL REMOVED

ORDINARY MATERIAL REGION MAP

SCALE: NONE

THIS SHEET)

DISPOSAL SITES (SEE NOTE 4,

THREE SEPARATE DESIGNATED

AND R3 SHALL BE DISPOSED OF AT

REMOVED FROM REGIONS R1, R2,

DREDGED ORDINARY MATERIAL

PERTAINING TO DESIGNATED DISPOSAL SITES AND REQUIRED WORK SEQUENCE.

4. REFER TO SPECIFICATION SECTION 01 11 00 (SUMMARY OF WORK) FOR DETAILS

VOLUME 1.

AIDS TO NAVIGATION AND ADDITIONAL DETAILS CAN BE FOUND IN THE USCG LIGHT LIST,

AT THE FIELD-DETERMINED POSITIONS. THE USCG IS THE AUTHORITATIVE SOURCE OF

3. AIDS TO NAVIGATION WHERE LOCATED DURING SURVEY OPERATIONS AND ARE PLOTTED

(MLLW).

2. LIMITS OF HARD (ROCK) MATERIAL DREDGE AREA AT REQUIRED DEPTH OF -37 FEET

1. FOR LEGEND AND GENERAL NOTES SEE SHEET G-002.

NOTES:

PRELIMINARY SET

NOT FOR CONSTRUCTION

M A S S A C H U S E T T S B A Y

-1

-5

H U

L L S

H O

R E

D R

W A

T E

T R

E E

T G

I N

O N

N A

N T

A S

K E

T A

V E

N U

MLW (-4.35)

M L L W

(-4 .7

(5 .1

BEACH FILL SLOPE

OF 1V:3H AT END

Y P

BEACH FILL MATERIAL

WIDTH OF BERM VARIES (SEE

GENERAL NOTE 7, THIS SHEET)

HULL SHORE DRIVE

TOE OF BEACH FILL

(APPROXIMATE LOCATION)

TOE OF BEACH FILL

(APPROXIMATE LOCATION)

25' WIDE BERM AT EL.

12' (NGVD29), TYP

25' WIDE BERM AT

EL. 12' (NGVD29), TYP

25' WIDE BERM AT EL.

12' (NGVD29), TYP

Y P

TOE OF BEACH FILL

(APPROXIMATE LOCATION)

L L W

MLW (-4.35)

H W

ROCK REVETMENT

(TYP ALONG WALL)

CONCRETE

SEAWALL (TYP)

PEDESTRIAN STAIR-

WAY ACCESS (TYP)PEDESTRIAN ACCESS

RAMP (TYP)

VEHICLE ACCESS RAMP

NANTASKET BEACH

25' WIDE BERM AT EL.

12' (NGVD29), TYP

TOWN/BEACH PARKING LOT

CONTRACTOR'S STORAGE AND

STAGING AREA, AND POV PARKING

(APPROXIMATE AREA = 44,400 SF)

CONTRACTOR'S ACCESS

TO BEACH VIA EXISTING

CONCRETE RAMP

T O W N O F H U L L, MA

TOWN OF HULL

PROPERTY LINE

TOWN OF HULL

PROPERTY

WEST END OF BERM

(SEE DETAIL A1 ON C-103)

S O

L I C

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I O

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S I G

N E

D E

S C

R I P

T I O

M A

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S I Z

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SHEET ID

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US Army Corps of Engineers

S C

A L E

D R

A W

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U S

R M

O R

N G

I N

E E

R S

BEACH FILL LAYOUT PLAN 1

SCALE: 1"= 100'

GENERAL NOTES:

1. GENERAL NOTES, CONTROL LINE ALIGNMENT DATA, BENCHMARK DATA TABLE, AND LEGEND SHOWN ON

THIS SHEET APPLY ONLY TO SHEETS C-102, C-103, AND C-302.

2. TOPOGRAPHY SHOWN ALONG THE BEACH ON THE SEAWARD SIDE OF WALL IS FROM A SURVEY

CONDUCTED IN OCTOBER 2020 BY A-PLUS CONSTRUCTION SERVICES CORPORATION, NORWELL, MA

(DRAWING FILE NAN-OCT2020 (A-PLUS #: 3009) DATED 2 NOVEMBER 2020).

3. BATHYMETRY SHOWN SEAWARD BEYOND LIMITS OF TOPO SURVEY IS FROM 2018 USACE NCMP

TOPOBATHY LIDAR: EAST COAST (CT, MA, ME, NC, NH, RI, SC) DATA OBTAINED FROM NATIONAL OCEANIC &

ATMOSPHERIC ADMINISTRATION'S (NOAA) DATA ACCESS VIEWER.

4. COORDINATES SHOWN ARE IN U.S. SURVEY FEET AND BASED ON THE TRANSVERSE MERCATOR GRID

SYSTEM FOR THE STATE OF MASSACHUSETTS (MAINLAND ZONE 2001), NORTH AMERICAN DATA 1983

(NAD83).

5. ELEVATIONS ARE IN U.S. SURVEY FEET AND REFERENCE THE NATIONAL GEODETIC VERTICAL DATUM OF

1929 (NGVD29).

6. ORTHOIMAGERY SHOWN OBTAINED FROM MASSGIS. AERIAL IMAGERY COLLECTED IN THE SPRING OF 2019.

7. WIDTH OF BERM VARIES BETWEEN STATIONS 0+50± AND 6+40± DUE TO HEIGHT OF REVETMENT BEING

ABOVE ELEVATION 12 FEET (NGVD29).

M A

T C

I N

H E

M A

T C

I N

H E

100' 200'0

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

BEACH FILL BERM

BEACH FILL MATERIAL ALONG SLOPES

BEACH FILL TOE

FILL SLOPE (TRIANGLE AT TOP OF SLOPE)

NORTHING COORDINATE

EASTING COORDINATE

EXISTING RETAINING WALL

BENCHMARK AND POINT#

BEACH FILL CONTROL LINE

MEAN HIGH WATER (MHW)

MEAN LOW WATER (MLW)

MEAN LOWER LOW WATER (MLLW)

CONTRACTOR'S STORAGE AND STAGING

AND POV PARKING AREA

SYMBOLDESCRIPTION

N 2920000

E 830000

-5

A N

S I

W W

J X

C O

N C

O R

I R

G I N

N E

N G

L A

T R

I C

N E

A M

P S

H I R

I N

P O

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S M

O U

B O

C A

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Q U

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M A

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T E

N A

N C

P R

O V

E M

E N

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D G

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C-102

B E

A C

I L

A Y

O U

L A

N A

N T

A S

K E

E A

C H

U L

A S

S A

C H

U S

E T

T S

P T

I O

N A

E M

O D

F R

E Y

O D

F R

E Y

H I B

O D

E A

H I B

O D

E A

U P

I S

PI STA NORTHING EASTING DISTANCE

CONTROL LINE ALIGNMENT PI STATION AND COORDINATES

0+00.00 2,926,725.11 828,396.22

530.75'

5+30.75 2,926,301.37 828,715.82

38.77'

5+69.52 2,926,274.21 828,743.48

13.57'

5+83.10 2,926,274.33 828,757.06

150.04'

7+33.13 2,926,169.19 828,864.09

43.52'

7+76.66 2,926,136.26 828,892.54

13.14'

7+89.80 2,926,127.66 828,882.60

200.41'

9+90.21 2,925,971.74 829,008.51

14.19'

10+04.40 2,925,970.36 829,022.63

48.52'

10+52.92 2,925,932.88 829,053.43

32.00'

10+84.92 2,925,908.15 829,073.75

9.88'

10+94.80 2,925,901.87 829,066.11

255.20'

13+50.00 2,925,705.41 829,228.99

9.00'

13+59.00 2,925,711.16 829,235.91

30.21'

13+89.21 2,925,687.63 829,254.85

41+44.08 2,923,837.26 831,097.54

439.25'

45+83.33 2,923,564.46 831,441.81

83.87'

46+67.21 2,923,516.01 831,510.27

14.98'

46+82.18 2,923,517.74 831,525.15

68.25'

47+50.43 2,923,480.43 831,582.29

14.50'

47+64.93 2,923,468.29 831,574.36

225.98'

49+90.91 2,923,344.74 831,763.57

24.96'

50+15.86 2,923,351.09 831,787.70

184.14'

52+00.00 2,923,258.34 831,946.78

13+89.21 2,925,687.63 829,254.85

380.32'

17+69.54 2,925,398.28 829,501.68

12.58'

17+82.11 2,925,397.28 829,514.22

99.36'

18+81.48 2,925,327.17 829,584.63

36.42'

19+17.90 2,925,301.48 829,610.44

15.33'

19+33.22 2,925,290.73 829,599.51

585.56'

25+18.79 2,924,872.88 830,009.74

7.44'

25+26.22 2,924,878.08 830,015.05

205.46'

27+31.68 2,924,731.23 830,158.76

8.96'

27+40.64 2,924,737.51 830,165.15

206.44'

29+47.08 2,924,590.22 830,309.79

13.52'

29+60.60 2,924,579.84 830,301.14

200.57'

31+61.17 2,924,451.38 830,455.17

15.38'

31+76.55 2,924,463.20 830,465.02

112.52'

32+89.07 2,924,391.14 830,551.44

14.80'

33+03.87 2,924,379.77 830,541.96

187.43'

34+91.30 2,924,259.73 830,685.91

20.66'

35+11.95 2,924,239.16 830,687.77

24.25'

35+36.20 2,924,220.54 830,672.24

45.15'

35+81.35 2,924,190.96 830,706.34

11.55'

35+92.90 2,924,182.23 830,698.78

102.31'

36+95.21 2,924,115.19 830,776.06

13.401'

37+08.61 2,924,116.14 830,789.43

78.88'

37+87.48 2,924,064.46 830,849.01

9.46'

37+96.95 2,924,057.31 830,842.81

140.70'

39+37.65 2,923,965.11 830,949.09

17.16'

39+54.81 2,923,966.33 830,966.21

170.01'

41+24.81 2,923,856.47 831,095.95

19.27'

41+44.08 2,923,837.26 831,097.54

PI STA NORTHING EASTING DISTANCE PI STA NORTHING EASTING DISTANCE PI STA NORTHING EASTING DISTANCE

BENCHMARK DATUM TABLE (NGVD29)

14.62

13.67

ELEV DESCRIPTION

PK NAIL

LEAD PLUG

LEGEND

PRELIMINARY SET

NOT FOR CONSTRUCTION

M A S S A C H U S E T T S B A Y

-10

-1

-5

-1

BEACH FILL MATERIAL

I N

25' WIDE BERM AT

EL. 12' (NGVD29), TYP

MLW (-4.35)

LLW

NANTASKET BEACH

TOE OF BEACH FILL

(APPROXIMATE LOCATION)

25' WIDE BERM AT EL.

12' (NGVD29), TYP

TOE OF BEACH FILL

(APPROXIMATE LOCATION)

25' WIDE BERM AT EL.

12' (NGVD29), TYP

25' WIDE BERM AT EL.

12' (NGVD29), TYP

BEACH FILL SLOPE

OF 1V:3H AT END

TOE OF BEACH FILL

(APPROXIMATE LOCATION)

NANTASKET BEACH

TOWN/BEACH PARKING LOT

T O W N O F H U L L, MA

VEHICLE ACCESS RAMP

EAST END OF BERM

(SEE DETAIL A1, THIS

SHEET)

S O

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S C

R I P

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SHEET ID

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US Army Corps of Engineers

S C

A L E

D R

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R M

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R S

C-103

B E

A C

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K E

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C H

U L

A S

S A

C H

U S

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P T

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F R

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F R

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H I B

O D

E A

H I B

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W W

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C O

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G I N

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L A

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H I R

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D G

I N

TYPICAL SECTION AT WEST AND EAST ENDS OF BEACH BERM

SCALE: NONE

TOP OF BERM ELEV = 12' (NVGD29)

EXISTING GRADE

DIRECTION PARALLEL WITH CONC SEAWALL

M A

T C

I N

H E

BEACH FILL LAYOUT PLAN 2

SCALE: 1"= 100'

100' 200'0

M A

T C

I N

H E

BEACH FILL MATERIAL

WEST END STA 0+50.00±

EAST END STA 51+36.26

PRELIMINARY SET

NOT FOR CONSTRUCTION

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

C O

N C

O R

M A

-2

O A

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W E

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L A

N D D

T R

U .S

A R

M Y C

O R

P S O

F E

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E E

R S

®of Engineers

US Army Corps

D R

A W

G C

O D

S C

A L E

-2

W H

A M

P S

E A

N D M

P O

R T S

M O

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H H

A R

B O

R A

N D P

C A

T A

Q U

A R

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M A

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N A

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E A

N D I

M P

R O

V E

M E

N T D

R E

D G

W J

X X

EASTERLY LIMIT

BASIN EXPANSIONWIDTH VARIES

35-FOOT TURNING BASIN EXTENSION

EASTERLY LIMIT

BASIN EXPANSION

EXISTING BOTTOM

FOR HARD (ROCK) MATERIAL

2' ALLOWABLE OVERDEPTH

REQUIRED TO BE REMOVED

HARD (ROCK) MATERIAL

TOP OF HARD (ROCK) MATERIAL

EXISTING BOTTOM

(TYP)

SIDE SLOPE

1' V ON 3' H

SIDE SLOPE

1' V ON 3' H

THIS SHEET

SEE NOTE 3,

THIS SHEET

SEE NOTE 3,

THIS SHEET

SEE NOTE 3,

REQUIRED TO BE REMOVED

REGION R5 MATERIAL

FOR REGION R5 MATERIAL

2' ALLOWABLE OVERDEPTH

REQUIRED TO BE REMOVED

REGION R5 MATERIAL

FOR REGION R5 MATERIAL

2' ALLOWABLE OVERDEPTH

REQUIRED TO BE REMOVED

REGION R4 MATERIAL

FOR REGION R2 MATERIAL

2' ALLOWABLE OVERDEPTH

REQUIRED TO BE REMOVED

REGION R2 MATERIAL

REQUIRED TO BE REMOVED

REGION R1 MATERIAL

R1 MATERIAL

FOR REGION

OVERDEPTH

2' ALLOWABLE

REQUIRED TO BE REMOVED

REGION R2 MATERIAL

WIDTH VARIES

35-FOOT TURNING BASIN EXTENSION

WIDTH VARIES

35-FOOT TURNING BASIN

WIDTH VARIES

SECTION C

SECTION D

-40

-30

-60

-50

-20

-10

-300-400 -100-200-500-800-900 -600-700 900200 300100 400 700 800500 600

-40

-30

-60

-50

-20

-10

MLLW

-700 -600-800 -500 -200 -100-400 -300

-50

-40

-60

-30

-20

-10

-40

-30

-60

-50

-20

-10

0 700600 800500200100 400300

MLLW

-40

-30

-50

-20

-10

-300-400 -100-200-500-600

-40

-30

-60

-50

-20

-10

MLLW

E L E

V A

N I

N F

E E

M L L

E L E

V A

N I

N F

E E

M L L

E L E

V A

N I

N F

E E

M L L

E L E

V A

N I

N F

E E

M L L

200100 300 400 500 600

35-FOOT TURNING BASIN EXPANSIONNORTHERLY LIMIT

BASIN EXPANSION

V :3

WESTERLY LIMIT

BASIN

WESTERLY LIMIT

BASIN

V :3

SEE NOTE 2, THIS SHEET

SECTION A SECTION B

SECTION E

E L E

V A

N I

N F

E E

M L L

E L E

V A

N I

N F

E E

M L L

-60

-50

400100 200 300

-10

-40

-30

-20

-30

-40

-10

-300 -200-400

-50

-60

-500

MLLW

35-FOOT CHANNEL

400'

-100

E L E

V A

N I

N F

E E

M L L

E L E

V A

N I

N F

E E

M L L

WEST CHANNEL

LIMIT

EAST CHANNEL

LIMIT

-60

-50

400100 200 300

-10

-40

-30

-20

-30

-40

-10

-300 -200-400

-50

-60

-500

MLLW

-100

E L E

V A

N I

N F

E E

M L L

V :3

35-FOOT TURNING BASIN EXPANSION SOUTHEASTERLY LIMIT

BASIN EXPANSION

FOR HARD (ROCK) MATERIAL

2' ALLOWABLE OVERDEPTH REQUIRED TO BE REMOVED

HARD (ROCK) MATERIAL

EXISTING BOTTOM

(ROCK) MATERIAL

TOP OF HARD

SIDE SLOPE

1' V ON 3' H

REQUIRED TO BE REMOVED

REGIONS R1, R2 & R3 MATERIAL

FOR REGIONS R1, R2 & R3

2' ALLOWABLE OVERDEPTH

TO BE REMOVED

MATERIAL REQUIRED

SLOPE (TYP)

1' V ON 3' H SIDE

EXISTING BOTTOM

OVERDEPTH

2' ALLOWABLE

EXISTING BOTTOM

SIDE SLOPE

1' V ON 3' H

FOR REGION R4 MATERIAL

2' ALLOWABLE OVERDEPTH

FOR REGION R2

2' ALLOWABLE OVERDEPTH

SEE NOTE 2,

THIS SHEET

S I

C-301

100' 200'0

20' 40'0

L T

O D

E A

G O

D F

O D

E A

B A

R N

SCALE: HOR. 1" = 100' VERT. 1" = 20'

DREDGE SECTIONS

D R

E D

G E S

E C

N S

R3 R2

R2 R4

R5R1

SEE NOTE 4

4. MATERIAL REGION DESIGNATOR (TYP). SEE DETAIL D8 ON SHEET C-101

THE TOP OF SLOPE.

(R1). SEE SHEET C-101 FOR LOCATION OF DASHED LINE THAT REPRESENTS

3. TOP OF SLOPE FOR THE REMOVAL OF DREDGE MATERIAL FROM REGION 1

-37 FEET (MLLW).

2. LIMITS OF HARD (ROCK) MATERIAL DREDGE AREA AT REQUIRED DEPTH OF

1. FOR LEGEND AND GENERAL NOTES SEE SHEET G-002.

NOTES:

PRELIMINARY SET

NOT FOR CONSTRUCTION

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

STATION 1+40

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

C O

N T

R O

STATION 4+80 STATION 9+80

EXISTING GRADE

25' WIDE BERM

AT EL 12' (NGVD29)

VARYING BERM WIDTH AT EL 12'

(NGVD29) FROM STA 0+50± TO STA 6+40±

EXISTING CONC SEAWALL

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

STATION 17+40

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

STATION 24+80 STATION 32+40

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

STATION 40+20

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

-20

-10

-20

-10

0 1000-100-200-300-400-500-600

STATION 47+00 STATION 50+60

25' WIDE BERM

AT EL 12' (NGVD29)

EXISTING ROCK REVETMENT

AND CONC SEAWALL

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

MLW EL -4.35

(NGVD29)

MHW EL 5.14

(NGVD29)

EXISTING ROCK REVETMENT

AND CONC SEAWALL

FINISHED GRADE

OF BEACH FILL

FINISHED GRADE

OF BEACH FILL

EXISTING GRADE

FINISHED GRADE

OF BEACH FILL

EXISTING ROCK

REVETMENT

BEACH FILL

EXISTING GRADE

EXISTING CONC

SEAWALL AT RAMP

BEACH FILL

EXISTING GRADE

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

E L

E V

A T

I O

G V

FINISHED GRADE

OF BEACH FILL

FINISHED GRADE

OF BEACH FILL

FINISHED GRADE

OF BEACH FILL

25' WIDE BERM

AT EL 12' (NGVD29)

EXISTING CONC SEAWALL

EXISTING ROCK

REVETMENT

25' WIDE BERM

AT EL 12' (NGVD29)

EXISTING GRADE

25' WIDE BERM

AT EL 12' (NGVD29)

BEACH FILL

FINISHED GRADE

OF BEACH FILL

EXISTING CONC SEAWALL

BEACH FILLBEACH FILL

EXISTING GRADE

FINISHED GRADE

OF BEACH FILL

EXISTING CONC SEAWALL

BEACH FILL

EXISTING CONC SEAWALL

EXISTING ROCK

REVETMENT

25' WIDE BERM

AT EL 12' (NGVD29)

EXISTING CONC SEAWALL

EXISTING GRADE

BEACH FILL

FINISHED GRADE

OF BEACH FILL

EXISTING ROCK

REVETMENT

EXISTING ROCK

REVETMENT

25' WIDE BERM

AT EL 12' (NGVD29)

EXISTING ROCK

REVETMENT

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

C O

N T

R O

L I N

SEAWARD SIDE

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

TOE OF BEACH FILL

(APPROXIMATE)

VARYING BERM WIDTH AT EL 12'

(NGVD29) FROM STA 0+50± TO STA 6+40±

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

S C

A L E

D R

A W

I N

O D

U S

R M

O R

N G

I N

E E

R S

C-302

B E

A C

I L

E C

T I O

N S

A N

T A

S K

C H

N A

N T

A S

K E

E A

C H

U L

A S

S A

C H

U S

E T

T S

P T

I O

N A

E M

O D

F R

E Y

O D

F R

E Y

H I B

O D

E A

H I B

O D

E A

U P

I S

A N

S I

W W

J X

C O

N C

O R

I R

G I N

N E

N G

L A

T R

I C

N E

A M

P S

H I R

I N

P O

R T

S M

O U

B O

C A

T A

Q U

I V

E R

M A

I N

T E

N A

N C

P R

O V

E M

E N

R E

D G

I N

SECTIONS

HORIZONTAL SCALE: 1" = 100'

VERTICAL SCALE: 1' = 10'

100' 200'0

10' 20'0

PRELIMINARY SET

NOT FOR CONSTRUCTION

G-001

G-002

C-101

C-102

C-103

C-301

C-302

File details come from the government source that posted it. Updated May 17, 2021.