3-Exhibit E - Available Utility Information.pdf
PDF 1 MB Posted
- Attached to
- 3Kings Golf Netting
- Solicitation number
- PCMC27002 - WAT
- Issued by
- Summit County, Utah
About this file
This is a utility information exhibit prepared by Park City Municipal Corporation (PCMC) for the 3Kings Golf Netting project in Utah. The document provides available utility information relevant to the design and installation of protective golf netting along a portion of the 3Kings Water Treatment Plant perimeter. The exhibit details existing utility locations and infrastructure that respondents must consider during the design and installation phases to ensure compliance with utility easements, protection of existing systems, and safe project execution. Respondents are required to review this utility information as part of their proposal development to identify potential conflicts and plan appropriate mitigation measures for their proposed netting design and installation approach.
The utility information serves as a critical reference document for qualified contractors and design professionals responding to the project. This exhibit ensures that all respondents have access to the same baseline information regarding underground and above-ground utilities present at or near the project site, enabling consistent and informed bid submissions. Contractors must incorporate utility coordination and protection into their technical proposals and cost estimates, with all work performed in accordance with applicable utility regulations and requirements outlined in the contract documents.
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Text version
FILENAME: PLOT DATE: PLOT TIME:10/8/2021 2:39:33 PM
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SEE NOTE 3
RD, TYP
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SS CLEANOUT, TYP
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SAMPLE LINES
(SEE NOTE 4)
TIE-IN 18" RW (ROCKPORT)
(SEE NOTE 4)
TIE-IN FO
(SEE NOTE 4)
TIE-IN 18" FW (BOOTHILL)
18" RW (ROCKPORT)
12" FW (THAYNES)
18" ADS 18" RW (ROCKPORT)
12" FW (THAYNES)
18" ADS
18" SD
18" SD
6" PD
6" SS
18" TE
15" SD
6" PD
6" SS
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(SEE NOTE 4)
TIE-IN 18" SD
AND VAULT, TYP
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18" RW (ROCKPORT)
18" FW (BOOTHILL)
(SEE NOTE 4)
AND COMM LINE
OFFSITE PIPELINE
PIG LAUNCHING LINE
18" RW (ROCKPORT)
(SEE NOTE 7)
INTERCEPTOR,
PD GREASE
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5' DIA PD METER
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10" SD (PVC)
(SEE NOTE 10)
SEPARATOR,
SD OIL/WATER
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VALVE, V 134
18" GATE
CONCRETE TYPE III, WITH A DEPTH OF 36 INCHES.
FIBER OPTIC JUNCTION BOXES ARE POLYMER 14.
APPROXIMATE ROUTING SHOWN.
METERING MANHOLE TO FACILITY 340.
INSTALL POWER AND SCADA LINES FROM 13.
PROPOSED GRADE.
LINES SHALL BE A MINIMUM OF 3'-6" BELOW
CENTER LINE OF 6" CONDUIT FOR FIBER OPTIC 12.
APPROVED EQUIVALENT.
CONTECH ENGINEERED SOLUTIONS, LLC, OR
SHALL BE THE STORMGATE MANHOLE, BY
STORM DRAIN HIGH FLOW BYPASS MANHOLE 11.
EQUIVALENT.
ENGINEERED SOLUTIONS, LLC, OR APPROVED
THE VORTCLAREX VCL60-2, BY CONTECH
STORM DRAIN OIL/WATER SEPARATOR SHALL BE 10.
340.
POWER AND COMM WILL GO TO/FROM FACILITY
OF A PARSHALL FLUME WITH LEVEL SENSOR.
PLANT DRAIN METERING MANHOLE SHALL CONSIST 9.
DRAWING.
SEE SANITARY SEWER PLAN AND PROFILE
DISTRICT DETAIL, PT-02. FOR INVERT ELEVATIONS
SNYDERVILLE BASIN WATER RECLAMATION
SHALL MEET THE STANDARD DESIGN OF
SANITARY SEWER SAMPLING MANHOLE PROVIDED 8.
DRAIN PLAN AND PROFILE DRAWING.
GALLONS. FOR INVERT ELEVATIONS SEE PLANT
DISTRICT DETAIL, PT-01. CAPACITY SHALL BE 1,000
SNYDERVILLE BASIN WATER RECLAMATION
MANUFACTURED TO MEET THE DESIGN OF
PLANT DRAIN GREASE INTERCEPTOR TO BE 7.
STANDARD PLAN 500.
FOR GENERAL WATER NOTES, SEE PCMC 6.
STANDARD PLAN DETAIL 572.
570 AND A VALVE BOX COLLAR PER PCMC
AND VALVE BOX PER PMCM STANARD PLAN DETAIL
FOR BURIED VALVES IN THE YARD, INSTALL VALVE 5.
PACKAGE, DESIGN IS BY OTHERS.
FOR CONTINUATION, SEE OFF-SITE UTILITIES 4.
051-CG-3005.
FOR ROOF DRAIN PLANS, SEE DRAWING 3.
PLAN, DRAWING 053-CY-2000.
FOR ABBREVIATIONS SEE YARD PIPING OVERALL 2.
DRAWING 051-CL-2000.
FOR FACILITY NAMES SEE CIVIL SITE PLAN, 1.
12" BWS
E 1 636 227.62
N 7 409 285.12
CENTER COORD.
JUNC BOX, TYP
POLY CONC
Harrison.Holley Highlight
Harrison.Holley Callout
APPROXIMATE FENCE ALIGNMENT
Harrison.Holley Text Box
EXHIBIT E - AVAILABLE UTILITY INFORMATION
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