DRAFT_Plans.pdf

PDF 5 MB Posted Mar 9, 2017

Attached to: Maintenance Dredging of two portions of the Federal Navigation Project (FNP) in the lower Kennebec River, Maine
Solicitation number: W912WJ-17-B-0005
Issued by: Department of the Army Corps of Engineers Engineering District New England

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DRAFT Plans

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Other files

File	Type	Posted
W912WJ-17-B-0005_-_Kennebec_River_Emergency_Dredging_.pdf	PDF	May 25, 2017
Bid_abstract_-signed.pdf	PDF	Mar 29, 2017
Bid_Snapsheet1.pdf	PDF	Mar 27, 2017
W912WJ_17-B-0005_amendment_3.pdf	PDF	Mar 24, 2017
PlantandEquipmentList.pdf	PDF	Mar 22, 2017
W912WJ_17-B-0005_amendment_2.pdf	PDF	Mar 22, 2017
W912WJ_17-B-0005_amendment.pdf	PDF	Mar 21, 2017
W912WJ-17-B-0005.pdf	PDF	Mar 17, 2017
Plans.pdf	PDF	Mar 17, 2017
Specifications.pdf	PDF	Mar 17, 2017
PB.jpg	JPG image	Mar 9, 2017
DP.JPG	JPG image	Mar 9, 2017
Letter_-_Draft_Plans_and_Drawings.pdf	PDF	Mar 9, 2017

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W J -1

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G-001

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:1 of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

G-002

C-101

C-102

C-103

C-301

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

COVER SHEET, LOCATION MAP AND INDEX TO DRAWINGSKEN-2736_G-001.dgn

KEN-2736_G-002.dgn

KEN-2736_C-101.dgn

KEN-2736_C-102.dgn

KEN-2736_C-103.dgn

KEN-2736_C-301.dgn

SECTIONS

BATH AND PHIPPSBURG, MAINE

MASSACHUSETTS

NEW

HAMPSHIRE

MAINE

VT.

CONN.

R.I.

HARTFORD

PROV.

CAPE

COD

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

AUGUSTA

BANGOR

ATLANTIC

OCEAN

CANADA

LOCATION MAP

NOT TO SCALE

RIVER

KENNEBEC

27-FOOT CHANNEL, POPHAM BEACH SHOAL

27-FOOT CHANNEL, DOUBLING POINT SHOAL

E X T

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CHANNEL COORDINATES AND INDEX OF NAVIGATION AIDS

GENERAL PLAN, GENERAL NOTES, LEGEND,

C U

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Y W

W A

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W A

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W912WJ-17-B-0005

MAINTENANCE DREDGING - KENNEBEC RIVER

STA. 596+50 TO STA. 625+00

PLAN - DOUBLING POINT SHOAL

STA. 22+50 TO STA. 46+00

PLAN - POPHAM BEACH SHOAL

STA. 596+50 TO STA. 625+00

PLAN - DOUBLING POINT SHOAL - OPTIONAL BID ITEM NO. 0004

J A

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JANUARY 2017

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US Army Corps

W J -1

-B -0

K E

N N

E B

E C

R I

V E

K E

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E B

V E

PHIPPSBURG

BATH

N 390000

N 360000

N 330000

N 360000

N 330000

KENNEBEC RIVER

PHIPPSBURG TO BATH

27-FOOT CHANNEL

KENNEBEC RIVER

PHIPPSBURG TO BATH

27-FOOT CHANNEL

# EASTING NORTHING

313233

38 39

43 44

1 3057817.78 331464.66

2 3054847.12 334561.10

3 3053394.83 338795.67

4 3053394.83 340483.94

5 3053260.47 341465.55

6 3052827.13 343018.84

7 3052411.53 343913.86

8 3051861.52 344722.34

9 3051861.52 345329.33

10 3052755.67 348053.57

11 3053203.86 350466.00

12 3053137.23 351728.08

13 3052568.47 353639.73

14 3051508.53 355046.75

15 3048932.04 356693.56

16 3047927.18 358484.37

17 3048406.92 361833.09

18 3049749.60 363193.37

19 3050055.18 364136.78

20 3050325.39 366070.30

21 3050742.83 366856.95

22 3051046.38 367793.81

23 3050914.67 369048.60

24 3050127.80 371218.00

25 3050659.86 375857.21

26 3050579.34 376834.68

27 3050171.30 378261.39

28 3050460.64 379731.59

29 3050447.65 380726.99

30 3050355.58 380949.25

31 3049931.32 381373.51

32 3049376.99 381603.13

33 3047702.16 381603.13

34 3046814.03 381971.00

35 3046561.08 382223.95

36 3046351.90 382771.29

37 3046678.20 393076.80

38 3046853.57 393085.65

39 3047003.88 393093.23

40 3047179.25 393102.08

41 3046871.21 383373.28

42 3047161.65 382613.33

43 3047395.32 382379.66

44 3048062.93 382103.13

45 3049999.07 382103.13

46 3050327.84 381966.95

47 3050949.02 381345.77

48 3051178.75 380791.14

49 3050810.67 378920.82

50 3050863.89 377658.11

51 3051224.91 376395.80

52 3050712.01 371923.67

53 3050859.59 370666.85

54 3051648.68 368491.34

55 3051460.19 367142.13

56 3051034.55 366340.01

57 3050768.30 365627.02

58 3050544.32 364024.29

59 3050188.74 362926.51

60 3049228.10 361953.28

61 3048727.08 360542.14

62 3048566.70 359422.64

63 3048862.11 357839.96

64 3048988.74 357614.28

65 3049854.50 356697.36

66 3052726.60 354861.60

67 3053836.19 351132.18

68 3053241.16 347929.39

69 3052561.52 345858.72

70 3052561.52 344582.30

71 3053152.33 343713.85

72 3053894.83 341052.38

73 3053894.83 339379.03

74 3054057.03 338406.07

75 3055080.60 335421.58

76 3055703.57 334390.62

77 3058178.59 331810.81

KENNEBEC RIVER

PHIPPSBURG TO BATH, MAINE

27-FOOT CHANNEL

STATE PLANE (1802 WEST ZONE) NAD 1983

CHANNEL COORDINATES

BLUFF

HEAD

ATLANTIC

OCEAN

ARROWSIC

ISLAND

ARROWSIC

ISLAND

ARROWSIC

ISLAND

DOUBLING POINT SHOAL

SEE SHEET C-101 AND C-103

BACK

RIVER

BACK

RIVER

POPHAM BEACH SHOAL

SEE SHEET C-102

SCALE: 1' = 3000'

GENERAL PLAN

A N

S I F

G-002

0 6000'3000'

GC-5

RN-6

10/11/16 E 3055795.04

N 333223.16 43°-44'-48.9"N

69°-46'-36.2"W

N 334528.01

E 3055529.33 69°-46'-39.7"W

43°-45'-01.7"N 10/13/16

GC-29

N 383336.49

E 3046335.77 69°-48-42.1"W 10/04/16

43°-53'-04.2"N

# EASTING NORTHING

LEGEND

DESCRIPTION SYMBOL

N 385170.10

E 3046427.85

4 3050632.59 375619.39

3 3050575.24 375119.40

2 3051078.52 375119.40

1 3051135.86 375619.38

BEACH

POPHAM

POINT

DOUBLING

4 3056030.64 321530.54

3 3054830.55 320630.65

2 3053930.66 321830.73

1 3055130.75 322730.62

WORKS

BATH IRON

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DISPOSAL LIMIT COORDINATES

STATE PLANE NAD 1983 (WEST ZONE 1802)

DOUBLING POINT SHOAL DISPOSAL SITE

KENNEBEC RIVER, BATH, MAINE

DISPOSAL LIMIT COORDINATES

STATE PLANE NAD 1983 (WEST ZONE 1802)

POPHAM BEACH SHOAL DISPOSAL SITE

KENNEBEC RIVER, PHIPPSBURG, MAINE

NO.

INDEX OF NAVIGATION AIDS

DATE

COORDINATES

STATE PLANE

POSITION

GEOGRAPHIC

SEE NOTE 9

NEARSHORE PLACEMENT SITE (POPHAM BEACH)

DREDGE LIMIT COORDINATES

CHANNEL COORDINATES

REQUIRED DREDGING DEPTH CONTOUR

CHANNEL CENTERLINE

NAVIGATION AIDS

(SECTION ONLY)

(OPTIONAL BID ITEM)

ALLOWABLE OVERDEPTH

(OPTIONAL BID ITEM)

MATERIAL REQUIRED TO BE DREDGED

(SECTION ONLY)

(BASE BID ITEMS)

ALLOWABLE OVERDEPTH

(BASE BID ITEMS)

MATERIAL REQUIRED TO BE DREDGED

GENERAL NOTES:

9. SEE SPECIFICATION SECTION 35 20 23 FOR DISPOSAL SITE MAPS.

REFER TO SURVEY NO. 16-1424

SURVEYED BY: FREDERICK W. PERRY AND CREW

8. FIELD BOOKS: R&H 4541 AND 4542

CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.

RESULTS OF SURVEYS MADE ON THE DATES INDICATED, AND CAN ONLY BE

7. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE

VOLUME CALCULATION PURPOSES.

DEPICTED ON THESE MAPS SHOULD NOT BE USED FOR

SURVEYS CONDUCTED FROM SEPTEMBER THRU OCTOBER 2016. THE DATA

THE SHOALEST SOUNDINGS OF THOSE OBTAINED FROM HYDROGRAPHIC

6. THE SOUNDING INFORMATION SHOWN ON THESE MAPS REPRESENTS

SHOAL AND STA. SNOW (2009) FOR DOUBLING POINT SHOAL.

THE RTK BASE STATIONS USED WERE STA. BM 2 (1942) FOR POPHAM BEACH

RECORDED UTILIZING A TRIMBLE SPS 855 GPS SYSTEM.

AT 200 KHZ. HORIZONTAL POSITIONING AND REAL TIME TIDE READINGS WERE

5. SURVEY WAS PERFORMED USING AN ODOM MK 3 ECHO SOUNDER OPERATING

AND ARE BASED ON U.S. SURVEY FEET.

SYSTEM FOR THE STATE OF MAINE (WEST ZONE 1802), NAD 1983

4. COORDINATES SHOWN ARE BASED ON THE TRANSVERSE MERCATOR GRID

AVERAGE RANGE OF TIDE IS 8.4 FEET AT HUNNIWELL POINT AND 6.4 FEET AT BATH.

NO TIDE GAUGES WERE USED ON THIS PROJECT.

NAVD88 TO CONVERT TO MLLW.

NAVD88 IS ABOVE MLLW; THEREFORE CORRECTIONS SHOULD BE ADDED TO

AND 2.14 FEET FOR RICHMOND.

THE CORRECTIONS ARE 4.76 FEET FOR HUNNIWELL POINT, 3.55 FEET FOR BATH,

02/28/2006), AND RICHMOND, KENNEBEC RIVER (STATION ID 8417208, 02/27/2006).

(STATION ID 8417177, 02/27/2006), BATH, KENNEBEC RIVER (STATION ID 8417227,

VICINITY OF NOAA BENCH MARKS AT HUNNIWELL POINT, KENNEBEC RIVER

FILE WAS CREATED FROM CORRECTIONS ESTABLISHED OR PUBLISHED IN THE

3. BENCH MARK DATA: TIDES WERE RECORDED USING RTK GPS. A HYPACK KTD

OTHERWISE NOTED AND SHOULD BE USED AS A GENERAL REFERENCE ONLY.

SHORELINE, BRIDGES, PIERS, ETC., IS LOCATED APPROXIMATE UNLESS

AND/OR NOAA CHART NOS. 13295 AND 13296. ALL TOPOGRAPHY, INCLUDING

2. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS, AERIAL IMAGERY

CONSIDERED NEGATIVE.

ARE BELOW THE REFERENCE PLANE OF MLLW, AND SHOULD BE

THE REFERENCE PLANE OF MLLW. SOUNDINGS WITHOUT A SIGN

TIDAL EPOCH. SOUNDINGS NOTED WITH A (+) ARE ABOVE

MEAN LOWER LOW WATER (MLLW) AND IS BASED ON THE 1983-2001

1. SOUNDINGS ARE IN FEET AND TENTHS. THE REFERENCE PLANE IS

SEE NOTE 9

(DOUBLING POINT)

IN-RIVER PLACEMENT SITE

J A

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W J -1

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78.2

77.4

77.2

76.0 75.6

75.5

75.4

75.3

75.0

74.9 74.9

74.9

74.4

74.3

74.1

73.9 73.9

73.8 73.8

73.8

73.7

73.6

73.1

73.0

72.9

72.8 72.8

72.7

72.6

72.5

72.4

72.1

72.0

71.8

71.5

71.2

71.1

70.9

70.7

70.3

69.6

69.4

69.2

68.7

68.5

68.4

68.3

68.1

67.8

67.5

67.3

67.1

66.7

66.2

65.4

65.3

65.2

65.0

64.9

64.7

64.6

64.5

64.4

64.3

64.1

64.0

63.9

63.8

63.7

63.5

63.4

63.3

62.9 62.7

62.6

62.5

62.4

62.3

62.2

62.1

61.9 61.9

61.9

61.8

61.6

61.4

61.3

61.2

61.1

61.1 60.9

60.8

60.6 60.5

60.4

60.3

60.2

59.6

59.5

59.2

59.1

59.0

58.9

58.8

58.7

58.5

58.3

58.0

57.7

57.6

57.5 57.5

57.5

57.4

57.3

57.2

57.0

56.9

56.7

56.6

56.5

56.4

56.3

56.2

56.1

56.0

55.8

55.7

55.5

55.5 55.5

55.4

55.3 55.3

55.3

55.2

55.1 55.1

54.8

54.7

54.6

54.5

54.4

54.4 54.3

54.2

54.1

53.8

53.7

53.6

53.5

53.4

53.3

53.2

53.1

53.0

52.9

52.8

52.7 52.7

52.6

52.5

52.3

52.2

52.1

52.0

51.9

27-FOOT CHANNEL

51.8

51.6

51.5

51.4

51.3

51.2

51.1

51.0

50.9

50.8

50.7

50.6 50.6

50.6

50.5

50.4

50.3

50.2

50.1

50.0

49.9

49.8

49.6

49.5

49.4

49.3

49.1

49.0

49.0 48.9

48.9

48.8

48.6

48.5

48.4

48.3

48.2

48.1

48.0

47.9

47.8

47.7

47.6

47.5

47.4

47.3

47.2

47.0

46.9

46.8

46.7

46.6

46.5

46.3

46.1

45.9

45.8

45.7

45.6

45.5

45.4

45.3

45.2

45.1

45.0

44.9 44.8 44.8

44.7

44.6

44.5

44.4

44.3

44.2

44.1

44.0

43.9

43.8

43.7

43.6

43.5

43.4

43.3

43.2

43.1

43.0

42.9

42.8

SEAWARD LIMIT OF DREDGING

42.7

42.6

42.6 42.6

42.6

42.5

42.5 42.5

42.5

42.3

42.2

42.1

42.0

41.9

41.8

41.7

41.6

41.6 41.6

41.6

41.5

41.4

41.3

41.2

41.1

41.0

40.9

40.8

40.7

40.6

40.5

40.5 40.5

40.5

40.4

40.3

40.2

40.1

39.9

39.8

39.7

39.6

39.5

39.4

39.3

39.2 39.2

39.2

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.8

38.7

38.6

38.6 38.6

38.6

38.5

38.4

38.3 38.3

38.3

38.2

38.1

38.0

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.7

37.6

37.5

37.4

37.4 37.4

37.4

37.3

37.2

37.2 37.2

37.2

37.1

37.0

37.0 37.0

37.0

36.9

36.9 36.9

36.9

36.8

36.7

36.7 36.7

36.7

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.5

36.5 36.5

36.5

36.5 36.5

36.5

36.4

36.4 36.4

36.4

36.3

36.3 36.3

36.3

36.3 36.3

36.3

36.2

36.2 36.2

36.2

36.1

36.1 36.1

36.1

36.0

36.0 36.0

36.0

35.9

35.9 35.9

35.9

35.8

35.8 35.8

35.8

35.7

35.6

35.6 35.6

35.6

35.6 35.6

35.6

35.5

35.4

35.4 35.4

35.4

35.3

35.2

35.2 35.2

35.2

35.2 35.2

35.2

35.2 35.2

35.2

35.1 35.1

35.1

35.1 35.1

35.1

35.1 35.1

35.1

35.0 35.0

35.0

34.9

34.9 34.9

34.9

34.9 34.9

34.9

34.8

34.7

34.7 34.7

34.7

34.7 34.7

34.7

34.6

34.6 34.6

34.6

34.5 34.5

34.5

34.5 34.5

34.5

34.5 34.5

34.5

34.5 34.5

34.5

34.4

34.4 34.4

34.4

34.3

34.3 34.3

34.3

34.3 34.3

34.3

34.2

34.2 34.2

34.1 34.1

34.1

34.0

34.0 34.0

34.0

34.0 34.0

34.0

33.9

33.9 33.9

33.9

33.8

33.8 33.8

33.8

33.7

33.6

33.5

33.5 33.5

33.5

33.5 33.5

33.5

33.5 33.5

33.5

33.5 33.5

33.5

33.4

33.4 33.4

33.4

33.4 33.4

33.4

33.3

33.3 33.3

33.3

33.3 33.3

33.3

33.3 33.3

33.3

33.3 33.3

33.3

33.2

33.1

33.1 33.1

33.1

33.0

33.0 33.0

33.0

33.0 33.0

33.0

33.0 33.0

33.0

33.0 33.0

32.9

32.9 32.9

32.9

32.9 32.9

32.9

32.9 32.9

32.9

32.9 32.9

32.9

32.8

32.8 32.8 32.8

32.8

32.8 32.8 32.8

32.8

32.7

32.7 32.7

32.7

32.6

32.6 32.6

32.6

32.6 32.6

32.6

32.6 32.6

32.6

32.5

32.5 32.5

32.5

32.5 32.5

32.5

32.4

32.4 32.4

32.4

32.4 32.4

32.4

32.4 32.4

32.4

32.4 32.4

32.4

32.4 32.4

32.3

32.3 32.3

32.3

32.2

32.2 32.2

32.2

32.2 32.2

32.2

32.1

32.1 32.1

32.1

32.1 32.1

32.1

32.1 32.1

32.1

32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.0

32.0

31.9

31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.7

31.6 31.6

31.6

31.5 31.5

31.5

31.4

31.3

N 383420.97

E 3046372.47

31.2

31.2 31.2

31.2

31.1

31.0

31.0 31.0

31.0

30.9

30.9 30.9

30.9

30.8

30.8 30.8

30.8

30.7

30.6

30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.5

30.5

30.4

30.4 30.4

30.4

30.3 30.3

30.3

30.3 30.3

30.3

30.2

30.2 30.2

30.2

30.1

30.1 30.1

30.1

30.0

30.0 30.0

30.0

30.0 30.0

30.0

29.9

29.9 29.9

29.9

29.9 29.9

29.8

29.7

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.5 29.5

29.5

29.4

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.2

29.1

29.0

29.0 29.0

29.0

28.9

28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.7 28.7

28.7

28.6

28.5

28.4

28.4 28.4

28.4

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.2

28.1

28.0 28.0 28.0

28.0

28.0 28.0

28.0

27.9

27.8

27.7

27.7 27.7

27.7

27.7 27.7

27.7

27.6

27.5

27.4

27.3

27.3 27.3

27.3

27.2

27.1

27.0

26.9 26.9

26.9

26.9 26.9

26.9

26.8

26.7

26.7 26.7

26.7

26.6

26.5

26.4

26.4 26.4 26.4

26.4

26.3

26.3 26.3

26.3

26.2

26.2 26.2

26.2

26.1

26.0

25.9

25.8

25.7

25.6

25.5

25.4

25.3

25.2

25.1

25.0

24.9

24.9 24.9

24.8

24.7

24.7 24.7 24.7

24.7

24.6

24.5

24.5 24.5

24.5

24.4

24.3

24.2

24.2 24.1

24.1

24.0

23.9

23.9 23.8

23.8

23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8 22.8

22.5

22.4

21.8

21.7

21.6

21.2

21.1

20.6

20.5

20.3

20.0

19.6

19.5

18.8

18.4

E 3046000

ARROWSIC ISLAND

BATH

E 3047000

E 3046000

K E N N E B E C R IV E R

UPSTREAM LIMIT OF DREDGING

N 386,253.72

E 3,046,962.41

N 386,269.54

E 3,046,462.66

GC-29

RN-28

N 383405.15

E 3046872.22

100' 200'0

C-101

A N

S I F

FLOOD

EBB

C-101

C U

L L E

K E

L L E

Y W

W A

L K

E R

W A

L K

E R

SCALE: 1" = 100'

A T

O S

T A

APPROXIMATELY 2.5 MILES DOWNSTREAM.

PLACED AT THE IN-RIVER PLACEMENT SITE

3. ALL MATERIAL SHOWN ON THIS PLAN SHALL BE

BASE BID ITEM NO. 0002.

AS SHOWN ON THIS SHEET CORRESPONDS WITH

2. BASE BID MATERIAL REQUIRED TO BE DREDGED

1. FOR GENERAL NOTES SEE SHEET G-002.

NOTES:

PLAN - DOUBLING POINT SHOAL - STA. 596+50 TO STA. 625+00

P L

A N D

O U

B L

G P

T S

H O

A L

J A

N U

A R

J A

N U

A R

J A

N U

A R

C S

A T

O S

C-301

E 3056000 E 3056000

E 3055000 E 3055000

N 334954.44

E 3054712.22

SEAWARD LIMIT

OF DREDGING

75.8

75.6

74.4

74.0

73.7

73.6

73.2

73.1

72.8

72.6

72.5

72.4

72.1

72.0

72.0 71.8

71.7

71.6

71.5

71.3

70.9

70.7

70.4

70.1

69.9

69.8

69.7

69.5

69.3

69.2

69.0

68.8

68.7

68.1

67.9

67.7

67.6

67.5

67.3

67.1

66.9

66.8

66.7

66.6

66.5

66.4

66.3

66.2

66.0

65.9

65.8

65.7

65.4

65.2

65.1

65.0

64.9

64.8

64.7

64.6

64.5

64.4

64.3

64.2

64.1

63.7

63.7 63.5

63.5 63.5

63.4

63.1

63.0

62.9

62.7

62.5

62.3

62.2

62.1

62.0

61.9

61.8

61.7

61.5

61.4

61.3

61.2

61.1

61.0

60.9

60.5

60.4

60.3

60.1

60.0

59.9

59.6

59.4

59.3

59.2

59.1

59.0

58.9

58.8

58.7

58.6

58.5

58.3

58.2

57.9

57.8

57.8 57.6

57.5

57.4

57.3

57.2

57.1

57.0

56.9

56.7

56.6

56.4

56.3

56.0

55.8

55.7

55.5

55.4

55.3

55.2

55.1

55.0

54.9

54.7

54.6

54.5

54.4

54.3

54.2

54.1

54.0

53.9

53.8

53.7

53.6

53.5

53.4

53.3

53.1

53.0

52.8

52.7

52.6

52.5

52.4

52.3

52.2

52.1

52.0

51.9

51.8

51.7

51.6

51.4

51.3

51.2

51.1

51.0

50.8

50.7

50.6

50.5

50.4

50.4 50.4

50.3

50.2

50.0

49.9

49.8

49.7

49.6

49.5

49.4

49.4 49.3

49.3

49.2

49.1

49.0

48.8

48.7

48.6

48.5

48.4

48.3

48.2

48.2 48.1

48.1

48.0

47.9

47.8

47.7

47.6

47.5

47.4

47.3

47.2

47.1

47.0

46.9

46.9 46.9

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

45.0

44.9

44.8

44.7

44.6

44.5

44.4

44.3

44.2

44.1

44.0

43.9

43.8

43.7

43.6

43.5

43.4

43.3

43.2

43.1

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

40.5 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

38.3

38.2

38.1

38.1 38.0

38.0

37.9

37.8

37.8 37.8

37.8

37.7

37.6

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

36.3 36.3

36.3

36.2

36.1

36.0

36.0 36.0

36.0

35.9

35.8

35.7

35.6

35.5

35.5 35.5

35.5

35.4

35.3

35.2

35.1

35.1 35.0

35.0

34.9

34.8

34.8 34.8

34.8

34.7

34.6

34.5

34.4

34.3

34.2

34.1

34.1 34.1

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

32.6 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

31.1 31.1

31.0

31.0 31.0

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

28.3 28.3

28.3

28.2

28.1

28.0

27.9

27.8

27.7

27.6

27.5

27.5 27.5

27.5

27.4

27.3

27.2

27.1

27.0

26.9

26.8

26.7

26.6

26.5

26.5 26.5

26.5

26.4

26.3

26.2

26.1

26.0

25.9

25.8

25.7

25.6

25.5

25.4

25.3

25.2

25.1

25.0

24.9

24.9 24.9

24.9

24.8

24.7

24.6

24.5

24.5 24.5

24.4

24.3

24.3 24.3

24.3

24.2

24.1

24.0

23.9

23.9 23.9

23.9

23.8

23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8

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

19.6

19.5

19.4

19.3

19.2

19.1

19.0

18.9

18.8

18.7

18.4

18.4 18.3

18.3

18.1

18.0

17.9

17.7

17.6

17.5

17.4

17.3

17.1

17.1 17.0

17.0

16.8

16.7

16.6

16.4

16.3

16.1

16.0

15.8

15.7

15.5

15.3

15.2

15.0

14.7

14.5

14.2

13.3

12.7

11.5

11.0

10.8

10.6

10.1

9.1

8.4

6.5

4.6

K E

N N

E B

V E

CABLE AREA

BAY

POINT

GEORGETOWN

ISLAND

PHIPPSBURG

NORTH

SUGARLOAF

ISLAND

CABLE AREA

27-FOOT CHANNEL

N 334561.10

E 3054847.12

N 334390.62

E 3055703.57

UPSTREAM LIMIT

OF DREDGING

N 333,088.28

E 3,056,260.11

N 333,434.43

E 3,056,620.91

PILES

RN-6

GC-5

C-301

N 335186.79

E 3055222.47

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 11 12 13

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

S C

A L E

S H

E E

T O

D R

A W

G C

O D

T H A

N D P

P S

B U

R G

M A

-F

O O

T C

H A

N N

E L P

O P

H A

M B

E A

C H S

H O

A L

-F

O O

T C

H A

N N

E L

D O

U B

G P

T S

H O

A L

M A

T E

N A

N C

E D

R E

D G

G K

E N

N E

B E

C R

E R of Engineers

US Army Corps

W J -1

-B -0

O D

BNN

S I F

C-102

SCALE: 1" = 100'

C U

L L E

K E

L L E

Y W

W A

L K

E R

W A

L K

E R

S T

A T

O S

T A

NOTES:

PLAN - POPHAM BEACH SHOAL - STA. 22+50 TO STA. 46+00

P L

A N P

O P

H A

M B

E A

C H S

H O

A L

SITE APPROXIMATELY 4 MILES FROM DREDGING AREA.

SHALL BE PLACED AT NEARSHORE PLACEMENT

3. ALL DREDGE MATERIAL SHOWN ON THIS PLAN

BASE BID ITEM NO. 0003.

AS SHOWN ON THIS SHEET CORRESPONDS WITH

2. BASE BID MATERIAL REQUIRED TO BE DREDGED

1. FOR GENERAL NOTES SEE SHEET G-002.

J A

N U

A R

J A

N U

A R

J A

N U

A R

C S

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 11 12 13

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

S C

A L E

S H

E E

T O

D R

A W

G C

O D

T H A

N D P

P S

B U

R G

M A

-F

O O

T C

H A

N N

E L P

O P

H A

M B

E A

C H S

H O

A L

-F

O O

T C

H A

N N

E L

D O

U B

G P

T S

H O

A L

M A

T E

N A

N C

E D

R E

D G

G K

E N

N E

B E

C R

E R of Engineers

US Army Corps

W J -1

-B -0

78.2

77.4

77.2

76.0 75.6

75.5

75.4

75.3

75.0

74.9 74.9

74.9

74.4

74.3

74.1

73.9

73.8 73.8

73.8

73.7

73.6

73.1

73.0

72.9

72.8

72.7

72.6

72.5

72.4

72.1

72.0

71.8

71.5

71.2

71.1

70.9

70.7

70.3

69.6

69.4

69.2

68.7

68.5

68.4

68.3

68.1

67.8

67.5

67.3

67.1

66.7

66.2

65.4

65.3

65.2

65.0

64.9

64.8

64.7

64.6

64.5

64.4

64.3

64.1

64.0

63.9

63.8

63.7

63.5

63.4

63.3

63.1

62.9 62.7

62.6

62.5

62.4

62.3

62.2

62.1

61.9 61.9

61.9

61.8

61.6

61.4

61.3

61.2

61.1

61.1 60.9

60.8

60.6 60.5

60.4

60.3

60.2

59.6

59.5

59.2

59.1

59.0

58.9

58.8

58.7

58.5

58.3

58.0

57.7

57.6

57.5 57.5

57.5

57.4

57.3

57.2

57.0

56.9

56.7

56.6

56.5

56.4

56.3

56.2

56.1

56.0

55.9

55.8

55.7

55.5

55.5 55.5

55.4

55.3 55.3

55.3

55.2

55.1 55.1

54.8

54.7

54.6

54.5

54.4

54.4 54.3

54.2

54.1

53.8

53.7

53.6

53.5

53.4

53.3

53.2

53.1

53.0

52.9

52.8

52.7 52.7

52.6

52.5

52.3

52.2

52.1

52.0

51.9

27-FOOT CHANNEL

(MAINTAINED TO 30-FEET UNDER

OPTIONAL BID ITEM NO. 0004)

51.8

51.6

51.5

51.4

51.3

51.2

51.1

51.0

50.9

50.8

50.7

50.6 50.6

50.6

50.5

50.4

50.3

50.2

50.1

50.0

49.9

49.8

49.6

49.5

49.4

49.3

49.1

49.0

49.0 48.9

48.9

48.8

48.6

48.5

48.4

48.3

48.2

48.1

48.0

47.9

47.8

47.7

47.6

47.5

47.4

47.3

47.2

47.0

46.9

46.8

46.7

46.6

46.5

46.3

46.1

45.9

45.8

45.7

45.6

45.5

45.4

45.3

45.2

45.1

45.0

44.9 44.8 44.8

44.7

44.6

44.5

44.4

44.3

44.2

44.1

44.0

43.9

43.8

43.7

43.6

43.5

43.4

43.3

43.2

43.1

43.0

42.9

42.8

SEAWARD LIMIT OF DREDGING

42.7

42.6

42.6 42.6

42.6

42.5

42.5 42.5

42.5

42.3

42.2

42.1

42.0

41.9

41.8

41.7

41.6

41.6 41.6

41.6

41.5

41.4

41.3

41.2

41.1

41.0

40.9

40.8

40.7

40.6

40.5

40.5 40.5

40.5

40.4

40.3

40.2

40.1

39.9

39.8

39.7

39.6

39.5

39.4

39.3

39.2 39.2

39.2

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.8

38.7

38.6

38.6 38.6

38.6

38.5

38.4

38.3 38.3

38.3

38.2

38.1

38.0

38.0 38.0

38.0

37.9

37.9 37.9

37.9

37.8

37.8 37.8

37.8

37.7

37.6

37.5

37.4

37.4 37.4

37.4

37.3

37.2

37.2 37.2

37.2

37.1

37.0

37.0 37.0

37.0

36.9

36.9 36.9

36.9

36.8

36.7

36.7 36.7

36.7

36.6

36.6 36.6

36.6

36.6 36.6

36.6

36.5

36.5 36.5

36.5

36.5 36.5

36.5

36.4

36.4 36.4

36.4

36.3

36.3 36.3

36.3

36.3 36.3

36.3

36.2

36.2 36.2

36.2

36.1

36.1 36.1

36.1

36.0

36.0 36.0

36.0

35.9

35.9 35.9

35.9

35.8

35.8 35.8

35.8

35.7

35.6

35.6 35.6

35.6

35.6 35.6

35.6

35.5

35.4

35.4 35.4

35.4

35.3

35.2

35.2 35.2

35.2

35.2 35.2

35.2

35.2 35.2

35.2

35.1 35.1

35.1

35.1 35.1

35.1

35.1 35.1

35.1

35.0 35.0

35.0

34.9

34.9 34.9

34.9

34.9 34.9

34.9

34.8

34.7

34.7 34.7

34.7

34.7 34.7

34.7

34.6

34.6 34.6

34.6

34.5 34.5

34.5

34.5 34.5

34.5

34.5 34.5

34.5

34.5 34.5

34.5

34.4

34.4 34.4

34.4

34.3

34.3 34.3

34.3

34.3 34.3

34.3

34.2

34.2 34.2

34.2

34.1 34.1

34.1

34.0

34.0 34.0

34.0

34.0 34.0

34.0

33.9

33.9 33.9

33.9

33.8

33.8 33.8

33.8

33.7

33.6

33.5

33.5 33.5

33.5

33.5 33.5

33.5

33.5 33.5

33.5

33.5 33.5

33.5

33.4

33.4 33.4

33.4

33.4 33.4

33.4

33.3

33.3 33.3

33.3

33.3 33.3

33.3

33.3 33.3

33.3

33.3 33.3

33.3

33.2

33.1

33.1 33.1

33.1

33.0

33.0 33.0

33.0

33.0 33.0

33.0

33.0 33.0

33.0

33.0 33.0

32.9

32.9 32.9

32.9

32.9 32.9

32.9

32.9 32.9

32.9

32.9 32.9

32.9

32.8

32.8 32.8 32.8

32.8

32.8 32.8 32.8

32.8

32.7

32.7 32.7

32.7

32.6

32.6 32.6

32.6

32.6 32.6

32.6

32.6 32.6

32.6

32.5

32.5 32.5

32.5

32.5 32.5

32.5

32.4

32.4 32.4

32.4

32.4 32.4

32.4

32.4 32.4

32.4

32.4 32.4

32.4

32.4 32.4

32.3

32.3 32.3

32.3

32.2

32.2 32.2

32.2

32.2 32.2

32.2

32.1

32.1 32.1

32.1

32.1 32.1

32.1

32.1 32.1

32.1

32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.0

32.0

31.9

31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.7

31.6 31.6

31.6

31.5 31.5

31.5

31.4

31.3

N 383420.97

E 3046372.47

31.2

31.2 31.2

31.2

31.1

31.0

31.0 31.0

31.0

30.9

30.9 30.9

30.9

30.8

30.8 30.8

30.8

30.7

30.6

30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.5

30.5

30.4

30.4 30.4

30.4

30.3 30.3

30.3

30.3 30.3

30.3

30.2

30.2 30.2

30.2

30.1

30.1 30.1

30.1

30.0

30.0 30.0

30.0

30.0 30.0

30.0

29.9

29.9 29.9

29.9

29.9 29.9

29.8

29.7

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.5 29.5

29.5

29.4

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.2

29.1

29.0

29.0 29.0

29.0

28.9

28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.7 28.7

28.7

28.6

28.5

28.4

28.4 28.4

28.4

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.2

28.1

28.0 28.0 28.0

28.0

28.0 28.0

28.0

27.9

27.8

27.7

27.7 27.7

27.7

27.7 27.7

27.7

27.6

27.5

27.4

27.3

27.3 27.3

27.3

27.2

27.1

27.0

26.9 26.9

26.9

26.9 26.9

26.9

26.8

26.7

26.7 26.7

26.7

26.6

26.5

26.4

26.4 26.4 26.4

26.4

26.3

26.3 26.3

26.3

26.2

26.2 26.2

26.2

26.1

26.0

25.9

25.8

25.7

25.6

25.5

25.4

25.3

25.2

25.1

25.0

24.9

24.9 24.9

24.8

24.7

24.7 24.7 24.7

24.7

24.6

24.5

24.5 24.5

24.5

24.4

24.3

24.2

24.2 24.1

24.1

24.0

23.9

23.9 23.8

23.8

23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8 22.8

22.5

22.4

21.8

21.7

21.6

21.2

21.1

20.6

20.5

20.3

20.0

19.6

19.5

18.8

18.4

E 3046000

BATH

ARROWSIC ISLANDARROWSIC ISLAND

UPSTREAM LIMIT OF DREDGING

N 386,269.54

K E N N E B E C R IV E R

E 3047000

E 3046000

E 3,046,462.66

N 386,253.72

E 3,046,962.41

GC-29

RN-28

N 383405.15

E 3046872.22

FLOOD

EBB

SCALE: 1" = 100'

C U

L L E

K E

L L E

Y W

W A

L K

E R

W A

L K

E R

A N

S I F

C-103

S T

A T

O S

T A

PLAN - DOUBLING POINT SHOAL - OPTIONAL BID ITEM NO. 0004 - STA. 596+50 TO STA. 625+00

P L

A N D

O U

B L

G P

T S

H O

A L

O P

N A

L B

I T

E M N

NOTES:

APPROXIMATELY 2.5 MILES DOWNSTREAM.

PLACED AT THE IN-RIVER PLACEMENT SITE

3. ALL MATERIAL SHOWN ON THIS PLAN SHALL BE

OPTIONAL BID ITEM NO. 0004.

AS SHOWN ON THIS SHEET CORRESPONDS WITH

2. OPTIONAL BID ITEM MATERIAL TO BE DREDGED

1. FOR GENERAL NOTES SEE SHEET G-002.

J A

N U

A R

J A

N U

A R

J A

N U

A R

J A

N U

A R

C S

A T

O S

C-301

A T

N N

D E

N E

D B

D E

S C

M A

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File details come from the government source that posted it. Updated Nov 14, 2017.