A.03.09 Plans 5 of 6.pdf
PDF 23 MB Posted
- Attached to
- Zoar Levee Repair Federal contract opportunity
- Solicitation number
- W9123720B0003
About this file
This document provides details on a federal contract opportunity for levee repair work in Tuscarawas County, Ohio. The US Army Corps of Engineers, Huntington District, intends to award a firm-fixed price construction contract to repair the Zoar Levee system. The levee surrounds the Village of Zoar National Historic Landmark and is founded on pervious, glacial outwash soils, which has led to previous seepage-related remediation work. The project scope of work consists of installing an internal erosion interceptor trench, extending manholes, vibration monitoring, and disposing of excess soils, with a period of performance ending in June 2022. Interested parties should monitor the identified solicitation number for additional details.
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 | |
| B.07.01 Pre-Bid Question & Answers.docx | DOCX document | |
| A.03.09 Revised Plan_CG102.pdf | ||
| B.08.02 W9123720B0003 0001.pdf | ||
| A.03.09 Plans 1 of 6.pdf | ||
| A.03.09 Specifications.pdf | ||
| A.03.09 Plans 6 of 6.pdf | ||
| B.08.02 W9123720B0003.pdf | ||
| A.03.09 Plans 4 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
USA BOUNDARY
ZOAR LEVEE ALIGNMENT
TOE DITCH EXCAVATION LIMITS
TOE DITCH EXCAVATION LIMITS
BERM / FILL LIMITS
BERM / FILL LIMITS
IEIT ALIGNMENT
SEE NOTE 8 S
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IDENTIFICATION
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US Army Corps
Huntington District
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IEIT: 18+00
IEIT: 18+50
IEIT: 19+00
IEIT: 19+50
IEIT: 20+00
IEIT: 20+50
IEIT: 21+00
IEIT: 21+50
IEIT: 21+60IEIT: 21+60
PI STA. 17+98.6
PI STA. 21+60.0
20+50
21+00
21+50
22+00
22+50
23+00
23+50
24+00
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25+00
25+50
26+00
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2"
PIEZOMETER
BORE HOLE LOCATION
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SANITARY SEWER MANHOLE
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UTILITY POLE
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OVERHEAD ELECTRIC,
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2" GAS LINE (APPROXIMATE
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RELIEF WELL
SEEPAGE BERM / FILL AREA
USA BOUNDARY LINE
LIMITED WORK LIMITS (LWL)
LIMITS (CWL)
CONSTRUCTION WORK
R
RW-10A
OF ORIGINAL LOCATION.
PARKING LOT FENCE 5 FOOT SOUTH
CONTRACTOR IS TO RE-INSTALL 8.
RELIEF WELL DATA.
PIEZOMETER AND DRAWINGS AND
COLLECTOR SYSTEM AS-BUILT
SEE SECTION 00 01 15 FOR 7.
DETAILS.
SEE SHEETS CG502 AND CG503 FOR 6.
BERM / WORK PLATFORM SECTIONS.
SEE SHEET CG501 FOR TYPICAL 5.
BEFORE DIGGING.
UNDERGROUND UTILITIES MARKED
CALL 811 TO HAVE ALL
CONTRACTORS RESPONSIBILITY TO
ARE SUBJECT TO CHANGE. IT'S THE
UTILITY LOCATIONS SHOWN HEREON 4.
CROSS SECTIONS.
SEE SHEETS CG301 THRU CG318 FOR 3.
AND SEEPAGE BERM SITE PLAN.
SEE SHEET CG102 FOR OVERALL IEIT 2.
MONUMENTS LIST.
PLAN AND SURVEY CONTROL
SEE SHEET CG101 FOR GEOMETRIC 1.
D-07-113
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WORK PLATFORM FILL
EXISTING GRADE
SEEPAGE BERM
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DITCH
TOE
IEIT
ZOAR LEVEE ALIGNMENT
IEIT ALIGNMENT
SEEPAGE BERM / WORK PLATFORM FILL LIMITS
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IDENTIFICATION
SHEET
D A
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A P
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SHEET OF
®of Engineers
US Army Corps
Huntington District
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IT
: 0
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IT
: 2
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: 4
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: 6
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: 8
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IT
: 1
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IT
: 1
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IT
: 1
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IEIT: 18+00
IEIT: 20+00
IEIT: 21+60IEIT: 21+60
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22+00
24+00
26+00
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S T
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NOTES
E L E
V .0
S T
A .6
/2
/2
S=-7.7%
S=-12.5%
S=-2.4%
S=-2.0% S=-1.0%
S=-6.0%
S=-2.0%
S=-6.0%
S=0.0%
2.7
S=0.0%S=0.0%
S=0.0%
INTERNAL EROSION INTERCEPTION TRENCH (IEIT)
200'0 100'
SCALE: 1"=100'
VERTICAL SCALE EXAGGERATED 5 TIMES
200'0 100'
SCALE: 1"=100'
IE
IT
T
R E
N
APPROX. LEVEE STA: 23+00
IEIT END STA: 20+50
A P
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M F
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CG501.
SECTION - WORK PLATFORM ON SHEET
GRADE OF WORK PLATMORM. SEE TYPICAL
IEIT MATERIALS 1.5 FOOT BELOW FINISHED
CONTRACTOR IS TO STOP PLACEMENT OF 9.
SECTION 31 00 00 FOR FILL REQUIREMENTS.
LEVEE STATION 11+66 TO 23+00. SEE
CONSTRUCTION FROM APPROXIMATE
SEEPAGE BERM IS PLACED FOLLOWING IEIT
LEVEE STATION 1+50 TO 11+66, WHILE
CONSTRUCTION FROM APPROXIMATE
WORK PLATFORM IS PLACED PRIOR TO IEIT 8.
THE REMAINDER OF THE IEIT.
PRIOR TO INITIATING CONSTRUCTION OF
DEMONSTRATION SECTION IS REQUIRED
20+50; GOVERNMENT APPROVAL OF THE
FROM IEIT ALIGNMENT STATION 19+00 TO
DEMONSTRATION SECTION IS REQUIRED
IEIT REQUIREMENTS. A 150 FOOT LONG
SEE SPECIFICATION SECTION 31 56 00 FOR 7.
ALONG IEIT ALIGNMENT.
GEOLOGIC PROFILE WITH STICK LOGS
BG701 TO BG705 FOR GENERALIZED
SEE FOR INFORMATION ONLY SHEETS 6.
DETAILS.
SEE SHEETS CG502 AND CG502 FOR 5.
PLATFORM AND SEEPAGE BERM SECTIONS.
SEE SHEET CG501 FOR FOR TYPICAL WORK 4.
CROSS SECTIONS.
SEE SHEETS CG301 THRU CG318 FOR 3.
SEEPAGE BERM SITE PLAN.
SEE SHEET CG102 FOR OVERALL IEIT AND 2.
MONUMENTS LIST.
GEOMETRIC PLAN AND SURVEY CONTROL
SEE SHEET CG101 FOR REQUIRED.
USED DURING CONSTRUCTION IS
DIFFERENT AND ATTENTION TO ALIGNMENT
STATIONING ON EACH ALIGNMENT ARE
BASED ON THE ZOAR LEVEE ALIGNMENT.
SECTION SHEETS CG301 THRU CG318 ARE
BASED ON THE IEIT ALIGNMENT. CROSS
THE IEIT PROFILE SHOWN HEREON IS
THE CONTRACTOR IS TO BE AWARE THAT 1.
LEGEND
SEEPAGE BERM / FILL AREA
5 88
WORK PLATFORM FILL
EXISTING GRADE
SEEPAGE BERM
IEIT
DITCH
TOE
IEIT
ZOAR LEVEE ALIGNMENT
IEIT ALIGNMENT
SEEPAGE BERM / WORK PLATFORM FILL LIMITS
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00
E L E
V A
T
IO
N
N
A V
D
.3
.4
.0
.0
.0
.0
.0
.0
Station:
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D E
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C A
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D A
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M A
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D E
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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
IE
IT
: 0
IE
IT
: 2
IE
IT
: 4
IE
IT
: 6
IE
IT
: 8
IE
IT
: 1
IE
IT
: 1
IE
IT
: 1
IEIT: 16+00
IEIT: 18+00
IEIT: 20+00
IEIT: 21+60IEIT: 21+60
18+00
20+00
22+00
24+00
26+00
E L E
V .0
S T
A .0
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V .0
S T
A .2
E L E
V .8
S T
A .7
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V .8
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CG701
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IT
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V .0
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V .5
S T
A .6
S=3.2
NOTES
E L E
V .0
S T
A .6
/2
/2
S=-7.7%
S=-12.5%
S=-2.4%
S=-2.0% S=-1.0%
S=-6.0%
S=-2.0%
S=-6.0%
S=0.0%
2.7
S=0.0%S=0.0%
S=0.0%
INTERNAL EROSION INTERCEPTION TRENCH (IEIT)
200'0 100'
SCALE: 1"=100'
VERTICAL SCALE EXAGGERATED 5 TIMES
200'0 100'
SCALE: 1"=100'
IE
IT
T
R E
N
APPROX. LEVEE STA: 23+00
IEIT END STA: 20+50
A P
P R
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E V
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T A : 1
IE
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S
T A
R T S
T A : 0
B E
G
IN
S
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P A
G E B
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CG501.
SECTION - WORK PLATFORM ON SHEET
GRADE OF WORK PLATMORM. SEE TYPICAL
IEIT MATERIALS 1.5 FOOT BELOW FINISHED
CONTRACTOR IS TO STOP PLACEMENT OF 9.
SECTION 31 00 00 FOR FILL REQUIREMENTS.
LEVEE STATION 11+66 TO 23+00. SEE
CONSTRUCTION FROM APPROXIMATE
SEEPAGE BERM IS PLACED FOLLOWING IEIT
LEVEE STATION 1+50 TO 11+66, WHILE
CONSTRUCTION FROM APPROXIMATE
WORK PLATFORM IS PLACED PRIOR TO IEIT 8.
THE REMAINDER OF THE IEIT.
PRIOR TO INITIATING CONSTRUCTION OF
DEMONSTRATION SECTION IS REQUIRED
20+50; GOVERNMENT APPROVAL OF THE
FROM IEIT ALIGNMENT STATION 19+00 TO
DEMONSTRATION SECTION IS REQUIRED
IEIT REQUIREMENTS. A 150 FOOT LONG
SEE SPECIFICATION SECTION 31 56 00 FOR 7.
ALONG IEIT ALIGNMENT.
GEOLOGIC PROFILE WITH STICK LOGS
BG701 TO BG705 FOR GENERALIZED
SEE FOR INFORMATION ONLY SHEETS 6.
DETAILS.
SEE SHEETS CG502 AND CG502 FOR 5.
PLATFORM AND SEEPAGE BERM SECTIONS.
SEE SHEET CG501 FOR FOR TYPICAL WORK 4.
CROSS SECTIONS.
SEE SHEETS CG301 THRU CG318 FOR 3.
SEEPAGE BERM SITE PLAN.
SEE SHEET CG102 FOR OVERALL IEIT AND 2.
MONUMENTS LIST.
GEOMETRIC PLAN AND SURVEY CONTROL
SEE SHEET CG101 FOR REQUIRED.
USED DURING CONSTRUCTION IS
DIFFERENT AND ATTENTION TO ALIGNMENT
STATIONING ON EACH ALIGNMENT ARE
BASED ON THE ZOAR LEVEE ALIGNMENT.
SECTION SHEETS CG301 THRU CG318 ARE
BASED ON THE IEIT ALIGNMENT. CROSS
THE IEIT PROFILE SHOWN HEREON IS
THE CONTRACTOR IS TO BE AWARE THAT 1.
LEGEND
SEEPAGE BERM / FILL AREA
EXISTING GRADE
EXISTING GRADE
SEE NOTE 4
EXISTING 2" GAS LINE
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
1+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
1+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
2+00
E le v
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O ff .8
E le v
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O ff .7
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O ff .0
E le v
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EL. 892.0'
EL. 892.0'
S=2.0%
S=2.0%2
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IDENTIFICATION
SHEET
D A
T E
A P
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SHEET OF
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US Army Corps
Huntington District
S T
A T
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21 42
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-A
P R -2
:1
A .d
O S
S S
E C
T
IO
N
T U
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 R
M
J
L
S C
L
H U
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
S I
D
NOTES
/2
/2
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 8.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
.PLATFORM OUT-SLOPE TO 3H:1V
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 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
SEE SHEET CG701
VERTICAL TRANSITION
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
EXISTING 2" GAS LINEEXISTING 2" GAS LINE
EXISTING 2" GAS LINE
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
2+10
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
2+20
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
2+30
EL. 892.0'
EL. 892.0'
EL. 882.0'
E le v
.2
O ff .9
O ff .9
O ff .8
O ff .9
E le v
.7
E le v
.6
E le v
.8
O ff .8
O ff .9
O ff .8
O ff .9
E le v
.7
E le v
.5
EL. 882.0'
E le v
.5
O ff .4
O ff .0
O ff .6
O ff .0
E le v
.7
E le v
.5
S=2.0%
S=2.0%
S=2.0%
EL. 882.0'
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
22 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
S I
D
D P
S
S T
A T
H R
U
C R
O S
S S
E C
T
IO
N S
CG302
J V J
S C
L
S C
L
/2
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 8.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
.PLATFORM OUT-SLOPE TO 3H:1V
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
SEE SHEET CG502.
RIM EL. 910.0'
EXISTING RELIEF WELL RW-1A NEW
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
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
2+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
3+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
3+50
E le v
.5
O ff .6
E le v
.4
O ff .9
E le v
.2
O ff .4
O ff .8
E le v
.0
O ff .3
E le v
.1
O ff .1
E le v
.0
O ff .2
E le v
.9
O ff .3
E le v
.9
O ff .2
E le v
.8
O ff .9
O ff .2
O ff .2
EL. 882.0'
EL. 882.0'
EL. 882.0'
S=2.0%
S=2.0%
S=1.9%2
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
S T
A T
H R
U
CG303
23 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
O S
S S
E C
T
IO
N S
T U
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 R
M
J
L
S C
L
H U
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
S I
D
/1
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 8.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
.PLATFORM OUT-SLOPE TO 3H:1V
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
SEE NOTE 7
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
4+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
4+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
5+00
E le v
.3
O ff .0
E le v
.7
O ff .0
E le v
.4
O ff .5
E le v
.3
O ff .2
O ff .0
O ff .0
E le v
.4
E le v
.1
E le v
.9
O ff .7
E le v
.2
O ff .0
E le v
.8
O ff .7
EL. 882.0'
EL. 882.0'
EL. 882.0'
O ff .0
O ff .0
O ff .0
S=2.0%
S=2.0%
S=2.0%
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
24 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
S
S T
A T
H R
U
C R
O S
S S
E C
T
IO
N S
CG304
J V J
S C
L
S C
L
A N
S I
D
/1
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 9.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 8.
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
.PLATFORM OUT-SLOPE TO 3H:1V
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
EL. 911.2'
EXISTING RELIEF WELL RW-2 NEW RIM
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
SEE NOTE 7
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
5+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
6+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
6+50
E le v
.5
O ff .5
O ff .7
O ff .8
E le v
.9
E le v
.6
E le v
.9
O ff .7
E le v
.6
O ff .1
E le v
.2
O ff .2
E le v
.3
O ff .1
E le v
.9
O ff .5
O ff .9
E le v
.3
EL. 882.0'
EL. 882.0'
EL. 882.0'
O ff .7
O ff .1
O ff .1
S=2.0%
S=2.0%
S=2.0%
P
IE
Z O
M E
T E
R P
T -2
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
S T
A T
H R
U
CG305
25 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
O S
S S
E C
T
IO
N S
T U
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 R
M
J
L
S C
L
H U
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
S I
D
/1
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 9.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 8.
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
TO 3H:1V.PLATFORM OUT-SLOPE
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
EL. 911.5'
EXISTING RELIEF WELL RW-3 NEW RIM
SEE NOTE 7
SEE NOTE 4
SEE NOTE 4
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
SEE NOTE 4
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
7+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
7+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
8+00
E le v
.9
O ff .2
E le v
.2
O ff .6
E le v
.8
O ff .9
E le v
.2
O ff .8
E le v
.1
O ff .2
E le v
.8
O ff .8
E le v
.3
O ff .2
E le v
.7
O ff .3
E le v
.3
O ff .9
EL. 882.0'
EL. 882.0'
EL. 882.0'
O ff .6
O ff .2
O ff .3
S=2.0%
S=2.2%
S=2.0%
P
IE
Z O
M E
T E
R P
T -3
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
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S U
B M
IT
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D B
Y
P L
O T S
C A
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P L
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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
S T
A T
H R
O
CG306
26 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
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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
O S
S S
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T
IO
N S
T U
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A R
A W
A S R
IV
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D O
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A M
D O
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S M I E
IT
A
N D B
E R
M
J
L
S C
L
H U
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
S I
D
/1
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 9.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 8.
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
TO 3H:1V.PLATFORM OUT-SLOPE
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
SEE SHEET CG502.
EXISTING RELIEF WELL RW-4 NEW RIM EL. 911.2'
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
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
8+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
9+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
9+50
E le v
.3
O ff .0
E le v
.4
O ff .0
E le v
.0
O ff .8
E le v
.2
O ff .1
E le v
.9
O ff .8
E le v
.5
O ff .4
E le v
.5
O ff .1
E le v
.4
O ff .3
E le v
.0
O ff .2
EL. 882.0'
EL. 882.0'
EL. 882.0'
O ff .0
O ff .8
O ff .3
S=2.0%
S=2.0%
S=2.0%
S O
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IT
A T
IO
N N
O
F
IL
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A M
E
D W
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D A
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M A
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D E
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IP
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IO
N
C O
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R 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
S T
A T
H R
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CG307
27 42
D
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A R
A W
A S R
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A R L
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S M I E
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A
N D B
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L
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A R
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P S O
F E
N G
IN
E E
N T
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G T
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W E
S T V
IR
G
S I
D
/1
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 8.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
.PLATFORM OUT-SLOPE TO 3H:1V
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
SEE NOTE 4
SEE NOTE 4
SEE NOTE 4
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
SEE NOTE 7
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
10+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
10+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
11+00
E le v
.9
O ff .7
E le v
.9
O ff .5
E le v
.5
O ff .9
E le v
.0
O ff .5
E le v
.9
O ff .4
E le v
.7
O ff .9
E le v
.1
O ff .8
E le v
.2
O ff .5
E le v
.1
O ff .6
EL. 882.0'
EL. 882.0'
EL. 882.0'
O ff .5
O ff .6
O ff .0
S=2.0%
S=2.0%
S=2.0%P
IE
Z O
M E
T E
R P
T -4
S O
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IT
A T
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N N
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F
IL
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E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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E N
U M
B E
R
S
IZ
E
S U
B M
IT
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D B
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P L
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C A
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P L
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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
28 42
D
W O
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-M
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:2
A .d
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S M I E
IT
A
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N T
IN
G T
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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
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W E
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S
S T
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S S
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IO
N S
CG308
J V J
S C
L
S C
L
A N
S I
D
/2
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 9.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 8.
SEE SHEET CG503 FOR PIEZOMETER EXTENSION DETAIL.7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
.PLATFORM OUT-SLOPE TO 3H:1V
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
EXISTING GRADE
VERTICAL TRANSITION
SEE NOTE 4
EXISTING 2" GAS LINE
EXISTING 2" GAS LINE
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
11+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
11+60
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
11+80
E le v
.1
O ff .0
E le v
.6
O ff .1
E le v
.6
O ff .1
E le v
.3
O ff .1
E le v
.9
O ff .2
E le v
.8
O ff .6
E le v
.0
O ff .2
E le v
.2
O ff .1
E le v
.9
O ff .0
S=2.0%
S=2.0%
S=2.0%
EL. 876.0'
EL. 876.0'
EL. 876.0'
O ff .9
O ff .6
O ff .0
EL. 882.0'
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
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A P
P R
D A
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F
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B E
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S
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P L
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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
CG309
29 42
D
W O
R K \Z
O A
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L A
N S \C
G
A .d g n
H E
C X J
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:2
/2
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D
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V .p e n
N O
N E d e fa u lt i s i n u s e
-A
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A .d
A T
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S S
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N S
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A R
A W
A S R
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A M
D O
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A R L
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E E D
S M I E
IT
A
N D B
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M
J
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S C
L
H U
N T
IN
G T
O N D
IS
T R
IC
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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
S I
D
/2
/2
NOTES
40'
SCALE: 1''=20'
0 20'10'
SECTION - WORK PLATFORM ON SHEET CG501.
BELOW FINISHED GRADE OF WORK PLATMORM. SEE TYPICAL
CONTRACTOR IS TO STOP PLACEMENT OF IEIT MATERIALS 1 1/2' 8.
.SECTION 31 00 00 FOR FILL REQUIREMENTS
FROM APPROXIMATE LEVEE STATION 10+79 TO 20+50. SEE
SEEPAGE BERM IS PLACED FOLLOWING IEIT CONSTRUCTION
FROM APPROXIMATE LEVEE STATION 0+50 TO 10+79, WHILE
WORK PLATFORM IS PLACED PRIOR TO IEIT CONSTRUCTION 7.
SEE SHEET CG501 FOR TYPICAL SECTIONS WITH DETAILS.6.
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 5.
.PLATFORM OUT-SLOPE TO 3H:1V
UPON IEIT COMPLETION, CONTRACTOR IS TO RE-GRADE WORK 4.
CENTERLINE ALIGNMENT.
CROSS SECTION ALIGNMENT BASED ON ZOAR LEVEE 3.
SEE SHEET CG101 FOR GEOMETRIC LAYOUT PLAN.2.
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