Drawings.pdf
PDF 3 MB Posted
- Attached to
- Rye Harbor Maintenance Dregding Federal contract opportunity
- Solicitation number
- W912WJ20B0017
About this file
This solicitation package includes drawings and specifications for the maintenance dredging of Rye Harbor in New Hampshire. The U.S. Army Corps of Engineers, New England District is seeking bids to dredge the federal navigation channels and anchorages at the harbor to required depths between six to ten feet. Bids are due by 1:00 PM EST on June 17, 2020 and will be opened at 2:00 PM EST on the same date. The procurement is set aside for small businesses. The work includes mechanical dredging and disposal of dredged materials to achieve the required depths and side slopes shown in the contract drawings. Offerors must access the solicitation through the Contract Opportunities website at beta.SAM.gov.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract 20B0017.pdf | ||
| Amendment W912WJ20B0017-0004.pdf | ||
| Amendment W912WJ20B0017-0003.pdf | ||
| Amendment 0003 _ C-101.PDF | ||
| Amendment 0003 _ G-002.PDF | ||
| Amendment W912WJ20B0017-0002.pdf | ||
| Amendment W912WJ20B0017 0001 (Bid Opening 31JUL2020).pdf | ||
| Specs.pdf | ||
| W912WJ20B0017 Rye Harbor Maintenance Dredging.pdf |
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Text version
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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
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
G-002
C-101
C-301
RYE_2786_SP_FY2020.DWG COVER SHEET AND INDEX TO DRAWINGS
SITE PLAN
SECTIONS
GENERAL PLAN, GENERAL NOTES, PROJECT
COORDINATES, AND LEGEND
RYE_2786_SP_FY2020.DWG
RYE_2786_SP_FY2020.DWG
RYE_2786_SP_FY2020.DWG
US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
MAINTENANCE DREDGING
RYE HARBOR
RYE, NEW HAMPSHIRE
W912WJ20B0017
JUNE 2020
RYE
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
N
R Y
E
SOLICITATION SET
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A
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C O
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M
A
J U
W W
J B
A N
S I
D
8-FOOT STATE
ANCHORAGE
6-FOOT
ANCHORAGE
8-FOOT
ANCHORAGE
8-FOOT
CHANNEL
10-FOOT
CHANNEL
RYE
RYE
RYE HARBOR
ATLANTIC OCEAN
RYE HARBOR
O
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B
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A
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8-FOOT STATE
ANCHORAGE
8-FOOT ANCHORAGE
6-FOOT ANCHORAGE
S
T
A
E
A
K
W
A
T
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R
RYE HARBOR
STATE MARINA
RAGGED NECK
POINT
BREAKWATER
LIGHT (FL R-4)
F
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H
A
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B
A
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A
A
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A
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B
A
D
H
A
R
B
A
D
COMMERCIAL FISH PIER
STATION FISH PIER (2020)
SEE GENERAL NOTE 5
GRANITE STATE
WHALE WATCH
O
C
E
U
L
E
V
A
A
O
C
E
U
L E
V
A
T
A
RAY HARBOR
STATE PARK
M
I
N
E
8-FOOT CHANNEL
10-FOOT CHANNEL
F
O
A
N
N
E
L
N 184500
N 184000
N 183500
E
E
E
E
E
N 184500
N 184000
N 183500
W
W
W
W
W
W
W
W
W
W
W
W
W
6-FOOT
ANCHORAGE
8-FOOT CHANNEL
10-FOOT CHANNEL
8-FOOT ANCHORAGE
DOCK AND PIERS TO REMAIN
IN PLACE; THIS DOCK ONLY
(SEE NOTE 3 ON SHEET C-101)
FLOATING DOCKS AT 3 LOCATIONS
TO BE REMOVED BY THE HARBOR
MASTER; PIERS TO REMAIN PLACE
(SEE NOTE 3 ON SHEET C-101)
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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. ANY
SOUNDINGS NOTED WITH A (+) ARE ABOVE THE REFERENCE PLANE OF MLLW. ANY
SOUNDINGS WITHOUT A SIGN ARE BELOW THE REFERENCE PLANE OF MLLW, AND
SHOULD BE CONSIDERED NEGATIVE.
2. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS AND/OR NOAA CHART NO.
13283. 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 5.10 FEET. THE CORRECTION IS
REFERENCED FROM NOAA'S V-DATUM MODEL IN THE VICINITY OF RYE HARBOR,
RYE, NEW HAMPSHIRE. NAVD88 IS ABOVE MLLW, THEREFORE THE CORRECTION
SHOULD BE ADDED TO NAVD88 TO CONVERT TO MLLW. NO TIDE GAUGES WERE
USED ON THIS PROJECT. AVERAGE RANGE OF TIDE IS 8.4 FEET.
4. COORDINATES SHOWN ARE BASED ON THE TRANSVERSE MERCATOR GRID SYSTEM
FOR THE STATE OF NEW HAMPSHIRE (ZONE 2800), NAD 1983 AND ARE BASED ON
U.S. SURVEY FEET.
5. SURVEY WAS PERFORMED USING A RESON T-50 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 FISH PIER (2020).
6. THE SOUNDING INFORMATION SHOWN IN THE CONTRACT DRAWINGS
REPRESENTS THE SHOALEST SOUNDINGS OF THOSE OBTAINED FROM
HYDROGRAPHIC SURVEYS CONDUCTED DURING MARCH 2020.
7. THE SOUNDING INFORMATION DEPICTED IN THE CONTRACT DRAWINGS SHOULD
NOT BE USED TO DETERMINE VOLUMES. VOLUMES ARE DETERMINED FROM
MORE SOUNDING INFORMATION THAN SHOWN.
8. THE INFORMATION DEPICTED IN THE CONTRACT DRAWINGS REPRESENTS THE
RESULTS OF SURVEYS MADE ON THE DATES INDICATED, AND CAN ONLY BE
CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
9. FIELD BOOK: R&H 4190
SURVEYED BY: PATRICK BERUBE AND CREW
REFER TO SURVEY NO. : RYE_2020_0319_CS_020
10.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.
1 1231194.18 183178.74
2 1230884.57 183318.59
3 1230631.32 183498.83
4 1229100.05 184190.51
5 1229141.22 184281.65
6 1230681.36 183585.95
7 1230934.61 183405.71
8 1231235.35 183269.87
9 1230172.74 183431.65
10 1229680.62 183653.94
11 1229555.69 183984.70
12 1229630.65 183786.24
13 1229355.13 183910.70
14 1229123.05 183828.99
15 1228981.97 183892.72
16 1229113.71 184184.38
17 1229596.86 184075.83
18 1229927.62 184200.74
19 1230419.74 183978.45
RYE HARBOR
NEW HAMPSHIRE
8 AND 10 - FOOT CHANNELS
6 AND 8 - FOOT ANCHORAGES
NEW HAMPSHIRE STATE PLANE
NAD 1983
NO. EASTING NORTHING
SYMBOLDESCRIPTION
REQUIRED DREDGING DEPTH, 10 FOOT CONTOUR
REQUIRED DREDGING DEPTH, 8 FOOT CONTOUR
REQUIRED DREDGING DEPTH, 6 FOOT CONTOUR
MATERIAL REQUIRED TO BE DREDGED
ALLOWABLE OVERDEPTH
(CROSS-SECTION ONLY)
NAVIGATION AIDS
BASELINE / CENTERLINE
CHANNEL COORDINATES
WATER LINE
LIMITS OF CHANNEL BOTTOM
DREDGING LIMIT ALONG SIDE SLOPE
SHORELINE
NO SPUD ZONE
DERELICT MOORING PLACEMENT AREA
PILE
W
LEGEND
LANDWARD SIDE
A3
SCALE: 1" = 100'
GENERAL PLAN
100' 200'0
N 183000
AutoCAD SHX Text
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A
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A
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A
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8-FOOT STATE
ANCHORAGE
8-FOOT ANCHORAGE
6-FOOT ANCHORAGE
S
T
A
E
A
K
W
A
T
E
R
RYE HARBOR
STATE MARINA
B
O
M
P
RAGGED NECK
POINT
BREAKWATER
LIGHT (FL R-4)
R Y E
R Y E
H A R B O R
ATLANTIC OCEANR Y E
H
A
R
B
A
D
O
C
E
U
L
E
V
A
A
H
A
R
B
A
D
H
A
R
B
A
D
COMMERCIAL FISH PIER
STATION FISH PIER (2020)
SEE GENERAL NOTE 5
GRANITE STATE
WHALE WATCH
O
C
E
U
L
E
V
A
A
O
C
E
U
L E
V
A
T
A
RAY HARBOR
STATE PARK
M
I
N
E
8-FOOT CHANNEL
10-FOOT CHANNEL
R Y E
H A R B O R
E4
C-301
E4
C-301
B2
C-301
B2
C-301
B5
C-301
B5
C-301
B8
C-301
B8
C-301
E2
C-301
E2
C-301
N 184500
N 184000
N 183500
E
E
E
E
E
N 184500
N 184000
N 183500
E7
C-301
E7
C-301
DERELICT MOORING
PLACEMENT AREA
(65' X 125')
NO SPUD ZONE (100 FEET ON
EITHER SIZE OF WATER LINE)
W
W
W
W
W
W
W
W
W
W
W
W
W
APPROXIMATE LOCATION OF
2 1/2" CAST IRON WATER LINE
FLOATING DOCKS AT 3 LOCATIONS
TO BE REMOVED BY THE HARBOR
MASTER; PIERS TO REMAIN IN
PLACE (SEE NOTE 3, THIS SHEET)
+0.2
+0.2
+3.0
+1.9
0.0
0.1
0.0
0.2
0.5
0.3
0.3
0.2
+0.6
2.2
1.7
1.3
0.7
0.5
3.4
3.4
2.3
1.9
2.1
1.9
1.9
2.8
3.1
1.0
0.8
6.0
2.7
3.1
0.4
4.7
5.4
7.8
7.5
6.2
3.8
4.6
2.1
1.4
0.3
2.0
7.0
7.3
1.3
4.4
7.0
7.4
4.2
7.2
5.5
4.2
3.2
2.3
6.5
5.7
2.5
0.2
6.6
4.5
3.0
3.6
5.2
1.2
6.6
7.0
6.6
7.0
3.8
4.3
2.9
6.2
3.6
6.5
0.0
6.1
3.9
5.6
4.7
5.6
4.4
3.6
6.7
6.1
4.5
4.0
6.3
6.0
6.4
6.7
6.6
5.1
1.4
4.1
6.0
6.2
4.1
6.5
4.5
0.2
6.2
4.9
6.7
6.4
5.6
7.4
7.1
+1.0
6.9
2.1
6.6
5.3
5.5
0.6
7.7
7.2
6.9
6.7
7.0
6.2
6.2
8.4
7.4
2.5
7.6
8.0
7.0
6.2
6.7
6.2
3.3
6.8
6.8
6.4
2.5
7.2
8.5
+2.3
7.1
7.0
6.7
6.8
7.4
8.0
8.3
8.3
8.0
4.8
7.0
6.7
7.0
2.8
7.4
7.0
9.1
8.0
8.8
6.9
7.6
8.8
+1.9
6.5
7.8
8.3
6.9
3.6
8.1
8.3
9.5
7.6
+0.5
6.2
7.6
8.0
8.6
6.7
7.4
9.8
+2.7
1.4
9.3
5.1
2.2
6.8
9.6
10.2
5.6
8.0
9.9
+1.7
7.6
7.2
8.3
8.8
9.9
6.7
+0.7
6.2
7.9
9.6
6.5
10.4
1.0
5.4
2.0
8.9
6.8
7.5
8.6
10.0
5.5
1.0
7.9
9.9
8.1
+1.8
5.7
6.0
8.9
9.3
9.7
7.6
8.7
1.5
7.7
+1.5
6.6
4.5
2.4
5.2
8.8
8.3
8.3
8.8
1.3
7.2
+0.3
7.8
1.8
8.6
6.0
8.1
7.7
7.9
8.6
8.4
8.6
4.0
+0.1
1.2
7.5
8.2
7.7
7.6
1.8
7.4
1.7
7.2
2.7
8.3
3.2
6.8
0.2
7.2
7.2
6.8
7.2
6.2
4.7
1.5
8.1
7.5
0.1
7.6
4.4
8.0
1.8
8.4
5.4
8.2
2.1
1.6
6.5
7.3
7.1
0.2
7.6
1.9
8.1
3.3
8.0
7.7
7.5
5.8
1.5
1.0
1.1
+0.5
6.6
6.8
6.9
1.2
3.8
7.7
7.4
7.4
7.6
7.3
6.3
1.8
1.3
0.5
2.7
6.7
1.0
5.2
7.1
7.2
7.0
1.9
1.3
6.9
6.6
3.3
0.7
3.8
6.2
7.0
1.6
1.4
0.4
6.4
6.7
7.0
3.3
6.7
6.9
5.9
1.0
2.2
5.4
7.0
6.8
0.6
6.6
4.2
6.6
6.3
6.5
6.1
3.8
2.0
6.9
0.6
6.8
6.6
3.9
6.7
5.5
0.4
6.7
0.2
6.2
6.6
6.2
2.5
6.6
6.7
5.5
4.6
2.6
6.1
6.9
6.6
6.5
6.7
6.7
1.8
+0.1
5.8
3.8
0.6
5.1
6.4
6.7
6.0
6.1
5.6
6.5
6.0
6.5
3.0
6.3
+0.1
5.5
1.4
6.8
6.2
6.3
6.6
6.5
5.8
5.2
6.6
6.5
2.7
+0.2
0.6
6.6
6.2
6.3
5.2
2.7
6.7
6.1
6.6
6.0
2.4
+0.4
6.1
6.2
6.7
0.8
5.2
5.6
6.5
6.4
6.3
6.5
2.0
1.0
+0.4
0.5
6.3
5.3
2.4
6.7
5.6
6.1
6.6
6.5
6.1
6.6
6.5
5.9
1.4
6.5
5.1
2.0
+0.3
0.5
6.2
0.3
5.0
6.6
6.2
5.9
6.6
5.6
2.2
0.9
3.4
6.2
6.4
6.0
4.7
5.9
6.0
0.5
5.5
6.5
+0.3
6.2
6.0
5.9
0.8
2.5
6.3
6.5
2.5
6.3
6.5
6.4
5.9
5.2
6.0
4.8
6.1
6.5
5.8
6.0
+0.2
0.5
6.1
6.2
1.2
6.1
5.6
3.7
6.2
6.0
6.0
5.5
4.1
6.4
6.3
6.4
6.1
2.0
0.7
5.4
0.5
+0.4
1.2
6.2
6.5
6.1
6.0
6.3
5.6
6.4
5.8
6.3
5.3
4.6
6.0
6.1
6.2
6.0
5.8
2.1
+0.4
4.4
5.0
6.3
6.2
6.3
0.9
6.1
6.4
6.3
6.1
3.3
5.8
6.2
0.4
6.2
5.2
5.5
1.9
0.7
6.3
6.2
6.2
6.1
3.9
5.4
5.9
6.2
6.2
4.9
4.0
6.2
5.6
5.8
1.3
6.3
4.5
6.0
0.1
0.6
6.2
6.2
2.7
5.8
6.0
6.2
5.7
5.0
6.1
6.1
6.1
6.3
5.0
4.5
5.6
6.1
5.4
0.8
6.1
1.5
4.3
6.2
6.1
1.6
5.9
0.6
5.4
6.3
6.2
3.8
5.2
5.6
6.1
5.9
5.9
6.1
5.9
5.9
5.6
1.0
1.7
6.2
5.0
6.2
6.0
1.6
5.4
6.3
6.0
5.9
0.8
6.0
4.8
6.3
4.3
6.2
5.9
5.0
5.9
6.1
5.8
6.1
2.0
4.8
5.6
1.4
5.3
5.6
6.0
2.6
5.3
6.0
4.9
0.8
4.5
5.4
6.3
5.9
6.0
6.3
5.7
1.7
6.1
6.1
6.3
6.2
5.9
1.8
4.2
6.3
6.0
5.2
5.8
6.1
6.1
5.4
6.1
5.9
0.9
6.2
5.4
1.2
5.6
6.2
5.6
6.1
6.1
5.9
4.8
2.8
3.9
5.3
5.9
5.9
1.7
5.9
5.8
6.2
6.1
5.4
6.3
5.7
5.9
5.9
6.2
1.4
5.4
4.9
0.9
3.7
6.3
6.2
5.9
5.5
6.1
6.1
6.4
2.2
6.2
6.4
5.9
5.8
6.2
6.1
5.7
6.0
5.9
6.0
1.6
6.3
2.7
4.3
4.9
6.2
6.2
1.2
6.2
6.3
6.1
5.4
5.6
5.6
5.9
6.0
5.9
6.0
6.3
6.1
5.9
4.0
5.2
6.0
5.7
1.7
6.0
5.8
1.5
6.0
6.1
6.3
0.9
5.3
4.8
2.9
4.6
6.0
5.7
5.9
5.5
6.3
5.1
6.1
6.2
6.4
5.9
5.8
1.6
6.0
6.0
5.0
5.9
5.9
4.1
6.4
6.3
5.3
6.1
6.1
5.8
6.3
6.1
5.8
0.9
4.7
6.2
5.6
2.1
6.1
6.6
6.4
4.6
1.7
4.9
6.3
6.2
5.9
2.4
4.9
5.7
6.0
5.8
5.4
6.3
5.9
5.9
5.6
6.1
6.2
6.3
0.9
6.0
4.0
5.9
5.5
6.1
6.4
6.4
1.9
5.7
4.2
5.3
5.0
6.1
6.3
5.9
5.8
6.3
5.7
5.2
6.2
6.4
5.8
5.4
1.1
6.5
5.5
6.1
6.4
1.5
6.5
5.7
5.6
5.5
6.0
6.3
6.2
5.9
5.2
5.8
3.9
3.7
6.4
6.0
2.2
6.1
6.4
5.8
5.4
4.8
6.4
6.3
6.2
5.7
1.3
5.0
5.6
4.9
6.3
5.9
3.7
6.3
6.4
3.2
6.5
5.7
6.5
5.8
5.3
1.5
5.8
1.9
4.4
6.4
6.4
6.0
5.7
5.6
5.0
2.3
5.1
6.5
4.9
6.2
6.2
5.3
4.0
3.4
3.4
5.6
4.9
6.4
6.5
3.7
6.5
6.0
5.6
5.7
5.4
6.5
6.2
1.3
5.6
4.9
5.5
5.3
6.2
3.6
2.1
3.6
6.4
5.1
5.9
6.4
5.6
5.6
6.1
6.5
6.5
6.2
5.4
5.0
1.3
6.3
6.1
6.0
5.4
5.7
6.5
3.0
3.4
6.8
6.4
5.6
5.3
6.3
6.6
6.6
6.6
5.7
5.4
3.4
5.9
5.5
5.6
1.9
6.5
6.3
5.4
6.0
4.8
5.8
6.5
6.6
6.5
5.7
6.8
5.4
5.1
1.1
6.8
6.6
6.5
5.6
5.4
2.3
6.2
6.0
4.1
6.2
5.4
3.8
6.3
5.6
1.6
5.0
6.8
6.3
5.6
5.3
5.2
2.9
6.0
6.8
6.4
6.3
6.0
5.8
6.5
6.4
5.2
4.9
0.3
4.1
6.9
6.6
5.5
4.5
6.2
5.2
6.9
0.7
6.9
5.7
7.0
6.5
6.1
5.4
6.9
6.0
5.0
4.8
2.8
6.8
6.5
6.4
3.6
6.3
5.1
4.0
5.0
0.6
5.0
6.6
5.4
4.2
6.6
5.7
5.4
6.8
6.0
3.5
6.3
6.1
5.3
4.7
2.8
6.6
5.0
6.0
1.8
7.0
6.9
6.4
5.4
5.0
4.7
0.8
5.3
4.9
7.1
6.3
5.5
6.2
5.4
6.6
4.3
6.8
6.9
6.4
5.0
4.6
2.7
3.8
6.9
4.9
5.2
1.3
+1.9
6.3
5.9
5.8
4.5
0.1
6.9
5.4
6.3
6.7
5.3
3.7
6.5
5.1
4.8
4.5
0.8
7.1
6.0
2.4
0.9
6.9
6.8
6.2
5.9
5.6
3.6
6.9
5.0
6.5
5.1
4.5
6.3
5.9
3.7
2.7
5.7
5.4
3.0
4.7
5.4
4.1
+0.7
6.7
6.4
4.8
4.8
6.8
5.2
6.9
6.0
5.0
1.9
6.5
5.9
4.9
2.2
4.2
2.5
+1.0
3.0
5.5
5.7
4.6
3.7
2.3
6.1
+1.5
6.7
6.8
4.3
6.2
6.6
6.4
5.3
5.2
4.9
2.1
+0.8
4.3
4.7
4.1
5.6
5.9
3.5
2.9
0.8
6.0
5.5
6.7
6.3
5.4
2.2
6.7
+0.7
6.6
4.9
1.9
+1.6
5.9
2.9
6.7
6.3
6.0
4.6
4.0
4.3
6.6
5.0
3.4
6.0
4.9
5.5
4.4
6.3
6.7
6.1
+0.3
4.6
3.8
2.7
6.3
6.5
6.3
5.2
6.4
4.9
4.8
2.8
5.2
4.5
4.0
6.2
6.1
5.5
+1.6
6.5
1.4
6.0
5.8
4.6
2.8
6.4
6.5
6.0
4.2
2.3
5.1
4.8
3.4
6.0
3.7
6.0
5.6
+1.1
4.6
6.2
3.0
+1.3
6.3
6.3
5.7
6.5
5.6
4.7
3.9
5.2
4.2
5.5
4.7
0.3
6.5
6.4
6.0
3.5
3.2
+1.3
6.3
6.0
4.4
4.1
6.3
6.0
5.6
2.4
4.9
3.7
6.4
6.3
5.1
4.7
+1.7
5.9
5.9
6.2
4.2
4.0
5.4
3.5
1.7
1.8
6.0
6.1
6.4
5.7
4.9
2.6
5.9
4.6
4.4
3.7
6.3
6.1
6.3
5.2
+1.7
5.9
-0.5
3.1
3.3
5.0
6.4
6.0
6.0
5.6
4.8
3.7
4.2
6.2
6.3
6.1
4.6
+1.2
6.3
4.0
5.2
6.1
6.4
4.8
3.8
4.7
5.8
6.2
+0.7
6.4
3.3
6.2
4.3
6.3
6.3
5.1
5.4
3.5
6.6
6.5
4.7
0.2
5.0
6.6
5.2
6.8
1.2
3.5
6.6
6.8
4.8
6.8
5.8
5.5
4.9
7.2
6.9
6.5
4.3
5.8
7.1
5.1
6.1
7.4
0.8
4.0
7.0
5.6
8.0
6.3
7.8
6.8
7.7
4.5
8.2
4.8
6.1
6.7
7.5
5.5
8.6
8.3
5.4
7.2
6.5
5.4
6.1
8.7
8.1
6.8
6.3
8.6
6.6
7.6
8.6
8.6
5.4
9.1
8.0
6.7
8.8
9.2
7.8
8.9
7.0
6.5
9.2
9.2
8.7
7.4
9.4
7.2
9.3
9.5
9.2
8.3
8.1
9.5
9.7
7.7
9.4
9.7
7.3
9.1
9.6
8.1
9.7
5.9
9.7
6.4
9.6
9.9
9.7
7.7
10.0
5.7
6.0
4.4
8.1
10.1
9.7
8.3
9.6
6.6
10.2
5.5
9.0
10.2
9.5
7.4
7.2
9.4
9.9
10.1
9.9
9.1
10.4
5.5
8.5
7.6
10.1
10.2
7.9
9.5
5.0
10.3
10.2
6.9
10.6
10.5
5.9
8.0
10.6
8.2
6.1
10.5
9.8
9.7
9.6
1.9
10.3
9.8
5.9
8.6
9.8
10.7
10.8
9.9
1.4
8.6
9.8
6.1
7.2
11.0
11.4
8.4
10.3
4.5
6.2
10.7
11.4
1.7
11.3
5.5
9.1
5.0
12.0
7.8
10.9
8.7
11.0
5.8
8.8
10.5
11.0
11.1
7.6
11.0
4.3
10.4
11.2
9.6
9.9
11.4
6.0
6.1
9.9
11.3
12.0
9.7
11.0
8.7
4.4
10.7
9.4
7.9
8.0
8.9
11.5
1.6
12.0
10.9
6.2
11.6
9.8
12.3
8.7
8.9
12.2
9.8
11.1
5.9
10.2
9.3
8.8
10.2
10.0
12.7
10.6
11.2
9.7
9.4
10.8
11.4
9.7
10.4
11.6
9.4
8.4
9.4
10.5
10.1
9.4
10.8
12.1
10.0
10.3
9.2
9.1
9.6
10.7
10.8
10.1
11.6
9.9
11.4
11.2
10.4
9.6
10.8
9.1
12.2
8.0
10.1
12.1
11.4
12.1
14.4
13.4
14.3
11.3
8.8
9.7
10.0
14.4
10.4
12.4
14.7
13.8
13.2
11.1
11.3
14.8
12.7
14.9
10.3
13.6
12.9
11.3
11.7
13.8
13.1
12.6
14.6
12.9
11.8
12.5
13.4
13.3
12.4
13.8
12.5
13.9
13.9
15.0
14.1
DREDGING LIMIT
ALONG SIDE SLOPE
DREDGING LIMIT
ALONG SIDE SLOPE
DREDGING LIMIT
ALONG SIDE SLOPE
6-FOOT
ANCHORAGE
8-FOOT CHANNEL
10-FOOT CHANNEL
8-FOOT ANCHORAGE
WITHIN DREDGING LIMITS
REMOVE APPROXIMATELY 12
WOOD PILES AS DEBRIS
(SEE NOTE 2, THIS SHEET)
DOCK AND PIERS TO REMAIN
IN PLACE; THIS DOCK ONLY
(SEE NOTE 3, THIS SHEET)
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
I N
G
C
O D
E
S C
A L E
C-101
S I T
E
P
L A
N
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
R Y
E
M A
I N
T E
N A
N C
E
D
R E
D G
I N
G
R Y
E
H
A R
B O
R
R Y
E
N
M
P S
H I R
E
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
J U
W W
J B
A N
S I
D
A1
SCALE: 1" = 100'
SITE PLAN
100' 200'0
N 183000 N 183000
E4
C-301
E7
C-301
E7
C-301
B2
C-301
NOTES:
1. SEE GENERAL NOTES ON SHEET G-002.
2. PILES ARE SHOWN SCHEMATICALLY FOR VISUAL PURPOSES ONLY.
3. THE CONTRACTOR SHALL BE REQUIRED TO WORK AROUND THE EXISTING
FLOATING DOCK PIERS AND THE DOCK AND PIERS TO REMAIN IN PLACE. THE
CONTRACTOR SHALL TAKE PRECAUTIONS WHEN DREDGING IN THESE AREAS AND
REFER TO SPECIFICATION SECTION 35 20 23 (MECHANICAL DREDGING),
SUBPARAGRAPH "PROTECTION TO EXISTING STRUCTURES".
AutoCAD SHX Text
-300 -200 -100 0 100 200-400-500
L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
1' V ON 3' H
SIDE SLOPE
(TYP)
320'
EXISTING BOTTOM
8-FT DEEP STATE ANCHORAGE 8-FT DEEP
CHANNEL
100'
-200 -100 0 100 200
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
10-FT DEEP
CHANNEL
100'
MLLW
MLLW
-300 -200 -100 0 100 400-400
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
E L
E V
A T
I O
N
E
T
M
L L
W
-20
-10
EXISTING BOTTOM
8-FT DEEP ANCHORAGE
200 300
-30
8-FT DEEP
CHANNEL
100'
6-FT DEEP ANCHORAGE
500-500
250' 250'
MLLW
1' V ON 3' H
SIDE SLOPE
(TYP)
-300 -200 -100 0 100 200-400
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
1' V ON 3' H
SIDE SLOPE
(TYP)
EXISTING
BOTTOM
8-FT DEEP 8-FT DEEP
CHANNEL
100'
STATE ANCH
150'
MLLW
E2
HOR. SCALE: 1" = 100'
SECTION - STA 2+50
VERT. SCALE: 1" = 10'
100' 200'0
10' 20'0
B2
HOR. SCALE: 1" = 100'
SECTION - STA 15+50
VERT. SCALE: 1" = 10'
100' 200'0
10' 20'0
B5
HOR. SCALE: 1" = 100'
SECTION - STA 19+50
VERT. SCALE: 1" = 10'
100' 200'0
10' 20'0
B8
HOR. SCALE: 1" = 100'
SECTION - STA 22+50
VERT. SCALE: 1" = 10'
100' 200'0
10' 20'0
-300 -200 -100 0 100 400-400
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
E L
E V
A T
I O
N
E
T
M
L L
W
-20
-10
8-FT DEEP ANCHORAGE
200 300
-30
8-FT DEEP
CHANNEL
100'
6-FT DEEP ANCHORAGE
500-500
250' 250'
MLLW
1' V ON 3' H
SIDE SLOPE
(TYP)
1' ALLOWABLE
OVERDEPTH
MATERIAL REQUIRED
TO BE REMOVED (TYP)
EXISTING BOTTOM
E7
HOR. SCALE: 1" = 100'
SECTION - STA 11+00
VERT. SCALE: 1" = 10'
100' 200'0
10' 20'0
-200 -100 0 100 200
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
E L
E V
A T
I O
N
E
T
M
L L
W
-30
-20
-10
1' V ON 3' H
SIDE SLOPE
(TYP)
EXISTING
BOTTOM
CHANNEL
100'
1' ALLOWABLE
OVERDEPTH
MLLW
MATERIAL
REQUIRED TO
BE REMOVED
E4
HOR. SCALE: 1" = 100'
SECTION - STA 5+50
VERT. SCALE: 1" = 10'
100' 200'0
10' 20'0
1' V ON 3' H
SIDE SLOPE
(TYP)
1' ALLOWABLE
OVERDEPTH
MATERIAL
REQUIRED TO
BE REMOVED
EXISTING
BOTTOM
1' ALLOWABLE
OVERDEPTH
1' ALLOWABLE
OVERDEPTH
MATERIAL REQUIRED
TO BE REMOVED (TYP)
MATERIAL
REQUIRED TO
BE REMOVED
MATERIAL REQUIRED
TO BE REMOVED (TYP)
1' ALLOWABLE
OVERDEPTH
10-FT DEEP
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
A
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
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| G-001 |
| G-002 |
| C-101 |
| C-301 |
| 2020-06-17T07:53:19-0400 | |
| GODFREY.MARK.EDWARD.1012126057 |
| 2020-06-17T07:46:48-0400 | |
| CHIBBARO.KATHERINE.HELEN.1410564455 |
| 2020-06-17T13:41:00-0400 | |
| TESSIER.MATTHEW.E.1377053253 |
| 2020-06-18T08:27:52-0400 | |
| MARGOLIS.DAVID.I.1228573805 |
| TLE DATE: 17 Jun 2020 |
| SC DATE: 17 Jun 2020 |
| GEO-E DATE: |
| CED DATE: 18 Jun 2020 |
| DBC DATE: 17 Jun 2020 |
| GEO-W DATE: |
| TSC DATE: |
| N/A: N/A |
| CC1: LPT 15/06/20 |
File details come from the government source that posted it. Updated .