A.03.09 Plans 6 of 6.pdf
PDF 7 MB Posted
- Attached to
- Zoar Levee Repair Federal contract opportunity
- Solicitation number
- W9123720B0003
About this file
This pre-solicitation notice is for a firm-fixed price construction contract to complete repairs to the Zoar Levee system located in Tuscarawas County, Ohio. The work includes installing an internal erosion interceptor trench, extending manholes, conducting vibration monitoring, and disposing of excess soils. The period of performance must be completed by June 2022. The US Army Corps of Engineers Engineering District Huntington will award one contract.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C.04.01 Abstract of Bids.pdf | ||
| Pre-Bid Attendees.docx | DOCX document | |
| A.03.09 Revised Plan_CG102.pdf | ||
| B.07.01 Pre-Bid Question & Answers.docx | DOCX document | |
| B.08.02 W9123720B0003 0001.pdf | ||
| B.08.02 W9123720B0003.pdf | ||
| A.03.09 Plans 4 of 6.pdf | ||
| A.03.09 Plans 1 of 6.pdf | ||
| A.03.09 Specifications.pdf | ||
| A.03.09 Plans 5 of 6.pdf | ||
| A.03.09 Plans 3 of 6.pdf | ||
| A.03.09 Plans 2 of 6.pdf | ||
| B.01.03 Pre-Solicitation Synopsis.pdf |
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Text version
EXISTING GRADE
EXISTING GRADE
VERTICAL TRANSITION
EXISTING 24" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 901.9
EXISTING COLLECTOR SYSTEM MH-1
SEE SHEET CG502.
EXISTING RELIEF WELL RW-5
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
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SCALE: 1''=20'
0 20'10'
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
COORDINATE SYSTEM, NORTH ZONE.
VERTICAL DATUM BASED ON NAVD88(2011), OHIO STATE PLANE 1.
EXISTING GRADE
EXISTING RELIEF WELL RW-6
NEW RIM EL. 896.3
EXISTING COLLECTOR SYSTEM MH-2
EXISTING 24" COLLECTOR SYSTEM CULVERT
EXISTING 24" COLLECTOR SYSTEM CULVERT
SEE NOTE 6
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
E L E
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
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40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.6.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
TO TOE OF SEEPAGE BLANKET
RW-7A OUTLET PIPE TO BE EXTENDED
EXISTING 24" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 896.9
EXISTING COLLECTOR SYSTEM MH-3
EXISTING 24" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 897.0
EXISTING RELIEF WELL RW-7
NEW RIM EL. 897.0
EXISTING RELIEF WELL RW-7A
SEE NOTE 6
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
E L E
V A
T
IO
N
N A
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
15+00
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V A
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
15+50
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EL. 870.0'
EL. 870.0'
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40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.6.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
EXISTING RELIEF WELL RW-8
NEW RIM EL. 896.5
EXISTING COLLECTOR SYSTEM MH-4
EXISTING 24" COLLECTOR SYSTEM CULVERT
EXISTING 24" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 897.25
EXISTING RELIEF WELL RW-8A
SEE NOTE 6
EXISTING 2" GAS LINE
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
16+50
E L E
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N
N A
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
17+00
E L E
V A
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N
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
17+50
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O ff .9
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O ff .9
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40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.6.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
TO TOE OF SEEPAGE BLANKET
RW-9A OUTLET PIPE TO BE EXTENDED
NEW RIM EL. 898.9
EXISTING COLLECTOR SYSTEM MH-5
EXISTING 24" COLLECTOR SYSTEM CULVERT
EXISTING 24" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 897.5
EXISTING RELIEF WELL RW-9A
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EXISTING RELIEF WELL RW-9
SEE NOTE 6
E L E
V A
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
18+00
E L E
V A
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N
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
18+50
E L E
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N
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0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
19+00
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O ff .6
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O ff .6
E le v
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O ff .0
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O ff .3
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NOTES
40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.6.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
NEW RIM EL. 896.5
EXISTING COLLECTOR SYSTEM MH-6
EXISTING 30" COLLECTOR SYSTEM CULVERT
EXISTING 30" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 898.0
EXISTING RELIEF WELL RW-10
SEE NOTE 6
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
19+50
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
20+00
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
20+50
E le v
.0
O ff .0
E le v
.2
O ff .4
E le v
.2
O ff .3
E le v
.0
O ff .5
E le v
.0
O ff .6
E le v
.1
O ff .0
E le v
.4
O ff .2
E le v
.7
O ff .3
E le v
.7
O ff .6
E le v
.4
O ff .8
E le v
.0
O ff .2
E le v
.2
O ff .4
E le v
.4
O ff .0
E le v
.7
O ff .3
E le v
.7
O ff .1
E le v
.4
O ff .4
E le v
.0
O ff .7
E le v
.1
O ff .9
EL. 870.0'
EL. 870.0'
EL. 870.0'
O ff .5
O ff .6
O ff .7
S=2.0%
S=2.0%
S=2.0%
P
IE
Z O
M E
T E
R P
T -9
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
35 42
D
W O
R K \Z
O A
R \P
L A
N S \C
G
A .d g n
H E
C X J
V J
:2
/2
/2
D
W O
R K \S
T D
V .p e n
N O
N E d e fa u lt i s i n u s e
-M
A Y -2
A .d
S C
A R
A W
A S R
IV
E R
D O
V E
R D
A M
D O
V E
R
O H
Z O
A R L
E V
E E D
S M I E
IT
A
N D B
E
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
CG315
P
S
S T
A T
H R
U
C R
O S
S S
E C
T
IO
N S
J V J
S C
L
S C
L
A N
S I
D
/2
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.6.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
NEW RIM EL. 897.0
EXISTING COLLECTOR SYSTEM MH-7
EXISTING 30" COLLECTOR SYSTEM CULVERT
EXISTING 30" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 897.5
EXISTING RELIEF WELL RW-11
SEE NOTE 6
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
21+00
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
21+50
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
22+00
E le v
.9
O ff .8
E le v
.4
O ff .2
E le v
.4
O ff .1
E le v
.9
O ff .5
E le v
.0
O ff .4
E le v
.2
O ff .6
E le v
.7
O ff .0
E le v
.2
O ff .4
E le v
.2
O ff .2
E le v
.7
O ff .7
E le v
.0
O ff .8
E le v
.3
O ff .2
E le v
.7
O ff .5
E le v
.9
O ff .7
E le v
.9
O ff .5
E le v
.7
O ff .8
E le v
.0
O ff .8
E le v
.5
O ff .8
EL. 870.0'
EL. 870.0'
EL. 870.0'
O ff .8
O ff .4
O ff .5
S=2.0%
S=2.0%
S=2.0%
P
IE
Z O
M E
T E
R
D -0
-1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
36 42
D
W O
R K \Z
O A
R \P
L A
N S \C
G
A .d g n
H E
C X J
V J
:2
/2
/2
D
W O
R K \S
T D
V .p e n
N O
N E d e fa u lt i s i n u s e
-M
A Y -2
A .d
S C
A R
A W
A S R
IV
E R
D O
V E
R D
A M
D O
V E
R
O H
Z O
A R L
E V
E E D
S M I E
IT
A
N D B
E
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
CG316
P
S
S T
A T
H R
U
C R
O S
S S
E C
T
IO
N S
J V J
S C
L
S C
L
A N
S I
D
/2
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.6.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
EXISTING 30" COLLECTOR SYSTEM CULVERT
EXISTING 30" COLLECTOR SYSTEM CULVERT
NEW RIM EL. 898.0
EXISTING COLLECTOR SYSTEM MH-8
SEE SHEET CG502.
EXISTING RELIEF WELL RW-12 NEW RIM EL. 898.0
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
22+50
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
23+00
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
23+50
E le v
.0
O ff .0
E le v
.7
O ff .6
E le v
.7
O ff .4
E le v
.9
O ff .2
E le v
.0
O ff .9
E le v
.7
O ff .3
E le v
.5
O ff .4
E le v
.6
O ff .5
E le v
.7
O ff .6
E le v
.4
O ff .0
E le v
.0
O ff .1
E le v
.9
O ff .7
E le v
.6
O ff .9
E le v
.2
O ff .4
E le v
.2
O ff .4
E le v
.4
O ff .1
E le v
.7
O ff .2
E le v
.8
O ff .9
EL. 870.0'
O ff .3
S=2.0%
S=2.0%
S=2.0%
P
IE
Z O
M E
T E
R P
T -1
P
IE
Z O
M E
T E
R P
T -1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
37 42
D
W O
R K \Z
O A
R \P
L A
N S \C
G
A .d g n
H E
C X J
V J
:2
/2
/2
D
W O
R K \S
T D
V .p e n
N O
N E d e fa u lt i s i n u s e
-A
P R -2
A .d
S C
A R
A W
A S R
IV
E R
D O
V E
R D
A M
D O
V E
R
O H
Z O
A R L
E V
E E D
S M I E
IT
A
N D B
E
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
CG317
P
S
S T
A T
H R
U
C R
O S
S S
E C
T
IO
N S
J V J
S C
L
S C
L
A N
S I
D
/2
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
24+00
E L E
V A
T
IO
N
N A
V D
0 20 40-20-40-60-80-100-120-140-160-180-200-220-240-260-280
24+50
E le v
.5
O ff .6
E le v
.0
O ff .0
E le v
.3
O ff .3
E le v
.2
O ff .3
E le v
.6
O ff .8
E le v
.0
O ff .6
S=2.0%
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
38 42
D
W O
R K \Z
O A
R \P
L A
N S \C
G
A .d g n
H E
C X J
V J
:2
/2
/2
D
W O
R K \S
T D
V .p e n
N O
N E d e fa u lt i s i n u s e
-A
P R -2
A .d
S C
A R
A W
A S R
IV
E R
D O
V E
R D
A M
D O
V E
R
O H
Z O
A R L
E V
E E D
S M I E
IT
A
N D B
E
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
CG318
P
S
S T
A T
H R
U
C R
O S
S S
E C
T
IO
N S
J V J
S C
L
S C
L
A N
S I
D
/2
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.5.
PERFORMED.
. NO UNDERGROUND SURVEY WAS BY THE UTILITY OWNER
BASED ON SURVEY OF THE ALIGNMENT MARKED IN THE FIELD
LOCATION GAS LINE SHOWN HEREON IS AN APPROXIMATE 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
USA BOUNDARY
ZOAR LEVEE ALIGNMENT
10' TYP.
T
Y P
130'
23' 23' 9
20'
LAYER OVER EXISTING PAVEMENT
LAYER AND OVERLAP EACH NEW
DEPTH OF EACH NEW PAVEMENT
SAW CUT EXISTING PAVEMENT TO
EXISTING AGGREGATE BASE
PAVEMENT
EXISTING ASPHALT1.0'
1.0'
48.25' S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
0 7
0 1
N
39 42
D
W O
R K \Z
O A
R \P
L A
N S \C
S
A .d g n
H E
C X J
V J
:3
/2
/2
D
W O
R K \S
T D
V .p e n
N O
N E d e fa u lt i s i n u s e
-A
P R -2
:1
C S
A .d
S
C A
R A
W A
S R
IV
E R
D O
V E
R D
A M
D O
V E
R
O H
Z O
A R L
E V
E E D
S M I E
IT
A
N D B
E
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
NOTES
CWL
CWL
CWL
CWL
CWL
CWL
N
E 2267000 E 2267000
N
S C
L
/2
/2
D P
S
J V J
J V J
A N
S I
D
CS401
CWL
LWL
LEGEND
C W
L
L W
L L
W L
PARKING LOT STRIPING PLAN
SEEPAGE BERM / FILL AREA
PAVEMENT DEMOLITION AREA
USA BOUNDARY LINE
LIMITED WORK LIMITS (LWL)
(CWL)
CONSTRUCTION WORK LIMITS
P A
R K
IN
G L
O T S
T R
IP
P
IN
G P
L A
N
P A
V E
M E
N T D
E T
IL
1.5" ASPHALT SURFACE COURSE, ODOT ITEM 401
BITUMINOUS PRIME COAT
BITUMINOUS TACK COAT
4" ASPHALT BASE COURSE, ODOT ITEM 301
ODOT ITEM 304
6" AGGREGATE BASE COURSE,
60'0 30'
SCALE: 1"=30'
NOT TO SCALE
PAVEMENT TRANSITION DETAIL - NEW TO OLD
TYP.
RELOCATION FOR ASPHALT DEMOLITION INFORMATION.
SEE SHEET CD101 FOR DEMOLITION PLAN - GAS LINE 2.
SURVEY CONTROL MONUMENTS LIST.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN FOR 1.
6" TOP SOIL
STRIP 6" TOP SOIL
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
STRIP 6" TOP SOIL
6" TOP SOIL
6" TOP SOIL
EXISTING 2" GAS LINE
INTERNAL EROSION INTERCEPTION TRENCH (IEIT)
INTERNAL EROSION INTERCEPTION TRENCH (IEIT) MANHOLE (MH)
EXISTING COLLECTOR
EXISTING RELIEF WELL (RW)
EXISTING RELIEF WELL (RW)
2' MIN. WIDTH
2' MIN. WIDTH
EXISTING GRADE
EXISTING RELIEF WELL HOUSING
MODIFIED COLLECTOR MANHOLE
MODIFIED RELIEF WELL HOUSING
SURFACING DURING CONSTRUCTION
CONTRACTOR DESIGNED ALL-WEATHER
MODIFIED OUTLET PIPE WITH FLARED END SECTION
4'V A
R
IE
S
VARIES
SYSTEM INSTALLATION TO BE REMOVED
FILL ADDED DURING COLLECTOR
/2
2' MIN. WIDTH
ALLUVIAL BLANKET
APPROXIMATE BASE OF
TEMPORARY WORK PLATFORM
WORK PLATFORM
EXISTING 2" GAS LINE
INTERNAL EROSION INTERCEPTION TRENCH (IEIT)
WORK PLATFORM FILL
WORK PLATFORM FILL
SEEPAGE BERM FILL
SEEPAGE FILTER
ADD RAISED FILL AROUND RELIEF WELL HOUSING 3
M
IN
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
EL. VARIES
S=2.0%
S=2.0%
EL. VARIES
PERVIOUS
IMPERVIOUS
PERVIOUS IMPERVIOUS
IMPERVIOUS
NATURAL ALLUVIAL BLANKET
IMPERVIOUS
S=2.0%
STA. 11+60 THRU 24+00
TYPICAL SECTION - SEEPAGE BERM
STA. 1+00 THRU 11+50
TYPICAL EMBANKMENT SECTION
EL. VARIES
STA. 1+50 THRU 11+50
TYPICAL SECTION - WORK PLATFORM
SCALE:1"=10'
SCALE:1"=20'
SCALE:1"=20'
GRADE OF WORK PLATMORM.
IEIT MATERIALS 1 1/2' BELOW FINISHED
CONTRACTOR IS TO STOP PLACEMENT OF NOTE:
CG501
40 42
D
W O
R K \Z
O A
R \P
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-4
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-A
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Y
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IC
A L S
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IO
N S
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A R
A W
A S R
IV
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D O
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R D
A M
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R
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E V
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S M I E
IT
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J
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IN
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O N D
IS
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NOTES
(SEE NOTE 3)
(SEE NOTE 3)
PROTECTIVE CASING.
GRADE" BY BUILDING A 2H:1V SLOPE AROUND THE
CASING EXPOSED ABOVE THE BERM FILL "FINISED
HAVE A MINIMUM OF 3 INCHES OF THE PROTECTIVE
RELIEF WELLS RW-1A, 2, 2A, 3, 3A, 4, AND 4A ARE TO 4.
SECTIONS.
IEIT PROFILE AND SHEETS CG301 THRU CG317, CROSS
FOR ITIE INVERT ELEVATIONS REFER TO SHEET CG701, 3.
AS-BUILT DRAWINGS AND RELIEF WELL SURVEY DATA.
SEE SECTION 00 01 15 FOR COLLECTOR SYSTEM 2.
HOUSINGS.
EXISTING COLLECTOR MANHOLES AND RELIEF WELL
SEE SHEET CG502 FOR MODIFICATION DETAILS TO 1.
(SEE NOTE 4)
HOUSING
PAD AROUND RELIEF WELL
2' WIDE X 4" THICK CONCRETE
LADDER
PROTECTIVE CASING
36" CORRUGATED STEEL/HDPE
CONTRACTOR TO REMOVE EXISTING
EXISTING GRADE
ANIMAL GUARD CAP
FINISHED GRADE
SEEPAGE BERM
FINISHED GRADE
SEEPAGE BERM
EXISTING GRADE
THE WELL
TO PREVENT MATERIAL FROM ENTERING
CAP REQUIRED DURING CONSTRUCTION
CONTRACTOR TO PROVIDE TEMPORARY
EXISTING RELIEF WELL (RW)
EXISTING RELIEF WELL (RW)
EXISTING COLLECTOR SYSTEM MANHOLE (MH)
CG307 FOR REQUIRED LID HEIGHTS)
PROTECTIVE CASING (SEE SHEETS CG301 THRU
48" DIA. N-12 CORRUGATED DUAL HDPE HOUSING
EXISTING RELIEF WELL HOUSING
(SEE SHEETS CG310 THRU CG317 FOR REQUIRED LID HEIGHTS)
MANUFACTURERS INSTRUCTIONS TO MEET REQUIRED LID HEIGHT
INSTALL A WATERTIGHT COUPLER AND EXTENSION PER
CONTRACTOR TO TRIM EXISTING RELIEF WELL HOUSING AND
(SEE SHEETS CG310 THRU 317 FOR REQUIRED LID HEIGHTS)
AND FLAT SLAB TOP TO MEET REQUIRED LID HEIGHT
CONTRACTOR TO INSTALL ODOT MANHOLE #3 RISER SECTIONS
FINISHED GRADE
SEEPAGE BERM
EXISTING GRADE
EXISTING GRADE
TIGHT CONNECTION
HDPE OUTLET PIPE WITH WATER
18" N-12 CORRUGATED DUAL WALL
REMOVED
SYSTEM INSTALLATION TO BE
FILL ADDED DURING COLLECTOR
RELIEF WELL FLOOR
MATCH HEIGHT OF EXISTING
ADD NON-SHRINK GROUT TO
(SEE NOTE 4)
RAISED FILL AROUND RELIEF WELL
4'-0"
(SEE NOTE 5)
18" HDPE FLARED END SECTION
6" MIN.
S O
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M A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
CG503
RW-1A THRU RW-4
TYPICAL SECTION - RELIEF WELL MODIFICATION
RW-5 THRU RW-12 AND COLLECTOR MANHOLES 1 THRU 8
TYPICAL SECTION - MODIFICATION OF RELIEF WELLS
NOTES
VILLAGE SIDE LEVEE SIDE
VILLAGE SIDE LEVEE SIDE
INCLUDE RW-1A, 2, 3, 4, 4A, 5A, 6A, 7A, 9A, and 10A.
THESE ; AN OUTLET PIPE DISCHARGING ONTO OPEN GROUND
RW-1A THRU RW-4) TO ALL EXISTING RELIEF WELLS THAT HAVE
SHOWN ON TYPICAL SECTION - RELIEF WELL MODIFICATION
HDPE OUTLET PIPE WITH 18” HDPE FLARED END SECTION (AS
CONTRACTOR IS TO INSTALL 18” N-12 CORRUGATED DUAL WALL 6.
PER MANUFACTURER RECOMMENDATION.
CONTRACTOR IS TO INSTALL 18" HDPE FLARED END SECTION 5.
SLOPE AROUND THE PROTECTIVE CASING.
ABOVE THE BERM FILL "FINISHED GRADE" BY BUILDING A 2H:1V
MINIMUM OF 3 INCHES OF THE PROTECTIVE CASING EXPOSED
RELIEF WELLS RW-1A, 2, 2A, 3, 3A, 4, AND 4A ARE TO HAVE A 4.
REQUIREMENTS.
SEE SECTION 33 40 00 FOR PIPE AND MANHOLE MATERIAL 3.
SHEET 503.
THE LADDER HEIGHT REQUIRED AS SHOWN ON SECTION A OF
RELIEF WELL LADDER MODIFICATIONS REQUIRED TO MAINTAIN
CONTRACTOR TO DESIGN AND SUBMIT FOR APPROVAL ALL 2.
COLLECTOR MANHOLES 1 THRU 8.
MODIFICATION OF RELIEF WELLS RW-5 THRU RW-12 AND
SEEPAGE BERM AS SHOWN ON THIS SHEET, TYPICAL SECTION -
THE MINIMUM HEIGHT ABOVE THE FINISHED GRADE OF THE
RELIEF WELL HOUSING MODIFICATIONS REQUIRED TO MEET
CONTRACTOR TO DESIGN AND SUBMIT FOR APPROVAL ALL 1.
SCALE:3/8"=1'
2' 4' 6'
SCALE:3/8"=1'
2' 4' 6'
CG502
41 42
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T O
EXISTING GROUND
STD. STEEL PIPE
EXISTING 2" DIA.
2" DIA. STD. STEEL PIPE
LOCKING CAP ASSEMBLY
2" MALLEABLE IRON
PLACED ON BOTH SIDES OF CAP
METAL IDENTIFICATION TAG
PLASTIC PIPE
EXISTING 8" DIA.
COUPLING
THREADED STD. STEEL PIPE
PVC PLASTIC PIPE
1 1/2" DIA. SCH 80
PVC COUPLING (GLUED)
1 1/2" DIA. SCH. 80 PLASTIC
PVC PLASTIC PIPE
EXISTING 1 1/2" DIA. SCH 80
SEE NOTE 1
KEYED PADLOCK
OR WORK PLATFORM FILL)
TOP OF FILL (SEEPAGE BERM
POLYETHYLENE PIPE
N-12 CORRUGATED
PLATE (ALUM.)
3"x3/8"x6"
(ALUM.)
3"x1/2"x1'4"
BENT PLATE
CONCRETE
TOP OF
(TYP.)
BENT P 3" x 1/2" x 1'-4"
BAR 3" x 1/2"
BAR 1" DIA. x 1'-4"
1/8"
(TYP.)
BAR 3"x1/2"
ALUMINUM COVER
(TYP.)
BAR 3"x1/2"
C L
BAR 1" DIA. x 1'-4"
3/4" DIA. BOLT
1 1/4" DIA. HOLE FOR
BENT P 3" x 1/2" x 18" (+)
TREAD PLATE
" ALUM.8
" PLATE8
3IN
SLOTTED HOLES
"8 1" X 18
TREAD PLATE
HOLE IN
SLOTTED
2" X 7"
TREAD PLATE
" ALUM.8
"2
1" DIA. X 1' 12
1ROD -
" X 7"8
3BAR 1" X
" X 8"8
3PLATE 4" X
DIA. (TYP.)
"16
7DRILL
" X 1" SLOT (2)8
DEFORMATIONS
HINGE TO REMOVE
PLATE WITHIN LIMITS OF
MACHINE OR GRIND TREAD
BRACKET (SEE DETAIL)
ALUMINUM MOUNTING
3 3/4"
" X 8" PLATE8
34" X
1"
1"
3 1/2" 1/2"
1"
3"
3"
/2
3/8"
10"
55"
10"
6061-T6 TREAD PLATE
" ALUMINUM ALLOY8
(SEE DETAIL)
RETRACTABLE HANDLE
STRAP SLOT
" X 1-1/2" LOCKING2
" X 1" ALUMINUM8
4"1"
10"
5/8"
/2
WASHERS. SEE NOTES 5 & 8
STAINLESS STEEL BOLTS, NUTS & LOCK
" -204
1BOLTED ON 3" CENTERS WITH
STAINLESS STEEL CONTINUOUS HINGE
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
PIEZOMETER EXTENSION DETAIL
NOT TO SCALE
NOT TO SCALECG503
2 DETAIL
NOT TO SCALECG503
B SECTION
NOT TO SCALECG503
A SECTION
CG503
B
CG503
ENDS MEET CONCRETE PAD TO BASE OF FIRST LADDER RUNG.
BITUMEN PAINT SUCH AS AQUA SEAL OR APPROVED EQUAL SHALL BE APPLIED WHERE LADDER8.
SURFACE CONTACTS ALUMINUM TREAD PLATE.
PROVIDE COAT OF MOLYBDATE ALKYD PRIMER ON BOTTOM OF STAINLESS STEEL HINGE WHERE7.
RELIEF WELL LADDERS AND COMPONENTS SHALL BE OF ALUMINUM CONSTRUCTION UNLESS OTHERWISE NOTED.6.
POST (MODEL LU-4).
PROVIDE PERMANENTLY MOUNTED TELESCOPING SAFETY POST SUCH AS THE BILCO LADDERUP SAFETY5.
CONTACT ALUMINUM.
ISOLATION WASHERS SHALL BE USED FOR LOCATIONS WHERE STAINLESS STEEL COMPONENTS4.
LOCKS SHALL BE FURNISHED BY THE CONTRACTOR AS PER THE SPECIFICATIONS.3.
WITH 0.75 INCH LINE WIDTH) USING EXTERIOR PAINT SUITABLE FOR USE WITH THE MATERIAL BEING PAINTED.
LABEL TOP AND BOTTOM OF RELIEF WELL LIDS WITH BLACK, STENCIL PAINT LETTERS (4-INCHES TALL2.
GRIND ALL SHARP EDGES SMOOTH.1.
NOTES:
LOCKING STRAP
RELIEF WELL COVER
NOT TO SCALE
TYP
TYP
M A
X
M A
X
M A
X
TYP.
V A
R
IE
S
(T Y
P
"4
ALUMINUM RELIEF WELL LADDER
CG503
A
CG503
B
ELEVATION
CG503
NOT TO SCALE
NOTES:
THE 2H:1V OUTSLOPE.
THE AREA OF WORK PLATFORM FILL AND SHOULD BE RAISED TO 1.5' ABOVE
OF THE STEEL CASING PIPE. PIEZOMETERS PT-1, 2, 3, AND 4 ARE LOCATED IN
PIEZOMETERS, EXCEPT FOR D-07-112, HAVE 1.5" DIAMETER RISER PIPE INSIDE
CONTRACT: PT-1 TO 9, D-07-112, AND D-19-01 & D-19-02 . ALL OF THE LISTED
THE FOLLOWING 14 PIEZOMETERS WILL REQUIRE RAISE DURING THIS 3.
OR GROUT.
INSTALLATION THE EXCAVATED HOLE SHALL BE BACKFILLED WITH CONCRETE
FOLLOWING COUPLING AND RISER EXTENSION EXTENSION CONNECTION.
RISER PIPE BELOW THE CONCRETE COLLAR FOR A CLEAN COUPLER AND
EXCAVATE AND REMOVE THE CONCRETE COLLAR AND CUT THE PIEZOMETER
. THE CONTRACTOR IS TO OF APPROXIMATE 1' DEPTHCONCRETE COLLAR
PIEZOMETERS ARE INSTALLED FLUSH TO THE CURRENT GRADE WITH A
THE WORK AREA WERE INSTALLED PRIOR TO THIS CONTRACT. SOME
PIEZOMETER EXTENSION DETAIL DOES NOT DEPICT HOW ALL PIEZOMETERS IN 2.
BORON ALLOY SHACKLE.
LAMINATED BRASS BODY, 1" (25MM) TALL, 3/8" (10MM) DIAMETER HARDENED
HARSH WEATHER INDUSTRIAL KEYED PADLOCK MADE OF 2" (51MM) WIDE 1.
3•"
MATERIAL ALUM. ALLOY 6061-T6
NOTE:
"8
"16
TYP.
" MIN.)4
1(
ALUMINUM MOUNTING BRACKET
RELIEF WELL COVER
COVER DETAIL
RELIEF WELL
RETRACTABLE HANDLE DETAIL
RELIEF WELL COVER
PLAN
SECTION
NOT TO SCALE
NOT TO SCALE
COMPONENTS MEET ALUMINUM.
USE ISOLATION WASHERS WHERE STAINLESS STEEL 4.
STAINLESS STEEL BOLTS, NUTS, & LOCK WASHERS.
MOUNTING BRACKETS TO BE ATTACHED WITH 9/16" DIA. 3.
MAX)
MIN SLOT WIDTH-5/8" (3/4" MAX) MIN. SLOT LENGTH - 1" ( 1 1/2" 2.
FABRICATE FROM 3" X 3" ALUMINUM ANGLE 3/8" ( OR 1/4" ) THICK1.
NOTES:
CG503
42 42
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D .d
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| GI000 |
| GI001 |
| GI002B |
| GI003 |
| BS101M01 |
| BG101M01 |
| BG701A01 |
| BG702A01 |
| BG703A01 |
| BG704A01 |
| BG705A01 |
| CS101C01 |
| CG101C01 |
| CG102A01 |
| CS402A01 |
| CD101A01 |
| CG103A01 |
| CG104A01 |
| CG105A01 |
| CG106A01 |
| CG701A01 |
| CG301A01 |
| CG302A01 |
| CG303A01 |
| CG304A01 |
| CG305A01 |
| CG306A01 |
| CG307A01 |
| CG308A01 |
| CG309A01 |
| CG310A01 |
| CG311A01 |
| CG312A01 |
| CG313A01 |
| CG314A01 |
| CG315A01 |
| CG316A01 |
| CG317A01 |
| CG318A01 |
| CS401A01 |
| CG501T01 |
| CG502D01 |
| CG503D01 |
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