Amendment 5 - West Sheets C-140 - Fire Riser Change.pdf
PDF 550 KB Posted
- Attached to
- Hill Air Force Base West & Transient Apron Paving Federal contract opportunity
- Solicitation number
- W91238-20-R-0055
About this file
This document includes an amendment to site, paving, and utility plan drawings for the Hill Air Force Base West and Transient Apron Paving project. The project will demolish existing concrete pavement and construct new concrete pavement with a drainage layer and asphalt shoulder overlay. It will also protect existing utilities, install new airfield pavement striping, aircraft mooring points, and grounding points. The drawings show details of drainage infrastructure including catch basins and storm drains, as well as notes specifying protection of existing features, field verification of utilities, asphalt mill and overlay, joint plans, pavement control, and grading/drainage plans. The related federal contract opportunity is solicitation number W91238-20-R-0055 from the Department of the Army Corps of Engineers Engineering District Sacramento for the above-mentioned pavement work at Hill Air Force Base.
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Text version
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EXISTING F 35
SHADE STRUCTURE
E. EDGE LIGHTS
E. EDGE LIGHTS
MILL & OVERLAY 1-1/2" OF
ASPHALT PAVEMENT
TRANSIENT APRON
DESIGNED BY OTHER
E. EDGE LIGHTS
PROTECTED IN PLACE
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5,C-502
94'
775'
333'
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
CLEANOUT PER
DETAIL 5, C-502
E. MANHOLE
FIRE WATER LINE POC
FIRE WATER
LINE POC
PROVIDE TEE VALVE
(2-14"Ø, & 1-10"Ø)
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US Army Corps of Engineers
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C-140
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AMENDMENT 005
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C-140sXXX.DWG
PCC PAVING SEE SHEET C-502. SEE JOINT
PLANS, C-400 SHEETS FOR REINFORCED
SLAB LOCATIONS.
AC PAVING (SHOULDER) SEE C-502
NOTES
1. EXISTING FEATURES ARE BASED ON FIELD SURVEY AND BASE MAPPING
INFORMATION AND MUST BE PROTECTED IN PLACE UNLESS OTHERWISE
SPECIFIED. CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING FIRE WATER LINE FOR POINT
OF CONNECTION.
3. MILL AND OVERLAY ASPHALT BETWEEN TAXIWAY C AND TAXIWAY D AFTER
PCC PLACEMENT. THERE IS PCC UNDER ASPHALT AT THIS LOCATION.
4. SEE C-400 FOR JOINT PLAN.
5. SEE C-141 AND C-142 FOR PAVEMENT HORIZONTAL CONTROL.
6. SEE C-150s FOR GRADING AND DRAINAGE PLAN.
N
C-141
C-142
MATCH
LINE
F F
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W x
F x
C x
LEGEND
E. STORM DRAIN PIPE
E. COMMUNICATION LINE
E. WATER PRESSURE LINE
E. FIRE WATER LINE
NEW UNDER DRAIN PIPE
NEW FIRE WATER LINE
SD
x
KEY NOTES
1. REPLACE EXISTING CATCH BASIN
2. REPLACE EXISTING 14" TRANSITE FIRE PROTECTION MAIN WITH C900 PVC.
PROVIDE TEE CONNECTION FOR 14"X14"X10" WITH A CONNECTION INTO
EXISTING FIRE SERVICE LINE.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = 80 ft.
| Sheets and Views |
| C-140 SITE, PAVING & UTILITY PLAN |
| Sheet 1 |
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