A.03.09 Plans 4 of 6.pdf
PDF 35 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 not to exceed June 2022. Interested parties should monitor the identified solicitation number for additional details on responding to this pre-solicitation opportunity.
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.08.02 W9123720B0003 0001.pdf | ||
| B.07.01 Pre-Bid Question & Answers.docx | DOCX document | |
| 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 3 of 6.pdf | ||
| A.03.09 Plans 2 of 6.pdf | ||
| A.03.09 Plans 5 of 6.pdf | ||
| B.01.03 Pre-Solicitation Synopsis.pdf |
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Text version
CWL-01
USA BOUNDARY
ZOAR LEVEE ALIGNMENT
DITCH OUTLINE
OFFICE LOCATION
GOVERNMENT CONSTRUCTION
IEIT ALIGNMENT
COLLECTOR SYSTEM
SEEPAGE BERM / FILL LIMITS
USA BOUNDARY
LWL-02
LWL-01
USA BOUNDARY
EMERGENCY BERM LIMITS
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
Huntington District
IE
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IE
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IE
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IE
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IE
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IE
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IEIT: 16+00
IEIT: 18+00
IEIT: 20+00
IEIT: 21+60IEIT: 21+60
18+00
20+00
22+00
24+00
26+00
28+00
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RW-4
RW-5
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SCALE: 1"=100'
NOTES
LEGEND
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RW-7A
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N
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CB
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OVERALL IEIT AND SEEPAGE BERM SITE PLAN
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STORM DRAIN CATCH BASIN
SEEPAGE BERM / FILL AREA
USA BOUNDARY LINE
LIMITED WORK LIMITS (LWL)
CONSTRUCTION WORK LIMITS (CWL)
RW-5A
RW-6A
RW-4A
RW-3
RW-3A
RW-2
RW-2A
RW-10A
PARK ST NE
T
H S
T
R
D S
T
SR 212 (MAIN ST)
N
D S
T
T
H S
T T
H S
T
EAST ST
FOLTZ ST
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V E -Z
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REQUIREMENTS.
20+50. SEE SECTION 31 00 00 FOR FILL
FROM APPROXIMATE LEVEE STATION 10+79 TO
IS PLACED FOLLOWING IEIT CONSTRUCTION
STATION 0+50 TO 10+79, WHILE SEEPAGE BERM
CONSTRUCTION FROM APPROXIMATE LEVEE
WORK PLATFORM IS PLACED PRIOR TO IEIT 8.
SEE SHEETS CG502 AND CG503 FOR DETAILS.7.
PLATFORM FILL SECTIONS.
SEE SHEET CG501 FOR TYPICAL BERM / WORK 6.
MARKED BEFORE DIGGING.
TO HAVE ALL UNDERGROUND UTILITIES
CONTRACTORS RESPONSIBILITY TO CALL 811
SUBJECT TO CHANGE. IT'S THE
UTILITY LOCATIONS SHOWN HEREON ARE 5.
SECTIONS.
SEE SHEETS CG301 THRU CG318 FOR CROSS 4.
12/5 (LISTED ON THE PLAT MAP AS JOB: 0125).
COMMISSIONED BY USACE THROUGH JOB#
IN SEPTEMBER 1985. THE SURVEY WAS
ASSOCIATES, INC OF NEW PHILADELPHIA, OHIO
WAS COMPLETED BY W. E. QUICKSALL AND
OHIO, ZOAR LEVEE AND MINERAL CITY LEVEE
A FEE BOUNDARY SURVEY OF DOVER DAM, 3.
SURVEY CONTROL MONUMENTS LIST.
SEE SHEET CG101 FOR GEOMETRIC PLAN AND 2.
FOR CLARITY OF WORK AREA.
UTILITIES ARE NOT SHOWN ON THIS SHEET 1.
R
R
S
R
R
R
R
R
R
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R
R
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R R
D
D
D
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D
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RR
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USA BOUNDARY
ZOAR LEVEE ALIGNMENT IEIT ALIGNMENT
E=2267117.5
N=346931.2
E=2267110.4
N=346832.2
E=2267085.1
N=346932.8
E=2267088.1
N=346832.2 E=2267088.1
N=346791.2
E=2267081.9
N=346786.1
E=2267068.0
N=346762.0
E=2267041.4
N=346687.8
E=2267004.1
N=346460.1
E=2266980.6
N=346460.1 E=2266980.0
N=346341.9
E=2267024.5
N=346260.4
E=2267004.4
N=346232.8
E=2267034.5
N=346260.2
E=2267014.3
N=346250.5
E=2267014.0
N=346234.9
E=2267064.8
N=346118.9
E=2267064.8
N=346103.5
E=2267107.0
N=346091.5
E=2267038.6
N=346184.6
NEW GAS LINE LOCATION
GAS LINE TO BE REMOVED
E=2267114.8
N=346877.5
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
IE
IT
: 5
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IT
: 6
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: 6
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: 7
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: 7
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: 8
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60'0 30'
SCALE: 1"=30'
NOTES
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CWL
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CWL
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L A
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DEMOLITION PLAN
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L
L W
L L
W L
MARKED BEFORE DIGGING.
CALL 811 TO HAVE ALL UNDERGROUND UTILITIED
CHANGE. IT'S THE CONTRACTORS RESPONSIBILITY TO
UTILITY LOCATIONS SHOWN HEREON ARE SUBJECT TO 5.
SEE SHEETS CG301 THRU CG318 FOR CROSS SECTIONS.4.
BERM SITE PLAN.
SEE SHEET CG102 FOR OVERALL IEIT AND SEEPAGE 3.
CONTROL MONUMENTS LIST.
SEE SHEET CG101 FOR GEOMETRIC PLAN AND SURVEY 2.
CLARITY OF ASPHALT DEMO.
SEEPAGE BLANKET FILL LIMITS NOT SHOWN FOR 1.
S C
L
S C
L
INSTRUMENTATION
BORE HOLE LOCATION
FENCE
WATER VALVE
STORM SEWER CATCH BASIN
SANITARY SEWER MANHOLE
GUY WIRE
UTILITY POLE
TELEPHONE LINE
OVERHEAD ELECTRIC,
2" GAS LINE - TO BE REMOVED
LOCATION)
2" GAS LINE (APPROXIMATE
RELIEF WELL COLLECTOR PIPE
RELIEF WELL MANHOLE
RELIEF WELL
PAVEMENT DEMOLITION AREA
USA BOUNDARY LINE
LIMITED WORK LIMITS (LWL)
(CWL)
CONSTRUCTION WORK LIMITS
GAS UTILITY INFORMATION
PHONE: 303-264-8847
CONTACT: ALEX SIGLER
WOOSTER, OH 44691-0129
544 EAST LIBERTY STREET
BUCKEYE OIL PRODUCIGN CO.
G A
R K
3E, 1C, 1T
G
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E
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1E
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G
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2" 2"
W
G
W
W
W
FILL LIMITS
ZOAR LEVEE ALIGNMENT
USA BOUNDARY
USA BOUNDARY
(LEVEE STA. 1+49.8, Lt. 53.6')
START OF TRENCH
SEE NOTE 7
IEIT ALIGNMENT
DH-1
L-1
IE
IT
: 0
IE
IT
: 0
IE
IT
: 1
IE
IT
: 1
IE
IT
: 2
IE
IT
: 2
IE
IT
: 3
IE
IT
: 3
IE
IT
: 4
IE
IT
: 5
P I S
T A . 0
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T A . 2
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T A . 4
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IN
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IN
G T
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W E
S T V
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G
IN
IA
60'0 30'
SCALE: 1"=30'
NOTES
PLAN
N
CWL
LWL
LEGEND
R
R
R
S
CB
CWL
L W
L
L W
L
L W
L
L W
L
L W
L
RW-1A
M A
T C
H L
IN
E S
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H E
E T C
G
M A
T C
H L
IN
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E E S
H E
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G
C W
L
CWL
CWL
CWL
PT-1
D P
S
S H
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F
S
C A
L E P
L A
N
J V J
S C
L
S C
L
A N
S I
D
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E, C, T
N
E 2267000 E 2267000
N
N
RW-2
PIEZOMETER
BORE HOLE LOCATION
STORM SEWER CATCH BASIN
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
GUY WIRE
LIGHT POLE
UTILITY POLE
CABLE, TELEPHONE LINE
OVERHEAD ELECTRIC,
LOCATION)
2" GAS LINE (APPROXIMATE
RELIEF WELL
SEEPAGE BERM / FILL AREA
USA BOUNDARY LINE
LIMITED WORK LIMITS (LWL)
LIMITS (CWL)
CONSTRUCTION WORK
PIEZOMETER AND RELIEF WELL DATA.
SEE SECTION 00 01 15 FOR 8.
(EM 385-1-1).
WITH THE USACE SAFETY MANUAL
LINES SHALL BE IN ACCORDANCE
THIS AREA. WORK UNDER POWER
DURING COMPLETION OF WORK IN
REMOVAL OF THIS LINE, IF NEEDED,
UTILITY OWNER FOR TEMPORARY
CONTRACTOR TO CONTACT THE 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.
S O
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N N
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IDENTIFICATION
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SHEET OF
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D-07-102
D-96-1
D-94-5
D-94-6
PT-1
CBCB
S
0 D-19-01
D-19-02
USA BOUNDARY
ZOAR LEVEE ALIGNMENT
USA BOUNDARY
IEIT ALIGNMENT
BERM / FILL LIMITS
BERM / FILL LIMITS
CD-07-104
D-96-2
S O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
IE
IT
: 4
IE
IT
: 5
IE
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: 5
IE
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: 6
IE
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: 6
IE
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: 7
IE
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: 7
IE
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: 8
IE
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: 8
IE
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: 9
IE
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: 9
IE
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IE
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SCALE: 1"=30'
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LWL
R
S
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R
R
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S E
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H E
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G
M A
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IN
E
W
D
CWL
CWL
CWL
CWL
CWL
CWL
PT-4
S H
E E
T O
F
D P
S
S
C A
L E P
L A
N
J V J
S C
L
S C
L
A N
S I
D
CG104
/2
/2
N
N
E 2267000
E 2267000
N
LEGEND
RW-2
R
RW-4A
MH-1
RW-2
NOTES
N
R
RW-5A
PIEZOMETER
BORE HOLE LOCATION
FENCE
WATER VALVE
STORM SEWER CATCH BASIN
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
GUY WIRE
UTILITY POLE
TELEPHONE LINE
OVERHEAD ELECTRIC,
LOCATION)
2" GAS LINE (APPROXIMATE
COLLECTOR SYSTEM
MANHOLE
COLLECTOR SYSTEM
RELIEF WELL
SEEPAGE BERM / FILL AREA
USA BOUNDARY LINE
LIMITED WORK LIMITS (LWL)
LIMITS (CWL)
CONSTRUCTION WORK
.PIEZOMETER AND RELIEF WELL DATA
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.
1E
E
T
6"
2"
2"
D-94-6
D-94-7
D-94-8
PT-4
PT-2
PT-3
W
W
W
S
D-19-06
D-19-05
D-19-04
D-19-02
D-19-03
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File details come from the government source that posted it. Updated .