Q9-69-382-Plot.pdf
PDF 310 KB Posted
- Attached to
- Kuttawa Sewer Line Replacement Federal contract opportunity
- Solicitation number
- W912P520Q0038
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P520Q0038 Solicitation Amendment 0001_Final.pdf | ||
| Q9-69-389-Plot.pdf | ||
| Q9-69-381-Plot.pdf | ||
| Q9-69-385-PLOT.pdf | ||
| W912P520Q0038 Solicitation.pdf.pdf | ||
| W912P5-20-Q-0038 (Kuttawa) TPlans.pdf | ||
| W912P5-20-Q-0038 (Kuttawa) TSpecs R1.pdf |
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Text version
®of Engineers
US Army Corps of Engineers
US Army Corps
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ASPHALT, CONTRACTOR MUST SUBMIT PROPOSED WORKPLAN.
IF BORING AND JACKING IS PREFERED OVER REPLACING THE6.
AT THE CONTRACTOR'S EXPENSE.
SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY
OF THE SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS
UTILITIES. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS
UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING5.
PROJECT.
SHALL DETERMINE THE LOCATION OF ALL UTILITIES ON THE
ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR
IMATELY ONLY, AND THOSE INDICATED ARE NOT NECESSARILY
GROUND UTILITIES INDICATED ON THE PLANS ARE APPROX-
LOCATIONS OF THE EXISTING ABOVEGROUND AND UNDER-4.
SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
STRUCTURES CAUSED BY THE CONTRACTOR'S OPERATIONS,
ANY DAMAGE TO FENCES, LIGHTS, ASPHALT, OR OTHER3.
REGULATIONS, UNLESS OTHERWISE APPROVED BY THE COR.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL DISPOSAL
DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE IN
MILLED AND DEMOLISHED ASPHALT AND CONCRETE SHALL BE 2.
AND BARRICADES IN ACCORDANCE WITH EM 385-1-1.
SITE SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS
OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION1.
NOTES:
BETWEEN ASPHALT LAYERS.
WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS1.
NOTE:
SEE PROFILE
SEE PROFILE SEE PROFILE
12" 12"
12" 12" 12" 12"12"12"
OFFSET EACH LAYER 12 INCHES MINIMUM
A M
D
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CL
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TRAFFIC OR PARKING AREA (CONCRETE)
TYPICAL TRENCH DETAILS
N.T.S.
NON-TRAFFIC OR GRAVEL AREATRAFFIC OR PARKING AREA (ASPHALT)
PROPOSED REINFORCEMENT PLAN
REINFORCED CONCRETE; SUBMIT
6 IN. 4000 PSI FIBER OR STEEL
EXISTING PAVEMENT
PIPE SLEEVE
DUCTILE IRON
CRUSHED STONE OR DGA
5 INCHES MINIMUM OF
PIPE SLEEVE
DUCTILE IRON
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6 INCHES TOPSOIL OR
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4 INCHES OF ASPHALT BASE
2 INCHES OF ASPHALT SURFACE
CRUSHED STONE OR DGA
5 INCHES MINIMUM OF
KYTC NO. 10 (OR NO. 9) KYTC NO. 10 (OR NO. 9)
KYTC NO. 10 (OR NO. 9)
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