HC RIPRAP PLANS RTA.pdf
PDF 25 MB Posted
- Attached to
- Harlan County Lake Rip Rap
- Solicitation number
- W912DQ22B1012
About this file
This document provides details on a federal contract opportunity for riprap work at Harlan County Lake. The solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Kansas City under number W912DQ22B1012. The project scope involves overlaying portions of the upstream dam face with bedding and riprap, constructing an access road, debris removal, and any other incidental work required by the contract specifications. Responses to the solicitation are due based on the provided timeline, with the award date to be determined.
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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%
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1,862,140.20 E 81,041.31 N
1,862,170.90 E 80,958.17 N
1,862,092.57 E 80,905.74 N
1,862,052.34 E 80,982.53 N
1,861,324.17 E 80,825.59 N
1,861,375.58 E 80,841.53 N
1,861,348.68 E 80,755.37 N
1,861,399.46 E 80,773.10 N
1,861,483.80 E 80,669.07 N
1,861,569.39 E 80,676.70 N
1,861,611.76 E 80,639.39 N
1,861,643.53 E 80,540.19 N
1,861,641.23 E 80,324.32 N
1,861,295.06 E 80,398.19 N
1,861,302.12 E 80,435.53 N
1,861,373.64 E 80,544.86 N
®of Engineers US Army Corps
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LEGEND
CONTRACTOR ACCESS/HAUL ROUTE
CONSTRUCTION LIMITS
GENERAL NOTES
AREAS.
CONDITION. GOVERNMENT WILL BE RESPONSIBLE FOR SEEDING DISTURBED
DISTURBED AREAS AND CONTRACTORS ACCESS TO LIKE OR BETTER
UPON COMPLETION OF CONSTRUCTION, FINISH GRADE AND TOPDRESS ANY 6.
DISTANCE FROM THE TREE LINE AT ALL TIMES.
CLEARED ALONG THE CONTRACTOR ACCESS. MAINTAIN AT LEAST A 20 FOOT
APPROVAL FROM THE CONTRACTING OFFICER. TREES HAVE ALREADY BEEN
DO NOT REMOVE ANY TREES FOR CONTRACTOR ACCESS WITHOUT PRIOR 5.
DISPOSAL AREA LIMITS.
PLACE TREES AND DEBRIS FOUND ALONG THE DAM WITHIN THE DEBRIS 4.
OUTSIDE LIMITS WITHOUT PRIOR APPROVAL FROM CONTRACTING OFFICER.
OFF AERIAL IMAGERY, NOT SURVEY INFORMATION. DO NOT DISTURB
COORDINATES FOR CONSTRUCTION LIMITS ARE APPROXIMATE AND BASED 3.
DURING DEMOLITION AND CONSTRUCTION ACTIVITIES.
THE CONTRACTOR IS RESPONSIBLE FOR DUST AND EROSION CONTROL 2.
APPROVAL FROM CONTRACTING OFFICER.
DO NOT USE THE SOUTH TURNAROUND FOR A HAUL ROAD WITHOUT PRIOR 1.
N
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1 98765432
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
®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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GROUND (TYP)
EXISTING
(TYP)
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A1
SCALE: H 1"=20'
CROSS SECTIONS
122+00
0 20 40 60 80 100 120 140 1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-3.5:1
,9
.8
.7
,9
.3
.1
,9
.8
.8
,9
.0
.7
HC DAM CL
123+00
0 20 40 60 80 100 120 140
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-4.5:1
-1.0%
,9
.8
.3
,9
.2
.2
,9
.9
.1
,9
.0
.3
,9
.8
.4
HC DAM CL
123+50
0 20 40 60 80 100 120 140 160 180 200 220 240
1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-5.4:1
-1.0%
,9
.8
.6
,9
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.1
,9
.1
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.5
HC DAM CL
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T
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R A
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C
H E
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B Y
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U E
D A
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SHEET ID
A
B
C
D
E
F
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1 98765432
®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
120+50
0 20 40 60 80 100 120 140
1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-2.8:1
,9
.8
.9
,9
.0
.5
,9
.4
.7
,9
.0
.3
,9
.0
.9
121+00
0 20 40 60 80 100 120 140
1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-2.9:1
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.3
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®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
20' 40'0
10' 20'0
PURPOSES.
NOT SHOWN IN CROSS SECTIONS FOR CLARITY
SEE CS501 FOR TYPICAL SECTIONS. BEDDING MATERIAL 1.
GENERAL SHEET NOTES
V 1"=10'
CS301
HC DAM CL
HC DAM CL
GROUND (TYP)
EXISTING
(TYP)
FINISH GRADE
H
M
IL
D E
N B
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G
O S
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F
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D A
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T
J U
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K A
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T R
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K A
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A S
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A1
SCALE: H 1"=20'
CROSS SECTIONS
124+00
0 20 40 60 80 100 120 140 160 180 200 220 240
1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-4.3:1
-4.5:1
-1.0%
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.1
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.0
HC DAM CL
125+00
0 20 40 60 80 100 120 140 160 180 200 220 240
1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-4.7:1
-5.1:1
-1.0%
,9
.8
.7
,9
.2
.2
,9
.2
,9
.0
.7
,9
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.9
,9
.2
.5
HC DAM CL
126+00
0 20 40 60 80 100 120 140 160 180 200 220 240
1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
-1 .5 :1
-6.2:1
-4.9:1
-1.0%
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.1
,9
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.7
,9
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.0
.1
,9
.7
.6
,9
.2
.6
HC DAM CL
126+75
0 20 40 60 80 100 120 140 160 180 200 220 240 1940 1940
1950 1950
1960 1960
1970 1970
1980 1980
1990 1990
,9
.8
.7
,9
.4
.1
,9
.2
.3
,9
.0
.7
,9
.6
.4
HC DAM CL
-7:1
-1.0%
-1 .5 :1
S O
L
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IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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N M
A R
K
S I Z
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S U
B M
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T
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B Y
D A
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C O
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R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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
®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
20' 40'0
10' 20'0
PURPOSES.
NOT SHOWN IN CROSS SECTIONS FOR CLARITY
SEE CS501 FOR TYPICAL SECTIONS. BEDDING MATERIAL 1.
GENERAL SHEET NOTES
CS302V 1"=10'
| General |
| G-001 - COVER SHEET |
| G-002 - INDEX AND LOCATION MAP |
| G-003 - GENERAL NOTES AND LEGEND |
| G-004 - OVERALL SITE PLAN |
| GC101 - STAGING-STOCKPILE AND DISPOSAL AREA PLAN |
| Survey |
| V-101 - SURVEY CONTROL |
| V-102 - SURVEY CONTROL |
| Civil |
| CS101 - RIPRAP OVERLAY SITE PLAN OPTIONS |
| CS301 - CROSS SECTIONS |
| CS302 - CROSS SECTIONS |
| CS501 - DETAILS |
File details come from the government source that posted it. Updated .