Drawings.pdf
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- Attached to
- Wellfleet Harbor Maintenance Dredging
- Solicitation number
- W912WJ20B0009
About this file
This solicitation package includes drawings and specifications for the Wellfleet Harbor Maintenance Dredging project in Wellfleet, Massachusetts. The U.S. Army Corps of Engineers, New England District is seeking bids to dredge approximately 162,000 cubic yards of fine-grained sediments from the 10-foot-deep entrance channel and anchorage of the Wellfleet Harbor Federal Navigation Project to the authorized depth plus one foot of allowable overdepth using a mechanical dredge. The dredged materials will be transported by scow and disposed of at the Cape Cod Bay Disposal Site approximately 15 nautical miles to the west. The dredging window is from October 1 to December 15, 2020. Bidders must submit proposals through the Contract Opportunities website at beta.SAM.gov by the specified deadline. The solicitation also includes design drawings depicting the project area, existing conditions, and dredging limits.
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Text version
G-001
C O
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US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE: MAY 2020
New England District
MAINTENANCE DREDGING
WELLFLEET HARBOR
WELLFLEET, MASSACHUSETTS
W912WJ20B0009
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
G-002
C-101
C-102
C-301
WFH_SP_2019_083_G-001.DWG COVER SHEET AND INDEX TO DRAWINGS
WFH_SP_2019_083_G-002.DWG
WFH_SP_2019_083_C-101.DWG SITE PLAN (STA 0+00 TO STA 24+00)
WFH_SP_2019_083_C-102.DWG
WFH_SP_2019_083_C301.DWG
SITE PLAN (STA 24+00 TO STA 48+00)
SECTIONS
GENERAL PLAN, GENERAL NOTES, PROJECT
COORDINATES, AND LEGEND
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US Army Corps of Engineers
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WELLFLEET
HARBOR
MASSACHUSETTS
NEW
HAMPSHIRE
MAINE
VT.
CONN.
R.I.
HARTFORD
PROV.
CA
PE
COD
BOSTON
PORTSMOUTH
CONCORD
PORTLAND
AUGUSTA
BANGOR
N
ATLANTIC
OCEAN
CANADA
LOCATION MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
WELLFLEET
HARBOR
WELLFLEET
10-FOOT
CHANNEL
WELLFLEET
INDIAN
NECK
10-FOOT
ANCHORAGE
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL
OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET
APPROVED FOR TECHNICAL ADEQUACY BY:
TECHNICAL LEAD ENGINEER DATE
DATE
DATE
DATE
DATE
APPROVED BY:
APPROVAL RECOMMENDED BY:
REVIEWED BY:
CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH
REVIEWED BY:
CHIEF, DESIGN BRANCH
This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.
CHIEF, ENGINEERING DIVISION
CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH
DATE
APPROVAL RECOMMENDED BY:
CHIEF, TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV
DATE
REVIEWED BY:
CHIEF, SURVEY SECTION
Marshfield
Duxbury
Provincetown
Truro
Kingston
Wellfleet
Carver
Eastham
Wareham
Orleans
Brewster
Sandwich
Bourne
Dennis
Barnstable
Harwich
Yarmouth
Chatham
Mashpee
Falmouth
Plymouth n m i i n i i
CAPE COD BAY
DISPOSAL SITE
WELLFLEET
HARBOR
N
DISPOSAL SITE LOCATION MAP
NOT TO SCALE
THE COVE
N
DUCK CREEK
INNER BASIN
WELLFLEET
MARINA
E6COEMG9
Text Box N/A
E6COEMG9
Text Box N/A
E6COEMG9
Text Box N/A
1053744.70 2798718.14
1054124.67 2799648.13
1054470.81 2801584.42
1055475.62 2802407.23
1055930.33 2802510.82
1056835.28 2802410.88
1056915.26 2801899.01
1056142.83 2801984.31
1056090.84 2802317.03
1055940.44 2802333.64
1055445.30 2802220.84
1054755.33 2801655.84
1054552.47 2801330.85
1054245.39 2799613.10
1053860.41 2798670.86
W E L L F L E E T
W E L L F L E E T
TOWN
LANDING
W E L L F L E E T
H A R B O R
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E
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L
F
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A
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A
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T H E C O V E
N 2802000
N 2800000
N 2798000
N 2804000
SHIRTTAIL
POINT
TOWN OF
WELLFLEET
MARINA
WELLFLEET
HARBORMASTER
TOWN BOAT
RAMP AND
FLOATES
10 9
BREAKWATER
LIGHT (FL R-14)
WELLFLEET HARBOR
WELLFLEET, MASSACHUSETTS
10-FOOT CHANNEL AND ANCHORAGE
STATE PLANE NAD 1983
(MASSACHUSETTS MAINLAND 2001 ZONE)
DUCK CREEK
INNER BASIN
# EASTING NORTHING
INDIAN NECK
W E L L F L E E T
WELLFLEET
MARINA PARKING
KENDRICK AVENUE
COMMERCIAL STREET
SHELLFISH GRANT AREA
BOUNDARY (TYP)
G-002
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US Army Corps of Engineers
U S
A
R M
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C
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E
N G
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E E
R S
N E
W
E
N G
L A
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T R
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A
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S
SYMBOLDESCRIPTION
REQUIRED DREDGING DEPTH, 10 FOOT CONTOUR
MATERIAL REQUIRED TO BE DREDGED (CROSS SECTIONS ONLY, SHEET C-301)
ALLOWABLE OVERDEPTH (CROSS SECTIONS ONLY, SHEET C-301)
PAVED AREAS
NAVIGATION AIDS
BASELINE / CENTERLINE
CHANNEL COORDINATES
LIMITS OF CHANNEL BOTTOM
DREDGING LIMIT ALONG SIDE SLOPE (SHOWN ONLY ON SHEETS C-101 & C-102)
SHORELINE
SHELLFISH GRANT BOUNDARY
LEGEND
LANDWARD SIDE
HARBOR/WATER SIDE
GENERAL NOTES:
1. 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.
2. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS, AERIAL IMAGERY AND/OR NOAA
CHART NO. 13250. ALL TOPOGRAPHY, INCLUDING SHORELINE, BRIDGES, PIERS, ETC.,
IS LOCATED APPROXIMATE UNLESS OTHERWISE NOTED AND SHOULD BE USED AS A
GENERAL REFERENCE ONLY.
3. BENCH MARK DATA: TIDES WERE RECORDED USING RTK GPS. THE MLLW TO NAVD88
CORRECTION FOR THIS PROJECT IS 6.23 FEET. THIS CORRECTION IS REFERENCED
FROM NOAA'S V-DATUM MODEL IN THE VICINITY OF WELLFLEET HARBOR,
MASSACHUSETTS. NAVD88 IS ABOVE MLLW; THEREFORE THE CORRECTION SHOULD
BE ADDED TO NAVD88 TO CONVERT TO MLLW. NO TIDE GAUGES WERE USED ON THIS
PROJECT.
4. COORDINATES SHOWN ARE BASED ON THE LAMBERT GRID SYSTEM FOR THE
COMMONWEALTH OF MASSACHUSETTS (MAINLAND ZONE 2001), NAD 1983 AND ARE
BASED ON U.S. SURVEY FEET.
5. SURVEY WAS PERFORMED USING A RESON 7125 MULTIBEAM SONAR SYSTEM
OPERATING AT 400 KHZ. HORIZONTAL POSITIONING AND REAL TIME TIDE READINGS
WERE RECORDED UTILIZING A TRIMBLE SPS 855 RTK GPS SYSTEM. THE RTK BASE
STATION USED WAS STATION WLFLT (2015).
6. THE SOUNDING INFORMATION SHOWN ON THESE MAPS REPRESENTS THE SHOALEST
SOUNDINGS OF THOSE OBTAINED FROM HYDROGRAPHIC SURVEYS CONDUCTED
DURING MARCH 2018. THE DATA DEPICTED ON THESE MAP(S) SHOULD NOT BE USED
FOR VOLUME CALCULATION PURPOSES.
7. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE RESULTS OF
SURVEYS MADE ON THE DATES INDICATED, AND CAN ONLY BE CONSIDERED AS
INDICATING THE CONDITIONS EXISTING AT THAT TIME.
8. FIELD BOOK: R&H 3909
SURVEYED BY: BENJAMIN FORD AND CREW
REFER TO SURVEY NO.: WFH_SP_2018_005
9. AIDS TO NAVIGATION WERE LOCATED DURING THE SURVEY OPERATIONS AND ARE
PLOTTED AT THE FIELD-DETERMINED POSITIONS. THE USCG IS THE AUTHORITATIVE
SOURCE OF AIDS TO NAVIGATION AND ADDITIONAL DETAILS CAN BE FOUND IN THE
USCG LIGHT LIST, VOLUME 1.
GENERAL PLAN
SCALE: 1" = 400'
A1
400' 800'0
AutoCAD SHX Text
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11.1
10.8
7.07.59.8
11.1
10.6 10.8
6.4
9.6 9.9
11.0 10.4
11.6 11.0
10.7
10.6
11.8
6.910.6
11.3 12.1
6.37.4
11.6 11.8
7.5 9.9
11.0
10.3
10.5 10.5
8.48.711.1
11.9
6.0
7.67.7
11.9
11.4
11.5
10.5
10.7
11.8
1 5.9
10.2
10.4
10.2 6.0
7.07.711.7 12.6
6.0
6.68.59.8 10.6
12.1
6.2
9.69.710.0
10.2 11.4
12.7
6.0
9.6
10.2
11.8
6.1
9.3
10.4 11.6
12.6
6.1
8.5
9.0
10.5
7.98.8
6.2
7.810.0
13.0
6.5
11.7
12.012.6
8.09.1
10.4 12.4
7.88.011.5 6.4
7.8
11.0 11.6
9.7
1 6.3
7.0
11.211.9
6.7
6.28.3 12.1
6.3
8.98.9
10.9
6.210.7
6.6
11.5
6.7 7.2
10.7
6.610.8
7.5
5.75.5
5.88.9 10.6
5.8
5.48.5
5.6
7.58.79.2
5.0
5.8 7.3
4.4
6.4
4.4
5.27.3
4.9
5.3 4.3
5.9
4.1
4.0
3.6
3.0
3.4
3.5
GC-13
RN-12
E 1054000
E 1055000
E 1055000
E 1054000
W E L L F L E E T
H A R B O R
E4
C-301
E4
C-301
F
L
O
O
D
E
B
B
INDIAN
NECK
10-FOOT CHANNEL
DREDGING LIMIT ALONG
SIDE SLOPE (TYP)
SHELLFISH GRANT
BOUNDARY AREA (TYP)
C-101
S I T
E
P
L A
N
S
T
O
S
M
G
O D
F R
E Y
M
G
O D
F R
E Y
L
T
H I B
O D
E A
U
L
T
H I B
O D
E A
U
A N
S I
D
M A
Y
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
W E
L L
F L
E E
T
H
A R
B O
R
W E
L L
F L
E E
T
M
A S
S A
C H
U S
E T
T S
W W
J B
W F
H C
S
SITE PLAN (STA 0+00 TO STAT 24+00)
SCALE: 1" = 100'
A1
100' 200'0
M
A
T
E
NOTE:
FOR GENERAL NOTES SEE SHEET G-002.
TOWN
LANDING
W
E
L
L
F
L
E
B
E
A
K
W
A
T
E
R
TOWN OF
WELLFLEET
MARINA
TOWN BOAT
RAMP AND
FLOATS
BREAKWATER LIGHT
FL R-14
4.8
4.7
4.8
4.8
5.6
5.5
4.6
6.0
4.6
5.5
6.3
4.5
6.2
4.8
5.0
7.6
7.4
6.1
4.8
7.3
5.8
5.6
4.8
4.9
8.4
5.8
3.9
4.4
7.4
10.4
6.0
4.4
5.8
10.2
7.2
5.3
3.4
5.9
3.3
10.4
5.5
2.1
10.9
7.7
5.3
10.0
7.5
2.3
2.2
1.8
11.0
10.9
10.2
7.9
6.2
5.0
9.9
4.5
8.3
3.7
11.3
9.9
11.1
11.1
10.4
7.6
2.5
1.9
6.5
5.4
2.9
2.0
10.8
9.5
10.9
10.9
6.2
11.1
11.0
6.2
2.3
11.3
11.2
2.9
11.1
11.0
11.0
4.2
2.3
2.0
11.4
11.4
6.5
11.3
10.3
11.8
11.3
11.3
3.8
11.7
10.1
11.1
11.8
11.3
9.9
2.4
11.1
11.2
11.2
11.3
9.8
4.6
1.6
11.1
12.4
2.0
9.7
10.7
11.6
10.4
8.8
11.1
11.4
11.8
10.8
11.0
11.2
8.3
10.7
11.4
3.9
11.3
10.7
11.2
12.0
1.5
10.9
11.2
12.0
10.5
10.0
2.5
11.3
10.9
11.6
10.0
9.4
10.5
11.6
10.3
11.3
10.8
11.4
11.1
6.5
10.2
11.8
11.8
11.9
11.5
10.1
10.8
11.3
11.1
2.8
1.3
9.9
11.4
9.4
8.3
9.9
10.9
6.1
11.6
10.7
10.2
10.0
10.6
11.6
11.7
11.7
11.5
3.4
9.9
11.5
11.9
1.5
6.3
11.7
9.6
8.2
10.1
11.2
10.9
6.4
11.7
11.8
4.7
6.4
10.3
11.4
10.5
7.4
11.9
12.0
6.2
3.2
1.8
3.7
5.3
7.2
10.5
10.0
3.6
11.0
11.7
4.8
11.8
11.9
11.2
10.8
3.4
10.9
11.7
11.8
3.2
3.7
4.4
6.2
11.7
11.6
10.5
2.7
6.3
11.8
11.5
6.0
6.9
10.4
11.3
3.3
2.4
11.7
2.4
3.1
8.2
1.4
11.9
2.0
9.0
11.7
10.8
1.7
2.6
11.6
11.9
8.4
1.5
4.0
6.7
11.7
1.3
11.1
11.8
11.6
1.4
10.1
11.7
6.2
3.0
6.4
11.1
11.3
2.1
11.4
11.1
1.9
12.0
11.6
9.7
11.4
12.0
1.6
4.9
11.7
6.3
10.7
10.7
1.1
9.2
10.8
11.3
11.6
3.3
11.9
11.0
11.7
11.8
3.4
8.5
9.8
12.0
6.9
0.5
10.6
10.2
11.4
1.9
11.8
5.3
0.5
2.2
11.1
8.5
12.1
12.1
10.0
10.6
11.4
2.2
-0.0
11.2
8.6
9.7
11.8
1.1
6.7
+0.8
4.8
11.4
11.7
11.9
1.3
0.5
8.6
10.1
10.7
11.3
10.6
1.3
11.8
+1.1
6.9
11.5
11.8
9.7
3.8
9.1
11.3
1.5
+1.2
10.7
9.2
0.2
11.5
9.6
7.5
1.8
11.3
10.9
11.3
4.9
+1.6
11.0
0.9
9.3
3.7
10.0
9.9
1.4
11.3
4.1
10.9
11.0
7.1
+1.4
+0.1
11.3
10.0
10.2
11.0
6.4
5.2
10.7
11.3
1.6
2.2
11.2
9.6
+1.5
7.3
11.3
9.6
10.5
11.1
2.7
10.9
10.1
6.3
1.3
0.1
4.6
11.2
11.3
6.9
10.7
9.7
10.7
7.6
1.4
6.6
1.4
9.7
2.3
7.5
11.1
11.3
11.1
9.4
3.4
7.6
11.2
11.3
10.8
5.1
10.1
1.4
1.6
5.0
10.2
11.3
11.2
11.3
9.2
10.6
4.4
10.3
1.8
4.0
5.8
11.0
11.3
8.4
1.8
11.1
11.4
9.2
5.8
11.3
10.9
2.2
10.9
1.9
3.5
10.3
5.2
11.3
10.3
4.9
11.4
1.4
9.5
10.1
4.6
3.0
10.1
10.6
11.3
2.7
11.3
1.4
10.9
11.6
6.1
10.0
5.6
9.7
11.3
2.7
1.8
2.4
10.6
11.6
10.0
4.5
11.0
7.3
1.3
6.4
9.6
2.1
11.4
4.9
10.6
11.3
11.0
3.1
10.6
9.2
1.7
5.0
10.1
3.7
1.3
11.3
11.3
11.0
1.7
2.2
10.7
10.7
9.8
5.6
1.7
4.8
11.1
11.1
9.3
10.6
3.9
6.2
2.0
2.1
11.1
1.1
9.5
10.9
9.4
10.5
2.5
5.0
10.6
10.4
4.1
10.9
1.6
3.7
9.2
1.2
9.4
10.9
10.9
1.8
7.0
10.2
10.8
5.0
9.3
3.8
1.4
10.9
10.5
10.3
1.1
1.9
1.3
5.8
7.8
10.6
10.2
9.5
7.3
3.9
10.9
2.4
1.3
1.3
8.8
10.7
10.3
10.7
10.8
9.7
3.1
4.1
10.5
2.1
1.6
7.0
10.7
9.8
2.1
5.4
8.9
10.2
11.2
10.8
4.8
2.8
11.1
1.3
1.6
9.8
10.5
4.2
9.3
8.0
2.4
1.8
1.1
0.8
10.7
11.2
9.8
10.7
11.2
6.5
9.4
11.0
1.1
2.0
1.1
9.7
4.2
10.5
1.5
9.3
11.0
2.5
11.1
1.1
10.0
10.2
10.5
10.7
6.5
0.8
1.4
11.1
3.5
2.3
11.2
10.4
9.8
1.1
10.8
11.1
4.7
9.0
6.3
1.0
11.2
10.7
3.5
1.0
1.6
10.8
9.7
2.4
9.7
10.3
6.5
2.5
4.1
11.0
0.7
10.8
10.0
1.2
6.1
9.7
10.5
1.0
10.9
1.7
10.4
10.7
10.6
0.3
3.9
10.9
10.1
4.8
11.0
1.3
5.4
9.5
10.7
11.1
4.6
1.1
11.1
11.1
10.4
4.3
10.9
2.1
0.7
4.7
11.3
10.0
2.7
9.4
6.4
11.1
2.0
11.2
0.4
9.7
4.6
10.7
10.9
1.5
2.0
10.5
1.1
4.1
0.5
0.9
11.2
11.3
11.3
10.6
5.2
10.7
11.2
+0.2
0.6
1.7
9.1
1.5
11.3
11.2
1.1
6.8
11.5
0.7
2.2
-0.0
0.5
9.0
10.8
8.2
11.3
11.4
11.0
2.1
4.3
0.8
0.6
7.3
11.4
7.2
10.8
11.2
10.4
0.4
11.2
2.9
+0.2
3.7
7.2
10.9
11.2
10.9
6.2
0.8
9.3
2.0
0.7
8.9
10.8
11.0
4.8
1.2
3.8
10.5
10.5
7.9
0.4
+0.3
10.2
6.3
9.7
8.2
11.3
11.1
6.4
1.0
3.5
1.3
10.9
10.5
0.4
9.9
3.5
8.4
6.6
5.5
11.3
11.6
1.4
11.2
3.8
9.9
4.7
10.2
1.4
0.1
7.1
6.7
11.1
0.9
11.4
9.1
5.5
4.0
0.5
1.3
3.6
10.5
7.3
11.6
10.2
10.8
0.6
0.2
0.8
11.2
4.1
4.7
9.1
5.5
11.5
1.4
11.4
8.4
1.5
10.6
6.7
9.9
0.4
10.8
0.7
11.6
5.8
3.8
8.7
+0.1
3.8
11.3
5.1
1.0
11.1
10.6
6.7
0.6
6.3
10.9
4.0
2.1
0.2
11.5
9.0
1.1
2.0
11.0
4.9
9.4
11.1
0.8
6.8
3.8
0.7
6.8
10.8
2.6
10.3
2.1
5.7
1.1
11.3
9.9
0.5
8.3
4.2
11.7
0.6
5.6
10.7
6.6
1.7
5.0
3.5
10.3
11.3
1.5
9.2
0.8
11.1
7.2
2.8
5.8
0.6
10.9
11.5
7.3
4.4
1.4
3.0
9.5
5.6
9.7
2.2
0.8
11.8
10.1
11.2
5.1
2.9
11.4
1.6
6.7
8.3
3.8
4.7
8.3
0.6
11.8
12.8
12.0
10.1
1.2
9.1
6.3
2.5
9.1
11.2
4.3
7.6
0.2
5.7
11.8
11.1
3.4
9.8
11.2
8.5
5.6
2.0
7.0
5.8
10.3
0.8
4.1
10.8
8.5
+0.1
11.1
9.0
7.6
5.7
1.5
10.0
3.1
5.9
9.6
+0.2
8.7
4.6
6.7
6.3
10.2
9.4
2.0
0.5
8.1
3.3
+0.6
10.0
7.0
10.1
10.4
6.5
5.0
1.1
5.5
8.6
8.6
6.9
3.7
9.3
2.2
+1.2
9.4
9.3
5.6
6.4
6.6
7.5
0.8
2.9
+1.1
5.4
7.5
4.5
9.0
6.2
8.7
9.8
7.9
1.9
+2.9
9.0
6.1
6.6
5.3
4.1
0.3
5.1
+1.4
8.1
9.1
8.1
7.1
6.4
8.7
2.7
1.2
+3.7
5.9
6.4
5.2
4.0
+2.4
7.4
+0.4
8.6
7.0
8.0
5.0
6.4
6.5
1.2
8.4
+4.0
8.0
4.6
2.5
5.1
5.7
0.1
7.3
6.8
6.2
8.1
6.4
1.3
4.7
7.3
+3.2
3.3
0.1
6.8
6.0
5.6
5.3
7.1
7.3
6.2
+2.3
7.9
1.8
4.5
4.6
7.1
0.5
6.5
5.8
7.2
6.9
6.9
5.0
7.0
2.0
+2.1
6.0
4.5
6.2
0.7
+0.8
6.1
6.7
5.9
7.0
+1.9
6.5
6.8
4.4
6.1
3.7
5.7
6.3
3.7
6.7
2.1
5.0
6.5
+0.4
3.3
6.3
6.1
3.9
4.3
1.4
2.2
6.8
1.3
5.8
6.0
6.2
4.5
5.0
1.4
6.5
0.3
1.2
6.0
6.9
0.4
5.7
5.0
0.6
1.0
2.9
5.4
5.5
2.3
3.0
3.6
6.6
1.6
2.0
1.6
1.5
5.9
0.8
5.8
5.9
6.0
5.5
1.3
1.6
4.8
5.7
5.6
5.6
4.0
1.0
2.1
5.4
3.3
1.6
2.7
5.1
6.3
4.6
2.3
3.6
6.1
6.4
1.4
6.0
6.3
5.8
2.5
5.5
4.0
5.0
1.6
2.0
3.1
3.8
2.1
5.2
2.1
3.5
6.1
1.3
1.9
5.1
5.8
1.7
2.4
5.5
2.7
6.2
2.1
4.0
4.6
1.8
1.4
5.4
5.6
5.5
5.5
5.2
3.2
5.8
2.4
3.0
5.0
5.4
5.6
4.2
1.4
2.0
1.9
5.1
1.8
1.9
5.0
1.9
2.1
3.4
1.1
2.8
3.0
5.2
4.7
5.0
5.0
5.3
1.7
4.2
5.0
4.6
1.4
1.8
5.1
5.1
1.8
1.4
4.4
5.0
2.1
2.6
3.5
4.8
4.7
4.9
4.6
1.6
3.4
2.8
1.7
4.6
4.8
1.3
5.2
4.7
4.4
1.6
4.1
4.9
1.4
1.5
2.1
2.3
3.4
2.0
4.6
2.6
1.8
4.6
4.9
4.2
3.8
1.6
2.7
3.7
4.0
4.7
3.5
1.3
1.8
3.0
4.3
1.4
4.5
2.1
4.6
4.3
2.8
1.4
3.1
1.2
1.6
4.1
4.4
3.3
3.1
2.6
2.5
4.2
4.0
3.4
2.0
1.4
2.5
3.4
4.1
4.2
4.8
1.9
1.2
1.4
1.5
2.7
1.9
2.8
2.0
4.0
4.4
3.0
1.3
1.4
1.6
4.1
4.2
2.1
1.0
2.3
3.5
2.6
1.6
1.1
4.1
1.1
1.8
3.8
4.0
2.7
1.6
2.5
3.1
1.4
2.5
1.7
3.8
1.1
1.0
2.3
4.2
1.2
2.8
1.2
4.4
2.3
1.3
0.9
1.5
1.9
2.2
4.0
3.4
2.7
2.5
1.7
1.5
2.1
2.5
3.7
2.4
1.4
1.2
2.7
3.8
1.2
1.1
1.1
1.6
1.4
3.3
1.6
2.0
3.6
3.8
2.6
2.2
2.7
4.0
0.9
2.3
1.4
1.0
1.1
1.2
1.3
1.7
1.8
4.0
1.1
1.3
1.4
2.2
3.5
2.7
1.5
3.0
3.3
1.3
2.5
3.5
2.3
1.0
3.2
1.4
1.5
3.9
2.4
2.4
1.3
1.4
1.8
2.1
0.8
1.3
3.2
1.2
1.1
3.6
2.7
2.3
2.2
1.4
1.2
1.6
2.6
2.9
1.0
1.0
3.2
0.8
1.1
2.4
2.0
1.5
1.9
3.3
2.5
2.1
2.0
1.1
1.3
1.4
2.4
0.8
2.5
2.9
1.2
2.8
1.3
0.9
1.2
2.6
1.2
2.1
1.8
1.6
2.0
2.9
2.2
1.5
0.7
1.1
1.0
1.7
2.1
2.6
0.7
1.1
1.1
1.4
2.8
2.6
0.9
2.7
1.3
1.3
1.7
2.1
0.7
2.2
2.1
1.9
0.8
1.9
2.6
1.1
1.7
1.7
1.5
0.9
0.9
1.0
2.4
2.3
0.9
1.7
1.2
1.1
0.6
1.4
2.0
2.5
1.8
1.7
0.9
1.4
2.1
2.0
1.9
2.3
0.8
0.9
0.8
0.8
0.8
1.2
1.8
2.0
1.2
2.4
0.8
1.4
2.4
0.9
2.0
1.7
1.1
1.8
1.6
0.6
1.4
2.0
2.3
2.6
0.8
0.8
0.8
0.6
1.2
1.7
2.2
0.8
0.8
0.8
1.9
0.7
1.3
2.0
1.6
1.1
1.2
1.6
1.7
1.7
0.5
2.0
2.5
1.4
0.7
0.9
1.7
2.1
1.3
1.1
0.3
0.8
1.9
1.1
1.5
1.4
1.9
1.6
1.1
0.8
1.9
1.1
0.9
1.5
1.5
2.2
0.7
1.2
1.9
1.1
1.6
1.8
0.4
0.9
1.3
0.8
1.3
1.7
2.0
1.1
0.9
0.8
0.8
1.4
1.7
1.1
1.5
1.4
1.5
1.7
1.2
1.6
1.5
1.7
1.2
0.4
0.7
0.9
1.3
1.4
2.0
1.8
0.8
0.9
1.1
1.4
1.7
0.7
0.8
1.0
1.2
1.6
1.1
1.3
1.7
1.2
0.2
0.5
1.0
1.5
1.1
1.2
2.0
0.8
1.3
0.8
1.1
0.7
1.0
1.1
1.4
1.8
0.8
1.2
1.4
0.7
1.1
1.1
0.3
0.6
1.6
0.3
0.7
1.1
2.0
1.2
0.9
1.2
1.2
1.7
0.8
0.9
1.1
1.0
1.1
1.3
1.8
0.2
0.9
1.1
0.7
0.8
0.7
1.3
1.9
1.5
0.3
0.5
0.6
0.9
1.2
1.1
1.6
1.2
1.0
1.9
0.5
0.7
0.7
1.5
0.2
0.7
0.8
0.8
0.8
1.4
0.4
1.0
2.0
1.2
0.8
0.9
0.9
1.1
0.8
0.8
0.5
0.7
0.9
0.2
0.4
0.8
0.9
0.8
1.6
1.2
0.8
0.8
0.8
1.1
1.8
0.3
0.6
0.6
0.6
0.8
0.8
0.8
2.0
0.7
0.7
0.8
0.7
0.7
1.5
0.7
0.8
1.8
1.4
0.6
0.7
1.1
0.4
0.1
0.6
0.6
0.7
0.6
0.6
0.6
0.8
1.6
0.5
1.7
0.6
0.4
0.5
0.7
0.6
0.3
0.6
1.9
0.6
1.5
0.5
0.4
0.5
0.7
1.1
0.5
0.5
0.5
1.8
0.5
0.4
1.6
0.4
0.5
0.4
0.1
0.4
0.5
0.4
0.4
0.3
1.4
0.5
0.4
0.4
0.7
0.9
1.6
0.0
0.3
0.2
0.5
1.8
0.3
1.6
0.3
0.4
0.4
0.2
0.1
0.3
0.3
0.2
1.0
0.4
0.1
1.7
0.3
0.3
0.1
2.0
0.0
0.2
+0.1
0.4
0.3
0.2
-0.0
0.1
1.9
0.2
0.2
0.7
0.2
1.1
0.2
1.0
+0.1
+0.1
0.2
0.2
0.2
+0.2
+0.3
0.3
2.1
0.1
0.2
+0.4
+0.1
+0.2
1.5
+0.3
1.5
0.1
+0.1
+0.4
+0.2
+0.2
+0.5
0.8
+0.5
+0.4
0.4
2.0
+0.6
2.0
+0.2
+0.1
0.1
+0.2
+0.6
+0.2
+0.5
+0.6
+0.2
+0.5
2.3
+0.2
+0.2
+0.6
+0.5
+0.5
+0.4
+0.6
+0.6
+0.4
+0.5
+0.5
GC-15
RN-16
N 2801000
W E L L F L E E T
H A R B O R
F
L
O
O
D
E
B
B
N 2802000 N 2802000
N 2801000
T H E C O V E
W E L L F L E E T
A4
C-301
A4
C-301
C4
C-301
C4
C-301
SHELLFISH GRANT AREA
BOUNDARY (TYP)
SHELLFISH GRANT AREA
BOUNDARY (TYP)
SHIRTTAIL
POINT
DERELICT 500 LB MUSHROOM
MOORING (LOCATION SOME-
WHERE WITHIN DASHED 180' Ø
CIRCLE; CIRCLE CENTER AT N
2802313.543, E 1056148.578)
10-FOOT ANCHORAGE
INDIAN NECK
10-FOOT CHANNEL
DREDGING LIMIT ALONG
SIDE SLOPE (TYP)
DREDGING LIMIT ALONG
SIDE SLOPE (TYP)
C-102
S I T
E
P
L A
N
S
S
M
G
O D
F R
E Y
M
G
O D
F R
E Y
L
T
H I B
O D
E A
U
L
T
H I B
O D
E A
U
A N
S I
D
M A
Y
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
W E
L L
F L
E E
T
H
A R
B O
R
W E
L L
F L
E E
T
M
A S
S A
C H
U S
E T
T S
W W
J B
W F
H C
S
SITE PLAN (STA 24+00 TO STAT 48+00)
SCALE: 1" = 100'
A1
100' 200'0
M
A
T
E
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-002.
2. TO PROTECT THE SHELLFISH GRANT AREAS, SPUD
DOWNS OUTSIDE THE CHANNEL AND ANCHORAGE
LIMITS ARE PROHIBITED BEYOND THE SPECIFIED
DISTANCES AND ARE TO BE CONSIDERED NO SPUD
ZONES:
30 FEET BEYOND THE CHANNEL LIMITS BETWEEN
CHANNEL COORDINATES 3 THROUGH 5.
75 FEET BEYOND THE CHANNEL LIMITS BETWEEN
CHANNEL COORDINATES 9 THROUGH 13.
75 FEET BEYOND THE ANCHORAGE LIMITS BETWEEN
COORDINATES 7 THROUGH 9.
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
10-FOOT ANCHORAGE
500'
1' V ON 3' H
SIDE SLOPE
(TYP)
1' ALLOWABLE OVERDEPTH
MLLW
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
10-FOOT CHANNEL
125'
1' V ON 3' H
SIDE SLOPE
(TYP)
1' ALLOWABLE OVERDEPTH
-200 -150 -50-100
-20
-30
-10
150 2001000 50
MLLW
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
10-FOOT CHANNEL
175'
1' ALLOWABLE OVERDEPTH
1' V ON 3' H
SIDE SLOPE
(TYP)
-20
-30
-10
-200 -150 -50-100
-20
-30
-10
150 2001000 50
-20
-30
-10
E L E
V A
T I O
N
E
T
M
L L W
E L E
V A
T I O
N
E
T
M
L L W
-400
-20
-30
-10
-150 -50-100 150 2001000 50-200-250-300-350 400
-20
-30
-10
300 350250
MLLW
E L E
V A
T I O
N
E
T
M
L L W
E L E
V A
T I O
N
E
T
M
L L W
E L E
V A
T I O
N
E
T
M
L L W
E L E
V A
T I O
N
E
T
M
L L W
C-301
S E
C T
I O
N S
M
G
O D
F R
E Y
M
G
O D
F R
E Y
L
T
H I B
O D
E A
U
L
T
H I B
O D
E A
U
A N
S I
D
M A
Y
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
E
N G
L A
S
T R
I C
T
V
I R
G I N
A
D
C O
N C
O R
D
M
A
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
W E
L L
F L
E E
T
H
A R
B O
R
W E
L L
F L
E E
T
M
A S
S A
C H
U S
E T
T S
W W
J B
W F
H C
S
NOTE:
FOR GENERAL NOTES SEE SHEET G-002.
SECTION - STATION 17+00
SCALE: HORIZ 1" = 50'; VERT 1" = 10'
E4
50' 100'0
10' 20'0
SECTION - STATION 45+50
SCALE: HORIZ 1" = 50'; VERT 1" = 10'
C4
50' 100'0
10' 20'0
SECTION
SCALE: HORIZ 1" = 50'; VERT 1" = 10'
A4
50' 100'0
10' 20'0
| G-001 |
| G-002 |
| C-101 |
| C-102 |
| C-301 |
| 2020-04-20T07:32:24-0400 | |
| GODFREY.MARK.EDWARD.1012126057 |
| 2020-04-20T08:59:34-0400 | |
| CHIBBARO.KATHERINE.HELEN.1410564455 |
| 2020-04-22T07:13:35-0400 | |
| TESSIER.MATTHEW.E.1377053253 |
| 2020-04-23T16:04:02-0400 | |
| MARGOLIS.DAVID.I.1228573805 |
| SC DATE: 20 Apr 2020 |
| CED DATE: 23 Apr 2020 |
| DBC DATE: 22 Apr 2020 |
| GEO-E DATE: |
| GEO-W DATE: |
| TLE DATE: 20 Apr 2020 |
| TSC DATE: |
| CC1: LPT 02/04/20 |
File details come from the government source that posted it. Updated .