Plans.pdf
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- Maintenance Dredging Saco River
- Solicitation number
- W912WJ18B0023
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Other files
| File | Type | Posted |
|---|---|---|
| BidAbstract-signed.pdf | ||
| Plans2018.pdf | ||
| W912WJ18B0023_Amendment_0001.pdf | ||
| Saco_Specs_.pdf | ||
| SpecsRevised.pdf | ||
| W912WJ18B0023_2.0.pdf |
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AUGUSTA
BANGOR
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PORTLAND
PORTSMOUTH
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VT.
MASSACHUSETTS
BOSTON
LOCATION MAP
NOT TO SCALE
ATLANTIC
OCEAN
CAPE
COD
HARTFORD
CONN.
PROV.
R.I.
N
NOT TO SCALE
N
VICINITY MAP
RIVER
SACO
ISLAND
RAM
ROCKS
SHARPS
ISLAND
BASKET
SACO RIVER
SACO BAY
F E
R R
Y B
E A
C H
CAMP ELLIS
TOWN PIER
BIDDEFORD
ANCHORAGE
6-FT NORTHEAST
MARINA
NORWOODS
POINT
JORDAN
ELLIS
CAMP
SACO
BOAT YARD
RUMERYS
ISLAND
FACTORY
8-FT CHANNEL
HALF-TIDE ISLAND
JUNKIN POINT
POINT
GORDAN
ISLAND
THUNDER
POINT
HILLS
POINT
MANNIX
MARINA
MARSTONS
ISLAND
SPRINGS
BRIMSTONE POINT
WINDMILL POINT
POINT
CHANDLER
CHANNEL
8-FT ENTRANCE
ANCHORAGE
6-FT SOUTH
CLUB
SACO YACHT
ANCHORAGE
6-FT NORTHWEST
6-FT MANEUVERING BASIN
NORTH JETTY
SOUTH JETTY
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Cover Sheet & Index
ANSI D 01-AUG-2018 08:54 MicroStation
COVER SHEET AND INDEX
DESIGN FILESHEET NO.
INDEX TO DRAWINGS
SHEET TITLE
of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New England District
MAINTENANCE DREDGING
BIDDEFORD AND SACO, MAINE
SACO RIVER
SAC-2785_G-001.DGN
E
A R
A M
A Y
O
A N
S I
D
G-001
:1
G-001
G-002
C-101
C-102
SAC-2785_G-002.DGN
SAC-2785_C-101.DGN
SAC-2785_C-102.DGN
C O
V E
R S
H E
E T A
N D I
N D
E X
C-302 SAC-2785_C-302.DGN
C-301 SAC-2785_C-301.DGN
C-103 SAC-2785_C-103.DGN
C-104 SAC-2785_C-104.DGN
C-105 SAC-2785_C-105.DGN
C-106 SAC-2785_C-106.DGN
PLAN STA. 115+00 TO STA. 160+00
PLAN STA. 160+00 TO STA. 220+00
STA. 0+00 TO STA. 57+00
PLAN - BASE BID
STA. 57+00 TO STA. 115+00
PLAN - BASE BID
TYPICAL CROSS SECTIONS - OPTIONAL ITEM
TYPICAL CROSS SECTIONS - BASE BID
STA. 280+00 TO STA. 372+58
PLAN - OPTIONAL ITEM
AND LOCATION OF IN-RIVER PLACEMENT
PLAN STA. 220+00 TO STA. 280+00
CHANNEL COORDINATES & GENERAL NOTES
GENERAL PLAN, INDEX TO NAVIGATION AIDS, LEGEND,
C-107 SAC-2785_C-107.DGN BEACH PLACEMENT SITE PLAN
L J
A C
O B
S A
U G
W912WJ18B0023
AUG 2018
M
G O
D F
R E
Y
(OPTION ITEM ONLY)
IN-RIVER DISPOSAL AREA
BEACH PLACEMENT AREA
L T
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1 2902699.92 228969.76
2 2899197.66 228888.08
3 2896147.61 228919.68
4 2894200.10 229079.15
5 2893535.92 228908.66
6 2893103.02 229043.93
7 2892649.41 229601.17
8 2892086.51 230469.63
9 2892203.99 230545.78
10 2892762.77 229683.67
11 2893184.99 229164.99
12 2893539.68 229054.16
13 2894188.07 229220.60
14 2895315.08 229128.32
15 2899196.37 229088.10
16 2902695.25 229169.70
17 2895515.47 228971.44
18 2895316.80 228812.12
19 2894320.14 228893.73
20 2894218.98 229077.60
21 2894506.57 229505.56
22 2895117.14 229455.56
23 2895296.34 229129.85
24 2895755.54 229123.76
25 2895857.20 229322.71
26 2896410.00 229316.98
27 2896507.64 229115.96
28 2880005.07 240095.29
29 2879341.91 239987.72
30 2878548.84 240194.69
31 2878471.38 240295.19
32 2878519.56 240638.24
33 2878873.80 240867.75
34 2878908.89 241018.19
35 2879001.41 240996.61
36 2878955.98 240801.84
37 2878667.78 240615.12
38 2878623.83 240302.15
39 2878646.68 240272.50
40 2879346.73 240089.81
41 2880369.88 240255.78
42 2880024.27 240434.27
43 2879565.93 240864.94
44 2879468.15 240682.38
45 2879692.90 240471.20
46 2879633.22 240237.59
47 2879351.56 240191.90
48 2878634.62 240379.00
# EASTING NORTHING
SACO RIVER
BIDDEFORD AND SACO, MAINE
8-FT CHANNELS
AND 6-FT ANCHORAGES
STATE PLANE NAD83
(MAIN WEST ZONE 1802)
SHEET
C-102
SHEET
C-103
SHEET
C-104
SHEET
C-105
SHEET
C-106
E
E
N 240000
E
E
N 230000
FLOOD
EBB
BIDDEFORD POOL
THE POOL
WOOD ISLAND
HARBOR
CAMP ELLIS
CHANDLER
POINT
WINDMILL
POINT
BRIMSTONE
POINT
MANNIX
POINT
HILLS
POINT
MOORS
BROOK
CHASE POINT
THUNDER ISLAND
GORDAN
POINT
FACTORY ISLAND
SACO
BIDDEFORD
SACO BAY
WEST
BROOK
DUNGEON
BROOK
HALF - TIDE ISLAND
BASKET
ISLAND
STAGE
ISLAND
HILLS BEACH
21 22
8 - FOOT CHANNEL
34 35
45 42
393038
32 37
SHEET
C-101
6-FOOT NORTHWEST ANCHORAGE
6-FOOT NORTHEAST ANCHORAGE
8-FOOT CHANNEL
LEGEND
SYMBOLDESCRIPTION
6-FOOT SOUTH
BASIN
6-FOOT MANEUVERING
SACO RIVER
NORTH JETTY
SOUTH JETTY
GENERAL NOTES:
REFER TO SURVEY NO. 16-1430
SURVEYED BY: FREDERICK W. PERRY AND CREW MARCH 2018
SURVEYED BY: ADRIEN B. LUSSIER AND CREW SEPTEMBER 2016
SURVEYED BY: ROBERT W. MACGOVERN AND CREW NOVEMBER 2015
8. FIELD BOOK: R&H 4521
EXISTING AT THAT TIME.
THE DATES INDICATED, AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS
7. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE RESULTS OF SURVEYS MADE ON
ON THESE MAPS SHOULD NOT BE USED FOR VOLUME CALCULATION PURPOSES.
STA. 372+47 AND DURING MARCH 2018 FROM STA 300+00 THRU STA 327+47. THE DATA DEPICTED
FROM STA. 0+00 THRU STA. 170+00, DURING SEPTEMBER 2016 FROM STA. 170+00 THRU
OF THOSE OBTAINED FROM HYDROGRAPHIC SURVEYS CONDUCTED DURING NOVEMBER 2015
6. THE SOUNDING INFORMATION SHOWN ON THESE MAPS REPRESENTS THE SHOALEST SOUNDINGS
SURVEY.
TRIMBLE SPS 855 GPS SYSTEM. MTS KENNEBUNK WAS USED AS THE RTK BASE STATION FOR THIS
2018. HORIZONTAL POSITIONING AND REAL TIME TIDE READINGS WERE RECORDED UTILIZING A
OPERATING AT 200 KHZ BY FREDERICK W. PERRY FROM STA 300+00 THRU STA 327+47 IN MARCH
FROM STA 170+00 THRU STA. 327+47 IN SEPTEMBER 2016 AND ODOM MK lll ECHO SOUNDER
AND A RESON 7125 MULTIBEAM SONAR SYSTEM OPERATING AT 400 KHZ BY ADRIEN B. LUSSIER
AT 300 KHZ BY ROBERT W. MACGOVERN FROM STA. 0+00 THRU STA. 170+00 IN NOVEMBER 2015
5. SURVEY WAS PERFORMED USING A R2 SONIC 2024 MULTIBEAM SONAR SYSTEM OPERATING
THE STATE OF MAINE (WEST ZONE 1802), NAD 1983 AND ARE BASED ON U.S. SURVEY FEET.
4. COORDINATES SHOWN ARE BASED ON THE TRANSVERSE MERCATOR GRID SYSTEM FOR
PROJECT. THE AVERAGE RANGE OF TIDE FOR THE PROJECT IS 8.9 FEET TO 9.1 FEET.
ADDED TO NAVD88 TO CONVERT TO MLLW. NO TIDE GAUGES WERE USED ON THIS
8418606, 4/21/2003). NAVD88 IS ABOVE MLLW; THEREFORE THE CORRECTION SHOULD BE
THE VICINITY OF NOAA BENCHMARKS AT CAMP ELLIS, SACO RIVER, MAINE (STATION ID
CORRECTION FOR THIS PROJECT IS 5.37 FEET. THE CORRECTION WAS ESTABLISHED IN
3. BENCHMARK DATA: TIDES WERE RECORDED USING RTK GPS. THE MLLW TO NAVD88
GENERAL REFERENCE ONLY.
LOCATED APPROXIMATE UNLESS OTHERWISE NOTED AND SHOULD BE USED AS A
CHART NO. 13287. ALL TOPOGRAPHY, INCLUDING SHORELINE, BRIDGES, PIERS, ETC., IS
2. TOPOGRAPHY SHOWN IS FROM PREVIOUS SURVEYS, AERIAL IMAGERY AND/OR NOAA
ARE BELOW THE REFERENCE PLANE OF MLLW, AND SHOULD BE CONSIDERED NEGATIVE (-).
WITH A (+) ARE ABOVE THE REFERENCE PLANE OF MLLW. SOUNDINGS WITHOUT A SIGN
WATER (MLLW) AND IS BASED ON THE 1983-2001 TIDAL EPOCH. SOUNDINGS NOTED
1. SOUNDINGS ARE IN FEET AND TENTHS. THE REFERENCE PLANE IS MEAN LOWER LOW
8-FOOT DEPTH CONTOUR
6-FOOT DEPTH CONTOUR
NO SPUD ZONE
MATERIAL REQUIRED TO BE DREDGED
(BASE & OPTION)
ALLOWABLE OVERDEPTH (BASE AND
OPTION)
NAVIGATION AIDS
BASELINE / CENTERLINE
CHANNEL COORDINATES
LEDGE (APPROXIMATE)
ICE BREAKER
DERELICT MOORING
PILE
BEACH FILL AREA (SHOWN ONLY ON
C-107) pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Gen. Layout & Pertin
8:04:21 AM 8/1/2018 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript
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GENERAL PLAN
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INSET A
NORTH JETTY
SOUTH JETTY
(CAMP ELLIS BEACH)
BEACH PLACEMENT AREA
LOCATION
PLACEMENT
FOR BEACH
SEE INSET A
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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
7.5
7.5
7.5
7.5
7.5
7.4
7.4
7.4
7.4
7.4
7.4
7.4 7.4
7.3 7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
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 7.2 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
7.1
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 6.9
6.9
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
6.7
6.7
6.7 6.7
6.7
6.7 6.7
6.6
6.6 6.6 6.6
6.6
6.6 6.6
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
6.5
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
6.2
6.2
6.2 6.2
6.2
6.2
6.2 6.2
6.2 6.2
6.1 6.1 6.1
6.0
6.05.9 5.9 5.9
5.8 5.8
5.8
5.7 5.7
5.6
5.5
5.5
5.5 5.5
5.3
5.1 5.0 4.5 4.4 4.33.9 3.7
0 0
RAM ISLAND
SACO BAY
BASKET
ISLAND
FLOOD
EBB
HILLS
BEACH
SACO RIVER
N 230000
N 228000 N 228000
N 230000
E
E
E
E
E
CHANNEL LIMIT (TYP.)
GC-5GC-5A
RN-6
GC-7
RN - 6B
NOTES:
DAY BEACON
(G-5B)
SHARPS ROCK DAY BEACON
(R-4A)
SHARPS
ROCK
C-301
E3
C-301
E3
CABLE
A
REA
8-FOOT ENTRANCE CHANNEL
1. FOR GENERAL NOTES SEE SHEET G-002.
2. FOR TYPICAL CROSS SECTIONS SEE
SHEET C-301.
NORTH JETTY
NORTH JETTY (HALF TIDE)
SOUTH JETTY (HALF TIDE)
SOUTH JETTY
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Plan Sheet 1 0f 6 (A
8:05:35 AM 8/1/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript
E
A R
A M
A Y
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A N
S I
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C-101
:1
N
400'0 200'
A3
SCALE: 1'' = 200'
P L
A N B
A S
E B
ID
S T
A T
O S
T A
PLAN - BASE BID STA. 0+00 TO STA. 57+00
L J
A C
O B
S A
U G
M
G O
D F
R E
Y
L T
H
IB
O D
E A
U
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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IP
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IO
N
A
M A
R K
S
IZ
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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
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
C -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 A
N D S
A C
O
M A
IN
E
S A
C O R
IV
E R
W
W J
B
M A
T C
H L
IN
E C -1
115+
MATCH LIN
E C-
34.9
33.6 31.5
28.3 27.1
27.1 25.7
25.4
24.5 24.3
24.0
22.7
21.7
21.4
21.3
21.3
20.9
20.8
20.7
20.6
20.5
20.2
20.1
20.0
20.0
19.9
19.7
19.4
19.4
19.3
19.1
19.1
18.8
18.7
18.6
18.5
18.4
18.4
18.3
18.2
18.1
18.1
17.9
17.8
17.6
17.5
17.5
17.3
17.2
17.1
17.1
16.9
16.8
16.8
16.7
16.7
16.6
16.5
16.5
16.4
16.3
16.3
16.2
16.1
16.0
15.9
15.9
15.9
15.7
15.6
15.6
15.4
15.2
15.1
15.0
14.9
14.9
14.8
14.8
14.7
14.7
14.6
14.5
14.5 14.4
14.3
14.2
14.2
14.2
14.2 14.1
14.0
14.0
14.0
13.9
13.9 13.9
13.9
13.9
13.9
13.8
13.8 13.8
13.8
13.7
13.7
13.7
13.6
13.6
13.5
13.5
13.5
13.5
13.4
13.4
13.3
13.3
13.3
13.3 13.2
13.2
13.2
13.1 13.1
13.0
13.0
13.0
12.9 12.9
12.9
12.8
12.8
12.8
12.8 12.8
12.6
12.6
12.6
12.6
12.6 12.5
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.1
12.1
12.1 12.1
12.1
12.0
12.0
12.0
11.9
11.9 11.9
11.9
11.9
11.8
11.8
11.8
11.7
11.7
11.6
11.6
11.6
11.6
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0 11.0
11.0 11.0
11.0
11.0
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.8
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
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
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
9.9
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
9.6
9.6
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
9.4
9.4
9.4
9.3
9.3
9.3 9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.1
9.0
9.0
8.9
8.9 8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.7
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
8.5
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
8.3
8.3
8.3
8.3
8.2
8.2
8.2 8.2
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
8.1
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
8.0
8.0
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
7.7
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
7.5
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
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1 7.1
7.0
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
6.9
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
6.86.8 6.8
6.8
6.8
6.7
6.7
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
6.6
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 6.4
6.4
6.4
6.4
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
6.3
6.3
6.3
6.3
6.3
6.2
6.2
6.2
6.26.2
6.2
6.1
6.1
6.1
6.1
6.1
6.1
6.1
6.1 6.1
6.1
6.1 6.1
6.1
6.1
6.1
6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0 5.9
5.9
5.9
5.9
5.9
5.9
5.9 5.9
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7 5.7
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
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.5 5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3 5.3
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
5.1
5.1
5.1
5.1
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.8 4.8
4.8
4.8
4.7
4.7
4.7
4.7 4.7
4.7
4.7
4.7
4.7
4.7
4.6
4.6 4.6
4.6
4.6
4.5 4.5
4.5
4.5
4.4
4.4 4.3
4.2
4.2
4.2
4.2
4.2
4.2 4.1
4.1
4.1
4.0 4.0
4.0
4.0
3.8
3.8
3.8 3.7 3.7
3.7
3.5
3.53.5
3.5 3.5
3.4
3.4
3.4
3.3
3.3
3.2
3.2
3.2
3.2
3.2
3.1
3.0
3.0
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
2.8
2.7
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
2.4
2.4
2.4
2.3
2.3
2.3
2.2
2.2
2.0
2.0
1.9
1.9
1.8
1.7
1.7 1.6
1.6
1.5
1.4 1.4
1.4 1.4
1.3
1.3
1.1 1.0
1.0
1.0
1.0
1.0
0.9
0.9
0.8
0.8
0.7
0.7
0.6
0.6
0.60.50.5 0.5
0.4
0.3
0.3
0.2
0.2
0.2
0.1
0.1 0.1
0.1
0+
0+
E
E
E
SACO
CAMP ELLIS
TOWN PIER
JORDAN POINT
BRIMSTONE POINT
FLOOD
EBB
SPUR JETTY
DIKE
SACO BAY
BIDDEFORD
SACO RIVER
CHANNEL LIMIT (TYP.)
RN-8
RN-10 6-FOOT NORTHWEST
E
E
C-301
B3
C-301
B3
NORWOODS MARINA
0'
JORDAN POINT DAY BEACON
(G-9)
SEWER
8-FOOT CHANNEL
ANCHORAGE
6-FOOT SOUTH
RN-10A
C A
M P E
L L
IS
B
E A
C H
(NO SPUD ZONE)
CABLE AREA
E= 2896996.75
N= 228827.32 E= 2895943.36
N= 228827.32
E= 2895640.12
N= 229415.68
E= 2896766.08
N=229415.68
E= 2896998.53
N= 228998.82
ICEBREAKER (TYP.)
NORTH JETTY
8-FOOT CHANNEL
ANCHORAGE
6-FOOT NORTHEAST
+0.0
+0.1
+0.4
+0.5
+0.8
+0.9
+0.9
+1.1
+1.5 +1.8
N 228000
N 230000
N 228000
N 230000
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-002.
2. FOR TYPICAL CROSS SECTIONS SEE SHEET C-301.
3. ICEBREAKERS WILL NOT BE REMOVED DURING CONSTRUCTION.
IF DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL
REPLACE IN KIND AT NO ADDITIONAL EXPENSE TO THE
GOVERNMENT.
4. LOCATION OF KNOWN DERELICT MOORINGS ARE APPROXIMATE.
ADDITIONAL DERELICT MOORINGS THOUGHT TO BE IN 6-FOOT
NORTHWEST ANCHORAGE, BUT LOCATIONS ARE UNKNOWN.
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Plan Sheet 2 0f 6 (A
8:06:06 AM 8/1/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript
E
A R
A M
A Y
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A N
S I
D
C-102
:1
400'0 200'
A3
SCALE: 1'' = 200'
PLAN - BASE BID STA. 57+00 TO STA. 115+00
S T
A T
O S
T A
P L
A N B
A S
E B
ID
L J
A C
O B
S
(SEE NOTES)
DERELICT MOORINGS
APPROXIMATE LOCATION OF
A U
G
M
G O
D F
R E
Y
L T
H
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E A
U
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D B
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
C O
N C
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O A
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US Army Corps
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N A
N C
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D G
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G
B
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F O
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S A
C O R
IV
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W
W J
B
M A
T C
H L
IN
E C -1
39.3
35.0
34.5
34.0
33.6
32.7
32.1 31.2 31.0
31.0
30.8
30.4
30.2
29.9
29.8
29.8
29.2
29.1
29.1
28.7
28.7
28.7
28.4
28.3
28.1
27.9
27.9
27.9
27.7
27.7
27.7
27.6
27.6
27.6
27.5
27.5
27.3
27.3
27.3
27.1
27.1
27.0
27.0
26.9
26.8
26.6
26.6
26.6
26.5
26.5
26.5
26.4
26.3
26.3
26.1
25.9
25.9
25.8
25.7
25.6
25.5
25.5
25.4
25.4
25.3
25.2
25.1
25.0
24.9
24.9
24.9
24.6
24.6
24.6
24.5
24.2
24.2
24.1
24.1
24.1
24.1
24.0
23.9
23.9
23.9
23.8
23.8 23.7
23.6
23.6
23.5
23.5
23.3
23.3
23.2
23.2
23.2
23.1
23.1
23.1
23.0
23.0
23.0
22.9
22.9
22.8
22.8 22.7
22.7
22.7
22.7
22.6
22.6
22.6
22.5
22.4
22.4
22.3
22.3
22.2
22.2
22.1
22.1
22.1
22.1
22.0
21.9
21.9
21.9
21.8
21.7
21.7
21.5
21.4
21.3
21.3
21.2
21.2
21.1
20.9
20.9
20.7
20.5
20.4
20.4
20.4
20.4
20.2
20.1
20.0
20.0
19.8
19.6
19.6
19.5
19.4
19.4 19.4
19.3
19.2
19.1
19.1
19.0
19.0
18.9
18.9
18.9
18.9
18.7
18.6
18.5
18.4
18.4
18.4
18.2
18.2
17.8
17.7
17.6
17.6
17.6
17.4
17.4
17.4
17.4
17.4
17.3
17.2
17.1
17.1
16.9
16.9
16.8
16.8
16.6 16.4
16.3
16.2
16.2
16.2
15.8
15.7
15.6
15.6
15.5
15.4
15.4
15.4
15.4
15.3
15.2
15.2
15.0
14.9
14.9
14.8
14.8
14.7
14.7
14.6
14.4
14.4
14.3
14.2
14.0
14.0
13.9
13.9
13.9
13.8
13.7
13.7
13.5
13.5
13.5
13.4
13.3
13.2
13.2
13.2
13.0
12.9
12.7
12.6
12.5
12.5
12.5
12.2
12.0
12.0
11.9
11.9 11.8
11.8
11.7
11.7
11.7
11.6
11.4
11.4
11.4
11.4
11.4
11.3
11.3
11.2
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0 10.9
10.9
10.8
10.8
10.8
10.7
10.7
10.7
10.7
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
10.4
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.0
10.0
9.9
9.9
9.8
9.8
9.8
9.8
9.7
9.7 9.7
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.1 9.1
9.1
9.0
9.0
8.9
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.5
8.5
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.1
8.1
8.0
8.0
8.0
8.0
7.9
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.6
7.6
7.6
7.6
7.5
7.5
7.5
7.5
7.5
7.4
7.3
7.3
7.2
7.2
7.2
7.2
7.1
7.0
7.0
7.0
7.0
7.0
6.9
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.6
6.6
6.6
6.5
6.5
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.2
6.2
6.2
6.2
6.2
6.1
6.1
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.7
5.7
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.5
5.5
5.5
5.4
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2 5.1
5.0
5.0
4.9
4.9
4.9
4.8
4.8
4.8
4.7
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.5
4.4
4.4
4.3
4.3
4.3
4.2
4.1
3.8
3.7
3.7
3.5
3.5
3.4
3.4
3.4
3.3
3.3
3.2
3.1
3.0
3.0
3.0
2.9
2.9
2.9
2.8
2.8
2.8
2.6
2.6
2.6
2.6
2.5
2.5
2.3
2.3
2.2
2.2
2.1
2.1
2.0
2.0
2.0
1.9
1.9
1.9
1.9
1.8
1.8
1.8
1.5
1.4
1.4
1.4
1.3
1.3
1.3
1.3
1.1
1.1
1.1
1.1
1.0
1.0
0.9
0.8
0.8
0.8
0.6
0.6
0.5
0.5
0.4
0.3
0.2
0.1
0.1
S A
C O R
IV
E
R
FL
OOD
EBB
E 2892000
E 2890000
E 2892000
E 2890000
CHASE POINT
BIDDEFORD
WINDMILL POINT
SACO
LITTLE TWIN ISLAND
BIG TWIN ISLAND
BREAKWATER
MATCH LINE C-104
RN-12
GC-11
160+00
150+00
0+
-0.0
+0.2
+0.2
+0.2
+0.3
+0.5
+0.6
+0.7
+0.7
+0.8
+0.8
+1.1
+1.1
+1.1
+1.4
+1.4
+2.4 +4.6
N
N
N
N
N
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-002.
pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Plan Sheet 3 0f 6 (A
8:06:42 AM 8/1/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript
E
A R
A M
A Y
O
A N
S I
D
C-103
:1
A4
SCALE: 1'' = 200'
PLAN STA. 115+00 TO STA. 160+00
N
400'0 200'
P L
A N S
T A T
O S
T A
L J
A C
O B
S A
U G
M
G O
D F
R E
Y
L T
H
IB
O D
E A
U
L
IC
IT
A T
IO
N N
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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
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S U
B M
IT
T E
D B
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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
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U .S
A R
M Y C
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P S O
F E
N G
IN
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®of Engineers
US Army Corps
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
C -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 A
N D S
A C
O
M A
IN
E
S A
C O R
IV
E R
W
W J
B
SURVEY OF NOVEMBER 2015
SURVEY OF SEPTEMBER 2016
36.0
34.9
34.6
33.5
32.9
32.4
32.2
31.8
31.7
31.6
31.3
31.3
31.3
31.3
31.2
30.7
30.7
30.2
29.8
29.3
29.1
29.1
28.9
28.8
28.7
28.2
28.2
28.2
27.5
27.5
27.3
27.2
26.8
26.7
26.0
25.9
25.9
25.9
25.8
25.2
25.2
25.2
25.1
25.0
24.7
24.6
24.6
24.6
24.3
24.2
24.2
24.1
24.1
23.9
23.8
23.8
23.5
23.4
23.4
23.4
23.4
23.3
23.3
23.3
23.2 23.2
23.2
23.0 22.9
22.9
22.6
22.6
22.4
22.3 22.1
22.1
22.0
21.9
21.9
21.7
21.7
21.7
21.6
21.6
21.5
21.4
21.4
21.3
21.3
21.3
21.2
21.2
21.1
21.1
21.1
21.1
21.1
21.0
21.0
21.0
20.9
20.9
20.9
20.8
20.6
20.5 20.5
20.5
20.4
20.4
20.3
20.3
20.3
20.2
20.1
20.1
20.1
20.1
20.1
20.1
20.0
20.0
19.8
19.8
19.8
19.8
19.7
19.7
19.6
19.5
19.5
19.5
19.4
19.4
19.3
19.3
19.3
19.2
19.2
19.0
19.0
19.0
19.0
19.0
18.8
18.8
18.8
18.8
18.7
18.7
18.6
18.5
18.5
18.5
18.5
18.5
18.4
18.4
18.4
18.3
18.2
18.1
18.1
18.0
17.9
17.9
17.9
17.8 17.8
17.7
17.7
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.6
17.4
17.4
17.4
17.4
17.4
17.3
17.3
17.2
17.2
17.1
17.1
17.1
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.4
16.3
16.3
16.3
16.3
16.2
16.2
16.1
16.0
16.0
16.0
15.9
15.9
15.8
15.7
15.7
15.7
15.7
15.7
15.6
15.6
15.5
15.5
15.5
15.4
15.4
15.4 15.4
15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.0
15.0
14.9
14.9
14.9
14.9
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4 14.3
14.3
14.3
14.2
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.7
12.7
12.7
12.7
12.7 12.6
12.6
12.5
12.5
12.5
12.4
12.4
12.4
12.3
12.3
12.2
12.2
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
11.9
11.9
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.8
11.7
11.7
11.7
11.7 11.6
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
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.7
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
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4 10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
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
10.0
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
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
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.5
9.5
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1
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
8.9
8.9
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
8.8
8.7
8.7
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
8.5
8.5
8.5
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.3
8.3
8.3
8.3
8.3
8.3
8.2
8.2
8.2
8.1
8.1
8.1
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
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
7.7
7.7
7.7
7.7
7.7
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
7.4
7.4
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
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
6.7
6.7
6.7 6.7
6.6 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
6.4
6.4
6.4
6.4
6.4
6.4
6.3
6.3
6.3
6.3
6.2 6.2
6.2
6.1
6.0
6.0
6.0
6.0
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
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
5.4
5.4
5.4
5.3
5.3
5.3
5.3
5.3
5.2
5.2
5.2
5.2
5.1 5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.9
4.9
4.9
4.8 4.7
4.7
4.7
4.7
4.7
4.7
4.6
4.6
4.5
4.5
4.5
4.4
4.3
4.3
4.2
4.2
4.1
4.1
4.1
4.1
4.1
4.1
4.1
4.0
4.0
4.0
4.0
3.9
3.8
3.8
3.8
3.7
3.7
3.7
3.6
3.5
3.5
3.5
3.5
3.4
3.4
3.3
3.3
3.2
3.2
3.1
2.9
2.9
2.8
2.8
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.5
2.4
2.3
2.3
2.3
2.2 2.2
2.2
2.2
2.2
2.1
2.1
2.0
2.0
2.0
1.9
1.8
1.8
1.8
1.8
1.8
1.7
1.7
1.6
1.51.5
1.5
1.5
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
0.9
0.9
0.9
0.8
0.8
0.8
0.7
0.7
0.7
0.7
0.6
0.6
0.5
0.5
0.5
0.5
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
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
190+00
180+
E
E
E
E
E
SACO
BIDDEFORD
FLOOD
EBB
SACO RIVER
MOORS
BROOK
D U
N G
E O
N B
R O
O
K
HILLS POINT
MANNIX POINT
CHASE POINT
MARSTONS MARINA
BREAKWATER
M A
T C
H L
IN
E C -1
M A
T C
H L
IN
E C -1
GC-15
RN-14A
RN-14
+0.0
+0.0
+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
+0.4
+0.4
+0.4
+0.4
+0.4
+0.4
+0.5
+0.5
+0.5
+0.7
+0.7
+0.7
+0.7
+0.7
+0.7
+0.8
+0.8
+0.8
+0.8
+0.9
+0.9
+0.9
+0.9
+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
+1.1 +1.1
+1.2
+1.2
+1.2
+1.2
+1.3
+1.3
+1.3
+1.3
+1.3 +1.3
+1.4
+1.4 +1.4
+1.4
+1.4
+1.4
+1.4
+1.4
+1.5
+1.5
+1.5
+1.5
+1.5
+1.5
+1.6
+1.6
+1.6
+1.6
+1.7
+1.7
+1.7
+1.7
+1.8
+1.9
+1.9
+1.9
+2.0
+2.0
+2.0
+2.1
+2.1
+2.2
+2.2
+2.3
+2.3
+2.4
+2.4
+2.4
+2.5
+2.5
+2.5
+2.6
+2.7
+2.8
+2.8
+3.0
+3.3
+3.6
+3.7
+3.8 +3.8
+4.0
+4.1
+5.6
+5.7
N 236000
N 234000 N 234000
N 236000
NOTE:
1. FOR GENERAL NOTES SEE SHEET G-002.
180+ pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Plan Sheet 4 0f 6 (A
8:07:14 AM 8/1/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript
E
A R
A M
A Y
O
A N
S I
D
C-104
:1
A3
SCALE: 1'' = 200'
N
400'0 200'
PLAN STA. 160+00 TO STA. 220+00
P L
A N S
T A T
O S
T A
L J
A C
O B
S A
U G
M
G O
D F
R E
Y
L T
H
IB
O D
E A
U
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
®of Engineers
US Army Corps
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
C -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 A
N D S
A C
O
M A
IN
E
S A
C O R
IV
E R
W
W J
B
33.5
31.4 31.1
31.0
30.3
30.1
29.4
29.2
29.1
28.9
28.8
28.3
27.6
27.4
27.3
27.3
27.2
27.1
27.1
27.0
26.6
26.6
26.3
26.3
26.2
26.1
26.0
26.0
25.9
25.9
25.7
25.6
25.6
25.5
25.3
25.2
25.2
25.1
25.1
25.0
24.9
24.8
24.8
24.7
24.6
24.6
24.5
24.4
24.4
24.4
24.4
24.4
24.1
24.0
23.9
23.9
23.8
23.8
23.7
23.6
23.4
23.4
23.3
23.3 23.2
23.1
23.0
23.0
23.0
23.0
22.9
22.9
22.9
22.9
22.9
22.8
22.7
22.7
22.6
22.6
22.4
22.4
22.4
22.4
22.3
22.3
22.3
22.2
22.2
22.1
22.1
22.1
22.1
22.1
22.0
22.0
21.9
21.9
21.9
21.9
21.8
21.8
21.7
21.7
21.7
21.7
21.6
21.6
21.6
21.5 21.5
21.4
21.4
21.4
21.4
21.4
21.3
21.2
21.2
21.1
21.1
21.1
21.1
21.1
21.0
21.0
21.0
21.0
21.0
21.0
21.0
20.9
20.8
20.7
20.7
20.7
20.7
20.6
20.6
20.6
20.6
20.5
20.5
20.4
20.3
20.3
20.3
20.3
20.2
20.2
20.2
20.2
20.2
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.0
20.0
19.9
19.9
19.9
19.9
19.9
19.8
19.8
19.8
19.7
19.7
19.7
19.7
19.6
19.6
19.6
19.6 19.6
19.6
19.6
19.6
19.5
19.5
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.3
19.3
19.2
19.2
19.2
19.2
19.1
19.1
19.0
19.0
18.9
18.9
18.8
18.8
18.8
18.7
18.7
18.7
18.7 18.7 18.6
18.6
18.5
18.5
18.4
18.4
18.3
18.3
18.3
18.3
18.2
18.2
18.2
18.1
18.0
18.0
18.0
18.0
18.0
18.0
17.9
17.9
17.9
17.8
17.8
17.8
17.8 17.8
17.7
17.7
17.6
17.6
17.6
17.6
17.6
17.6
17.5
17.4
17.4
17.4
17.4
17.3
17.3
17.3
17.3
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.1
17.1
17.1
17.1 17.0
17.0
16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.6
16.5
16.5 16.5
16.4
16.4
16.4
16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.1
16.1
16.0
15.9
15.8
15.8
15.8
15.8
15.8
15.7
15.7
15.6
15.6
15.6
15.5
15.4
15.4
15.4 15.4
15.3
15.2
15.2
15.2
15.1
15.1
15.0
15.0
15.0
15.0 15.0
14.9
14.9
14.9
14.9
14.9
14.8
14.8
14.7
14.7
14.7
14.6
14.6
14.5
14.5
14.4
14.4
14.4
14.2
14.1
14.1 14.1
14.0
14.0 13.9
13.9
13.9
13.8
13.8
13.8
13.7
13.7
13.7
13.6
13.6
13.5
13.5
13.5
13.5
13.4
13.4
13.4
13.4
13.2
13.2
13.2
13.1
13.0
13.0
13.0
12.9
12.9
12.8
12.8
12.8
12.7
12.7
12.7
12.7
12.6
12.6
12.5
12.5
12.5
12.4
12.2
12.2
12.2
12.2
12.2
12.2
12.0
12.0
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
11.5
11.5
11.4
11.4
11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.1
11.1
11.0
11.0
11.0 10.9
10.9
10.8
10.8
10.8
10.7
10.7
10.7
10.7
10.5
10.5
10.5
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.2
10.2
10.2
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
9.9
9.9
9.9
9.9
9.8
9.8
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
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.2
9.2
9.2
9.2
9.2
9.2
9.1
9.1
9.1
9.1 9.1
9.0
9.0
9.0
8.9
8.9
8.8 8.8
8.7
8.7
8.7
8.7
8.6
8.6
8.5
8.5
8.4
8.4
8.4
8.4
8.4
8.4
8.48.3
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
8.1
8.1
8.1
8.1
8.1
8.1
8.0 8.0
8.0
8.0
7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.7
7.7
7.7
7.7
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
7.4
7.4
7.4
7.4
7.4
7.4
7.4
7.3
7.3
7.3
7.3
7.3
7.3
7.2
7.2
7.1
7.1
7.1
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.8
6.8 6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.5
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
6.2
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
5.8
5.8
5.8
5.7
5.6
5.6
5.6
5.6
5.6
5.6
5.5
5.5
5.5
5.5
5.4
5.3
5.3
5.2
5.2
5.2
5.2
5.1
5.1
5.0
5.0
5.0 5.0
5.0
5.0
4.9
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.6
4.6
4.6
4.5 4.5
4.3
4.3
4.3
4.2
4.2
4.2
4.1
4.1
4.1
4.0
4.0
4.0
3.9
3.9
3.8
3.8
3.8
3.7
3.6
3.6
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
3.2
3.2
3.1
3.0
3.0
3.0
2.9
2.9
2.9
2.8
2.8
2.8
2.8
2.7
2.7
2.7
2.5
2.5
2.5
2.4
2.4
2.4
2.4
2.3
2.3
2.3
2.3 2.3
2.2
2.0
2.0
1.9
1.9 1.9
1.9
1.9
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.7
1.7
1.7
1.6
1.6
1.5
1.4
1.4
1.4
1.4
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.7
0.7
0.7 0.7
0.7 0.7
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
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0 0.0
270+
0+
-0.0
-0.0
-0.0
E
E
E
E
N 236000 N 236000
SACO
BIDDEFORD
NOTE:
1. FOR GENERAL NOTES SEE SHEET G-002.
THUNDER ISLAND
GORDAN POINTWEST BROOK
HILLS POINT
MANNIX POINT
DUNGEON BROOK
FLOOD
EBB
SACO RIVER
BREAKWATER
MATCH L
INE C
-10
M A
T C
H L
IN
E C -1
RN16
+0.0
+0.0
+0.1
+0.1
+0.1
+0.1
+0.1
+0.1
+0.1
+0.1
+0.2
+0.2
+0.3
+0.3
+0.3
+0.3
+0.3
+0.3
+0.4
+0.4
+0.4
+0.4
+0.4
+0.4
+0.5
+0.5
+0.5
+0.5
+0.6
+0.6
+0.6
+0.7
+0.7
+0.7
+0.7
+0.7
+0.7
+0.8
+0.8
+0.8
+0.8 +0.8
+0.9
+0.9
+0.9
+0.9
+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
+1.2
+1.3
+1.3
+1.3
+1.3
+1.4
+1.4
+1.4
+1.5
+1.5
+1.5
+1.5
+1.5
+1.5
+1.6
+1.6
+1.7
+1.7
+1.8
+1.8
+2.5
+3.7
N 238000 N 238000 pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Plan Sheet 5 0f 6 (A
8:08:02 AM 8/1/2018 PD: AEC_pdf.pltcfgDS: AEC_Screen_Color.dscript.dscript
E
A R
A M
A Y
O
A N
S I
D
C-105
:1
400'0 200'SCALE: 1'' = 200'
PLAN STA. 220+00 TO STA. 280+00
L J
A C
O B
S
FOR MECHANICALLY DREDGED MATERIAL (OPTION ITEM)
NATURALLY DEEP IN-RIVER PLACEMENT SITE TO BE USED
NORTHING EASTING
237,250.2
237,266.2
237,320.5
237,143.1
237,014.3
237,104.9
237,231.1
237,423.5
237,365.8
237,349.9
PLACEMENT AREA
SACO IN-RIVER
P L
A N S
T A T
O S
T A A
N D
L O
C A
T
IO
N O
F I
N -R
IV
E R P
L A
C E
M E
N T
J
I
H
G
F
E
D
C
B
A
A B
C
D
E
F
G
HIJ
A U
G
M
G O
D F
R E
Y
2,883,186
2,883,417
2,883,935
2,884,216
2,884,493
2,884,535
2,884,264
2,883,959
2,883,408
2,883,179
L T
H
IB
O D
E A
U
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
®of Engineers
US Army Corps
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T
C -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 A
N D S
A C
O
M A
IN
E
S A
C O R
IV
E R
W
W J
B
COW ISLAND LEDGE
DAY BEACON 17
C-302
E3
19.0
18.5
18.5
18.1
17.9
CHANNEL LIMIT (TYP.)
17.0
16.9
16.8
16.8 16.2
16.1
16.1
15.9
15.9 15.8
15.6
15.2
14.9
14.8
14.8
14.5
14.4
14.4
14.4
14.2
14.0 13.6
13.6
13.4
13.4
13.3
13.1
13.1
13.0
13.0
12.9
12.8
12.8
12.8
12.8
12.6
12.6
12.4
12.4
12.4
12.2
12.2
12.1
12.1
12.1
12.1
12.0
11.9
11.9
11.9
11.8
11.8
11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.6
11.6
11.6
11.6
11.6
11.5
11.5
11.4
11.4
11.3
11.3
11.2
11.2
11.2
11.1
11.1 11.1
11.1
11.0 11.0
11.0
11.0
10.9
10.9
10.9
10.9
10.9
10.8
10.8
10.8
10.7
10.7
10.7
10.7 10.7
10.7
10.7
10.6
10.6
10.6
10.5
10.5
10.4
10.4
10.4
10.3
10.3
10.3
10.3
10.3
10.3
10.2
10.2
C-302
E3
10.2
10.2
10.1
10.0
10.0
10.0
9.9
9.9
9.9
9.9
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7
9.7
9.6 9.6
9.6
9.6
9.6
9.5
9.5 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
9.2
9.1
9.1
9.1
9.0
9.0
9.0
8.9
8.9
8.9
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
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.6
8.6
8.6
8.6
8.5
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
8.48.3
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
8.1
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
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
7.7
7.7
7.7
7.7
7.7
7.7
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
7.3
7.3
7.3
7.3
7.3
7.3
7.3
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
7.2
7.2
7.2
7.2
7.2
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
6.9
6.9
6.9
6.9 6.9
6.96.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.7
6.7
6.7
6.7
6.6
6.6
6.6
6.66.6
6.6
6.6
6.6
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
6.2
6.2
6.2
6.2
6.2
6.2
6.2 6.2
6.1
6.1
6.1
6.1
6.1
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
5.9
5.9
5.9
5.9
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.8
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.5
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
5.1
5.1
5.1
5.1
5.1
5.0
5.0
5.0
5.0
5.0
4.9
4.9
4.9
4.8
4.8
4.8
4.8
4.8
4.7
4.7
4.7
4.7
4.6
4.6
4.6
4.6
4.6
4.5
4.5
4.5
4.5
4.4
4.4
4.4 4.4
4.4
4.4
4.4
4.3
4.3
4.3
4.3
4.3
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.1
4.1
4.1
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.8
3.8
3.8
3.7
3.7
3.7
3.7
3.7
3.7
3.7
3.6
3.6 3.6
3.6
3.6
3.5
3.5
3.5
3.4
3.4
3.4
3.4
3.4
3.3
3.3
3.3
3.3
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
3.0
3.0
3.0
3.0
3.0
2.9
2.9
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
2.6
2.6
2.6
2.6
2.6
2.5
2.5
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.3
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
1.9
1.9
1.9
1.9
1.9
1.9
1.8
1.8
1.8
1.6
1.6
1.6
1.6
E=2880309.63
N=240471.81
1.6
1.6
1.6
EXTENSION
OF 36" WWTF SEWER
APPROXIMATE LOCATION
1.5
1.5
1.5
1.4
1.4
1.3
1.3
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.1
1.1
E=2880334.23
N=240082.99
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 0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.5
0.5
0.5
0.5
0.4
0.3
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
327+58
320+00 3
0+
S A
C O R
IV
E
R
BIDDEFORD
SACO
E
E
E
E
E
MOUSE ISLAND
COW ISLAND
JUNKIN POINT
BREAKWATER
FACTORY ISLAND
SACO YACHT CLUB
DAM
OVERHEAD POWER CABLES
OVERHEAD POWER CABLE
BULKHEAD LINE
MATCH L
INE C
-10
BREAKWATER
SURVEY OF 201
C-302
B3
C-302
B3
8-FOOT CHANNEL
SURVEY OF SEPTEM
BER 2016
(TYP.)
ROCK FILLED CRIBS
6-FOOT MANEUVERING BASIN
RUMERYS BOAT
YARD
NOTES:
E=2879356.62
N=239720.19
E=2879238.69
N=240287.02
(NO SPUD ZONE)
CABLE AREA
1. FOR GENERAL NOTES SEE SHEET G-002.
2. FOR TYPICAL CROSS SECTIONS SEE
SHEET C-302.
3. NAVIGATION AIDS SHOWN WITHIN LIMITS
OF DREDGING ARE TO BE REMOVED
BY COAST GUARD OR TOWN OF SACO.
REFER TO SUBPARAGRAPH "RELOCATION
OF NAVIGATION AIDS" UNDER SECTION
35 20 23.
4. WASTE WATER TREATMENT PLANT SEWER
EXTENSION ELEVATION UNKNOWN, BUT
STRUCTURE IS SURROUNDED WITH RIPRAP
AND SHOULD NOT BE DISTURBED.
5. PILES SHOWN MAY NOT BE VISIBLE
ABOVE MLLW. PILE WITHIN AREA TO BE
DREDGED TO BE REMOVED. REFER TO
SPECIFCATION SECTION 35 20 25.
OVERHEAD POWER CABLE
AUTHORIZED CLEARANCE 123 FT
+0.2
+0.2
+0.2
+0.2
+0.2
+0.4
+0.4
+0.4
+0.5
+0.5
+0.5
+0.6
+0.6
+0.6
+0.8
+0.8
+0.8
+0.8
+0.8
+0.8
+0.9
+0.9 +1.0
+1.1
E=2880952.45
N=240316.07
+1.1
+1.1
+1.1 +1.1
+1.2
+1.3
+1.5
+1.5
+1.5
+1.5
+1.6
E=2878691.84
N=240076.68
+1.7
+1.8
+1.8
+1.9
+1.9
+2.0
+2.0
+2.0
+2.0
+2.2 +2.2
+2.3
+2.3
+2.6
GRAVEL
+2.7
+2.8
HALF - TIDE ISLAND
E= 2881005.85
N= 240123.44
+3.4
(SEE NOTES)
SEWER EXTENSION
SACO WWTF
+5.3
E=2879954.51
N=240067.62
N 242000 N 242000
N 240000 N 240000 pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Plan Sheet 6 0f 6 (A
8:15:39 AM 8/1/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript
E
A R
A M
A Y
O
A N
S I
D
C-106
:1
SCALE: 1'' = 200' 400'0 200'
N
S T
A T
O S
T A
PLAN - OPTIONAL BID ITEM NO. 0001 STA. 280+00 TO STA. 327+58
L J
A C
O B
S
P L
A N O
P T
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D B
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D A
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C O
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C T N
O
C H
E C
K E
D B
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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
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IS
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®of Engineers
US Army Corps
D R
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G C
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M A
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N A
N C
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D G
IN
G
B
ID
D E
F O
R D A
N D S
A C
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IN
E
S A
C O R
IV
E R
W
W J
B
-5
-10
-15
-20
E L E
V A
T
IO
N S I
N M
L L L
W
0 50 100 150 200-50-100-150-200
STA. 24+80
-5
-10
-15
-20
E L E
V A
T
IO
N S I
N M
L L
W
-5
-10
-15
-20
E L E
V A
T
IO
N S I
N M
L L L
W
0 50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400
STA. 79+80
-5
-10
-15
-20
E L E
V A
T
IO
N S 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/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Section Sheet 1 0f 2
8:12:47 AM 8/1/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript
E
A R
A M
A Y
O
A N
S I
D
C-301
:1
FOR GENERAL NOTES SEE SHEET G-002.
10' 20'0
50' 100'0
SCALE: HOR 1'' = 50'
VER 1'' = 10'
10' 20'0
50' 100'0
MLLW
MLLW
1' ALLOWABLE OVERDEPTH
EXISTING BOTTOM
8-FOOT CHANNEL LIMITS
140'
VARIES
' 6
VARIES
(TYP.)
SIDE SLOPE
1' V ON 3' H
1' ALLOWABLE OVERDEPTH
8-FOOT CHANNEL
200'
SOUTH CHANNEL LIMIT NORTH CHANNEL LIMIT
'6
(TYP.)
SIDE SLOPE
1' V ON 3' H
6-FOOT ANCHORAGE 6-FOOT ANCHORAGE
NORTHWEST ANCHORAGE LIMIT
EXISTING BOTTOM
TO BE REMOVED
MATERIAL REQUIRED
TO BE REMOVED
MATERIAL REQUIRED
NOTES:
SOUTHWEST ANCHORAGE LIMIT
SECTION - BASE BID - 6-FOOT SOUTH ANCHORAGE, 8-FOOT CHANNEL, 6-FOOT NORTHWEST ANCHORAGE
SECTION - BASE BID - 8-FOOT ENTRANCE CHANNEL
L J
A C
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P
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S S S
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IO
N S B
A S
E B
ID
1.
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C-101
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C-102
B3
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D B
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SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C O
N C
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D
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D R
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G C
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E
S C
A L E
S H
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T
C -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 A
N D S
A C
O
M A
IN
E
S A
C O R
IV
E R
W
W J
B
-5
-10
-15
-20
-5
-10
-15
-20
E L E
V A
T
IO
N S I
N M
L L
W
E L E
V A
T
IO
N S I
N M
L L
W
-150 -100 -50 100 150 200 250 300 350 400 450 500 550 600 650
STA. 305+15 ALONG BASELINE
0 50
-5
-10
-15
-20
E L E
V A
T
IO
N S I
N M
L L L
W
-5
-10
-15
-20
E L E
V A
T
IO
N S I
N M
L L
W
-150 -100 -50
STA. 323+00
0 50 100 150 pw://COE-NAEPWP01CON.nae.ds.usace.army.mil:coe-naepwp01con.nae.ds.usace.army.mil/Documents/Civil Works/Navigation/Maine/Saco River/Maintenance Dredging FY18/30000 - Planning & Engineering & Design/30DA0 - Plans & Specs/CAD_BIM/_Sheets/Section Sheet 1 0f 2
8:13:33 AM 8/1/2018 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript.dscript
E
A R
A M
A Y
O
A N
S I
D
C-302
:1
FOR GENERAL NOTES SEE SHEET G-002.
10' 20'0
50' 100'0
NOTES:
100'
VARIES
10' 20'0
50' 100'0
MLLW
MLLW (TYP.)
SIDE SLOPE
1' V ON 3' H
EXISTING BOTTOM
1' ALLOWABLE OVERDEPTH
100'
NORTH CHANNEL LIMIT SOUTH CHANNEL LIMIT
1' ALLOWABLE OVERDEPTHTO BE REMOVED
MATERIAL REQUIRED
(TYP.)
SIDE SLOPE
1' V ON 3' H
' BOTTOM
EXISTING
TO BE REMOVED
MATERIAL REQUIRED
SOUTH CHANNEL LIMIT
8-FOOT CHANNEL
8-FOOT CHANNEL LIMIT
L J
A C
O B
S
T Y
P
IC
A L C
R O
S S S
E C
T
IO
N S O
P T
IO
N A
L I T
E M
1.
SECTION - OPTIONAL ITEM - 8-FOOT CHANNEL AND 6-FOOT MANEUVERING BASIN AT HALF-TIDE ISLAND
6-FOOT MANEUVERING BASIN
NORTH MANEUVERING BASIN LIMIT
SECTION - OPTIONAL ITEM - 8-FOOT CHANNEL AT HALF-TIDE ISLAND
A U
G
M
G O
D F
R E
Y
L T
H
IB
O D
E A
U S
C-106
B3
C-106
E3
| SAC-2785_G-001 |
| SAC-2785_G-002 |
| SAC-2785_C-101 |
| SAC-2785_C-102 |
| SAC-2785_C-103 |
| SAC-2785_C-104 |
| SAC-2785_C-105 |
| SAC-2785_C-106 |
| SAC-2785_C-107 |
| SAC-2785_C-301 |
| SAC-2785_C-302 |
File details come from the government source that posted it.