4-Rose Park Civil Pond Plan.pdf

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Attached to
Rose Park Golf Course Irrigation and Turf Reduction / Nibley Park Golf Course Irrigation
Solicitation number
PRK23041 / PRK26019
Issued by
Utah

About this file

This document is a civil site plan prepared by Salt Lake City Corporation's Department of Public Lands for the Rose Park Golf Course Irrigation System Turf Reduction project. The plan details the proposed construction of a new settling pond and associated infrastructure improvements, including a new pump station, irrigation mainline, laterals and heads, and storm and water piping systems. The project involves coordination between multiple city divisions (Golf Division and Parks Division) and requires protection of existing sanitary sewer infrastructure, with specific clearance requirements noted for the proposed Jordan River pump discharge, electrical lines, and water lines. The plan is drawn to a 1-inch equals 40-feet scale and includes detailed elevation specifications and utility coordination requirements with existing city infrastructure.

The document specifies critical technical requirements including a minimum 25-foot setback from the existing 48-inch dual-barrel sanitary sewer forcemain to the top of the proposed pond, 18-inch vertical clearance requirements for the pump discharge and waterline from the existing sanitary sewer, and 1-foot minimum separation for electrical lines. The site plan indicates existing storm and sanitary sewer infrastructure that must be protected in place, includes specifications for a 24-inch HDPE storm pipe and 6-inch HDPE DR-17 waterline, and notes coordination requirements with the Redwood Mall Property (RMP) for new primary electrical service. The project is referenced with file number PRK23041 and drawing identifier C201, prepared by Salt Lake City Corporation.

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Text version

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PUBLIC LANDS

GOLF DIVISION

PARKS DIVISION

SALT LAKE CITY

CORPORATION

DEPARTMENT OF PUBLIC

LANDS

ROSE PARK

GOLF COURSE

IRRIGATION SYSTEM

TURF REDUCTION

CIVIL SITE PLAN

POND INSERT

C201

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EXIST. SSMH RIM=4216.70 INV. W (44")=4201.98 INV. E (44")=4201.92

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EXIST. SD VAULT RIM=4215.86

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EXIST. SDMH RIM=4216.30

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HORIZONTAL:

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AutoCAD SHX Text 1" = 40'

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BINDING ORDER

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PROJECT OWNER:

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DRAWING FILE:

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FILE #:

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DRAWN BY:

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MARK

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DESCRIPTION

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PROJECT IDENTIFICATION:

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PREPARED BY:

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COPYRIGHT:

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PREPARER CONSULTANTS:

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SHEET IDENTIFIER:

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PROFESSIONAL SEAL:

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1386 NORTH REDWOOD ROAD SALT LAKE CITY, UTAH 84116 WWW.SLCGOV.COM

AutoCAD SHX Text 1965 W 500 S SALT LAKE CITY, UTAH 84104 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM

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SLC CORP.

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PRK23041

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AS-BUILT LOCATION OF 48" DUAL-BARREL SLCPU SANITARY SEWER FORCEMAIN

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MIN 25' FROM EDGE OF FORCEMAIN TO TOP OF POND

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EXISTING SANITARY SEWER MAIN - TO BE PROTECTED IN PLACE

AutoCAD SHX Text PROPOSED JORDAN RIVER PUMP DISCHARGE. PROVIDE MINIMUM 18" VERTICAL CLEARANCE FROM EXISTING SANITARY SEWER WITH APPROXIMATE CROWN ELEV: 4206.13'

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COORDINATE WITH RMP FOR NEW PRIMARY SERVICE SEE ELECTRICAL SHEETS

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PROPOSED TRANSFORMER LOCATION SEE ELECTRICAL SHEETS

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JORDAN RIVER PUMP DISCHARGE. INVERT ELEV: 4212'

AutoCAD SHX Text ELECTRICAL LINE TO BE PLACED ABOVE EXISTING SANITARY SEWER WITH APPROXIMATE CROWN ELEV: 4206.17'. PROVIDE 1' MINIMUM SEPERATION SEE ELECTRICAL SHEETS.

AutoCAD SHX Text 6" HDPE DR-17 WATERLINE. PROVIDE MINIMUM 18" VERTICAL CLEARANCE FROM EXISTING SANITARY SEWER WITH APPROXIMATE CROWN ELEV: 4206.15'

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24" HDPE STORM PIPE

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HEADWALL AND TRASH RACK. INV ELEV: 4212.5' SEE DETAIL SHEET C700.

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PROPOSED IRRIGATION SERVICE PUMP LOCATION

File details come from the government source that posted it. Updated .