FMMD27_Amendment_0001_Sheets_02072022.pdf
PDF 22 MB Posted
- Attached to
- Fargo Moorhead Metropolitan (FMM) Area Flood Risk Management Project, Drain 27 Wetland Restoration
- Solicitation number
- W912ES21B0012
About this file
This solicitation is for the Fargo Moorhead Metropolitan (FMM) Area Flood Risk Management Project, Drain 27 Wetland Restoration. The U.S. Army Corps of Engineers, St. Paul District is seeking bids for excavation to create a wetland, construction of an earthen embankment and weirs, removal of roads and utilities, and construction of an access road near Horace, North Dakota. The project will provide required wetland mitigation for impacts from construction of the FMM Area Flood Risk Management Project. The contract type will be firm fixed-price, and the solicitation is a total small business set-aside. The anticipated value is between $5 million and $10 million under NAICS code 237990. Offerors must register in the System for Award Management to be eligible for award.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912ES21B0012 0003 - Amendment 0003.pdf | ||
| W912ES21B0012 0001 - Amendment 0002.pdf | ||
| W912ES21B0012 0001 - Amendment 0001.pdf | ||
| W912ES21B0012_SPECS.pdf | ||
| W912ES21B0012_PLANS.pdf |
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Text version
IN DIFFERENT CONTRACT
SE-3 EMBANKMENT. CONSTRUCTED
DRAIN 27
STOCKPILE AREA
STOCKPILE AREA
HAUL ROUTE TO
OPTION LIMITS
IN DIFFERENT CONTRACT
SE-2 EMBANKMENT. CONSTRUCTED
IN DIFFERENT CONTRACT
SE-1 EMBANKMENT. CONSTRUCTED
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U .S
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W-73
W-70
W-2
W-1
W-4
W-5
W-6 W-8
W-9
W-10
W-11
W-12
W-17
W-20 W-21
W-22W-23
W-25
W-26 W-27
W-28
W-29W-30
W-31 W-32
W-33W-34
W-35 W-36
W-37 W-38
W-39
W-40
W-41
W-42
W-43 W-44
W-71
W-72
W-45
W-7
O-13O-12
O-11
O-10
O-9 O-8
W-24, O-7
O-6 O-5
W-16, O-4
W-15, O-3
W-14, O-2
W-13, O-1
O-16
O-14
O-15
LIMITS
ROAD REMOVAL
TURNAROUND
ACCESS ROAD
LIMITS
ROAD REMOVAL
DRAIN 27 CENTERLINE
N D A
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112TH AVE S.
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EXCAVATION LIMITS
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ACCESS ROAD
EARTHEN STRUCTURE
TURN AROUND
112TH TERMINATOR
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SIGN S-1
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GENERAL PLAN AND WORK LIMITS
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W-2
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W-4
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W-6 W-8
W-9
W-10
W-11
W-12
W-17
W-18 W-19
W-20 W-21
W-22W-23
W-25
W-26 W-27
W-28
W-29W-30
W-31 W-32
W-33W-34
W-35 W-36
W-37 W-38
W-39
W-40
W-41
W-42
W-43 W-44
W-71
W-72
W-45
W-7
O-13O-12
O-11
O-10
O-9 O-8
W-24, O-7
O-6 O-5
W-16, O-4
W-15, O-3
W-14, O-2
W-13, O-1
O-16
O-14
O-15
112TH AVE. S
T
H S
T . S
T
H A
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N D A
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20-417A
20-418A
20-407M
20-414M
20-406MU
20-405M
20-406M
20-404M
20-415M
20-416M
20-420A
20-421A
20-422A
20-423A
20-424A
20-419A
STOCKPILE AREA
HAUL ROUTE TO
OPTION LIMITS
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SCALE: 1" = 500'
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ADVERTISEMENT
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
910910
W-2
W-1
W-3
W-4
W-5
W-10
W-11
W-12
W-33W-34
W-35 W-36
W-37
W-43 W-44
W-45
W-13, O-1
W-14, O-2
W-15, O-3
O-8
O-9
O-10
O-11
O-12
O-14
O-15
O-16
O-13
RR 0+00
RR 2+50
RR 5+00
RR 7+50
RR 10+00
RR 12+50
RR 15+00
RR 17+50
RR 20+00
RR 22+50
RR 25+00
RR 27+50
RR 30+00
RR 32+50
RR 35+00
RR 37+50
RR 40+00
RR 42+50
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
LIMITS
ROAD REMOVALOPTION LIMITS
LIMITS
ROAD REMOVAL
THIS CONTRACT)
OF THIS WILL BE DONE FOR SE-3 EMBANKMENT (NOT IN
START ROAD REMOVAL AT RR 6+25. REMOVALS NORTH
APPROXIMATELY RR 69+88.
END ROAD REMOVAL AT STA 113+40 =
SEE DETAIL C7.
FEET WIDE ALONG THE LENGTH OF THE CURVE.
REMAINING ROADWAY TO BE A MINIMUM 30
THE NE QUADRANT TO ALLOW FOR THE
57TH ST. AND 112TH AVE SHALL BE LIMITED TO
ROAD REMOVAL AT THE INTERSECTION OF
RR 41+60
RR 41+80
RR 42+00
RR 42+20
RR 42+40
R R
R R
R R
R R
R R
R R
OF INTERSECTION
EXISTING EDGE
REMOVAL
EDGE OF ROAD
R
ELEVATION
EXISTING GROUND
OF ROAD, MATCH
PROPOSED EDGE
E=2875102.66
N=409238.51
E=2875126.17
N=409238.96
E=2875146.55
N=409218.97
E=2875146.55
N=409187.98
SIGN S-7, S-8
SIGN S-9, S-10
SIGN S-11, S-12
SIGN S-3
SIGN S-2
OPTION LIMITS
O-12
O-11
O-13
E N
A M
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SCALE: 1" = 250'
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GENERAL NOTES
R O
A D
W A
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N D E
X C
A V
A T
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DEMOLITION PLAN - ROADWAY AND EXCAVATION
0 20' 40'
N
ROADWAY INTERSECTION DETAIL
SCALE: 1" = 20'C7
D R
A
IN
W
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ADVERTISEMENT
EXISTING ROADWAY SIDE SLOPES. SEE DETAIL A1 ON SHEET CS302.
2. EXISTING ROADS SHALL BE EXCAVATED TO THE TIE-IN ELEVATION OF THE
BENEATH THE ACCESS ROAD. SEE LS SHEETS.
1. EXCAVATED AREA SHALL BE TOPSOILED AND SEEDED,EXCLUDING THE AREA
F E
B
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V
IS
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N A
C C
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D A
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2 3 4 5 6 7 8 9 10
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US Army Corps
U .S
A R
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F E
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910910
0 9
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W-6
W-2
W-1
W-3
W-4
W-5
W-8
W-9
W-10
W-11
W-12
W-29W-30
W-33W-34
W-35 W-36
W-37
W-43 W-44
W-45
W-7
W-13, O-1
W-14, O-2
W-15, O-3
W-16, O-4 O-8
O-9
O-10
O-11
O-12
O-14
O-15
O-16
O-13
RR 0+00
RR 2+50
RR 5+00
RR 7+50
RR 10+00
RR 12+50
RR 15+00
RR 17+50
RR 20+00
RR 22+50
RR 25+00
RR 27+50
RR 30+00
RR 32+50
RR 35+00
RR 37+50
RR 40+00
RR 42+50
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
CULVERTS IN PLACE
PROTECT EXISTING
87 LF 18" CMP CULVERT
REMOVE FARM ACCESS AND
CMP CULVERT AND STRUCTURES
REMOVE 55 LF 114" x 77" ARCH
CULVERT AND STRUCTURES
REMOVE 64 LF 24" CMP
AND STRUCTURES
CMP CULVERT
142" x 91" ARCH
REMOVE 55 LF
TYPICAL 30" ± DEPTH
2718 LF - 11 PAIR COPPER
AFTER ABANDONMENT.
CONTRACTOR TO REMOVE LINE
ABANDONED BY OTHERS.
BURIED COMMUNICATION LINE
COMMUNICATION AND GAS LINES.
UTILITY COMPANY FOR ELECTRIC,
COORDINATE WITH APPROPRIATE
RR 6+25. CONTRACTOR TO
ALL UTILITY REMOVALS TO START AT
PROTECT IN PLACE
OVERHEAD ELECTRIC LINES
STOCKPILE AREA
HAUL ROUTE TO
TYPICAL 7' ± DEPTH
2759 LF - 2" WATER SERVICE
AFTER ABANDONMENT.
CONTRACTOR TO REMOVE LINE
ABANDONED BY OTHERS.
BURIED WATER SERVICE
TO BE REMOVED BY OTHERS
STRUCTURES WITHIN WORKLIMITS
OPTION LIMITS
PROTECT IN PLACE.
WITHIN EXCAVATION AREA.
ESTIMATED DEPTH OF 12'
BURIED GAS LINE
OTHERS IN 2022.
TO BE REMOVED BY
ELECTRIC LINE AND POLES
3 PHASE OVERHEAD
PROTECT IN PLACE.
BURIED ELECTRIC LINE
LIMITS TO BE REMOVED BY OTHERS IN 2022.
REMAINING POWER POLES WITHIN WORK
EXCAVATION AREA (ESTIMATED ELEVATION 895').
TO UNDERGROUND WITHIN
BEEN PARTIALLY RELOCATED
ELECTRIC LINE HAS
3 PHASE OVERHEAD
24 COUNT TOLL FIBER
PROTECT IN PLACE.
WITHIN EXCAVATION AREA.
ESTIMATED ELEVATION 895'-896'
BURIED COMMUNICATION LINE
PROTECT IN PLACE.
WITHIN EXCAVATION AREA.
ESTIMATED ELEVATION 890'
BURIED 6" WATERMAIN
END WATER SERVICE REMOVAL.
E N
A M
B
R
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
O
S -B
U
IL
T N
R G
O -M
O O
R H
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D F
L O
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IS
K M
A N
A G
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T
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D R
IV
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F T
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T H R
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IN
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S T P
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M
IN
N E
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F A
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B
CD102
.9
SCALE: 1" = 250'
N
0 250' 500'
F M
M D
C D x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
D E
M O
L
IT
O N P
L A
N
T S
U L L
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GENERAL NOTES
U T
IL
IT
IE
DEMOLITION PLAN - UTILITIES
R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
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ADVERTISEMENT
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
CONTACTS FOR COMPANIES FOUND IN SPECIFICATIONS
NATURAL GAS:XCEL ENERGY
COMMUNICATIONS:CENTURYLINK
WATERMAIN:CASS RURAL WATER DISTRICT (CRWD)
ELECTRIC LINES:CASS COUNTY ELECTRIC COOP (CCEC)
1. UTILITY COMPANIES FOR COORDINATION
1 1
L
IC
IT
A T
IO
N N
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O-12 O-13
O-11
O-10
O-9
O-14
O-15
O-8
W-15, O-3
W-16, O-4
W-14, O-2
W-13, O-1
O-16
W-24, O-7
W-4
W-5
W-10
W-11
W-12
W-14
W-16
W-25
W-28
W-29W-30
W-31W-32
W-33W-34
W-35 W-36
W-37
W-38
W-39
W-40
W-41
W-42
W-43 W-44
W-15
910910
910 910
RR 5+00
RR 7+50
RR 10+00
RR 12+50
RR 15+00
RR 17+50
RR 20+00
RR 22+50
RR 25+00
RR 27+50
RR 30+00
RR 32+50
RR 35+00
RR 37+50
RR 40+00
RR 42+50
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
CG102
112TH AVE S
T
H S
T S
10' MIN. BOTTOM WIDTH
CG103
CG104
ACCESS ROAD
CG105
CG106
CG107
CG108
C G
STRUCTURE
EARTHEN
(NOT IN THIS CONTRACT)
SE-2 BORROW DITCH
OPTION LIMITS
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
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IS
K M
A N
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F T
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IV
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A S
IN
S T P
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T E
M
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IN
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C F
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P
A U
L
M
IN
N E
S O
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F A
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F M
M D
C G x x x .d g
SCALE: 1" = 250'
D
N A
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8 1
B
CG101
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
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0 250' 500'
WETLAND AND ROAD REMOVAL - OVERALL GRADING PLAN
O V
E R
A L L G
R A
D
IN
G P
L A
N
W E
T L
A N
D A
N D R
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W
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S
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B E
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R
M C
G A
R V
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B S
P R
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G
B S
P R
A N
G
ADVERTISEMENT
F E
B
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V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
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N D
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M A
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D B
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D A
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C O
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R A
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D B
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D R
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N B
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IS
S
U E D
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-4
LP-1
LP-2
LP-3
WE-1
WE-80
WE-7
WE-79
WE-8
WE-6
WE-5
WE-2
WE-3
WE-4
WE-82
WE-81
AR
1+
AR
2+
AR
3+
AR
4+
AR
5+
AR 56+
AR 57+
AR 58+
AR 59+
AR 59+
RR 5+00
RR 6+00
RR 7+00
RR 8+00
RR 9+00
RR 10+00
RR 11+00
RR 12+00
RR 13+00
RR 14+00
D 1 8+0
D
+0
D 25+00
D 24+00
D
+0
D 23+00
D 17+00
D 16+00
D 2 1+
D 22+
W
W
W
W
W
W
W
W
W
W
W
SE-2 BORROW DITCH
ACCESS ROAD
DRAIN 27
CENTERLINE OF
ACCESS ROAD
CENTERLINE OF
ROAD REMOVAL ALIGNMENT
CENTER OF 57TH STREET/
TURNAROUND
ACCESS ROAD
EDGE OF EXCAVATION
CENTERLINE
EARTHEN STRUCTURE
TOE OF EARTHEN STRUCTURE
EARTHEN STRUCTURE
EARTHEN STRUCTURE
LIMIT
ROAD REMOVAL
MATCHLINE WITH CG103
10:1 SLOPES MAX.
EAST DITCH
BORROW DITCH BOTTOM
BORROW DITCH BOTTOM
GRADE TO DRAIN
PILOT CHANNEL
PILOT CHANNEL
5' WIDE
GRADE TO DRAIN
PILOT CHANNEL
E N
A M
S -B
U
IL
T N
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O -M
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D F
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IS
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IN
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IC
P
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L
M
IN
N E
S O
T A
F A
R G
O
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A1
N
F M
M D
C G x x x .d g
SCALE: 1" = 50'
0 50' 100'
CG102
N A
D
N A
V D
8 1
B
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
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T
T S
U L L
Y
E L E
V A
T
IO
N D
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IC
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C O
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IN
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M
H O
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C O
M B
IN
E D F
A C
T O
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C F
G E
O
IDWETLAND AND ROAD REMOVAL - GRADING PLAN - 1 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
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W
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T O
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B
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T O
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ADVERTISEMENT
R
M C
G A
R V
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B S
P R
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B S
P R
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F E
B
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N A
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D A
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H A
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D A
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K E
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N B
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IS
S
U E D
A T
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-5
W-10
W-37
LP-8
LP-9
LP-5
LP-4
WE-76
WE-75
WE-13
WE-12
WE-11
WE-16
WE-17
WE-14
WE-15
WE-78
WE-74
WE-18
WE-28
WE-10
WE-20
WE-9
WE-19
WE-27
WE-26
WE-77
A R
A R
A R
AR
0+
RR 15+00
RR 16+00
RR 17+00
RR 18+00
RR 19+00
RR 20+00
RR 21+00
RR 22+00
RR 23+00
D 29+00
D 28+00
D 27+00
D
D 26+00
D
D 30 +00
D 36 +00
D 37+00
D
D 38+00
D 1+
D
10' MIN. BOTTOM WIDTH
T
H S
T
ROAD REMOVAL ALIGNMENT
CENTER OF 57TH STREET/
DRAIN 27
CENTERLINE OF
ACCESS ROAD
CENTERLINE OF
MATCHLINE WITH CG102
MATCHLINE WITH CG105
MATCHLINE WITH CG104
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPE MAX.
E N
A M
S -B
U
IL
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T
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IV
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F T
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IV
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IN
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IC
T
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IO
N D
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C O
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D
IN
A T
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M
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IN
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A C
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C F
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P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
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F M
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C G x x x .d g
CG103
N A
D
N A
V D
8 1
B
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 2 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
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IN
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G A
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G
B S
P R
A N
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ADVERTISEMENT
F E
B
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V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
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K E
D B
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D R
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N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-33
LP-14 900
LP-15
LP-6
LP-7
LP-12
LP-13
LP-16
WE-68
WE-37
WE-36
WE-67
WE-24
WE-21
WE-22
WE-25
WE-35
WE-29
WE-23
WE-32
WE-31
WE-33
WE-34
WE-30
RR 24+00
RR 25+00
RR 26+00
RR 27+00
RR 28+00
RR 29+00
RR 30+00
RR 31+00
RR 32+00
RR 33+00
D 39+00
D 2+
D
D
D
D 40+0
D
+0
10' MIN. BOTTOM WIDTH
ROAD REMOVAL ALIGNMENT
CENTER OF 57TH STREET/
DRAIN 27
CENTERLINE OF
EDGE OF EXCAVATION
MATCHLINE WITH CG103
MATCHLINE WITH CG107
M A
T C
H L
IN
E W
IT
H C
G
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPES MAX.
E N
A M
S -B
U
IL
T N
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M
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T A
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IN
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C F
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P
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M
IN
N E
S O
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F A
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C G x x x .d g
A
D
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.9
N D S
P C
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E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 3 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
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G A
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B S
P R
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ADVERTISEMENT
F E
B
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V
IS
E D I
N A
C C
O R
D A
N C
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IT
H A
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N D
M E
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C O
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K E
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D R
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N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-11
LP-10
LP-11
WE-71
WE-69
WE-70
WE-72
WE-73
D
EDGE OF EXCAVATION
MATCHLINE WITH CG104
MATCHLINE WITH CG106
10:1 SLOPE MAX.
E N
A M
S -B
U
IL
T N
R G
O -M
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E A
D F
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K M
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A G
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T
R E
D R
IV
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F T
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T H R
IV
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A S
IN
S T P
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T
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V A
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N D
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C O
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IN
A T
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M
H O
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IZ
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T A
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C O
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IN
E D F
A C
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C F
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P
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IN
N E
S O
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F A
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C G x x x .d g
A
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.9
N D S
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O U
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E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 4 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
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G A
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P R
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B S
P R
A N
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ADVERTISEMENT
M A
T C
H L
IN
E W
IT
H C
G
F E
B
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V
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N A
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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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-12
LP-24
LP-18
LP-17
LP-19
LP-25
WE-40
WE-39
WE-38
WE-65
WE-66
WE-41
WE-53
WE-64
WE-54
WE-55
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DRAIN 27
CENTERLINE OF
EDGE OF EXCAVATION
MATCHLINE WITH CG105
MATCHLINE WITH CG108
MATCHLINE WITH CG107
M A
T C
H L
IN
E W
IT
H C
G
10:1 SLOPE MAX.
BOTTOM WIDTH
10' MIN.
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG106
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 5 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
M A
T C
H L
IN
E W
IT
H C
G
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O-12
O-13
LP-26
WE-52
WE-42
911912
910 910
RR 34+00
RR 35+00
RR 36+00
RR 37+00
RR 38+00
RR 39+00
RR 40+00
RR 41+00
RR 42+00
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
ROAD REMOVAL CENTERLINE
CENTER OF 112TH AVE/
ROAD REMOVAL CENTERLINE
CENTER OF 57TH STREET/
MATCHLINE WITH CG104
MATCHLINE WITH CG109
MATCHLINE WITH CG106
M
A T
C H
L
IN
E W
IT
H C
G
LIMIT
ROAD REMOVAL
LIMIT
ROAD REMOVAL
10:1 SLOPES MAX.
OPTION LIMITS
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG107
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 6 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
O-10
W-15, O-3
O-15
O-14
W-14, O-2
LP-22
LP-23
LP-21
LP-20
WE-58
WE-60
WE-61
905 905
WE-57
WE-62
WE-59
WE-63
WE-56
910 910
D 7 1+0
D 7 1+4
D 0+
D 9+
D 8+
D
D
D
D
D
D
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
10' MIN. BOTTOM WIDTH
DRAIN 27
CENTERLINE OF
ROAD REMOVAL ALIGNMENT
CENTER OF 112TH AVE/
EDGE OF EXCAVATION
MATCHLINE WITH CG106
M A
T C
H L
IN
E W
IT
H C
G
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPES MAX.
OUTSIDE EXCAVATION LIMITS
PROTECT TREES IN PLACE
OUTSIDE EXCAVATION LIMITS
PROTECT TREES IN PLACE
OPTION LIMITS
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG108
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 7 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W -2
W -2
LP-29
LP-30
LP-31
LP-32
LP-28
LP-27
WE-43
WE-44
WE-45
WE-50
WE-49
WE-51
WE-46
WE-47
WE-48
RR 55+00
RR 56+00
RR 57+00
EDGE OF EXCAVATION
M A
T C
H L
IN
E W
IT
H C
G
6 MATCHLINE WITH CG108
M A
T C
H L
IN
E W
IT
H C
G
ROAD REMOVAL ALIGNMENT
CENTER OF 112TH AVE/
10' MIN. BOTTOM WIDTH
ROAD REMOVAL LIMIT
ROAD REMOVAL LIMIT
10:1 SLOPES MAX.
OPTION LIMITS
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
A1
N
F M
M D
C G x x x .d g
A
D
N A
V D
8 1
B
CG109
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
T S
U L L
Y
WETLAND AND ROAD REMOVAL - GRADING PLAN - 8 OF 8
O
F
G R
A D
IN
G P
L A
N
W E
T L
A N
D A
N D R
O A
D R
E M
O V
A L
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
MATCHLINE WITH CG107
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-2 W-3
W-1
W-4
W-5
W-10
W-43 W-44
W-45
D 29+00
D 1 8+0
D 28+00
D 27+00
D
+0
D 26+00
D 25+00
D 24+00
D
+0
D 23+00
D 17+00
B
B -2
B
D 16+00
B
D 12+
D 13+00
D 14+00
D 15+00
B
B
B
D
+0
B
B
B
B
B
B
B -1
D 0+
D 2 1+
D 22+
ED 7+47ED-2
ED 7+00
ED 6+00
ED 5+00
ED 4+00
ED 3+00
ED 2+00
ED 1+00
ED 0+00
ED-1
W
W
W
W
W
W
W
W
W
W
A1
CS402
A1
CS401
WORK LIMITS
CONTROL LINE
SOUTHERN EMBANKMENT
CS301
E1
(NOT IN THIS CONTRACT, FUTURE CONTRACT)
BORROW DITCH BOTTOM
SOUTHERN EMBANKMENT
EARTHEN STRUCTURE TOP
SIDE SLOPE
EARTHEN STRUCTURE
TOE
EARTHEN STRUCTURE
WEIR ROCK
DRAIN 27 CENTERLINE
ACCESS ROAD
BOTTOM
BORROW DITCH
BOTTOM
BORROW DITCH
1V:4H
1V:4H
CHANNEL
PILOT
5' WIDE
TURNAROUND
ACCESS ROAD
(NOT IN THIS CONTRACT, FUTURE CONTRACT)
BORROW DITCH TOP OF BANK
SOUTHERN EMBANKMENT
TIE IN EL. 908.00'
CENTERLINE
ACCESS ROAD
1V:5H SIDE-SLOPES
V-DITCH
EAST DITCH
TIE IN EL. 908.30'
EARTHEN STRUCTURE CONTROL LINE
C3
C3
CS302
A6
ES-60
ES-58
ES-56
ES-57
ES-54
ES-53
Default
N 412854.56
E 2874630.86
Elev 905.82
ES-59
ES-61
ES-55
ES-52
T
H S
T S
E N
A M
S -B
U
IL
T N
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O -M
O O
R H
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D F
L O
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IS
K M
A N
A G
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E N
T
R E
D R
IV
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F T
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O R
T H R
IV
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A S
IN
S T P
A U
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IS
T R
IC
T
E L E
V A
T
IO
N D
A T
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V E
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IC
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T R
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C O
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D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
CS101
A N
S I
D
.9
0 100' 200'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
SCALE: 1" = 100'
S
U L L
Y
EARTHEN STRUCTURE PLAN
E A
R T
H E
N S
T R
U C
T U
R E P
L A
N
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
ADVERTISEMENT
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
O
L
IC
IT
A T
IO
N N
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D E
S
IG
N E
D B
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D E
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R
IP
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N
A
M A
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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
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-2
W-1
W-3
W-4
W-5
W-6
W-8
W-9
W-10
W-11
W-73
W-70 W-71
W-72
W-7
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
AR
0+
AR
2+
AR
4+
AR 56+
AR 58+
W 0+00
RR 6+00
AR 59+85
RR 0+00
RR 2+00
RR 4+00
RR 8+00
RR 10+00
RR 12+00
RR 14+00
RR 16+00
RR 18+00
RR 20+00
RR 22+00
RR 24+00
RR 26+00
RR 28+00
RR 30+00
SIGN S-27
W
EXISTING GROUND
1V:4H TO
EXISTING GROUND
1V:4H TO
C1
A3
C1
CS301
CS402
A1
(NOT IN THIS CONTRACT)
CONTROL LINE
SOUTHERN EMBANKMENT
(NOT IN THIS CONTRACT)
BORROW DITCH BOTTOM
SOUTHERN EMBANKMENT
(NOT IN THIS CONTRACT)
BORROW DITCH TOP OF BANK
SOUTHERN EMBANKMENT
ACCESS ROAD CENTERLINE
ROAD
START OF ACCESS
TURNAROUND AREA
ACCESS ROAD AREA
TO STOCKPILE
HAUL ROUTE
T
H S
T S
N D A
V E S
E
SIGN S-6
WEST DITCH
BORROW DITCH BOTTOM
STOCKPILE AREA
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
N A
V D
S T P
A U
L
M
IN
N E
S O
T A
F A
R G
O
N D
B
CS102
A N
S I
D
.9
0 200' 400'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
SCALE: 1" = 200'
ACCESS ROAD PLAN
A C
C E
S S R
O A
D P
L A
N
T S
U L L
Y
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
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B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
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
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N
A
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S
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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
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K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
905905 905
910 910
910 910
W-15, O-3
O-15
1V:4H
1V:
4H
V
H
V
H
1V:4H
1V:4H
EDGE OF WETLAND EXCAVATION
TERMINATOR
TURNAROUND
ROAD REMOVAL LIMIT
OPTION LIMITS
GROUND
TIE INTO EXISTING
GROUND
TIE INTO EXISTING
OF ROADWAY
APPROXIMATE EDGE
OF ROADWAY
APPROXIMATE EDGE
OF ROADWAY
APPROXIMATE EDGE
OF ROADWAY
APPROXIMATE EDGE
EL. 910.47
EL. 910.47
20'
20'
EL. 910.61
EL. 910.61
20'
R
R
EL. 911.67
STA 113+00.0 2
EL. 911.94±
STA 113+40.0
C
112TH AVE S.
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
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D
IN
A T
E S
Y S
T E
M
H O
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IZ
O N
T A
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O N
T R
O L
C O
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IN
E D F
A C
T O
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C F
G E
D
N A
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L
M
IN
N E
S O
T A
F A
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O
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B
CS103
A N
S I
D
.9
0 10' 20'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
SCALE: 1" = 10'
T U
R N
A R
O U
N D
T
H A
V E T
E R
M
IN
A T
O R
112TH AVE S. TERMINATOR TURNAROUND
T S
U L L
Y
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
W E
S
B
O C
T O
B E
R
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
ADVERTISEMENT
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
O
L
IC
IT
A T
IO
N N
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D E
S
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N E
D B
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D E
S C
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N
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M A
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S
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S U
B M
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T E
D B
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D A
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C O
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C T N
O
C H
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K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L F P
L F P
L F P
L F P
L F P
L F P
L F P
L F P
L F P
L F P
L F P
L F P
L F P
L F P
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W 5+60
W 5+40
W 5+20
W 5+00
W 4+80
W 4+60
W 4+40
W 4+20
W 4+00
W 3+80
1V:10H
1V:10H
V :4
H
V :4
H
IMPERVIOUS FILL
TOPSOIL OVER
IMPERVIOUS FILL
TOPSOIL OVER
IMPERVIOUS FILL
TOPSOIL OVER
IMPERVIOUS FILL
TOPSOIL OVER
IMPERVIOUS FILL
TOPSOIL OVER
4%
4%
4%
VARIES
1V:10H
1V:10H
4%
1V:10H
1V:10H
4%
VARIES
VARIES
VARIES
10'10'
ES-51
ES-43
ES-42
ES-41
BORROW DITCH BOTTOM
ES-40
ES-49
ES-5
ES-50
ES-48
ES-47
ES-46ES-31
ES-32
ES-4
ES-44
ES-39
ES-38
ES-45
ES-33
ES-34
ES-35
CONCRETE ENCASEMENT
ES-36
FILTER COLLAR
LOW FLOW PIPE
CONCRETE ENCASEMENT
LOW FLOW PIPE
ES-30
ES-29
ES-28
TIE INTO EXISTING GROUND
ES-27
ES-26
ES-25
ES-3
ES-2
ES-6
ES-23
ES-24
ES-1
ES-8
TYPE 1 GEOTEXTILE
12" B3 BEDDING
30" R270 RIPRAP
D e fa u lt
N
.5
E
.8
E le v
.8
ES-37
ES-9
ES-12
ES-13
ES-10
ES-17
ES-7
.8
.8
ES-11
ES-14
ES-19
W 5+44.80
SHEETPILE AND KING PILE
ES-18
ES-16
TYPE 1 GEOTEXTILE
12" B3 BEDDING
30" R270 RIPRAP
TYPE 1 GEOTEXTILE
12" B3 BEDDING
30" R270 RIPRAP
W 4+55.20
SHEETPILE AND KING PILE
EARTHEN STRUCTURE CONTROL LINE
TOP OF WEIR
ES-15
ES-21
ES-20
ES-22
DIAPHRAGM
LOW FLOW PIPE
BORROW DITCH BOTTOM
5'
CHANNEL
PILOT
G R
A D
E
T
O
D
R A I N
P I L
O T
C
H A
N N
E L
G R
A D
E
T
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D
R A I N
P I L
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C
H A
N N
E L
G R
A D
E
T
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D
R A I N
P I L
O T
C
H A
N N
E L
10'
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
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T
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IV
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F T
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IV
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A S
IN
S T P
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IS
T R
IC
T
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N D
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D
IN
A T
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M
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T A
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IN
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A C
T O
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IN
N E
S O
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CS401
A N
S I
D
.9
0 10' 20'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
SCALE: 1" = 10'
S
U L L
Y
E A
R T
H E
N S
T R
U C
T U
R E R
O C
K P
L A
N
EARTHEN STRUCTURE ROCK PLAN
D R
A
IN
W
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L A
N D R
E S
T O
R A
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IO
N
W E
S
B
O C
T O
B E
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ADVERTISEMENT
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
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N D
M E
N T N
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
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T E
D B
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D A
T E
C O
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C T N
O
C H
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D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
910 910 910 910 910 910
910 910
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
A R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
R R
W 1+60
W 1+40
W 1+20
W 1+00
W 0+80
W 0+60
W 0+40
W 0+20
W 0+00
V :4
H
IMPERVIOUS FILL
TOPSOIL OVER
EL.=911.33
E=2874964.86
N=412795.97
1V:10H
1V:10H
GROUND. 4:1 SLOPE
TIE INTO EXISTING
EL.=911.33
E=2875006.18
N=412596.62
EL.=911.33
E=2875005.11
N=412603.49
EL.=911.33
E=2874990.72
N=412695.42
EL.=911.73
E=2874996.31
N=412595.08
45.7'
EL.=908.33
E=2874864.43
N=412726.26
EL.=911.33
E=2874963.21
N=412741.86
EL.=911.33
E=2874986.43
N=412593.53
EL.=908.33
E=2874879.90
N=412627.46
CHANGE BREAKLINE
TURNAROUND GRADE
50' RADIUS
EL.=909.83
E=2874913.82
N=412734.06
EL.=909.83
E=2874929.30
N=412635.18
EL.=910.72
E=2874858.28
N=412771.80
EL.=911.22
E=2874987.82
N=412776.63
EL.=911.33
E=2874919.07
N=412774.17
EL.=911.33
E=2874957.92
N=412775.68
EL.=911.33
E=2874974.92
N=412796.36
34.2'
EL.=911.33
E=2874978.04
N=412776.47
EL.=911.40
E=2874987.07
N=412797.41 AT RR 6+25
EXISTING
MATCH
EL.=911.73
E=2874976.48
N=412786.41
EL.=911.73
E=2874966.42
N=412786.02
EL.=911.73
E=2874967.98
N=412776.08
BETWEEN ROAD AND RAMP
SURFACE COURSE
8" AGGREGATE
57TH ST. S.
RAMP
57TH STREET
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
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K M
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E N
T
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F T
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IV
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A S
IN
S T P
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IS
T R
IC
T
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A L C
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T R
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C O
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D
IN
A T
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T E
M
H O
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T A
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T R
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IN
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A C
T O
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C F
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IN
N E
S O
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F A
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B
CS402
A N
S I
D
.9
0 10' 20'
F M
M D
C S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
SCALE: 1" = 10'
C
C E
S S R
O A
D T
U R
N A
R O
U N
D
ACCESS ROAD TURNAROUND
T S
U L L
Y
D R
A
IN
W
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L A
N D R
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T O
R A
T
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N
W E
S
B
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T O
B E
R
R
M C
G A
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B S
P R
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B S
P R
A N
G
ADVERTISEMENT
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T N
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N N
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D A
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C O
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D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S1
E N
A M
S -B
U
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R H
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L O
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K M
A N
A G
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T
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D R
IV
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F T
H E N
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T H R
IV
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A S
IN
S T P
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T R
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IN
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M
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T A
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C O
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IN
E D F
A C
T O
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C F
G E
P
A U
L
M
IN
N E
S O
T A
F A
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O
M
M D
C S x x x .d g
HORIZONTAL CONTROL TABLES
SCALE: NTS
D
N A
V D
8 1
B
CS602
.9
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
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T
H O
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O N
T A
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O N
T R
O L T
A B
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S
T S
U L L
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D R
A
IN
W
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L A
N D R
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T O
R A
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IO
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W E
S
B
O C
T O
B E
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ADVERTISEMENT
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
F E
B
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
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M E
N T N
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IC
IT
A T
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N N
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S
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D B
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D A
T E
C O
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C H
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K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-3W-2
W-1
W-4
W-5
W-6 W-8
W-9
W-10
W-11
W-12
W-17
W-18 W-19
W-20 W-21
W-22W-23
W-25
W-26 W-27
W-28
W-29W-30
W-31 W-32
W-33W-34
W-35 W-36
W-37 W-38
W-39
W-40
W-41
W-42
W-43 W-44
W-71
W-45
W-7
O-13O-12
O-11
O-10
O-9 O-8
W-24, O-7
O-6 O-5
W-16, O-4
W-15, O-3
W-14, O-2
W-13, O-1
O-16
O-14
O-15
REGION
EXCESS TOPSOIL
HABITAT MOUND/
REGION
EXCESS TOPSOIL
HABITAT MOUND/
T
H S
T S
ACCESS ROAD
HAUL ROUTE TO
WORK LIMITS
OPTION LIMITS
WORK LIMITS
112TH AVE S
N D A
V E S
E
SE-2 BORROW DITCH
ACCESS ROAD
PLACEMENT DIRECTIONS.
SEE GENERAL NOTES FOR
WETLAND RESTORATION SIGN.
SG-2
SG-3
SG-4
SG-1
WS-1
WS-2
WS-3
WS-4
WS-5
WS-6
WS-7
WS-8
WS-9
WS-10
WS-11
WS-12
WS-13
WS-14
WS-15
WS-16
WS-17
WS-18
WS-19
WS-20
WS-21
WS-22
WS-23
WS-24
WS-25
EARTHEN STRUCTURE
BOUNDARY
EXCAVATION
WETLAND
E N
A M
S -B
U
IL
T N
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
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T R
IC
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A T
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D
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A T
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Y S
T E
M
H O
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T A
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T R
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C O
M B
IN
E D F
A C
T O
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C F
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D
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IN
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S O
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LS101
A N
S I
D
.9
F M
M D
L S x x x .d g n
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
SCALE: 1" = 500'
0 500' 1000'
KEY
T S
U L L
Y
GENERAL NOTES
EXCESS TOPSOIL STOCKPILE REGIONS
ACCEPTABLE HABITAT MOUNDS/
P L
A N
H A
B
IT
A T M
O U
N D /E
X C
E S
S T
O P
S O
IL
HABITAT MOUND/EXCESS TOPSOIL - PLAN
D R
A
IN
W
E T
L A
N D R
E S
T O
R A
T
IO
N
EDGE OF WORK LIMITS
W E
S
B
O C
T O
B E
R
ADVERTISEMENT
STAFF GAUGE
R
M C
G A
R V
E Y
B S
P R
A N
G
B S
P R
A N
G
THE GAUGE ARE 08.
FOR ELEVATION 908.00' THE NUMBERS TO BE PROVIDED ON
TWO WHOLE NUMBERS OF THE ELEVATION. FOR EXAMPLE,
INCLUSIVE. THE NUMBERS PROVIDED SHALL BE THE LAST
ELEVATION THROUGH TOP OF GAUGE ELEVATION,
ONE FOOT INCREMENTS FROM DESIGN GROUND
NUMBERS SHALL BE PROVIDED FOR STAFF GAUGES ON 6.
SIGNS TO NOT BE PLACED BELOW ELEVATION 907.3.5.
TOWARDS THE ADJACENT PROPERTY.
THAN 5 FEET FROM WORK LIMITS, FACING OUTWARD
WETLAND RESTORATION SIGNS TO BE PLACED NO CLOSER4.
LOCATION BASED ON SITE CONDITIONS.
LOCATIONS. CONTRACTOR TO DETERMINE PRECISE
OF THE PROPERTY LINES. SEE "WS" POINTS FOR SIGN
EVERY 1/4 MILE (1320 FEET) MEASURED ALONG THE LENGTH
WETLAND RESTORATION SIGNS TO BE PLACED AT LEAST3.
TOLERANCE TO BE WITHIN 0.2' ± POST CONSTRUCTION.
TO ASSESS ACCURACY OF ENVIRONMENTAL EXCAVATION.
STAFF GAUGES TO BE MEASURED AFTER CONSTRUCTION2.
OF WORK LIMITS.
MEADOW AND 50 FEET MINIMUM FROM THE EDGE
MINIMUM OF 100 FEET FROM THE EDGE OF WET
HEIGHT OF 5 FEET. MOUNDS TO BE PLACED A
MAXIMUM SLOPE OF 1 V: 10 H, AND A MAXIMUM
PERMANENT HABITAT MOUNDS TO HAVE A
FOR TEMPORARY TOPSOIL STOCKPILES.
DISCRETION FOR PLACING EXCESS TOPSOIL AND
REGIONS ARE TO BE USED AT THE CONTRACTOR'S
HABITAT MOUNDS/EXCESS TOPSOIL STOCKPILE1.
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| FMMD27_G-101xxx |
| FMMD27_B-101xxx |
| FMMD27_CD102xxx |
| FMMD27_CS102xxx |
| FMMD27_CS602xxx |
| FMMD27_LS101xxx |
File details come from the government source that posted it. Updated .