Drawings - KEN-SP-2022.pdf
PDF 21 MB Posted
- Attached to
- Maintenance Dredging, Kennebec River, Maine
- Solicitation number
- W912WJ22B0019
About this file
This document provides details on a federal contract solicitation for maintenance dredging of the Kennebec River in Maine. The solicitation number is W912WJ22B0019 and was issued by the Department of the Army Corps of Engineers Engineering District New England. Interested parties can find additional information by visiting the provided link. The solicitation seeks maintenance dredging services for the Kennebec River to maintain navigation channels. No further specifics on pricing, response dates, or other contract terms are included in this document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BidAbstract.pdf | ||
| Amendment 0004.pdf | ||
| Amendment 0004.pdf | ||
| Amendendment 0003.pdf | ||
| Specs.pdf | ||
| W912WJ22B0019.pdf |
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Text version
MASSACHUSETTS
NEW
HAMPSHIRE
MAINE
VT.
CONN.
R.I.
HARTFORD
PROV.
CA
PE
COD
BOSTON
PORTSMOUTH
CONCORD
PORTLAND
AUGUSTA
BANGOR
CANADA
LOCATION MAP
NOT TO SCALE
KENNEBEC
RIVER
GENERAL PLANS, GENERAL NOTES, LEGEND, AND CHANNEL COORDINATES.
PLAN - STA. 17+00 TO STA. 35+00
PLAN - STA. 35+00 TO STA. 62+00
PLAN - STA. 594+00 TO STA. 620+00
PLAN - STA. 620+00 TO STA. 645+00
PLAN - IN-RIVER PLACEMENT SITE
DESIGN FILESHEET NO.
G-001
INDEX TO DRAWINGS
SHEET TITLE
G-101
C-101
C-102
C-103
C-104
C-105
KEN-SP-2022-001_G-001.DWG COVER SHEET AND INDEX
KEN-SP-2022-001_G-101.DWG
KEN-SP-2022-001_C-101.DWG
KEN-SP-2022-001_C-102.DWG
KEN-SP-2022-001_C-103.DWG
KEN-SP-2022-001_C-104.DWG
KEN-SP-2022-001_C-105.DWG
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New England District
MAINTENANCE DREDGING - KENNEBEC RIVER
27-FOOT CHANNEL, DOUBLING POINT SHOAL
27-FOOT CHANNEL, POPHAM BEACH SHOAL
BATH AND PHIPPSBURG, MAINE
W912WJ22B0019
JULY-2022
G-001
C O
V E
R S
H E
E T
A N
D I
N D
E X
S .B
S .B
B .S
L .T
A N
S I D
:1
J U
L Y
-2
US Army Corps of Engineers ®
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W E
N G
L A
N D
D
IS
T R
IC
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V
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IN
IA
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C O
N C
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D M
A
-2
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D R
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N B
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C O
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A
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IO
N N
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IS
S
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D A
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: O F
SHEET ID
M A
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D E
S C
R
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IO
N D
A T
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M A
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A N
C E
D R
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N N
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H O
A L
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N N
E L P
O P
H A
M B
E A
C H
S H
O A
L
B A
T H
A N
D P
H
IP
P S
B U
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M
A
IN
E W
W
J B
K E
N -S
P -2
-0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
PLAN - NEAR SHORE PLACEMENT SITE8 C-106 KEN-SP-2022-001_C-106.DWG
SECTIONS9 C-301 KEN-SP-2022-001_C-301.DWG
N/A
N/A
E6EPDLPT
Typewritten Text
LPT
e6eddjmn Typewritten Text 08-11-2022 e6eddjmn Typewritten Text
(ACTING)
N 340000 N 340000
N 360000 N 360000
E 3060000
N 380000
E 3060000 E 3060000
N 360000
# EASTING NORTHING
KENNEBEC RIVER
PHIPPSBURG TO BATH, MAINE
27-FOOT CHANNEL
STATE PLANE (1802 WEST ZONE) NAD 1983
1 3057817.78 331464.66 2 3054847.12 334561.10 3 3054607.64 335259.37 4 3053394.83 338795.67 5 3053394.83 340483.94 6 3053260.47 341465.55 7 3052827.13 343018.84 8 3052411.53 343913.86 9 3051861.52 344722.34 10 3051861.52 345329.33 11 3052755.67 348053.57 12 3053203.86 350466.00 13 3053137.23 351728.08 14 3052568.47 353639.73 15 3052038.50 354343.24 16 3051508.53 355046.75 17 3048932.04 356693.56 18 3047927.18 358484.37 19 3048406.92 361833.09 20 3049749.60 363193.37 21 3050055.18 364136.78 22 3050273.11 365696.23 23 3050325.39 366070.30 24 3050742.83 366856.95 25 3051046.38 367793.81 26 3050914.67 369048.60 27 3050127.80 371218.00 28 3050215.27 371980.64 29 3050659.86 375857.21 30 3050579.34 376834.68 31 3050171.30 378261.39 32 3050320.08 379017.37 33 3050460.64 379731.59 34 3050447.65 380726.99 35 3050355.58 380949.25 36 3049931.32 381373.51 37 3049376.99 381603.13 38 3047702.16 381603.13 39 3046814.03 381971.00 40 3046561.08 382223.95 41 3046351.90 382771.29 42 3046516.46 387968.69 43 3046678.20 393076.80 44 3046853.57 393085.65 45 3047003.88 393093.23 46 3047179.25 393102.08 47 3047016.21 387952.87 48 3046871.21 383373.27 49 3047161.65 382613.33 50 3047395.32 382379.66 51 3048062.93 382103.13 52 3049999.07 382103.13 53 3050327.84 381966.95 54 3050949.02 381345.77 55 3051178.75 380791.14 56 3050810.67 378920.82 57 3050863.89 377658.11 58 3051224.91 376395.80 59 3050712.01 371923.67 60 3050859.59 370666.85 61 3051648.68 368491.34 62 3051460.19 367142.13 63 3051034.55 366340.01 64 3050768.30 365627.02 65 3050544.32 364024.29 66 3050188.74 362926.51 67 3049228.10 361953.28 68 3048727.08 360542.14 69 3048566.70 359422.64 70 3048714.40 358631.30 71 3048862.11 357839.96 72 3048988.74 357614.28 73 3049854.50 356697.36 74 3052726.60 354861.60 75 3053836.19 351132.18 76 3053241.16 347929.39 77 3052561.52 345858.72 78 3052561.52 344582.30 79 3053152.33 343713.85 80 3053742.08 341599.91 81 3053894.83 341052.38 82 3053894.83 339379.03 83 3054057.03 338406.07 84 3055080.60 335421.58 85 3055703.57 334390.62 86 3058178.59 331810.81
N 380000
BACK
RIVER
BACK
RIVER
HANSON
BAY
C-101
C-102
C-103
PHIPPSBURG
BATH
ARROWSIC
ISLAND
PHIPPSBURG
KE
N
N
EB
EC
R
IV
ER
ATLANTIC
OCEAN
GEORGETOWN
ISLAND
KENNEBEC RIVER
PHIPPSBURG TO BATH
27-FOOT CHANNEL
ARROWSIC
ISLAND
35 34
KENNEBEC RIVER
PHIPPSBURG TO BATH
27-FOOT CHANNEL
KENNEBEC
RIVER
POPHAM BEACH
REACH
BATH
REACH
DOUBLING POINT REACH
NEARSHORE PLACEMENT
SITE (POPHAM BEACH)
BLUFF
HEAD
IN-RIVER PLACEMENT
SITE (DOUBLING POINT)
C-104
C-105
C-106
GENERAL PLAN
SCALE: 1" = 2000'A4
N
FLOOD
EBB
2000' 4000'0
MATCH LINE THIS SHEET
FL
O
O D
EB
B
# EASTING NORTHING # EASTING NORTHING
1 3051135.86 375619.38 2 3051078.52 375119.40 3 3050575.24 375119.40 4 3050632.59 375619.39
1 3055130.75 322730.62 2 3053930.66 321830.73 3 3054830.55 320630.65 4 3056030.64 321530.54
KENNEBEC RIVER, BATH, MAINE
DOUBLING POINT SHOAL DISPOSAL SITE
STATE PLANE NAD 1983 (WEST ZONE 1802)
DISPOSAL LIMIT COORDINATES
KENNEBEC RIVER, PHIPPSBURG, MAINE
POPHAM BEACH SHOAL DISPOSAL SITE
STATE PLANE NAD 1983 (WEST ZONE 1802)
DISPOSAL LIMIT COORDINATES
LEGEND
DESCRIPTION SYMBOL
N 385170.10 E 3046427.85
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. 13295 AND 13296. 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 CORRECTIONS
FOR THIS PROJECT RANGE FROM 3.59 TO 4.76 FEET. A HYPACK KTD FILE WAS CREATED
FROM CORRECTIONS FOR THIS PROJECT THAT ARE ESTABLISHED OR PUBLISHED IN THE VICINITY OF NOAA BENCH MARKS AT HUNNIWELL POINT, KENNEBEC RIVER (STATION ID 8417177, 02/27/2006) BATH, KENNEBEC RIVER (STATION ID 8417227, 02/28/2006), AND RICHMOND KENNEBEC RIVER (STATION ID 8417208, 02/27/2006). THE CORRECTIONS ARE 4.76 FEET FOR HUNNIWELL POINT,
3.49 FEET FOR BATH, AND 2.14 FEET FOR RICHMOND. NAVD88 IS ABOVE MLLW; THEREFORE THE CORRECTION SHOULD BE ADDED TO NAVD88 TO CONVERT TO MLLW. NO TIDE GAUGES WERE USED ON THIS PROJECT. THE AVERAGE RANGE OF TIDES IS 8.4 FEET AT HUNNIWELL POINT, AND 6.4 FEET AT
BATH, MAINE, AND 5.3 FEET AT RICHMOND.
4. COORDINATES SHOWN ARE BASED ON THE TRANSVERSE MERCATOR GRID SYSTEM FOR THE
STATE OF MAINE (WEST ZONE 1802), NAD 1983 AND ARE BASED ON U.S. SURVEY FEET.
5. SURVEY WAS PERFORMED USING A RESON T50 MULTIBEAM SONAR SYSTEM OPERATING
AT 300 KHZ. THE SURVEY FOR DOUBLING POINT WAS PERFORMED IN JULY 2022. ALL OTHER SURVEY
WAS PERFORMED IN MAY 2022. HORIZONTAL POSITIONING AND REAL TIME TIDE READINGS
WERE RECORDED UTILIZING A TRIMBLE SPS 855 RTK GPS SYSTEM. RTK CORRECTIONS WERE OBTAINED
FROM THE MTS (MAINE TECHNICAL SOURCE) SMARTNET MAX SYSTEM. NO BASE STATIONS WERE
USED ON THIS PROJECT.
6. THE SOUNDING INFORMATION SHOWN ON THESE MAPS REPRESENTS THE SHOALEST SOUNDINGS OF THOSE COLLECTED DURING JULY 2022 FOR DOUBLING POINT AND DURING MAY 2022 FOR ALL
OTHER AREAS. THE SOUNDING INFORMATION DEPICTED ON THESE MAPS 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 4981
SURVEYED BY: MATTHEW O'NEIL AND CREW
REFER TO SURVEY NO. KEN_SP_20220511_031
9. AIDS TO NAVIGATION WERE LOCATED DURING SURVEY OPERATIONS AND ARE PLOTTED AT
THE FIELD-DETERMINED POSITIONS. THE USCG IS THE AUTHORITATIVE SOURCE OF AIDS TO
NAVIGATION AND ADDITIONAL INFORMATION ON PUBLISHED LOCATIONS AND ADDITIONAL
DETAILS CAN BE FOUND IN THE USCG LIGHT LIST, VOLUME 1.
MATERIAL REQUIRED TO BE DREDGED
ALLOWABLE OVERDEPTH
(SECTION ONLY)
NAVIGATION AIDS
CHANNEL CENTERLINE
REQUIRED DREDGING DEPTH CONTOUR
CHANNEL COORDINATES
DREDGE LIMIT COORDINATES
US Army Corps of Engineers ®
U .S
.A R
M Y
C O
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-0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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F
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G-101
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MATCH LINE THIS SHEET
E6EPDLPT
LPT
N
N
N
N
N
E 3056000E 3056000
E 3057000E 3057000
+0
N 333326.19
N 332980.04
E 3056363.95
E 3046372.47
NORTH
SUGARLOAF
ISLAND
+0
+0
+0
+0
+0
+0
SOUTH
SUGARLOAF
ISLAND
P H I P P S B U R G
JACK ROCK
DAY BEACON
(G-5A)
+0
NORTH
SUGARLOAF
ISLAND
+0
+0
+0
+0
+0
+0
+0
+0
SOUTH
SUGARLOAF
ISLAND
P H I P P S B U R G
JACK ROCK
DAY BEACON
(G-5A)
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
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C T
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N
D A
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N
D A
T A
M A
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T
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A N
C E
D R
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N N
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B A
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A N
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B U
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A
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W
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N -S
P -2
-0
C-101
P L A
N S
T A
T O
S T
A
S .B
S .B
B .S
L .T
A N
S I
D
J U
L Y
-2
PLAN - STA. 17+00 TO STA. 35+00
SCALE: 1" = 100'A7 100' 200'0
M A
TC
H
LIN
E S
H E E T C
-102
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-101.
2. BASE BID MATERIAL REQUIRED TO BE DREDGED
AS SHOWN ON THIS SHEET CORRESPONDS WITH
BASE BID ITEM NO. 0003.
3. ALL DREDGE MATERIAL SHOWN ON THIS PLAN
SHALL BE PLACED AT NEARSHORE PLACEMENT
SITE APPROXIMATELY 4 MILES FROM DREDGING AREA
AS SHOWN ON SHEET C-106.
E6EPDLPT
N
N
N
N
E 3055000E 3055000
N 335186.79
E 3055222.47
N 334954.44
E 3054712.22
HUNNIWELL
POINT
+0
+0
+0
+0
P H I P P S B U R G
POPHAM BEACH
FORT
POPHAM
FORT POPHAM
LIGHT (FL G)
HUNNIWELL
POINT
+0
+0
P H I P P S B U R G
POPHAM BEACH
FORT
POPHAM
FORT POPHAM
LIGHT (FL G)
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
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K
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P
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
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D U
C T
IO
N
D A
T A
P
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D U
C T
IO
N
D A
T A
M A
IN
T
E N
A N
C E
D R
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G
IN
G
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N N
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E C
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O O
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H A
N N
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D O
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IN
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H O
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B A
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B U
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P L A
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S .B
S .B
B .S
L .T
A N
S I
D
J U
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-2
PLAN - STA. 35+00 TO STA. 62+00
SCALE: 1" = 100'A7 100' 200'0
M A
TC
H
LIN
E S
H E E T C
-101
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-101.
2. BASE BID MATERIAL REQUIRED TO BE DREDGED
AS SHOWN ON THIS SHEET CORRESPONDS WITH
BASE BID ITEM NO. 0003.
3. ALL DREDGE MATERIAL SHOWN ON THIS PLAN
SHALL BE PLACED AT NEARSHORE PLACEMENT
SITE APPROXIMATELY 4 MILES FROM DREDGING AREA
AS SHOWN ON SHEET C-106.
E6EPDLPT
N
N
E 3046000E 3046000
E 3047000E 3047000
N 383253.66
N 383271.05
E 3046367.72
E 3046916.92
HOSPITAL
POINT
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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P
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D A
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N
D A
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C T
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N
D A
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D A
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N N
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W
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N -S
P -2
-0
PLAN - STA. 594+00 TO STA. 620+00
SCALE: 1" = 100'A7 100' 200'0
M A
T C
H L
IN
E
S H
E E
T C
-1
NOTES:
H1
C-301
H1
C-301
H11
C-301
H11
C-301
1. FOR GENERAL NOTES SEE SHEET G-101.
2. BASE BID ITEM MATERIAL TO BE DREDGED
AS SHOWN ON THIS SHEET CORRESPONDS WITH
BASE BID ITEM NO. 0002.
3. ALL MATERIAL SHOWN ON THIS PLAN SHALL BE
PLACED AT THE IN-RIVER PLACEMENT SITE
APPROXIMATELY 2.5 MILES DOWNSTREAM AS
SHOWN ON SHEET C-105.
C-103
P L A
N S
T A
T
O S
T A
S .B
S .B
B .S
L .T
A N
S I D
J U
L Y
-2
E6EPDLPT
N
N
N
N
E 3046000E 3046000
E 3047000E 3047000
N 387653.02
N 387668.84
E 3047006.72
E 3046506.97
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G
K E
N N
E B
E C
R
IV
E R
-F
O O
T C
H A
N N
E L D
O U
B L
IN
G P
O
IN
T S
H O
A L
-F
O O
T C
H A
N N
E L P
O P
H A
M B
E A
C H
S H
O A
L
B A
T H
A N
D P
H
IP
P S
B U
R G
M
A
IN
E W
W
J B
K E
N -S
P -2
-0
PLAN - STA. 620+00 TO STA. 645+00
SCALE: 1" = 100'A7 100' 200'0
M A
T C
H L
IN
E
S H
E E
T C
-1
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-101.
2. BASE BID MATERIAL REQUIRED TO BE DREDGED
AS SHOWN ON THIS SHEET CORRESPONDS WITH
BASE BID ITEM NO. 0002.
3. ANY MATERIAL SHOWN ON THIS PLAN SHALL BE
PLACED AT THE IN-RIVER PLACEMENT SITE
APPROXIMATELY 2.5 MILES DOWNSTREAM AS
SHOWN ON SHEET C-105.
C-104
P L A
N S
T A
T
O S
T A
S .B
S .B
B .S
L .T
A N
S I D
J U
L Y
-2
E6EPDLPT
E 3051135.86
N 375619.38 N 375119.40
E 3051078.52
E 3050632.59
N 375619.39
E 3050575.24
N 375119.40
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G
K E
N N
E B
E C
R
IV
E R
-F
O O
T C
H A
N N
E L
D O
U B
L
IN
G P
O
IN
T S
H O
A L
-F
O O
T C
H A
N N
E L
P O
P H
A M
B E
A C
H S
H O
A L
B A
T H
A N
D P
H
IP
P S
B U
R G
M
A
IN
E W
W
J B
K E
N -S
P -2
-0
C-105
P L A
N
IN
-R
IV
E R
P L A
C E
M E
N T
S
IT
E
S .B
S .B
B .S
L .T
A N
S I
D
J U
L Y
-2
PLAN - IN-RIVER PLACEMENT SITE
SCALE: 1" = 100'A7
100' 200'0
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-101.
2. SITE IS FOR PLACEMENT OF DREDGED MATERIAL
FROM DOUBLING POINT REACH. THE IN-RIVER
PLACEMENT SITE IS LOCATED APPROXIMATELY
2.5 MILES DOWNSTREAM FROM DOUBLING POINT
REACH.
COLOR LEGEND
ELEVATION RANGE
80.00 TO 90.00
< 90.00
> 80.00
E6EPDLPT
E 3055130.75
N 322730.62
E 3054830.55
N 320630.65
E 3053930.65
N 321830.74
E 3056030.65
N 321530.55 US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
P
R O
D U
C T
IO
N
D A
T A
M A
IN
T
E N
A N
C E
D R
E D
G
IN
G
K E
N N
E B
E C
R
IV
E R
-F
O O
T C
H A
N N
E L
D O
U B
L
IN
G P
O
IN
T S
H O
A L
-F
O O
T C
H A
N N
E L
P O
P H
A M
B E
A C
H S
H O
A L
B A
T H
A N
D P
H
IP
P S
B U
R G
M
A
IN
E W
W
J B
K E
N -S
P -2
-0
C-106
P L A
N N
E A
R S
H O
R E
P L A
C E
M E
N T
S
IT
E
S .B
S .B
B .S
L .T
A N
S I
D
J U
L Y
-2
PLAN - NEAR SHORE PLACEMENT SITE
SCALE: 1" = 100'A2
100' 200'0
NOTES:
1. FOR GENERAL NOTES SEE SHEET G-101.
2. SITE IS FOR PLACEMENT OF DREDGED MATERIAL
FROM POPHAM BEACH REACH. THE NEAR SHORE
PLACEMENT SITE IS LOCATED APPROXIMATELY
4 MILES FROM THE POPHAM BEACH REACH.
COLOR LEGEND
ELEVATION RANGE
40.00 TO 50.00
< 50.00
> 40.00
E6EPDLPT
-10
-20
-30
-40
-50
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40
-50
MLLW
WEST CHANNEL LIMIT
WIDTH VARIES
EAST CHANNEL LIMIT
EXISTING BOTTOM
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
1' V ON 3' H
SIDE SLOPE (TYP)
-10
-20
-30
-40
-50
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40
-50
MLLW
WEST CHANNEL LIMIT
500'
EAST CHANNEL LIMIT
EXISTING BOTTOM
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
1' V ON 3' H
SIDE SLOPE (TYP)
-10
-20
-30
-40
-50
0 100 200 300 400 500 600-100-200-300-400-500-600
-10
-20
-30
-40
-50
MLLW
WEST CHANNEL LIMIT
500'
EAST CHANNEL LIMIT
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
1' V ON 3' H
SIDE SLOPE (TYP)
EXISTING BOTTOM
MATERIAL REQUIRED
TO BE REMOVED
(BASE BID ITEM NO. 0003)
2' ALLOWABLE OVERDEPTH
(BASE BID ITEM NO. 0003)
POPHAM BEACH REACH
27-FOOT CHANNEL
MATERIAL REQUIRED
TO BE REMOVED
(BASE BID ITEM NO 0002)
MATERIAL REQUIRED
TO BE REMOVED
(BASE BID ITEM NO 0002)
27-FOOT CHANNEL
DOUBLING POINT REACH
(MAINTAINED TO 30 FEET)
27-FOOT CHANNEL
DOUBLING POINT REACH
(MAINTAINED TO 30 FEET)
2' ALLOWABLE OVERDEPTH
(BASE BID ITEM NO 0002)
2' ALLOWABLE OVERDEPTH
(BASE BID ITEM NO 0002)
SECTION - DOUBLING POINT SHOAL
SCALE: HOR. 1" = 100'H1
SECTION - DOUBLING POINT SHOAL
SCALE: HOR. 1" = 100'H11
SECTION - POPHAM BEACH SHOAL
SCALE: HOR. 1" = 100' A1
US Army Corps of Engineers ®
SHEET ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
VER. 1" = 10'
VER. 1" = 10' VER. 1" = 10'
100' 200'0 100' 200'0
100' 200'0
10' 20'0
10' 20'0 10' 20'0
C-301
S E
C T
IO
N
S
S .B
S .B
B .S
L .T
A N
S I D
A S
N O
T E
D
J U
L Y
-2
E6EPDLPT
| KEN-SP-2022-001_G-101-G-101.pdf |
| Sheets and Views |
| G-101 |
| 2022-08-09T10:02:05-0400 | |
| BUCEK.SCOTT.ALAN.1265114950 |
| 2022-08-11T09:03:02-0400 | |
| NEWMAN.JAMES.MATTHEW.1149977399 |
| 2022-08-16T10:17:49-0400 | |
| MARGOLIS.DAVID.I.1228573805 |
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