W912ES22R0001-0003 RRS PLANS 10Nov21.pdf
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- Solicitation number
- W912ES22R0001
About this file
This solicitation is for construction of the Red River Structure portion of the Fargo Moorhead Metropolitan Area Flood Risk Management Project. The scope of work includes construction of a gated structure, dam walls, vehicle and mechanical bridges, stilling basin, dentated end sill, retaining walls, approach apron, slope protection slab and approach walls according to the provided plans and specifications. The project is estimated to cost between $100 million and $250 million. The U.S. Army Corps of Engineers, St. Paul District is the contracting agency, with responses due under a full and open competition conducted according to FAR Parts 15 and 36. Payment and performance bonds are required in accordance with FAR Part 28. The NAICS code is 237990 for other heavy and civil engineering construction, with a size standard of $39.5 million.
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CASS COUNTY
OPTIC COMM.
SPRINT FIBER
OPTIC COMM.
SPRINT FIBER
X X XXXXX XX
XXXXX
XXXXX
(TO REMAIN)
INC., 3"
WATER USERS
CASS RURAL
LIMITS, SEE NOTE 3.
OUTSIDE OF WORK
RELOCATED TO
PRIVATE DRIVE TO BE
M
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R S
C D
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CD101
N A
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A N
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V A
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V E
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N
400'0 200'A1
SCALE: 1" = 200'
LEGEND
DEMOLITION PLAN
XX X
T S
U L L
Y
OTHERS PRIOR TO THIS CONTRACT
DRIVEWAY TO BE REMOVED BY
EXISTING HOUSING PAD AND
TO BE REMOVED BY CONTRACTOR
ABANDONED UTILITES
REMOVED BY CONTRACTOR
EXISTING ROAD TO BE
ADVERTISEMENT
O C
T O
B E
R
W E
S
R
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
BE ABANDONED AND REMOVED BY OTHERS PRIOR TO THIS CONTRACT.
EXISTING CASS COUNTY SINGLE PHASE OVERHEAD POWER LINES ARE TO 4.
RETAIN ACCESS TO HOMESTEAD AT ALL TIMES.
DRIVE OWNER NO LATER THAN JULY 15, 2022. PRIVATE DRIVE OWNER SHALL
PRIVATE DRIVE TO BE RELOCATED TO OUTSIDE OF WORK LIMITS BY PRIVATE 3.
THE PLANS.
PROTECT IN PLACE ALL UTILITIES THAT ARE TO REMAIN AS INDICATED ON 2.
UTILITES WITHIN THE WORK LIMITS AS INDICATED ON THE PLANS.
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ABANDONED 1.
GENERAL NOTES
L
IC
IT
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IO
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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
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R S
0 88
900900
90090
905905
0 910
0 9
910910
895 895
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R E
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IV
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TH
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NO
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R
IV
ER
O F
R E D
NORTH
THE
UNNAMED RD.
R
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T S
R
D S
T S
C O R
D
S
C O R
D
S
49TH ST SE.
CLEARING
ACRES OF
6.1286
EXISTING TREE LINE
CLEARING
ACRES OF
8.2666
OF CLEARING
0.2528 ACRES
EXISTING TREE LINE
CLEARING
ACRES OF
0.0787
CLEARING
ACRES OF
0.0533
CLEARING
ACRES OF
0.1451
CLEARING
ACRES OF
0.0354 OF CLEARING
0.0163 ACRES
OF CLEARING
0.2082 ACRES
CLEARING
ACRES OF
0.036
OF CLEARING
0.2123 ACRES
CLEARING
ACRES OF
4.6074
CLEARING
ACRES OF
0.0413
CLEARING
ACRES OF
5.0076
EXISTING TREE LINE
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CD102
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400'0 200'A1
SCALE: 1" = 200'
LEGEND
T S
U L L
Y T
R E
E S
H R
U B C
L E
A R
IN
G
TREE & SHRUB CLEARING
PROTECTED.
EXISTING VEGETATION THAT DOES NOT NEED TO BE REMOVED WILL BE 3.
CLEARING WILL BE DONE PRIOR TO STRIPPING.2.
DUE TO BE EXCAVATED OR IMPROVED ARE TO BE CLEARED.
VEGETATION CLEARING IS SUCH THAT ONLY TREES AND SHRUBS IN AREAS 1.
GENERAL NOTES
(25.0896 ACRES TOTAL)
REMOVED
EXISTING VEGETATION TO BE
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
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T I S
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IT
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D A
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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
0 88
900900
90090
905905
905905
0 910
0 9
910910
W O
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T O
N C
R
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W O
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T O
N
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TH
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NO
RTH
R
IV
ER
O F
R E D
NORTH
THE
UNNAMED RD.
C O R
D
S
C O R
D
S
49TH ST SE.
M
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C P .d
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F A
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C O
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IN
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A C
T O
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C F
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A1
400'0 200'SCALE: 1" = 200'
T E
M P
O R
A R
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R A
F F
IC
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P L
A N
CP101
N A
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V E
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8 1
B
.9
A N
S I
GENERAL NOTES
1WHITE
BLACK ON 48" x 30"R11-2
BARRICADE
TYPE III
5' x 4'
CLOSED
ROAD
TRAFFIC CONTROL DEVICES
DEVICE NUMBER SIZE COLOR QTY.
ON WHITE
ORANGE
A
M
IK
O N
O W
IC
Z
A
M
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IC
Z
R
M C
G A
R V
E Y
CLOSED
ROAD
T S
U L L
Y
AHEAD
WORK
ROAD
W20-1 36" x 36"
ORANGE
BLACK ON 1
2' x 3' ON WHITE
ORANGE 1BARRICADE
TYPE I
AHEAD
WORK
ROAD
R11-4 48" x 30"
WHITE
BLACK ON
THRU TRAFFIC
TO
ROAD CLOSED
PLAN - TEMPORARY TRAFFIC CONTROL
CONSTRUTION IS COMPLETED.
DURING CONSTRUCTION. THEY SHALL BE REMOVED WHEN
3. ALL SIGNAGE AND BARRICADES SHALL BE IN PLACE
(1) TYPE 3 BARRICADE REQUIRED AT EACH LOCATION.
2. INSTALL R11-2 SIGN ON BARRICADES AS INDICATED ON PLAN.
CONTROL DEVICES (MUTCD) 2009 FOR SIGNAGE INFORMATION.
1. SEE REFERENCE MANUAL ON UNIFORM TRAFFIC
THRU TRAFFIC
TO
ROAD CLOSED
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
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T I S
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IT
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C H
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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
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
0 88
900900
90090
905905
905905
0 910
0 9
910910
W O
L V
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T O
N C
R
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W O
L V
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T O
N
R E
D R
IV
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O F
TH
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NO
RTH
R
IV
ER
O F
R E D
NORTH
THE
UNNAMED RD.
C O R
D
S
C O R
D
S
49TH ST SE.
M
M R
R S
C P .d
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F A
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F T
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F M
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IN
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IN
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T E
M
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T A
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T R
O L
C O
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IN
E D F
A C
T O
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C F
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400'0 200'SCALE: 1" = 200'
P L
A N
CP102
N A
D
N D S
P C
S S
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T H Z
O N
E U .S S
U R
V E
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N A
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8 1
B
.9
A N
S I
GENERAL NOTES
DEVICE
A
M
IK
O N
O W
IC
Z
A
M
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O N
O W
IC
Z
R
M C
G A
R V
E Y
T S
U L L
Y
NO
OUTLET
1NO
OUTLET
PLAN - PERMANENT SIGNAGE
P E
R M
A N
E N
T S
IG
N A
G E
NO
OUTLET
MPH
15 2
MPH
MPH
150' PRIOR TO THE TURN IN ROAD. SEE SHEET CS505 FOR SIGNAGE DETAILS.
2. INSTALL BOTH (W1-1R or W1-1L) AND SUPPLIMENT SIGN W13-1P
CONTROL DEVICES (MUTCD) 2009 FOR SIGNAGE INFORMATION.
1. SEE REFERENCE MANUAL ON UNIFORM TRAFFIC
TYPE II REFLECTIVE SIGN PANELS
SIGN NO.
CODE NO.
MUTCD
(IN)
SIGN SIZE
QTY.COLOR
YELLOW
BLACK ON
W14-2
W1-1R
W1-1L
W13-1P
W1-8 24" x 30"
24" x 24"
36" x 36"
36" x 36"
36" x 36"
YELLOW
BLACK ON
YELLOW
BLACK ON
YELLOW
BLACK ON
YELLOW
BLACK ON
QTY.
POST
(IN)
POST SIZE
4"x6"x12'
4"x6"x12'
4"x6"x12'
4"x6"x12'
4"x6"x12'
S1
S2
S3 S4
S5
S6 S7
S8
S9 S10
S3
S10
W1-8 24" x 30" 4"x6"x12'
YELLOW
BLACK ON
3 3
SIGN NO.
S2
S1, S10
S3, S8
S6, S4, S9
S7, S5, NORTHING, EASTING
LOCATIONS:
N399790.84, E2898558.43S10
N399876.06, E2898445.98S9
N399883.30, E2898436.42S8
N399912.29, E2898398.15S7
N399919.29, E2898388.41S6
N399939.12, E2898344.48S5
N399941.78, E2898332.78S4
N399888.08, E2898104.04S3
N399808.12, E2896870.58S2
N402420.94, E2896727.96S1
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
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IT
H A
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B
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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
895 895
5 8
910 9
910 910
0 88
900900
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905905
W O
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W O
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T O
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R E
D R
IV
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O F
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E
NO
RTH
R
IV
ER
O F
R E D
NORTH
THE
UNNAMED RD.
R
D S
T S
R
D S
T S
C O R
D
S
C O R
D
S
49TH ST SE.
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
B C
E C
E C
E C
E C
E C
E C
E C
E C
E C
0E C
E C 10+
00EC 11+00
EC 12+00
EC 13+00
EC 14+00
EC 15+00
EC 17+00
EC 18+00
EC 19+00
EC 20+00
EC 21+00
EC 22+00
EC 23+00
EC 24+00
EC 25+0
EC 26+0
EC 27+0
EC 28+0
EC 29+0
EC 30+0
EC 31+0
EC
+0
EC
2+
EC 16+00
PI-L2
PI-L3
PI-L4
PI-E
C1PI-EC2
PI-EC3
PI
-E
C4
PI-EC5
PI-EC6
PI-EC7
P I-E
C
PI-BC1
PI-BC2
PI-BC3
PI-BC4
R R
R R
R R
R R
R R
R R
R R +0
RR 7
+00
RR 8+00
R R 9+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
R R
R R
L
L
0 L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
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L
+0
L
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L
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L
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L 6 9+
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400'0 200'
N
A1
SCALE: 1" = 200'
A N
D P
R
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A R
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L
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N M
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O V
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A L L S
IT
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L A
N
OVERALL SITE PLAN AND PRIMARY ALIGNMENTS
SEE SHEET GC601 FOR WORK LIMIT TABULATION.4.
SEE SHEET CS601 FOR ALIGNMENT TABULATION. 3.
DRAINAGE ALIGNMENTS ARE ON SHEETS CS104 AND CS105.2.
AND ROAD ALIGNMENTS ARE SHOWN ON SHEET CS102 AND CS103.
THIS SHEET ONLY SHOWS PRIMARY SITE ALIGNMENTS, SECONDARY SITE 1.
GENERAL SHEET NOTES
SHEET)
(OFF
PI-L1
SHEET KEYNOTES
CS202 AND IS FOR INFORMATION ONLY.
ALIGNMENT RR IS SHOWN TO DISPLAY THE EXTENTS OF THE PROFILE ON 5.
CONTROL LINE STA. EC 19+80.18 = CONTROL LINE STA. L 29+25.454.
ENGINEERED CHANNEL, SEE SHEET CS6013.
DAM EMBANKMENT ALIGNMENT, SEE SHEET CS6012.
WEST BORROW DITCH, SEE SHEET CS6011.
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
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
R E
R E
R E
R E
R E
R E
R E
R E
R E
RE 9+00R
E
R E
R E
R E
R E
R E
R E
R E
R E
R E
R E
PI-RE1
PI-RE2
PI-RE3
PI-RE4
PI-RE5PI-RE6
PI-RE7
PI-RE8
PI-RE9
PI-RE10
R G
R G
R G
R G
R G
R G
R G
PI-RG1
PI-RG2
PI-RG3
PI-RG4
PI-RG5
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F M
M R
R S
C S .d
S
U L L
Y
CS103
A
M
IK
O N
O W
IC
Z
A
M
IK
O N
O W
IC
Z
R
M C
G A
R V
E Y
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
O
ID
A N
S I
D
N A
D
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
N A
V D
8 1
B
.9
E1
N
80' 160'0
EAST ROAD AND RAMP ALIGNMENTS
SCALE: 1" = 80'
A7
SOUTH DRIVE RE-ROUTE
SCALE: 1" = 80'
N
80' 160'0
SEE SHEET GC601 FOR WORK LIMIT TABULATION.4.
SEE SHEET CS601 FOR ALIGNMENT TABULATION. 3.
PRIMARY SITE ALIGNMENTS ARE SHOWN ON SHEET CS101.2.
PROJECT.
DRIVE RE-ALIGNMENTS THAT OCCUR TO THE EAST AND SOUTH OF THE
THIS SHEET ONLY SHOWS EAST SITE ROAD ALIGNMENTS, AND PRIVATE 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
ROAD CURVE CENTER: N399670.30, E2898467.4211.
ROAD CURVE CENTER: N399793.25, E2898305.0510.
ROAD CURVE CENTER: N401482.13, E2901037.399.
ROAD CURVE CENTER: N401588.07, E2900844.688.
ROAD CURVE CENTER: N401206.13, E2899430.397.
ROAD CURVE CENTER: N401367.13, E2899552.786.
ROAD CURVE CENTER: N401366.13, E2899551.785.
ROAD CURVE CENTER: N401426.13, E2899403.464.
ROAD CURVE CENTER: N401306.33, E2898963.003.
ROAD CURVE CENTER: N401206.13, E2898850.032.
ROAD CURVE CENTER: N401368.98, E2898681.931.
P L
A N
E A
S T R
O A
D A
N D R
A M
P A
L
IG
N M
E N
T S
E A
S T S
O U
T H S
ID
E D
R
IV
E R
E -R
O U
T E
S
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
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 O
L V
E R
T O
N C
R
R E
D R
IV
E R
O F
TH
E
NO
RTH
R
IV
ER
O F
R E D
NORTH
THE
UNNAMED RD.
C O R
D
S
C O R
D
S
49TH ST SE.
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F M
M R
R S
C S .d
S
U L L
Y
CS106
A
M
IK
O N
O W
IC
Z
A
M
IK
O N
O W
IC
Z
R
M C
G A
R V
E Y
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
O
ID
A N
S I
D
N A
D
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
N A
V D
8 1
B
.9
N
A1
S
IT
E S
E E
D
IN
G
P L
A N
PLAN, SITE SEEDING
SCALE: N.T.S.
LEGEND
PRIMARY STRUCTURE
RIP RAP AREAS
AGGREGATE ROADS
(EL. 912.00 & ABOVE)
EMBANKMENT ZONE
(EL. 906.00 TO 912.00)
ZONE 1
(EL. 888.00 TO 908.00)
ZONE 2
(EL. 883.00 TO 890.00)
ZONE 3
SEEDING ZONES
OVERLAPPED
SHEET KEYNOTES
ENGINEERED CHANNEL, SEE SHEET CS2013.
DAM EMBANKMENT, SEE SHEET CS203 & CS2042.
WEST BORROW DITCH, SEE SHEET CS2051.
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
SEE SHEET GC701 FOR WORK LIMIT TABULATION.4.
SEE SHEET CS701 FOR ALIGNMENT TABULATION. 3.
DRAINAGE ALIGNMENTS ARE ON SHEETS CS104 AND CS105.2.
3.48 ACRESZONE 3:
33.43 ACRESZONE 2:
18.68 ACRESZONE 1:
14.05 ACRESEMBANKMENT ZONE:
TABULATION FOR SEED ACREAGE IS AS FOLLOWS:
CS410 FOR RIP RAP DESIGN.
SHEETS & SECTIONS FOR AGGREGATE ROADS. SEE SECTIONS AND SHEET
STRUCTURAL SHEETS FOR HARDSCAPE & STRUCTURES. SEE CIVIL DETAIL
SPECIFICATIONS FOR SPECIFICS ON SEED MIXES AND PERCENTAGES. SEE
THIS SHEET IS AN OVERVIEW OF ALL SURFACING METHODS. SEE 1.
GENERAL SHEET NOTES
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
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
RE 0+00 RE 1+00 RE 2+00 RE 3+00 RE 4+00 RE 5+00 RE 6+00 RE 7+00 RE 8+00 RE 9+00 RE 10+00 RE 11+00 RE 12+00 RE 13+00 RE 14+00 RE 15+00 RE 16+00 RE 17+00 RE 18+00 RE 19+00
P V I
R E
.0
E L E
V
.2
P V
C R
E
.4
E L E
V
.2
P V I
R E
.4
E L E
V
.0
P V
T R
E
.4
E L E
V
.9
P V
C R
E
.4
E L E
V
.9
P V I
R E
.9
E L E
V
.8
P V
T R
E
.4
E L E
V
.7
P V
C R
E
.9
E L E
V
.4
P V I
R E
.9
E L E
V
.7
P V
T R
E
.9
E L E
V
.7
P V I
R E
.1
E L E
V
.8
P V I
R E
.5
E L E
V
.7
P V
C R
E
.1
E L E
V
.1
P V I
R E
.1
E L E
V
.4
P V
T R
E
.1
E L E
V
.0
P V
C R
E
.2
E L E
V
.0
P V I
R E
.2
E L E
V
.6
P V
T R
E
.2
E L E
V
.4
P V I
R E
.9
E L E
V
.4
P V I
R E
.9
E L E
V
.0
S= -0.0452
S= 0.0007 S= -0.0003 S= 0.0044 S= -0.0073
L 108.00'
G1 -0.0041
G2 -0.0017
L 95.00'
G1 -0.0017
G2 -0.0452
L 120.00'
G1 -0.0452
G2 0.0007
L 120.00'
G1 0.0044
G2 -0.0073
L 102.00'
G1 -0.0073
G2 -0.0042
S= -0.0042
S=
0.0092
S=
-0.0017
S= -0.0041
940940
940940
RC 0+00RC 0+00 RC 1+00 RC 2+00 RC 3+00 RC 4+00
P V I
R C
.0
E L E
V
.7
P V I
R C
.9
E L E
V
.2
S= 0.0015
940940
940940
RG 0+00RG 0+00 RG 1+00 RG 2+00 RG 3+00 RG 4+00 RG 5+00 RG 6+00
P V I
R G
.0
E L E
V
.0
P V I
R G
.1
E L E
V
.5
P V I
R G
.5
E L E
V
.2
S= 0.0075 S= -0.0007
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
R G
O -M
O O
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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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
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 D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
.9
F M
M R
R S
C S .d g n
P R
O F
IL
E
CS210
A
M
IK
O N
O W
IC
Z
A
M
IK
O N
O W
IC
Z
A N
S I
D
R
M C
G A
R V
E Y
E1
SCALE: 1" = 100'
(2 O
F
PROFILE - EAST ACCESS ROAD
A1
SCALE: 1" = 100'
PROFILE - EAST TURNAROUND
100' 200'0
S
IT
E R
O A
D S A
N D R
A M
P S
100' 200'0
100' 200'0A7
SCALE: 1" = 100'
PROFILE - SOUTH DRIVE RE-ROUTE
T S
U L L
Y
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
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
F5-E5
CS504
SEED MIX
AND ZONE 1
6" TOPSOIL
SEED MIX
AND ZONE 1
6" TOPSOIL
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140
L 51+40
CONTROL LINE "L"
2% 2%
10' 10'
INSPECTION TRENCH
CS502
F7
T.R.M.
CS502
B7
ZONE SEED MIX
EMBANKMENT
6" TOPSOIL AND
ZONE SEED MIX
EMBANKMENT
6" TOPSOIL AND
18" STRIPPING
EXISTING GRADE
FILL
IMPERVIOUS
GEOTEXTILE
OVER TYPE 1
8" AGGREGATE
F5-E5
CS504
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180-20-40-60-80-100-120-140
L 52+30
CONTROL LINE "L"
2%
VAR. VAR.
INSPECTION TRENCH
CS502
F7
T.R.M.
CS502
B7
ZONE SEED MIX
EMBANKMENT
6" TOPSOIL AND
18" STRIPPING
EXISTING GRADE
ZONE SEED MIX
EMBANKMENT
6" TOPSOIL AND
FILL
IMPERVIOUS
GEOTEXTILE
OVER TYPE 1
8" AGGREGATE
T.R.M.
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120-20-40-60-80-100-120-140-160-180-200
L 53+00
CONTROL LINE "L"
CS502
F7
F5-E5
CS504
INSPECTION TRENCH
EXISTING GRADE
IMPERVIOUS FILL
1' STRIPPING
TYPE 1 GEOTEXTILE
8" AGGREGATE OVER
2%
ELEVATION
FOR
PROFILE
SEE
ZONE SEED MIX
EMBANKMENT
6" TOPSOIL AND
7.5' 7.5'
PRIVATE DRIVE
CS502
B7
ZONE SEED MIX
EMBANKMENT
6" TOPSOIL AND
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
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 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
N A
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8 1
A
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F M
M R
R S
C S .d g n
CS313
T S
U L L
Y
A
M
IK
O N
O W
IC
Z
R
M C
G A
R V
E Y
A N
S I
D
F1
SCALE: 1" = 20'
A
M
IK
O N
O W
IC
Z
AGGREGATE ROADS
LEGEND
EXISTING SOIL
IMPERVIOUS FILL
RIPRAP AREAS
BEDDING
T Y
P
IC
A L S
E C
T
IO
N S
TYPICAL SECTION - DAM EMBANKMENT (STA. L 51+30.00 TO STA. L 51+50.00)
20' 40'0
20' 40'0D1
SCALE: 1" = 20'
TYPICAL SECTION - DAM EMBANKMENT (STA. L 51+50.00 TO STA. L 53+00.00)
20' 40'0A1
SCALE: 1" = 20'
TYPICAL SECTION - DAM EMBANKMENT, EAST TIE-IN (STA. L 53+00.00 TO STA. L 53+80.00)
D A
M E
M B
A N
K M
E N
T O
F
W E
S
R
O C
T O
B E
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
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
0 8
905 905
L 47+00
L 48+00
L 49+00
L 50+00
L 51+00
L 52+00
L 53+00
L 54+00
L 55+00
L 56+00
L 57+00
CS313
A1
CS313
F1
CS313
D1
W L
W L
W L
W L
W L
TOE DRAIN EXTENTS
SEE SHEET CS411 FOR
STA. L 53+80.00
END OF EMBANKMENT
SLOPE
W
ARP
ZONE
V :3 H
SLOPE W
ARP ZONE
1V:50H 1V:4H 1V:4H 1V:50H
1V:4H
1V:50H
1V:4H 1V:50H
1V :4
H
V :1
H
1V:4H
1V:4H
1V:4H
1V:4H
EMBANKMENT TOE
BENCH
50' WIDE STABILITY
F L O
W
ZONE SEED MIX
EMBANKMENT
SEED MIX
ZONE 1
SEED MIX
ZONE 2
TYP.
CLEANOUT
TOE DRAIN
OFFSET 15.13'
STA. L 55+54.47,
ENDCAP SLOPE,
END OF
OFFSET 0.13'
STA. L 55+52.33,
ENDCAP SLOPE,
END OF
WITH 1:4 SIDE SLOPES
DRAINAGE SWALE
6' BOTTOM WIDTH, 1.5%
WIDTH
END 20' TOP
WIDTH
BEGIN 15' TOP
ROAD
ACCES
CROWNED
TYP.
HEADWALL
TOE DRAIN
HOLE TYP.
ACCESS
TOE DRAIN
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
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 D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
.9
F M
M R
R S
C S .d g
SCALE: 1"=60'
60' 120'0
N
T S
U L L
Y R
IV
E R
CS408
A
M
IK
O N
O W
IC
Z
A
M
IK
O N
O W
IC
Z
R
M C
G A
R V
E Y
A N
S I
D
GENERAL NOTES
MATCH LINE WITH SHEET CS407
:KEY MAP
P L
A N E
N L
A R
G E
M E
N T
PLAN ENLARGEMENT - RIVER
LEGEND
PRIMARY STRUCTURE
RIP RAP AREAS
AGGREGATE ROADS
(EL. 912.00 & ABOVE)
EMBANKMENT ZONE
(EL. 906.00 TO 912.00)
ZONE 1
(EL. 888.00 TO 908.00)
ZONE 2
(EL. 883.00 TO 890.00)
ZONE 3
SEEDING ZONES
OVERLAPPED
AND SOUTH OF OF THE PRIMARY EMBANKMENTS.
SEE SHEETS CS413, & CS414 FOR GRADING DETAILS ON THE NORTH 9.
DETERMINATION AND DISTRIBUTION.
SEE SHEET CS106 FOR HATCH PATTERN EXPLANATION AND SEED MIX8.
SEE SHEETS CS601 AND CS602 FOR ALIGNMENT TABULATION.7.
SEE SHEET CS503 FOR TOE DRAIN INSTALLATIONS DETAILS.6.
SEE SHEET CS411 FOR TOE DRAIN LAYOUT INFORMATION AND PIPE SCHEDULE.5.
SEE SHEET CS308 FOR COFFER DAM SECTION AND EAST ROAD SECTION.4.
SEE SHEETS CS302 AND CS303 FOR EMBANKMENT SECTIONS.3.
CENTER.
SEE SHEET CS202 FOR EMBANKMENT SECTION PROFILE ALONG RED RIVER2.
SEE SHEET CS203 AND CS204 FOR EMBANKMENT PROFILES.1.
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
E1
CS411
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
875 8 5 875 875
875875875
880 880
880880880
885 885
885885
890 890
900 900
905 90
L
L
L
L
L
L
L
L
L
L
L
L
L
L
905905
910 910
915 915 915 915
915915
920 920
920920
925 925 925 925
925925
930 930 930 930
930930
1V:4H
S L O
P E W
A R P Z
O N
E
1V :33H
V :5
H
V :4
H
V :4
H
V :5
H
1V:4H
STABILITY BENCH ZONE
COFFER DAM TOE
DAM TOE
COFFER
BURIED
CLEAN OUT TYP.
TOE DRAIN
ACCESS HOLE TYP.
CLEAN OUT
HEADWALL TYP.
TOE DRAIN
ZONE
BENCH
STABILITY
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
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 D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
.9
F M
M R
R S
C S .d g
SCALE: 1"=60'
60' 120'0
N
T S
U L L
Y
CS414
A
M
IK
O N
O W
IC
Z
A
M
IK
O N
O W
IC
Z
R
M C
G A
R V
E Y
A N
S I
D
GENERAL NOTES
:KEY MAP
P L
A N E
N L
A R
G E
M E
N T
LEGEND
PRIMARY STRUCTURE
RIP RAP AREAS
AGGREGATE ROADS
AND AREA SOUTH WEST OF PRIMARY EMBANKMENT.
SEE SHEET CS414 FOR GRADING DETAIL OF BERM MATERIAL FILL AREA 7.
DETERMINATION AND DISTRIBUTION.
SEE SHEET CS106 FOR HATCH PATTERN EXPLANATION AND SEED MIX6.
SEE SHEETS CS601 AND CS602 FOR ALIGNMENT TABULATION.5.
SEE SHEET CS411 FOR TOE DRAIN PLAN AND DRAIN PIPE INFORMATION.4.
SEE SHEET CS304 FOR DOWNSTREAM CHANNEL SECTIONS.3.
SEE SHEETS CS302 AND CS303 FOR EMBANKMENT SECTIONS.2.
SEE SHEET CS203 AND CS204 FOR EMBANKMENT PROFILES.1.
G R
A D
IN
G D
E T
A
IL
N
O R
T H
PLAN ENLARGEMENT- GRADING DETAIL NORTH
SHEET KEYNOTES
NORTH END: N 401656.32, E 2900130.40, EL. 900.00
COFFER DAM CENTERLINE EXTENT,2.
SOUTH END: N 401388.94, E 2899972.14, EL. 900.00
COFFER DAM CENTERLINE EXTENT,1.
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
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
6'
TYP.
AND GEOTEXTILE,
RIPRAP, BEDDING
.2
.0
3.17'1.81'5.05'1.67'5.22'
.8
16.91'
3.92'
C/L OF ROAD
CULVERT
2'
6.32'
DITCH BOTTOM
14 IN. R30 RIPRAP
6" BEDDING, B1
TYPE I
GEOTEXTILE
FOR INVERT EL, TYP.
SEE PROFILES
1.3' 5.05'
FES, TYP.
CSP W/
FES, TYP.
CSP W/
MATERIAL
FILTER
TYPE I
GEOTEXTILE
6" BEDDING, B1
14 IN. R30 RIPRAP
BOTTOM
DITCH
FILTER MATERIAL
21.75'28.59'
6" TOE PLATE
6" TOE PLATE
FLOW
INLETOUTLET
14 IN. R30 RIPRAP
6" BEDDING, B1
TYPE I
GEOTEXTILE
6" TOE PLATE
IMPERVIOUS FILL
TYPE 2
GEOTEXTILE,
SURFACE COURSE
8" AGGREGATE
DRY SEED MIX
6" TOPSOIL AND
DRY SEED MIX
6" TOPSOIL AND
1V :7
H
1V :5H
3% 2%
2%
3%
CONTROL LINE
5'10'10'5'
IMPERVIOUS FILL
DRY SEED MIX
6" TOPSOIL AND
SURFACE COURSE
8" AGGREGATE
TYPE 2
GEOTEXTILE,
DRY SEED MIX
6" TOPSOIL AND
3% 3%
CONTROL LINE
9'9'
SLOPES
1V:4H SIDE
SLOPES
1V:4H SIDE
6" OF B1 BEDDING
12" R20 RIPRAP
15'5'
GRAVEL
8" COMPACTED
BEDDING MATERIAL
RIPRAP CHINKED WITH B1
ENSURE THE B1 BEDDING SETTLES INTO THE VOIDS.
THE CHINKED AREA SHALL BE SPRAYED NUMEROUS TIMES WITH WATER TO
CALLED OUT AREAS TO CREATE A SMOOTH SURFACE. DURING PLACEMENT
B1 BEDDING SHALL BE USED TO CHINK THE VOIDS OF THE RIPRAP IN THE
NOTE:
FINISHED GRADE
AS NOTED ON PLANS
TRANSITION LOCATION
RIPRAP
20" R80
GEOTEXTILE
TYPE 1
BEDDING
9" B2
RIPRAP
30" R80
TOPSOIL AND SEED
FINISHED GRADE
RIPRAP
3'
BEDDING
GEOTEXTILE TYPE 1
DAM EMBANKMENT
EXISTING GROUND
12" STRIPPING 1V:2H CUT SLOPES
IMPERVIOUS FILL
3'
SEE DETAIL E5 BELOW
INSPECTION TRENCH,
CONTROL LINE "L"
CENTER OF DAM EMBANKMENT
LOCATE TRENCH BELOW
INSPECTION TRENCH
SEE NOTE 1
EXCAVATION LINE
TRENCH BOTTOM WIDTH.
MASS BALANCE CALCULATIONS ARE BASED ON A 3'3.
DIMENSIONS PROVIDED ARE MINIMUM DIMENSIONS. 2.
EACH STEP 2 FEET DEEP.1.
NOTES:
CONTROL LINE "L"
CENTER OF DAM EMBANKMENT
LOCATE TRENCH BELOW
1.5'1.5'
4'
8'
SEE NOTE 1
EXCAVATION LINE
12" LIFTS
2' HIGH WITH
EXIST EMBANKMENT
STRIP TOPSOIL ON
FINISHED GRADE
AS NOTED ON PLANS
TRANSITION LOCATION
RIPRAP
12" R20
GEOTEXTILE
TYPE 1
BEDDING
9" B2
RIPRAP
20" R80
BEDDING
6" B1
AS NOTED ON PLANS
TRANSITION LOCATION FINISHED GRADE
GEOTEXTILE
TYPE 1
EDGE KEY)
(LEADING
RIPRAP
18" R20
BEDDING
6" B1
RIPRAP
12" R20
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T
F M
M R
R S
C S .d g n
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
S I
D
CS504
C
IV
IL
S
IT
E D
E T
A
IL
S
T S
U L L
Y
R
M C
G A
R V
E Y
A
M
IK
O N
O W
IC
Z
A
M
IK
O N
O W
IC
Z
R O
A D
S A
N D C
U L
V E
R T S
CHINKED RIPRAP AREA
SCALE:
A7
A3
F8
D8
C1
24" CORRUGATED METAL CULVERT WITH FLARED END SECTION - END VIEW
SCALE: 1" = 10'
D1
F1
24" CORRUGATED METAL CULVERT WITH FLARED END SECTION - PLAN VIEW
24" CORRUGATED METAL CULVERT WITH FLARED END SECTION - SIDE VIEW
RIPRAP AND TOPSOIL INTERFACE
SCALE: N.T.S. SCALE: N.T.S.
GRAVEL PAVING - ROAD REROUTES
SCALE: N.T.S.
GRAVEL PAVING ENTRY ACCESS ROAD
SCALE: N.T.S.
F5
E5
EMBANKMENT INSPECTION TRENCH
C5
EMBANKMENT FILL
EMBANKMENT CONSTRUCTION
N A
D
N A
V D
.9
A 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
A5
RIPRAP TRANSITION, GRADATION RIPRAP TRANSITION, THICKNESS
C8
RIPRAP TRANSITION, THICK KEY
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
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
2'-0" VERTICAL LEG
#5 @ 6" E.W.
1-1/4" BEND RADIUS #5 @ 6" E.W.
1-1/4" BEND RADIUS
2'-0" VERTICAL LEG, TYP.
3'-11"
5'-10"5'-10"
"2
C O
V E
R T
Y P
"4
19 EQUAL SPACES = 4'-3 "4
19 EQUAL SPACES = 4'-3
ANCHOR BOLTS
CLEARANCE AROUND
MAINTAIN 2"
"2
"2
15 EQUAL SPACE = 2'-1
E
Q U
A L S
P A
C E
S
E
Q U
A L S
P A
C E
S
S P
A C
E S
E
Q U
2-5/8" BEND RADIUS
#7 @ 6" E.W.
2'-8" VERTICAL LEG 2-5/8" BEND RADIUS
#7 @ 6" E.W.
LEG, TYP.
2'-8" VERTICAL
C O
V E
R T
Y P
C O
V E
R T
Y P
"4
19 EQUAL SPACES = 4'-2 "4
19 EQUAL SPACES = 4'-2
E
Q U
A L S
P A
C E
S
E
Q U
A L S
P A
C E
S
S P
A C
E S
E
Q U
A L "2
15 "2
ANCHOR BOLTS
CLEARANCE AROUND
MAINTAIN 2"
"2
15 EQUAL SPACE = 2'-0
5'-10"
2" 2"
5'-10"6'-5"
2-5/8" BEND RADIUS
"4 16'-
2'-8" VERTICAL LEG
#7 @ 6" E.W.
"4
C O
V E
R T
Y P
"4 36"4
36 "4 15'-5 "4
15'-5
2-5/8" BEND RADIUS
#7 @ 6" E.W.
C O
V E
R T
Y P
LEG, TYP.
2'-8" VERTICAL
"2
18 EQUAL SPACES = 3'-9 "2
18 EQUAL SPACES = 3'-9
E
Q U
A L S
P A
C E
S
E
Q U
A L S
P A
C E
S
S P
A C
E S
E
Q U
"2 15 "2
"2
15 EQUAL SPACE = 2'-0
ANCHOR BOLTS
CLEARANCE AROUND
MAINTAIN 2"
" TYP.4
%PRODUCTION DATA 2%
-B
U
IL
T N
O
F
IL
E N
A M
E
F A
R G
O
N D
F A
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
F M
M R
E D R
IV
E R S
T R
U C
T U
R E
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
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IS
T R
M
M
P H
IS
T
N
M E
M P
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IS
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
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S-517
R
D
T .S
U L L
Y
F M
M R
R S S -5
.d g n
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M O
O R
E
R S
M
IT
H
V S
B A
N D M
P R
IS
E R R
E
IN
F O
R C
IN
G
E1
SCALE: 3/8"=1'-0"
VSB ABUTMENT
4'0 2' 8' E4
SCALE: 3/8"=1'-0"
VSB PIER
4'0 2' 8'
A4
SCALE: 3/8"=1'-0" 4'0 2' 8'A1
SCALE: 3/8"=1'-0" 4'0 2' 8'
MP ABUTMENT
E7
SCALE: 3/8"=1'-0" 4'0 2' 8'
A7
SCALE: 3/8"=1'-0" 4'0 2' 8'
VSB RISER PLAN AT PIER
MP PIER MP RISER PLAN AT PIER
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
T
A
IL
S
C1
SCALE: 3/8"=1'-0" 4'0 2' 8' C4
SCALE: 3/8"=1'-0" 4'0 2' 8' C7
SCALE: 3/8"=1'-0" 4'0 2' 8'
MP ABUTMENT WITH RECESS MP PIER WITH RECESS MP RISER PLAN AT PIER WITH RECESS
1 1
H
E E
T I S
S U
E D W
IT
H A
D D
E N
D U
M
N
O V
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
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
-B
U
IL
T N
O
F
IL
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A M
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F A
R G
O
N D
F A
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O -M
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D F
L O
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K M
A N
A G
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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
F M
M R
E D R
IV
E R S
T R
U C
T U
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S T P
A U
L
M
IN
N E
S O
T A
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
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 D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
A
.9
#7 @12",(TYP.)
#7 @12",(TYP.)
#7 @12",(TYP.)
DETAILS)
(SEE SHEET SG511 FOR
1'-0" BLOCKOUT
F1
STRUCTURE
PIER TUNNEL
EXTERIOR FACE OF
OF BLOCKOUT, (TYP.)
#7 TO FOLLOW RADIUS
2'0 1' 4'PIER TUNNEL
SCALE: 3/4" = 1'-0"
VARIES
S-519
R E
IN
F O
R C
E M
E N
T
P
IE
R T
U N
N E
L
F M
M R
R S S -5
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KEYNOTE:GENERAL NOTES:
E9
DETAIL - COLUMN TIES
TIE #3
TYP. REINFORCEMENT SURROUNDING TAINTER GATE SIDE SEAL
D5
SECTION - REINF. UNDER BEAM SEAT (NEAR SIDE SEAL RECESS SHOWN
M A
X S
P A
C
IN
G (E
A C
H F
A C
E
R
O W
S O
F
B
A R
PIER
#4 TIES @ 12"
#7 @ 12" EACH FACE
(TYP.)
SPACING
MAX
#7 @ 12"
LC
LC
(TYP.)
4" COVER
C O
V E
R
RISER ELEVATIONS
SEE SHEET S-409 FOR
5 #5 BARS
FOR SIDE SEAL RECESS
**DENOTES DIMENSION SHALL BE ADJUSTED
**15"
90 DEG HOOKS
STANDARD
WITH
4 #7 BARS
SPACING
#7 @ 12" MAX
DEG HOOKS
STANDARD 90
BARS) WITH
ROWS OF 13
26 #7 BARS (TWO
SHOWS
OPPOSITE COLUMN
REINFORCEMENT AS THE
SAME COLUMN
CLARITY; PROVIDE THE
SHOWN HERE FOR
REINFORCEMENT NOT
COLUMN
(TYP.)
BLOCKOUT
1'-0"
(TYP.)
BLOCKOUT
1'-0"
S-001. (TYP.)
LENGTH PER
TUNNEL. SPLICE
INTO PIER
PIER EXTENDED
#9 BAR FROM
O
F
ELEVATION - PIER TUNNEL
EL. 930.92
EL. 944.33
EL. 938.48
1'-8 11/16 "
CONCRETE
RECESS
CONCRETE
RECESS
RECESS/BLOCKOUT
SIDE SEAL
INTERFERENCE WITH ANY ANCHOR RODS.
ABOUT C/L OF PIER TUNNEL. 9'-0"AVOID
#4 STIRRUPS @ 6" SPACING SYMMETRICAL
3"
W E
S
R
O C
T O
B E
R
ADVERTISEMENT
T S
U L L
Y
J
M O
O R
E
T
G R
E E
R
O R
D
A N
S I
D
CLARITY (TYP.)
WEDGE NOT SHOWN FOR
REINFORCEMENT IN CORNER
REQUIRED SIDE SEAL DETAILS AND CONSIDERATIONS.
2. SEE SHEETS SG205, SG207, SG511 AND S-519 FOR
1. SEE SHEETS S-409 AND SG207 FOR REQUIRED RECESS.
H
E E
T I S
S U
E D W
IT
H A
D D
E N
D U
M
N
O V
S-518
D1 D5
S-518
D5
SEE SHEET S-526
WEST DAM WALL
SEE SHEET S-526
EAST DAM WALL
TYP.
EACH APPROACH WALL
LAND SIDE OF
OF FOUNDATION
TOP AND SIDES
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
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D B
Y
D E
S C
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IP
T
IO
N
A
M A
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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
FL
OW
2 2 2
2 2
4 4 4
2 4
US & DS
US & DS
(5 SIDES)
4 (5 SIDES)
DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg9:03:44 AM 11/4/2021
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SCALE: N.T.S.
ISOMETRIC VIEW
P F
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M
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G
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
STRUCTURAL NOTES
D P
E R
K
IN
5. NO STAIN REQUIRED ON INSIDE OF PIER TUNNEL.
SURFACES.
4. APPLY ANTI-GRAFFITI COATING TO ALL RECEIVING STAIN
3. AESTHETIC PLAN SYMMETRICAL ABOUT CHANNEL CENTERLINE.
2. STAIRS & RAILINGS NOT SHOWN FOR CLARITY.
STONE" PATTERN ON SHEET S-526.
1. THE FORMLINER BRICK FINISH IS TO MATCH "SPLIT FACE
S T
H E
T
IC
S
T S
U L L
Y
SHEET KEYNOTES
K
H O
K E
N S
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
5. NO COLOR THIS AREA.
4. NO COLOR REQUIRED 2'-0" BELOW GRADE LINE.
3. CENTERLINE OF REVEAL.
SMOOTH SURFACE ON THE FMM DIVERSION INLET STRUCTURE.
2. SMOOTH SURFACE, COLOR TO MATCH THE COLOR USED ON THE
FACE STONE ON THE FMM DIVERSION INLET STRUCTURE.
1. SPLIT FACE STONE, COLOR TO MATCH THE COLOR USED ON THE SPLIT
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
23'-9 7/8 "
1'-6" TYP
5'-0"
16'-11 3/4 "
2. EAST DAM WALL SIMILAR
NOTES: 1. DOWNSTREAM SIDE MIRRORED
COVER
CLEAR
REINFORCEMENT
1 1/2"
1"
1 1/2"
/2
3'-11"
1'-11"
2'-0"
1"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
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
2 4 2 4 2 4
2 4
2 4
2 4
2 4
2 4
2 4 2 4
2 4
2 4
1 1/2" RECESS
TYP.
TYP.
D9
EL. 912.10
EL. 917.10
EL. 921.10
22 2
TYP.
TYP.
TYP.
TYP.
TYP.
D9
EL. 912.10
22 2
EL. 921.10
EL. 917.10
TYP.TYP.
TYP.
TYP.
D9
22222222222222
1 1 1 1 1 1 1 1 1 1 1 1
2 2 2 2 2 2 2 2 2 2 2 2
EL. 921.10
EL. 917.10
4 4 4 4 4 4 4 4 4 4 4 4
A8
EL. 917.10
EL. 921.10
CL
REVEAL
FORMLINER
REVEAL
DS: AEC_Screen.dscriptPD: MVP_pdf.pltcfg9:06:38 AM 11/4/2021
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STRUCTURAL NOTES
STRUCTURAL NOTES
E1
SCALE: N.T.S.
C1
SCALE: N.T.S.
C4
SCALE: N.T.S.
A8
SCALE: N.T.S.
ELEVATION - LAND SIDE
ELEVATION - ABUTMENT (CHANNEL SIDE) ELEVATION - PIER
SECTION - DAM WALL PIER
C8
SCALE: N.T.S.
D7
SCALE: N.T.S.
D9
SCALE: N.T.S.
DETAIL - REVEAL
T S
U L L
Y
5. NO STAIN REQUIRED ON INSIDE OF PIER TUNNEL.
SURFACES.
4. APPLY ANTI-GRAFFITI COATING TO ALL RECEIVING STAIN
3. AESTHETIC PLAN SYMMETRICAL ABOUT CHANNEL CENTERLINE.
2. STAIRS & RAILINGS NOT SHOWN FOR CLARITY.
STONE", SEE DETAIL C8, THIS SHEET.
1. THE FORMLINER BRICK FINISH IS TO MATCH "SPLIT FACE
DETAIL - SPLIT-FACE STONE REVEAL
ELEVATION - WEST DAM WALL (UPSTREAM)
K
H O
K E
N S
DETAIL - FORMLINER
O C
T O
B E
R
W E
S
R
ADVERTISEMENT
5. STOP REVEAL 6" FROM EMBEDMENTS.
4. NO COLOR REQUIRED 2'-0" BELOW GRADE LINE.
3. CENTERLINE OF REVEAL.
SURFACE ON THE FMM DIVERSION INLET STRUCTURE.
2. SMOOTH SURFACE, COLOR TO MATCH THE COLOR USED ON THE SMOOTH
STONE ON THE FMM DIVERSION INLET STRUCTURE.
1. SPLIT FACE STONE, COLOR TO MATCH THE COLOR USED ON THE SPLIT FACE
N
O V
S H
E E
T I S
S U
E D W
IT
H A
M E
N D
M E
N T
D7
| FMMRRS_G-101 |
| FMMRRS_GC101 |
| FMMRRS_GC601 |
| FMMRRS_B-101 |
| FMMRRS_CD101 |
| FMMRRS_CD102 |
| FMMRRS_CP101 |
| FMMRRS_CP102 |
| FMMRRS_CS101 |
| FMMRRS_CS103 |
| FMMRRS_CS106 |
| FMMRRS_CS210 |
| FMMRRS_CS313 |
| FMMRRS_CS408 |
| FMMRRS_CS414 |
| FMMRRS_S-517.pdf |
| FMMRRS_S-517 |
| FMMRRS_S-519 |
| FMMRRS_S-519.pdf |
| FMMRRS_S-519 |
File details come from the government source that posted it. Updated .