Amendment 4 Revised Sheet C1 8 Rev 11252020_0004.pdf
PDF 262 KB Posted
- Attached to
- GRTE Rehabilitate Moran Water System Federal contract opportunity
- Solicitation number
- 140P1420R0006
About this file
This document contains a federal contract solicitation and related civil engineering drawings. The solicitation is for the rehabilitation of the Moran water system in Grand Teton National Park, including installation of a new well house, water and sewer lines, wells, and demolition of existing infrastructure. The work has an estimated value between $1,000,000 to $5,000,000 and is set aside for women-owned small businesses. The performance period is from notice to proceed to July 1, 2021. The solicitation requires payment and performance bonds of 100% and applies Davis Bacon wage rates. It is identified by number 140P1420R0006 and is issued by the National Park Service Intermountain Region. The civil drawings show proposed layouts for water transmission lines, wells, and related site features to support the water system rehabilitation.
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Text version
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WELL #2 ("W2," 4" PE) STATIONS:
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WELL #3 ("W3," 4" PE) STATIONS:
AutoCAD SHX Text MAIN TRANSMISSION ("MT," 8" PE), WELL #2 ("W2," 4" PE) & WELL #3 ("W3," 4" PE) PROFILE
AutoCAD SHX Text W:\MNT\5-PROJECT MANAGEMENT\2-PROJECTS\PM BRANCH PROJECTS - CURRENT\MO 198970, 249646 MORAN WATER\400-00-DESIGN (IN HOUSE)\400-00-3-DRAWINGS\DESIGN\C_CIVIL\C1.0- C1.10 WATER.dwg
AutoCAD SHX Text 11/25/2020
AutoCAD SHX Text 11/20
AutoCAD SHX Text C1.8
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SCALE OF FEET
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AutoCAD SHX Text 1" = 30'
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SUB SHEET NO.
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TITLE OF SHEET
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DATE:
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TECH. REVIEW:
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DESIGNED:
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DRAWING NO.
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GRAND TETON NATIONAL PARK
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PMIS/PKG NO.
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SHEET
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OF
AutoCAD SHX Text 198970, 249646
AutoCAD SHX Text 150563
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IML
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IML
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MAIN TRANSMISSION
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STA. 35+00 TO END
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& WELL SUPPLY LINES
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8-INCH PE TRANSMISSION LINE AND TWO 4-INCH PE SUPPLY LINES IN PARALLEL
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SNAKE RIVER LAND COMPANY & OUTBUILDINGS
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GARAGE
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REDUCE TO FROM 8" TO 6", FIRE/DOMESTIC CONNECTION TO SRLC
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SINGLE PUMP OUT DRAIN CONNECTED TO 4" (X2) AND 8" LINES, CURB STOP AT EACH LINE
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FIRE HYDRANT #3 (FROM 8")
AutoCAD SHX Text 5' WIDE ASPHALT PATHWAY TO BE INSTALLED BY OTHERS, SAW CUT AND REPLACE AFTER TRENCHING PER DETAIL A.5.C3.4
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GRAVEL ROAD, REPAIR DAMAGED SECTIONS PER DETAIL C.5.C3.4, TYP.
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ORIGINAL ALIGNMENT
AutoCAD SHX Text REVISED ALIGNMENT (11/2020 - TO PROTECT TREES) W3 - 30' LENGTH INCREASE W2 - 28' LENGTH INCREASE MT - 46' LENGTH INCREASE (8")
AutoCAD SHX Text NOTE: PROFILE IS APPROXIMATE (BASED ON ORIGINAL ALIGNMENT). ENSURE FINAL INSTALLATION SLOPES TO DRAIN AND MINIMUM COVER REQUIREMENTS ARE MET
AutoCAD SHX Text INCREASE MINIMUM COVER TO 7' (FROM HERE PAST OUTBUILDINGS) FOR FUTURE PAVED ROAD (NOT IN CONTRACT)
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DECREASE MINIMUM COVER TO 6' FROM HERE TO WELLS
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PROTECT TREE & ROOTS TO THE MAXIMUM EXENT POSSIBLE
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TREE TO BE REMOVED BY OTHERS
| Sheets and Views |
| C1.8 |
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