Plans.pdf

PDF 7 MB Posted Dec 19, 2016

Attached to: Federal Maintenance Dredging, 18-Foot Federal Channel, Housatonic River, Stratford, with Placement of Dredged Material onto Hammonasset Beach State Park, Madison CT
Solicitation number: W912WJ-17-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District New England

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PLANS

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Other files

File	Type	Posted
Bid_Abstract.pdf	PDF	Mar 2, 2017
Bid_Opening_Snapsheet.pdf	PDF	Feb 22, 2017
Special_Use_License_Housatonic_Hammonasset_ROE_16Dec16.pdf	PDF	Feb 8, 2017
Amendment_W912WJ-17-B-0002-0003.pdf	PDF	Feb 8, 2017
2013-Afterdredge-Survey-HOU514.pdf	PDF	Feb 8, 2017
1975_Afterdredge_Survey.pdf	PDF	Feb 8, 2017
Amendment_W912WJ-17-B-0002-0002.pdf	PDF	Feb 8, 2017
Amendment_W912WJ-17-B-0002-0002.pdf	PDF	Feb 6, 2017
Amendment_W912WJ-17-B-0002-0001.pdf	PDF	Jan 19, 2017
Solicitation_W912WJ-17-B-0002.pdf	PDF	Dec 19, 2016
SPECS.pdf	PDF	Dec 19, 2016
HOU0216_v.xyz	XYZ file	Dec 19, 2016

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R pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Connecticut/Housatonic River/Maintenance Dredging FY16/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Cover Sheet and Index to Drawings

G-001 07-SEP-2016 07:23 MicroStation

B A

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A N

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G-001

MASSACHUSETTS

NEW

HAMPSHIRE

MAINE

VT.

CONN.

R.I.

HARTFORD

PROV.

CAPE

COD

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

AUGUSTA

BANGOR

ATLANTIC

OCEAN

CANADA

SOUND

ISLAND

LONG

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H MILFORD

STRATFORD

MEMORIAL AIRPORT

IGOR I. SIKORSKY

POINT

MILFORD

B R E A K

W A

O U

BRIDGE

HIGHWAY

WASHINGTON

RIVER

HOUSATONIC18-FOOT CHANNEL

C2 C6

VICINITY MAP VICINITY MAP

SCALE: NOT TO SCALE SCALE: NOT TO SCALE

STRATFORD AND MILFORD, CONNECTICUT

HOUSATONIC RIVER

MAINTENANCE DREDGING

of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

G-002

C-101

C-102

C-103

C-104

C-105

C-106

C-107

PLAN AND SECTION - STA. -12+00 TO STA. 19+10

PLAN AND SECTION - STA. 19+10 TO STA. 49+20

PLAN AND SECTION - STA. 49+20 TO STA. 74+25

PLAN AND SECTION - STA. 74+25 TO STA. 105+75

PLAN AND SECTION - STA. 105+75 TO STA. 135+80

PLAN AND SECTION - STA. 135+80 TO STA. 169+75

PLAN AND SECTION - STA. 169+75 TO STA. 184+00

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

HOU-516_G-001.DGN

HOU-516_G-002.DGN

HOU-516_C-101.DGN

HOU-516_C-102.DGN

HOU-516_C-103.DGN

HOU-516_C-104.DGN

HOU-516_C-105.DGN

HOU-516_C-106.DGN

HOU-516_C-107.DGN

C-108 HOU-516_C-108.DGN

APPROXIMATELY 33 MILES

DISPOSAL SITE

HAMMONASSET STATE PARK

M .C

U L L E

L .T

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W912WJ-16-B-0014

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LEGEND AND FEDERAL CHANNEL COORDINATES

GENERAL NOTES, SEDIMENT SAMPLE LOCATIONS,

GENERAL PLAN, INDEX TO NAVIGATION AIDS,

LOCATION MAP AND VICINITY MAP

COVER SHEET, INDEX TO DRAWINGS,

BEACH PLACEMENT SITE PLAN, TYPICAL SECTION AND DETAIL

HAMMONASSET STATE PARK

BEACH

HAMMONASSET

LOCATION MAP

SCALE: NOT TO SCALE

MADISON

CLINTON

RIDGEWOOD

GROVE BEACH

LONG ISLAND SOUND

HARBOR

CLINTON

BEACH STATE PARK

HAMMONASSET

G W

O R

T H T

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M E

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RAILROAD

SHORE LINE EAST

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SEPTEMBER 2016

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MILFORD

STRATFORD IGOR I. SIKORSKY

MEMORIAL AIRPORT

STRATFORD

POINT

MILFORD

POINT

POPES ISLAND

LONG ISLAND

CARTING ISLAND

PEACOCK

ISLAND

LONG

ISLAND

SOUND

INTERSTATE 95

BRIDGE

E 890000

E 900000

E 910000

NELLS ISLAND

RAILROAD

BRIDGE

INDEX OF NAVIGATION AIDS

COORDINATES

STATE PLANE

POSITION

GEOGRAPHIC

NO. DATE

DESCRIPTION SYMBOL

LEGEND

RN-16

RN-18

RN-12

RN-14

GC-23

GC-19

GC-21

RN-10

GC-9

GC-1A

RN-4

RN-8

BELL

FL G-1

UPSTREAM LIMIT OF DREDGING

18-FOOT CHANNEL

SHEET

C-106

SHEET

C-107

SHEET

C-105

SHEET

C-104

SHEET

C-103

SHEET

C-102

SHEET

C-101

7-FOOT CULVERS BAR

7-FOOT MILL BAR

HOUSATONIC RIVER,

CONNECTICUT

18-FOOT CHANNEL

STATE PLANE NAD 1983

# EASTING NORTHING

1 905126.04 618891.86

2 902852.73 620795.73

3 900021.09 623478.03

4 897485.54 625295.95

5 897199.79 626071.38

6 897166.16 627565.44

7 897706.42 629415.68

8 897970.57 629737.80

9 899286.49 630323.40

10 899706.39 630823.30

11 900607.57 633810.75

35 900808.01 633782.67

36 899849.39 630604.86

37 899514.23 630205.84

38 898196.99 629619.65

39 897851.21 629197.97

40 897366.81 627539.04

41 897395.52 626263.24

42 897655.95 625556.53

43 897910.31 625237.49

44 900148.72 623632.61

45 902985.83 620945.13

46 905254.45 619045.19

A 900229.05 632551.24

B 900420.53 632493.47

HOUSATONIC RIVER

E 890000

02/04/16

02/09/16

N 618000.24

E 906206.60

N 619053.48

E 904743.67

N 619247.50

E 905976.83

N 620379.86

E 903314.56

N 620861.36

E 902975.06

N 622543.00

E 901341.95

N 623547.49

E 899978.80

N 623665.89

E 900178.32

N 625395.64

E 897782.71

N 625994.84

E 897367.09

N 627520.52

E 897367.52

N 629033.17

E 897766.73

N 630033.43

E 898443.22

N 630170.58

E 899298.36

N 630816.53

E 899703.60

41°-09'-24.1"N

41°-09'-34.4"N

73°-05'-45.3"W

41°-09'-36.3"N

73°-05'-42.3"W

RN-2

GC-3

41°-09'-47.5"N

73°-06'-04.1"W

41°-09'-52.2"N

73°-06'-08.5"W

41°-10'-08.7"N

73°-06'-30.0"W

41°-10'-18.6"N

73°-06'-47.9"W

41°-10'-19.8"N

73°-06'-45.3"W

41°-10'-36.8"N

73°-07'-16.7"W

41°-10'-42.7"N

73°-07'-22.2"W

41°-10'-51.8"N

73°-07'-22.2"W

41°-11'-12.7"N

73°-07'-17.1"W

41°-11'-22.6"N

73°-07'-08.3"W

41°-11'-24.0"N

73°-06'-57.1"W

73°-06'-51.9"W

41°-11'-30.4"N

73°-05'-26.1"W

# EASTING NORTHING

SEDIMENT SAMPLES LOCATION

REFER TO GEOTECHNICAL DATA

IN SPECIFICATIONS

WASHINGTON

HIGHWAY

BRIDGE

(ROUTE 1)

E 900000

GENERAL NOTES:

55555555555555555555555555555555

REQUIRED DREDGING DEPTH CONTOUR

MATERIAL REQUIRED TO BE DREDGED

ALLOWABLE OVERDEPTH

(CROSS-SECTION ONLY)

BASELINE / CENTERLINE

NAVIGATION AIDS

CHANNEL COORDINATES

SEDIMENT SAMPLE LOCATION

LEDGE

SLOPE LINES (SHEET C-108 ONLY)

EXISTING CONTOURS (SHEET C-108 ONLY)

STONE / RIPRAP

EXISTING SEWER

BENCH MARK

NO SPUD ZONE

DREDGING.

ALL UTILITIES WITHIN THE THE LIMITS OF WORK PRIOR TO THE START OF

ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE LOCATION OF

10. UTILITIES SHOWN ARE TAKEN FROM AVAILABLE RECORD INFORMATION AND

REFER TO SURVEY NO. 16-1397

SURVEYED BY: ROBERT MACGOVERN AND CREW

9. FIELD BOOK: R&H 4550

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 PLANS REPRESENTS THE

THESE PLANS SHOULD NOT BE USED FOR VOLUME CALCULATION PURPOSES.

SURVEYS CONDUCTED DURING FEBRUARY 2016. THE DATA DEPICTED ON

THE SHOALEST SOUNDINGS OF THOSE OBTAINED FROM HYDROGRAPHIC

6. THE SOUNDING INFORMATION SHOWN ON THESE PLANS REPRESENTS

STRATFORD (2012).

SYSTEM. THE RTK BASE STATIONS USED WERE STATION DOCK (2005) AND

TIDE READINGS WERE RECORDED UTILIZING A TRIMBLE SPS 855 RTK GPS

SYSTEM OPERATING AT 300 KHZ. HORIZONTAL POSITIONING AND REAL TIME

5. SURVEY WAS PERFORMED USING A R2 SONIC 2024 MULTIBEAM SONAR

U.S. SURVEY FEET.

THE STATE OF CONNECTICUT (ZONE 0600), NAD 1983 AND ARE BASED ON

4. COORDINATES SHOWN ARE BASED ON THE LAMBERT GRID SYSTEM FOR

THE MEAN HIGH TIDE IS 6.6 FEET ABOVE MLLW.

NO TIDE GAUGES WERE USED ON THIS PROJECT.

ADDED TO NAVD88 TO CONVERT TO MLLW.

NAVD88 IS ABOVE MLLW; THEREFORE THE CORRECTION SHOULD BE

IN THE VICINITY OF HOUSATONIC RIVER , CONNECTICUT.

IS 3.62 FEET. THE CORRECTION IS REFERENCED FROM NOAA'S V-DATUM MODEL

THE MLLW TO NAVD88 CORRECTION FOR THE LOWER HOUSATONIC RIVER

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

NOTED AND SHOULD BE USED AS A GENERAL REFERENCE ONLY.

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

AND/OR NOAA CHART NO. 12370. ALL TOPOGRAPHY, INCLUDING SHORELINE,

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

A1 905408.76 618779.81

A 905074.14 618988.84

B 904693.48 619285.52

C 897550.61 625794.33

D 897462.22 625969.37

E 897386.04 626260.60

F 897357.59 626995.25

G 898838.91 630110.95

H 899150.32 630088.27

I 899208.63 630818.20

J 899284.31 630294.24

K 899475.58 630531.65

L 899774.67 630985.03

M 899874.13 631269.37

N 899878.27 631656.45

O 900091.04 632048.33

P 900389.14 632488.68

Q 901135.38 634870.97

R 900818.58 637293.19

S 900850.73 637598.45

T 900868.83 637904.04

U 900932.73 638193.74

V 900954.53 638493.02

W 901155.95 638768.89

X 901011.95 639088.44

Y 901062.95 639396.39 pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Connecticut/Housatonic River/Maintenance Dredging FY16/30DA0 - Plans & Specs/CAD_BIM/_Sheets/HOU-515_G-002

HOU-516_G-002 07-SEP-2016 07:30 MicroStation

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SCALE: 1" = 1000'

GENERAL PLAN

0 2000'1000'

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APPROXIMATELY 33 MILES

DISPOSAL SITE

HAMMONASSET STATE PARK

M .C

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L .T

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HOUSATONIC BREAKWATER

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21.5

21.4

21.4 21.4

21.3

21.2

21.1

21.0

20.9

20.8

20.7

20.7 20.7

20.6

20.5

20.4

20.3

20.2

20.2 20.2

20.2

20.1

20.0

19.9

19.9 19.9

19.9

19.8

19.8 19.8

19.8

19.8 19.8

19.7

19.6

19.6 19.6

19.6

19.6 19.6

19.6

19.5 19.5

19.5

19.4

19.4 19.4

19.4

19.3

19.2

19.1

19.1 19.1

19.1

19.1 19.1

19.1

19.0

19.0 19.0

19.0

19.0 19.0

19.0

18.9

18.8

18.8 18.8

18.8

18.7

18.6 18.6

18.6

18.6 18.6

18.6

18.6 18.6

18.6

18.6 18.6

18.6

18.5

18.5 18.5

18.4

18.4 18.4

18.4

18.4 18.4

18.3

18.2

18.2 18.2

18.2

18.2 18.2

18.2

18.2 18.2

18.2

18.2 18.2

18.2

18.1

18.1 18.1

18.1

18.0

18.0 18.0

18.0

17.9

17.9 17.9

17.9

17.9 17.9

17.9

17.8

17.8 17.8

17.8

17.7

17.7 17.7

17.7

17.6

17.6 17.6

17.6

17.5

17.4

17.3

17.3 17.3

17.3

17.3 17.3

17.3

17.3 17.3

17.3

17.2

17.1

17.1 17.1

17.1

17.1 17.1

17.1

17.0

16.9

16.9 16.9

16.9

16.8

16.7

-1

16.6

16.6 16.6

16.6

16.5

16.5 16.5

16.5

16.4

16.3

16.2

16.1

16.0

15.9

15.8

15.8 15.8

15.8

15.8 15.8

15.8

15.7

15.7 15.7 15.7

15.7

15.6

15.5

15.5 15.5

15.5

15.4

15.4 15.4

15.4

15.4 15.4

15.4

15.4 15.4

15.4

15.3

15.3 15.3

15.3

15.3 15.3

15.3

15.3 15.3

15.3

15.3 15.3

15.3

15.2

15.2 15.2

15.2

15.1

15.0

15.0 15.0

15.0

14.9

14.9 14.9

14.9

14.8

14.8 14.8

14.8

14.7

14.6

14.5

14.4

14.4 14.4

14.4

14.3

14.3 14.3

14.3

14.3 14.3

14.3

14.2

14.2 14.2

14.2

14.1

14.1 14.1

14.1

14.1 14.1

14.1

14.1 14.1 14.1

14.1

14.0

14.0 14.0

14.0

13.9

13.9 13.9

13.9

13.8

13.8 13.8

13.8

13.8 13.8

13.8

13.7

13.7 13.7

13.7

13.6

13.6 13.6

13.6

13.5

13.5 13.5

13.5

13.4

13.3

13.3 13.3 13.3

13.3

13.2

13.2 13.2

13.2

13.1

13.0

12.9

12.8

12.8 12.8

12.8

12.8 12.8

12.8

12.7

12.7 12.7

12.7

12.6

12.5

12.5 12.5

12.5

12.5 12.5

12.4

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.1

10.0

9.9

9.8

9.7

9.6

9.4

9.3

9.2

9.0

8.9

8.8

8.7

8.5

FL G-1

BELL

GC-1A

RN-2

-1

M A T C

H L

E S

H E E T C -1

N 618000

N 619000

N 620000

C E C

H O

U S

A T

O N

V E

18-FOOT CHANNEL

HOUSATONIC

BREAKWATER LIGHT

(FL-R)

MATERIAL REQUIRED

TO BE REMOVED

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10' 10' 20'050' 100'0

N 619000

FLO

EBB

CROSS SECTION - STA. 1+50

N 618000

N 618121.39

E 906046.03

N 618274.72

E 906174.44

E L E

V A

N S I

N F

E E

M L L

E L E

V A

N S I

N F

E E

M L L

MLLW

-20

-10-10

-30

-40

-300 -200 -100

-30

-40

-20

18-FOOT CHANNEL

200'

WEST CHANNEL

LIMIT

EAST CHANNEL

LIMIT

1' V ON 3' H

SIDE SLOPE

1' V ON 3' H

SIDE SLOPE

2' ALLOWABLE OVERDEPTH

EXISTING BOTTOM

B A

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A N

S I F

C-101

P L

A N A

N D S

E C

S T

A -1

O S

T A

PLAN - STA. -12+00 TO STA. 19+10

SCALE: 1" = 100' 100' 200'0

NOTE:

M .C

U L L E

L .T

O D

E A

DREDGE SEASON INFORMATION.

2. REFER TO SPEC SECTION 01 11 00 FOR

1. FOR GENERAL NOTES SEE SHEET G-002.

S E

P T

E M

B E

M .T

E 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

®of Engineers

US Army Corps

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

M A

T E

N A

N C

E D

R E

D G

H O

U -5

S C

A L E

S H

E E

T O

D R

A W

G C

O D

R A

T F

O R

D A

N D M

O R

C O

N N

E C

U T

H O

U S

A T

O N

E R

W J -1

-B -0

S E

P T

E M

B E

M A T C

H L

E S

H E E T C -1

C-102

25.7

25.1

25.0

24.9 24.9

24.9

24.8

24.6

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

22.8 22.8

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

21.6 21.6

21.6

21.5

21.5 21.5

21.5

21.4

21.4 21.4

21.4

21.3

21.2

21.2 21.2

21.2

21.2 21.2

21.2

21.1

21.0

20.9

20.8

20.8 20.8

20.7

20.6

20.5 20.5

20.5

20.4

20.4 20.4

20.4

20.3

20.3 20.3

20.3

20.2

20.1

20.1 20.1

20.1

20.1 20.1

20.1

20.0

19.9

19.8 19.8 19.8

19.8

19.8 19.8

19.8

19.7

19.6

19.5

19.4

19.4 19.4

19.4

19.3

19.3 19.3

19.3

19.2

19.1

19.0

19.0 19.0

19.0

18.9

18.9 18.9

18.9

18.8

18.7

18.7 18.7

18.6

18.5

18.4

18.3

18.2

18.1

18.1 18.1

18.1

18.1 18.1

18.1

18.0 18.0

18.0

19.5

18.0

17.9

17.9 17.9

17.9

17.8

17.8 17.8

17.8

17.7

17.6

17.5

17.4

17.4 17.4

17.3

17.2

17.1

17.1 17.1

17.1

17.0

17.0 17.0

17.0

16.9

16.8

16.7

16.7 16.7

16.7

16.6

16.5

16.4

16.4 16.4

16.4

16.3

16.2

16.1

16.0

15.9

15.8

15.7

15.6

15.6 15.6

15.6

15.5

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

14.0

13.9

13.8

13.7

13.6

13.5

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

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.1

10.0

9.9

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5 8.5

8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.7

7.6

7.5

7.4

7.3

7.2

7.1

7.0

6.9

6.8

6.8 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

5.4

5.3

5.2

5.1

5.0

4.9

4.8

4.7

4.6

4.5

4.4

4.3

4.2

4.1

3.8

3.7

3.6

3.5

3.3

3.0

2.8

2.5

2.4

2.3

2.2

1.8

1.7

1.6

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.6

0.4

0.3

GC-3

RN-4

M A T C

H L

E S

H E E T C -1

N 620000

N 621000

N 622000

H O

U S

A T

O N

V E

S T

R A

T F

O R

N 621000

O U

R B

R E A K

W A

E R B

R E

A K

W A T E

(A W

A S

H A

T H

H W

A T E

C E C

FLO

EBB

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10' 10' 20'050' 100'0

N 620000

CROSS SECTION - STA. 25+50

18-FOOT CHANNEL

MATERIAL REQUIRED

TO BE REMOVED

+0.2

+0.6

+0.8

+0.9

+1.5

E L E

V A

N S I

N F

E E

M L L

E L E

V A

N S I

N F

E E

M L L

MLLW

-20

-10-10

-30

-40

-300 -200 -100

-30

-40

-20

18-FOOT CHANNEL

200'

WEST CHANNEL

LIMIT

EAST CHANNEL

LIMIT

1' V ON 3' H

SIDE SLOPE

1' V ON 3' H

SIDE SLOPE

EXISTING BOTTOM

2' ALLOWABLE

OVERDEPTH

pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Connecticut/Housatonic River/Maintenance Dredging FY16/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Sheet File

C-102 07-SEP-2016 07:34 MicroStation

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B5 100' 200'0SCALE: 1" = 100'

PLAN - STA. 19+10 TO STA. 49+20

NOTE:

M .C

U L L E

L .T

O D

E A

DREDGE SEASON INFORMATION.

2. REFER TO SPEC SECTION 01 11 00 FOR

1. FOR GENERAL NOTES SEE SHEET G-002.

S E

P T

E M

B E

M .T

E 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

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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

®of Engineers

US Army Corps

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

M A

T E

N A

N C

E D

R E

D G

H O

U -5

S C

A L E

S H

E E

T O

D R

A W

G C

O D

R A

T F

O R

D A

N D M

O R

C O

N N

E C

U T

H O

U S

A T

O N

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W J -1

-B -0

S E

P T

E M

B E

M A T C

H L

E S

H E E T C -1

C-103

25.0

24.3

24.2

24.1

24.0

23.9

23.9 23.9

23.9

23.8

23.7

23.6 23.5

23.5

23.4

23.4 23.4

23.3

23.2

23.1

23.0

23.0 23.0

23.0

22.9 22.9

22.9

22.9 22.9

22.9

22.8

22.7

22.6

22.5

22.4

22.3

22.3 22.3

22.3

22.2

22.2 22.2

22.2

22.1

22.0

21.9

21.8

21.7

21.6

21.6 21.6

21.6

21.6 21.6

21.5

21.5 21.5

21.5

21.4

21.3

21.2

21.1

21.0

20.9

20.9 20.9

20.9

20.8

20.8 20.8

20.8

18-FOOT CHANNEL

20.7

20.6

20.6 20.6

20.6

20.5

20.5 20.5

20.4

20.4 20.4

20.4

20.4 20.4

20.4

20.3

20.3 20.3

20.3

20.2

20.1

20.1 20.1

20.1

20.0

19.9 19.9

19.9

19.9 19.9

19.9

19.8

19.7 19.7

19.7

19.6

19.6 19.6

19.6

19.5

19.4

19.3

19.2

19.1

19.0

19.0 19.0

19.0

19.0 19.0

18.9

18.9 18.9

18.9

18.9 18.9

18.9

18.9 18.9

18.9

18.8

18.7

18.7 18.7

18.7

18.6

18.5

18.4

18.4 18.4

18.4

18.4 18.4

18.4

18.3

18.2

18.2 18.2

18.2

18.1

18.1 18.1

18.1

18.1 18.1

18.1

18.0

17.9

17.8

17.7

17.6

17.5

17.4

17.4 17.4

17.4

17.4 17.4

17.4

17.3

17.2

17.1

17.0

17.0 17.0

17.0

16.9

16.8

16.8 16.8

16.8

16.7

16.6

16.5

16.4

16.3

16.2

16.1

16.0

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.3 15.3

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.6

14.5

14.5 14.5

14.4

14.3

14.2

14.1

14.0

14.0 14.0

14.0

13.9

13.8

13.7

13.6

13.5

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

12.0 12.0

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.2

10.1

10.0

9.9

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.3

8.1

7.9

7.7

7.6

7.5

7.4

7.3

7.2

7.0

6.9

6.5

5.4

5.1

5.0

4.8

4.7

4.6

3.5

3.4

3.1

GC-9

RN-8

RN-10

N 622000

N 623000 N 623000

N 622000

CRIMBO POINT

MILFORD POINT

M A R Y A

N N B

A R

H O

U S

A T

O N

V E

M A T C

H L

E S

H E E T C -1

MILFORD

STRATFORD

FLO

E B B

E R B

R E

A K

W A T E

(A W

A S

H A

T H

H W

A T E

FL G-7

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10'

50' 100'0 20' 40'0

CROSS SECTION - STA. 68+00

S E E N

MATERIAL REQUIRED

TO BE REMOVED

E L E

V A

N S I

N F

E E

M L L

E L E

V A

N S I

N F

E E

M L L

MLLW

-20

-10-10

-30

-40

-300 -200 -100

-30

-40

-20

18-FOOT CHANNEL

200'

WEST CHANNEL

LIMIT

EAST CHANNEL

LIMIT

1' V ON 3' H

SIDE SLOPE

1' V ON 3' H

SIDE SLOPE

EXISTING BOTTOM

2' ALLOWABLE

OVERDEPTH

C-103 07-SEP-2016 07:35 MicroStation

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SCALE: 1" = 100'

PLAN - STA. 49+20 TO STA. 74+25

100' 200'0

NOTE: FOR GENERAL NOTES SEE SHEET 1 OF ??.

NOTE:

M .C

U L L E

L .T

O D

E A

DREDGE SEASON INFORMATION.

2. REFER TO SPEC SECTION 01 11 00 FOR

1. FOR GENERAL NOTES SEE SHEET G-002.

S E

P T

E M

B E

M .T

E 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

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C O

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C T N

C H

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K E

D B

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A W

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U E D

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SHEET ID

2 3 4 5 6 7 8 9 10 11 12 13

®of Engineers

US Army Corps

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A R

M Y C

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P S O

F E

N G

E E

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M A

T E

N A

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E D

R E

D G

H O

U -5

S C

A L E

S H

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T O

D R

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W J -1

-B -0

S E

P T

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B E

+00

C-104

+75

25.7

25.1

25.0

25.0 25.0

25.0

24.8

24.6

24.5

24.4

24.3

24.2

24.1

24.0

23.9

23.9 23.9

23.9

23.9 23.9

23.9

23.8

23.7

23.6

23.6 23.6

23.6

23.5

23.5 23.5

23.5

23.4

23.4 23.4

23.4

23.3

23.3 23.3

23.3

23.2

23.1

23.0

22.9 22.9

22.9

22.8

22.8 22.8

22.7

22.7 22.7

22.7

22.7 22.7

22.7

22.6

22.5

22.5 22.5

22.5

22.4

22.4 22.4

22.4

22.4 22.4

22.4

22.3

22.2

22.2 22.2

22.2

22.1

22.0

21.9

21.8

21.8 21.8

21.8

21.7

21.6

21.5

21.5 21.5

21.5

21.4

21.4 21.4

21.4

21.3

21.2

21.2 21.2

21.2

21.1

21.0

21.0 21.0

21.0

20.9

20.8

20.7

20.6

20.5

20.5 20.5

20.5

20.4

20.3

20.2

20.1

20.1 20.1

20.1

20.0

19.9

19.9 19.9 19.9

19.9

19.9 19.9

19.9

19.8

19.8 19.8

19.8

19.7

19.6

19.6 19.6

19.6

19.5

19.4

19.3

19.3 19.3

19.3

19.3 19.3

19.3

19.2

19.2 19.2

19.2

19.2 19.2

19.2

19.1

19.1 19.1

19.1

19.0

19.0 19.0

19.0

18.9

18.8

18.7

18.6

18.6 18.6

18.6

18.6 18.6

18.6

18.5

18.5 18.5

18.5

18.4

18.4 18.4

18.4

18.3

18.2

18.1

18.1 18.1

18.1

18.1 18.1

18.1

18.0

18.0 18.0

18.0

17.9

17.9 17.9

17.9

17.8

17.7

17.7 17.7

17.7

17.6

17.6 17.6

17.6

17.6 17.6

17.6

17.5

17.4

17.3

17.2

17.1

17.0

17.0 17.0

17.0

16.9

16.8

16.8 16.8

16.8

16.7

16.6

16.5

16.4

16.4 16.4

16.4

16.3

16.2

16.1

16.1 16.1

16.1

16.0

15.9

15.8

15.7 15.7

15.7

15.6

15.5

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

14.0

13.9

13.8

13.7

13.6

13.5

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

11.7 11.7

11.7

11.6

11.5

11.4

11.4 11.4

11.4

11.3

11.2

11.2 11.2

11.2

11.1

11.0

10.9

10.7

10.6

10.5

10.5 10.4

10.4

10.3

10.2

10.1

10.0

9.9

9.8

9.7

9.6

9.5

9.4

9.3

9.2

9.1

9.0

8.9

8.8 8.8

8.8

8.7

8.6

8.5

8.4

8.3

8.2

8.1

8.0

7.9

7.8

7.7

7.67.5

7.5

7.4

7.2

7.1

6.9

6.8

6.6

6.5

6.3

6.1

5.9

5.7

5.6

5.4

5.0

4.9

4.7

CRIMBO POINT

STRATFO

RD DIKE

RN-12

M A T C

H L

E S

H E E T C -1

MATCH L

INE S

HEET C

-10

FLO

EBB

N 624000

N 625000N 625000

N 624000

ARY ANN BAR

H O

U S

A T

O N

V E

STRATFORD

MILFORD

NELLS ISLAND

CRIMBO

POINT

FL G-11

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10' 10' 20'050' 100'0

18-FOOT CHANNEL

CROSS SECTION - STA. 83+00

MATERIAL REQUIRED

TO BE REMOVED

E L E

V A

N S I

N F

E E

M L L

E L E

V A

N S I

N F

E E

M L L

MLLW

-20

-10-10

-30

-40

-300 -200 -100

-30

-40

-20

18-FOOT CHANNEL

200'

WEST CHANNEL

LIMIT

EAST CHANNEL

LIMIT

1' V ON 3' H

SIDE SLOPE

1' V ON 3' H

SIDE SLOPE

EXISTING BOTTOM

2' ALLOWABLE

OVERDEPTH

C-104 07-SEP-2016 07:36 MicroStation

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PLAN - STA. 74+25 TO STA. 105+75

100' 200'0

NOTE:

FOR GENERAL NOTES SEE SHEET G-002.

M .C

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S E

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N D D

T R

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M Y C

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P S O

F E

N G

E E

R S

M A

T E

N A

N C

E D

R E

D G

H O

U -5

S C

A L E

S H

E E

T O

D R

A W

G C

O D

R A

T F

O R

D A

N D M

O R

C O

N N

E C

U T

H O

U S

A T

O N

E R

W J -1

-B -0

S E

P T

E M

B E

M A

T C

H L

E S

H E

E T C -1

M A

T C

H L

E S

H E

E T C -1

C-105

.9 .9

.6 .6

.0 .0

.7 .7

.6 .6

.7 .7

.6 .6

.5 .5

.9 .9

.3 .3

.7 .7

.6 .6

.5 .5

.4 .4

.0 .0 .0

.9 .9

.6 .6

.8 .8

.4 .4

.9 .9

.8 .8

.99 .9

.89 .8 9 .8 9 .8 9 .8

.7 9 .7

.6 9 .6

.3 9 .3

.29 .2

.8 8 .8

.8 8 .88 .8

.68 .6

.97 .9

.6 7 .5

.4 7 .3

RN-14

RN-16

E 897000

E 898000

E 897000

FLOOD

EBB

STRATFORD

MILFORD

H O U S A T O N IC R IV E R

HARBOR WOODS CLUB

MARINA

SEWER TREATMENT

PLANT

BROWN'S BOAT WORKS

NELLS ISLAND

18-FOOT CHANNEL

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10' 10' 20'050' 100'0

CROSS SECTION - STA. 115+50

NO SPUD ZONE WITHIN 50 FT OF

ACTIVE SEWER DISCHARGE

FOR THE TOWN OF STRATFORD

MATERIAL REQUIRED

TO BE REMOVED

E L E

V A

N S I

N F

E E

M L L

E L E

V A

N S I

N F

E E

M L L

MLLW

18-FOOT CHANNEL

200'

WEST CHANNEL

LIMIT

EAST CHANNEL

LIMIT

1' V ON 3' H

SIDE SLOPE

1' V ON 3' H

SIDE SLOPE

EXISTING BOTTOM

2' ALLOWABLE

OVERDEPTH

-20

-10-10

-30

-40

-300 -200 -100

-30

-40

-20 pw://

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