DRAWINGS.pdf
PDF 3 MB Posted
- Solicitation number
- W912WJ20B0019
About this file
This set of engineering drawings and related federal contract opportunity provide details for the Wood Island Harbor at Biddeford Pool Maintenance Dredging project in Biddeford, Maine. The U.S. Army Corps of Engineers, Engineering District New England, will dredge the 10-foot channel, 6-foot basin, and The Pool areas to authorized depths. The solicitation was issued on August 2020 under number W912WJ20B0019 for these dredging services. The drawings show the harbor and channel layout, sections, and general notes. Award is anticipated before winter 2020 maintenance dredging season.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
G
F
E
D
C
B
A
US Army Corps of Engineers ®
New England District
2 3 4
WOOD ISLAND HARBOR AND
THE POOL AT BIDDEFORD
BIDDEFORD, MAINE
MAINTENANCE DREDGING
N
I
I
I
I
NEW
HAMPSHIRE I
I
I
CONCORD '-
VT. I
I ---7 ----
/ BOSTON
/MASSACHUSETTS
L---J4----.---, I HARTFORD
P�OV •
I co� N . :R . -"n ''.,', I J j __,,...._ .,--J-v--"
!J
CANADA
MAINE
WOOD ISLAND HARBOR AND
THE POOL AT BIDDEFORD
ATLANTIC
OCEAN
LOCATION MAP
NOT TO SCALE
SOLICITATION NO.: W912WJ2080019
CONTRACT NO.:
ISSUE DATE: AUGUST 2020
N
THE POOL
TOWN
THATCH BED
6-FTBASIN
WOOD ISLAND
HARBOR
10-FT CHANNEL
FORT HILL
POINT
STAGE
ISLAND
I
I I
B I D D E F O R D P O O L
LOCATION MAP
NOT TO SCALE
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Wood Island Harbor/2018 Maintenance Dredging (WIS-2695)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/C
ANSI D 13-AUG-2020 13:55 PowerlnRoads
SHEET NO.
1 G-001
2 G-002
3 C-101
4 C-102
5 C-301
8 9 10
INDEX TO DRAWINGS
DESIGN FILE
WIS-2695_G-001.DGN
WIS-2695_G-002.DGN
WIS-2695 C-101.DGN
WIS-2695 C-102.DGN
WIS-2695_C-301.DGN
SHEET TITLE
COVER SHEET AND INDEX
GENERAL PLAN AND INDEX TO NAVIGATION AIDS, LEGEND,
CHANNEL COORDINATES AND GENERAL NOTES
10-FOOT CHANNEL PLAN
6-FOOT BASIN PLAN
SECTIONS
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
REVIEWED BY:
CHIEF, SURVEY SECTION DATE
REVIEWED BY:
CHIEF. GEOTECHNICAUWATER RESOURCES BRANCH DATE
REVIEWED BY:
CHIEF. GEO-ENVIRONMENTAL ENGINEERING BRANCH DATE
APPROVAL RECOMMENDED BY:
CHIEF. DESIGN BRANCH DATE
APPROVAL RECOMMENDED BY:
CHIEF. TECHNICAL SUPPORT BRANCH/DEPUTY CHIEF ENG DIV DATE
APPROVED BY:
CHIEF. ENGINEERING DIVISION DATE
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.
US Army Corps of Engineers®
Cl z
Cl z
1-w w I en ct::w
SHEET ID
G-001 z ii':
u
PRELIMINARY
N/A
N/A
N/A
E6EPDLPT
Typewritten Text
LPT
E6EPDLPT
Typewritten Text 8/18/20 e6eddkhc Text Box 8/20/2020
E6CD9BRS
Text Box
ISSUE FOR CONSTRUCTION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
R
O A
D
N E
W E
N G
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
PRELIMINARY
W
IS
-2
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
B
ID
D E
F O
R D
M A
IN
E
T H
E P
O O
L A
T B
ID
D E
F O
R D
W O
O D I S
L A
N D H
A R
B O
R A
N D of Engineers
US Army Corps
W
W J
B
STAGE ISLAND
BIDDEFORD POOL
THATCH BED
TOWN
FORT HILL POINT
HARBOR
WOOD ISLAND
SHEET C-102
SHEET C-101
F L O
O D
E B B
INDEX OF NAVIGATION AIDS
COORDINATES
STATE PLANE
POSITION
GEOGRAPHIC
NO. DATE
GC-7
RN-10
09/17/2017
09/17/2017
E 2904396
N 226410
N 223229
E 2902010
43°-27'-15.8"N
70°-20'-55.6"W
43°-26'-44.3"N
70°-21'-27.8"W
LEGEND
SYMBOLDESCRIPTION
E
N 227000
E
E
E
N 227000
N 225000
N 223000
N 225000
ISLAND
WOOD
N 223000
EELGRASS BED
SILT MATERIAL AREA
LEDGE (APPROXIMATE)
CHANNEL COORDINATES
BASELINE / CENTERLINE
NAVIGATION AIDS
(CROSS-SECTION ONLY)
ALLOWABLE OVERDEPTH
MATERIAL REQUIRED TO BE DREDGED
6-FOOT DEPTH CONTOUR
10-FOOT DEPTH CONTOUR
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Wood Island Harbor/2018 Maintenance Dredging (WIS-2695)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/G
ANSI D 13-AUG-2020 13:57 PowerInRoads
E .M
A R
A M
A Y
O
A N
S I
D :1
G-002A1 600'0 300'
N
SCALE: 1'' = 300'
GENERAL PLAN
G E
N E
R A
L P
L A
N
IN
D E
X T
O N
A V
IG
A T
IO
N A
ID
S L E
G E
N D
ICE BREAKERS
(NO SPUD ZONE)
CABLE AREA
(NO SPUD ZONE)
CABLE AREA
THE SACO BAY DISPOSAL SITE
AREA TO BE DISPOSED OF AT
SILT MATERIAL FROM HATCHED
B S
P R
A G
U E
H P
H
IL
IP
S
L T
H
IB
O D
E A
U
C H
A N
N E
L C
O O
R D
IN
A T
E S G
E N
E R
A L N
O T
E S
OF CHANNEL LIMITS)
(NO SPUD ZONE OUTSIDE
EELGRASS BED
ROCK
HALFTIDE
ROCK
PHILLIP
DATE: SEPTEMBER 2017
REFER TO SURVEY NO. 17-2470
SURVEYED BY: FREDERICK PERRY AND CREW
9. FIELD BOOK: R&H 1310
LOCATIONS, CONTRAINTS AND HAUL ROUTES.
8. REFER TO SPECIFICATION SECTION 35 20 23 FOR DREDGE MATERIAL DISPOSAL
INDICATING THE CONDITIONS EXISTING AT THAT TIME.
SURVEYS MADE ON THE DATES INDICATED, AND CAN ONLY BE CONSIDERED AS
7. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE RESULTS OF
SHOULD NOT BE USED FOR VOLUME CALCULATION PURPOSES.
CONDUCTED DURING SEPTEMBER 2017. THE DATA DEPICTED ON THESE MAPS
SHOALEST SOUNDINGS OF THOSE OBTAINED FROM HYDROGRAPHIC SURVEYS
6. THE SOUNDING INFORMATION SHOWN ON THESE MAPS REPRESENTS THE
USED WAS STATION MTS KENNEBUNK.
RECORDED UTILIZING A TRIMBLE SPS 855 GPS SYSTEM. THE RTK BASE STATION
AT 200 KHZ. HORIZONTAL POSITIONING AND REAL TIME TIDE READINGS WERE
5. SURVEY WAS PERFORMED USING AN ODOM MK 2 ECHO SOUNDER OPERATING
BASED ON U.S. SURVEY FEET.
SYSTEM FOR THE STATE OF MAINE (WEST ZONE 1802), NAD 1983 AND ARE
4. COORDINATES SHOWN ARE BASED ON THE TRANSVERSE MERCATOR GRID
OF TIDE IS 8.9 FEET.
MLLW. NO TIDE GAUGES WERE USED ON THIS PROJECT. THE AVERAGE RANGE
THEREFORE THE CORRECTION SHOULD BE ADDED TO NAVD88 TO CONVERT TO
RIVER, MAINE (STATION ID 8418606, 4/21/2003). NAVD88 IS ABOVE MLLW;
ESTABLISHED IN THE VICINITY OF NOAA BENCH MARKS AT CAMP ELLIS, SACO
NAVD88 CORRECTION FOR THIS PROJECT IS 5.39 FEET. THE CORRECTION WAS
3. BENCH MARK DATA: TIDES WERE RECORDED USING RTK GPS. THE MLLW TO
SHOULD BE USED AS A GENERAL REFERENCE ONLY.
PIERS, ETC., IS LOCATED APPROXIMATE UNLESS OTHERWISE NOTED AND
NOAA CHART NO. 13287. ALL TOPOGRAPHY, INCLUDING SHORELINE, BRIDGES,
2. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS, AERIAL IMAGERY AND/OR
AND SHOULD BE CONSIDERED NEGATIVE.
SOUNDINGS WITHOUT A SIGN ARE BELOW THE REFERENCE PLANE OF MLLW,
SOUNDINGS NOTED WITH A (+) ARE ABOVE THE REFERENCE PLANE OF MLLW.
LOWER LOW WATER (MLLW) AND IS BASED ON THE 1983-2001 TIDAL EPOCH.
1. SOUNDINGS ARE IN FEET AND TENTHS. THE REFERENCE PLANE IS MEAN
GENERAL NOTES:
GC-7
RN-10
WEST ZONE 1802
STATE PLANE NAD 1983
10-FOOT CHANNEL & 6-FOOT BASIN
BIDDEFORD, MAINE
AND THE POOL AT BIDDEFORD
WOOD ISLAND HARBOR
11 15 2902002.00 223277.90
14 2901860.77 223389.07
13 2901649.79 223416.66
12 2901359.82 222793.43
11 2901903.82 222540.32
10 2902178.02 223129.65
9 2902500.81 223289.05
8 2902439.72 223412.76
7 2904484.68 226695.86
6 2902780.89 224267.39
5 2902137.16 223449.62
4 2902215.74 223387.76
3 2902313.58 223512.05
2 2902861.17 224207.70
1 2904566.54 226638.43
# EASTING NORTHING
A U
G U
S T
E6EPDLPT
Typewritten Text 8/18/20
E6EPDLPT
Typewritten Text
LPT
E6CD9BRS
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
R
O A
D
N E
W E
N G
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
IS
-2
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
B
ID
D E
F O
R D
M A
IN
E
T H
E P
O O
L A
T B
ID
D E
F O
R D
W O
O D I S
L A
N D H
A R
B O
R A
N D of Engineers
US Army Corps
W
W J
B
15.6
15.6
15.5
15.4
15.2
15.0
14.9
14.9
14.9
14.8
14.8
14.7
14.7
14.7
14.7
14.6
14.6
14.5
14.5
14.4
14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.1 14.1
14.0
14.0
14.0
13.8
13.8
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.2
13.2
13.2
13.1
13.1
13.1
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2 12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
11.9
11.9
11.9
11.9
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
10.0
9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
9.0
9.0
9.0
9.0
9.0 9.0
9.0
8.9
8.9 8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5 8.5
8.5
8.5
8.4
8.4
8.4 8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8 7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6 7.6
7.6
7.6
7.6
7.6
7.6 7.6
7.6
7.5
7.5 7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.4 7.47.4
7.4
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.27.2
7.2 7.2
7.1
7.1 7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0 7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.3
6.36.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
E
E
E
N 226000 N 226000
N 225000 N 225000
E
E
0 BIDDEFORD POOL
HARBOR
WOOD ISLAND
HALFTIDE ROCK
10-FOOT CHANNEL
(TYP.)
CHANNEL LIMIT
CABLE AREA
DAY BEACON G-9
HALF TIDE ROCK
100'
GC - 7
L O
O D
E B B pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Wood Island Harbor/2018 Maintenance Dredging (WIS-2695)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/P
ANSI D 13-AUG-2020 13:59 PowerInRoads
E .M
A R
A M
A Y
O
A N
S I
D :1
C-101100' 200'0
N
A3
SCALE: 1'' = 100'
PLAN
C-301
D3
C-301
D3
FOR GENERAL NOTES SEE SHEET G-002.
FOR SECTION SEE SHEET C-301.
NOTES:
EELGRASS BED
3.
2.
1.
LIMITS IS PERMITTED.
SPUDDING OUTSITE OF THE CHANNEL
WITHIN THE EELGRASS BED SHOWN, NO
IN SPECIFICATIONS SECTION 35 20 23
SHOWN ON SHEET C-301 AND DESCRIBED
PERFORM THE PRESCRIBED BOX CUT AS
FOR CHANNEL SIDE SLOPE DREDGING:
ENVIRONMENTAL PROTECTION.
FEATURES" SUBPART OF SPECIFICATIONS SECTION 01 57 20
BATHYMETRIC SURVEY RESULTS. REFER TO THE "PROTECTION
THIS LIMIT MAY BE REDEFINED BASED ON THE PRE-DREDGE
THAT EDGE OF WORK (FOLLOW THE 10 FOOT CONTOUR). NOTE THAT
CLOSELY AS POSSIBLE TO MINIMIZE EELGRASS IMPACTS ALONG
CONTRACTOR SHALL FOLLOW THE LIMITS OF DREDGING SHOWN AS
WHERE THE PRESCRIBED BOX CUT ISN'T REQUIRED, THE
ALONG THE LIMITS OF DREDGING WITHIN THE 10-FOOT CHANNEL
ENVIRONMENTAL PROTECTION.
FEATURES" SUBPART OF SPECIFICATIONS SECTION 01 57 20
BATHYMETRIC SURVEY RESULTS. REFER TO THE "PROTECTION
THIS LIMIT MAY BE REDEFINED BASED ON THE PRE-DREDGE
THAT EDGE OF WORK (FOLLOW THE 10 FOOT CONTOUR). NOTE THAT
CLOSELY AS POSSIBLE TO MINIMIZE EELGRASS IMPACTS ALONG
CONTRACTOR SHALL FOLLOW THE LIMITS OF DREDGING SHOWN AS
WHERE THE PRESCRIBED BOX CUT ISN'T REQUIRED, THE
ALONG THE LIMITS OF DREDGING WITHIN THE 10-FOOT CHANNEL
B S
P R
A G
U E
H P
H
IL
IP
S
L T
H
IB
O D
E A
U
-F
O O
T C
H A
N N
E L P
L
N
G U
S T
E6EPDLPT
Typewritten Text 8/18/20
E6EPDLPT
Typewritten Text
LPT
E6CD9BRS
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
R
O A
D
N E
W E
N G
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
IS
-2
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
B
ID
D E
F O
R D
M A
IN
E
T H
E P
O O
L A
T B
ID
D E
F O
R D
W O
O D I S
L A
N D H
A R
B O
R A
N D of Engineers
US Army Corps
W
W J
B
33.3
32.8
31.8
30.4
30.2
29.9
28.6
28.2
28.1
27.9 27.9
27.8
27.2
27.0
27.0 26.7
25.3
25.0
24.7
24.5
24.4
24.4
24.0
23.7
22.9
22.4
22.0
22.0
21.8 21.8
21.5
21.2
20.8
20.6
20.1
19.7 19.6
19.3 19.3
19.3
19.3
18.9
18.3
18.2
18.0
17.9
17.7
17.6
17.1
17.0
16.9
16.9
16.8 16.6
16.4
16.4
16.4
16.1
16.1
15.9
15.7
15.7 15.7
15.6
15.5
15.2
15.1
14.8
14.8
14.6
14.5
14.5
14.5
14.5
14.3
14.2
14.2
14.1
13.9
13.8
13.7
13.7
13.7
13.7
13.6
13.6
13.6
13.5
13.5
13.5
13.4
13.4
13.3 13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.2 12.1
12.1
12.0
12.0
12.0
12.0
12.0
11.9
11.9
11.9
11.9 11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.5 11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.3
10.3
10.3
10.2
10.1
10.1
10.1
9.9
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.6
9.6
9.5
9.5
9.4
9.4
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.0 8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.5
8.5
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.0
8.0
8.0
8.0
8.0 8.0
8.0
8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
6.9
6.9
6.9
6.9 6.96.9
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5
6.5 6.5
6.5
6.5
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.3 6.3
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.1
6.1
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.6 5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4 5.4
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2 5.2
5.2
5.2
5.2
5.1
5.15.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.8 4.8
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7 4.7
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9
3.9 3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.6
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.3
3.3
3.3 3.3
3.3
3.3
3.3
3.3
3.2
3.2
3.2
3.2
3.2 3.2
3.2
3.2 3.2
3.2
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0 3.0
3.0
3.03.0
3.0
3.0
3.0
2.9
2.9
2.9
2.9
2.9
2.9
2.8
2.8
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.6 2.6
2.6
2.6
2.6
2.6
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.3
2.3 2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.2
2.2
2.2
2.22.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.1
2.1 2.1
2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0
2.0
2.0
2.0
1.9
1.9
1.9
1.9
1.8
1.8
1.8
1.8
1.8
1.7
1.7
1.7
1.6
1.6
1.6
1.6
1.6
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.4
1.4
1.4
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.1
1.1
1.1
1.0
1.0
1.0
1.0
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5 0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
POOL
BIDDEFORD
-0.0
-0.0
-0.0
-0.0
-0.0
E
E
E
E
E
E
E
E
E
N 224000 N 224000N 224000 N 224000N 224000 N 224000
N 223000 N 223000N 223000 N 223000N 223000 N 223000
E
E
E
E
E
E
HARBOR
WOOD ISLAND
POOL
BIDDEFORD
PIER
ODOY'S
RAMP
GRAVEL
CLUB
POOL YACHT
BIDDEFORD
FLETCHER NECK
THE POOL
THATCH BED
TOWN
FORT HILL POINT
6-FOOT BASIN
ICE BREAKERS
CABLE AREA
ASSOCIATION
FISHERMAN'S
BIDDEFORD POOL
600'
RN-10
F L O
O D
E B
B
(TYP.)
BASIN LIMIT
+0.1
+0.1
+0.1
+0.1
+0.1
+0.1
+0.2
+0.2
+0.2
+0.2
+0.3
+0.3
+0.3
+0.3 +0.3
+0.3
+0.3
+0.3
+0.3
+0.4
+0.4
+0.4
+0.4
+0.4
+0.4
+0.4
+0.4
+0.5
+0.5
+0.5
+0.6
+0.6 +0.6
+0.6
+0.6
+0.7 +0.7
+0.7
+0.7
+0.7
+0.7
+0.7
+0.8
+0.9
+0.9
+0.9
+1.0
+1.0
+1.0
+1.0
+1.1 +1.1
+1.1
+1.1
+1.1
+1.1
+1.2
+1.2
+1.3
+1.3
+1.3
+1.4
+1.4 +1.4
+1.5 +1.5
+1.7
+1.7
+1.8
+1.8 +1.8
+1.9
+2.0
+2.0
+2.2
+2.3 +2.4
+2.5
+2.5
+2.7 +2.8
+3.0
+3.1
+3.3 pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Wood Island Harbor/2018 Maintenance Dredging (WIS-2695)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/P
ANSI D 13-AUG-2020 14:02 PowerInRoads
E .M
A R
A M
A Y
O
A N
S I
D :1
C-102100' 200'0
N
A3
SCALE: 1'' = 100'
PLAN
C-301
B3
C-301
B3
2.
1.FOR GENERAL NOTES SEE SHEET G-002.
FOR SECTION SEE SHEET C-301.
NOTES:
# EASTING NORTHING
STATE PLANE NAD 1983, WEST ZONE 1802
6-FOOT BASIN - SILT MATERIAL AREA
BIDDEFORD POOL, BIDDEFORD, MAINE
6 2901926.65 222791.86
5 2901822.35 222765.78
4 2901644.24 222661.10
3 2901903.00 222538.47
2 2902058.96 222873.75
1 2901991.49 222905.25
COORDINATES HAVE ARE PROVIDED
DISPOSAL SITE. SIMPLIFIED GEOMETRY
TO BE DISPOSED OF AT THE SACO BAY
SILT MATERIAL FROM HATCHED AREA
VINES LANDING
ENCOUNTERED AND TO BE RETURNED
HARBORMASTER WHEN RETRIEVED MOORINGS ARE
THE TOWN AT VINES LANDING. COORDINATE WITH THE
ALL RETRIEVED DERELICT MOORINGS SHALL BE RETURNED TO
B S
P R
A G
U E
H P
H
IL
IP
S
L T
H
IB
O D
E A
U
-F
O O
T B
A S
IN
P
L
N
G U
S T
E6EPDLPT
Typewritten Text 8/18/20
E6EPDLPT
Typewritten Text
LPT
E6CD9BRS
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
R
O A
D
N E
W E
N G
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
IS
-2
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
B
ID
D E
F O
R D
M A
IN
E
T H
E P
O O
L A
T B
ID
D E
F O
R D
W O
O D I S
L A
N D H
A R
B O
R A
N D of Engineers
US Army Corps
W
W J
B
-5
-10
-15
-20
E L E
V A
T
IO
N I
N M
L L
W
0 20 40 60 80 100-20-40-60-80-100
-5
-10
-15
-20
E L E
V A
T
IO
N I
N M
L L
W
-5
-10
-15
-20
E L E
V A
T
IO
N I
N M
L L
W
0 50 100 150 200 250 300 350 400-50-100-150-200-250-300-350-400
-5
-10
-15
-20
E L E
V A
T
IO
N I
N M
L L
W pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Wood Island Harbor/2018 Maintenance Dredging (WIS-2695)/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/P
ANSI D 13-AUG-2020 14:05 PowerInRoads
A N
S I
D :1
C-301
SCALE: HOR 1'' = 20' 20' 40'0
10' 20'0
VER 1'' = 10'
SCALE: HOR 1'' = 50'
VER 1'' = 10'
10' 20'0
50' 100'0
SECTION - 10-FOOT CHANNEL
SECTION - 6-FOOT BASIN
FOR GENERAL NOTES SEE SHEET G-002.
FOR SECTIONS SEE SHEET C-101 AND C-102.
NOTES:
S E
C
IT
IO
N S
1' ALLOWABLE OVERDEPTH
MLLW
EXISTING BOTTOM
(TYP.)
SIDE SLOPE
1' V ON 3' H
6-FOOT BASIN
600'
TO BE REMOVED
MATERIAL REQUIRED
' 6
EAST BASIN LIMITWEST BASIN LIMIT
10-FOOT CHANNEL
WEST CHANNEL LIMITEAST CHANNEL LIMIT
TO BE REMOVED
MATERIAL REQUIRED
1' ALLOWABLE OVERDEPTH
EXISTING BOTTOM
100'
MLLW
SEE NOTE 3
3.
2.
1.
SLOUGH (TYP.)
SIDE SLOPE
1' V ON 3' H
EXISTING BOTTOM
REQUIRED DEPTH (-10 FT)
ALLOWABLE OVERDEPTH (-11 FT)
PRESCRIBED BOX CUT LIMIT
CHANNEL/ANCHORAGE LIMIT
VARIES
MATERIAL TO BE REMOVED (GRAY)
VARIES
SLOPE SHOWN IN PLAN VIEWS
LIMIT OF DREDGING ALONG SIDE
AREA BELOW OVERDEPTH
PRESCRIBED BOX CUT CREDIT
NATURAL SLOUGH
3H:1V ANTICIPATED
PRESCRIBED BOX CUT
MINIMIZE EELGRASS BED IMPACTS.
BOX-CUT BEYOND THE CHANNEL LIMITS SHOWN TO
SHALL LIMITED TO NO MORE THAN A 6-FOOT WIDE
DREDGING OF THE SIDE SLOPES FOR THE CHANNEL
DESCRIBED IN SPECIFICATIONS SECTION 35 20 23.
PRESCRIBED BOX-CUT AS SHOWN ABOVE AND
CHANNEL SIDE SLOPES SHALL BE DREDGED USING A
PRESCRIBED BOX CUT
B S
P R
A G
U E
H P
H
IL
IP
S
L T
H
IB
O D
E A
U
B S
P R
A G
E
VARY THE BOX CUT WIDTH UP TO 6-FEET
U
G U
S T
C-101
D3
C-102
B3
E6EPDLPT
Typewritten Text 8/18/20
E6EPDLPT
Typewritten Text
LPT
E6CD9BRS
Text Box
WITHIN
E6CD9BRS
| 2020-08-18T13:06:51-0400 | |
| SPRAGUE.BRENDAN.R.1503650238 |
| 2020-08-20T07:17:54-0400 | |
| CHIBBARO.KATHERINE.HELEN.1410564455 |
| 2020-08-20T11:47:03-0400 | |
| TESSIER.MATTHEW.E.1377053253 |
| 2020-08-25T11:53:34-0400 | |
| MARGOLIS.DAVID.I.1228573805 |
| Date5_af_date: 8/18/20 |
| Date6_af_date: |
| Date7_af_date: 8/20/20 |
| Date8_af_date: |
File details come from the government source that posted it. Updated .