255116 City Wide Main Renewals-16 Inch Drawings.pdf

PDF 3 MB Posted Oct 20, 2025

Attached to: PUEBLO WATER - 2025 CITY WIDE MAIN RENEWALS, 16-INCH - PN #255116
Solicitation number: ITB-25-062 City Wide Main Renewal, 16-Inch, PN 255116
Issued by: Ouray County, Colorado

About this file

Written by GovTribe AI · Oct 21, 2025

This document is a set of engineering design plans for a City Wide Main Renewals project for the Board of Water Works in Pueblo, Colorado, located at 319 West Fourth Street. The project involves a 16-inch water main renewal with Project Number 255116, covering various streets and areas within the city. The detailed plans include comprehensive mapping of existing infrastructure, proposed water main routes, tap hole specifications, utility trench details, and installation guidelines for various components such as valves, hydrants, and service lines.

The technical drawings provide extensive specifications for water infrastructure installation, including detailed diagrams for water service line installations, permanent meter placements, thrust block configurations, valve extensions, and excavation locations. The plans include specific technical requirements for pipe materials, mechanical restraints, concrete encasements, and utility crossings. The design appears to be a comprehensive infrastructure improvement project aimed at upgrading and replacing aging water distribution system components, with meticulous attention to engineering standards, safety protocols, and urban infrastructure integration.

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File	Type	Posted
255116 City Wide Main Renewals-16 Inch Specs_.pdf	PDF	Oct 20, 2025
Addendum 01 - RFP-25-062 - Citywide Main Renewals PN, 255116, 16-Inch.pdf	PDF	Oct 20, 2025

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AutoCAD SHX Text P.N. 255116

AutoCAD SHX Text Scale 1" = 1000'

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STORM SEWER MAINS

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SEWER MAINS

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GAS LINES

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PROPOSED WATER MAINS

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EXISTING WATER MAINS

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WATER SERVICE LINES

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LEGEND

AutoCAD SHX Text 319 West Fourth Street P.O. Box 400 Pueblo, CO 81002

AutoCAD SHX Text Board of Water Works

AutoCAD SHX Text of Pueblo, Colorado

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text (ie... 1" Meter).

AutoCAD SHX Text of Transportation.

AutoCAD SHX Text Control Devices (2009 Edition Including Revisions 1 and 2)" or latest revisions thereof. All road

AutoCAD SHX Text verification by the Contractor. Sewer mains and gas mains are shown on the plans for general

AutoCAD SHX Text All 5/8" taps will be replaced with 3/4" taps.

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AutoCAD SHX Text Service lines indicate existing tap size(s). Where tap size(s) is not known, meter size is indicated

AutoCAD SHX Text Utility and Monument Box locations are shown for information only and are subject to field

AutoCAD SHX Text Traffic control, barricading, signing, and flagging shall conform to "The Manual On Uniform Traffic

AutoCAD SHX Text information only. Fire alarm lines, and electrical lines are not shown. Some telephone conduit

AutoCAD SHX Text locations are shown where known. Contractor shall contact all utilities for field locations of

AutoCAD SHX Text their lines.

AutoCAD SHX Text Contractor shall submit at the preconstruction conference, the proposed schedule of construction.

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CITY WIDE MAIN RENEWALS-16 INCH

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TELEPHONE CONDUIT

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MONUMENT BOX

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AutoCAD SHX Text All measurements are from back of curb unless otherwise noted.

AutoCAD SHX Text closures or detours must be approved by the City Traffic Engineer and/or the Colorado Department

AutoCAD SHX Text 6.

AutoCAD SHX Text All surface replacements/improvements including sidewalks, curb and gutter, A.D.A

AutoCAD SHX Text facilities, asphalt, and striping, etc. shall conform with City of Pueblo Department of Public Works

AutoCAD SHX Text Standard Construction Specifications and Standard Details as revised March 28, 2005.

AutoCAD SHX Text 7.

AutoCAD SHX Text Advance "Potholing" shall be required for all utility crossings. Depth and location

AutoCAD SHX Text information obtained by "Potholing" will be used to determine what, if any means

AutoCAD SHX Text will be necessary to avoid conflict with the intersecting utility.

AutoCAD SHX Text Sheet 1 Of 9

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SHEET INDEX

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SHEET 1 SHEET 2 SHEETS 3-6 SHEETS 7-10

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TITLE SHEET TAP/METER SIZES & VICINITY MAP WATER PLANS GENERAL DETAIL SHEETS

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AutoCAD SHX Text All deflections and tees shall include mechanical restraints and concrete thrust blocks unless otherwise noted on plans.

Will Learch

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FRONTAGE RD

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FRONTAGE RD

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I-25 FRONTAGE RD

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PUEBLO MALL BLVD

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DILLON DR

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HART RD

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HART RD

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PUEBLO MALL BLVD

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D&RGW RR ROW

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W 29TH ST

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E 29TH ST

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DILLON DR

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WATTS

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W. 32ND ST

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ELEVENTH FAIRWAY

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PLACE

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WEST ST

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W 27TH ST

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W 28TH ST

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WEST ST

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ELIZABETH ST

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27TH ST

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28TH ST

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GREENWOOD ST

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GRAND AVE

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DILLON DR

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8TH AVE

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W 28TH ST

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3RD AVE

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CENTRAL CT

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2ND AVE

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W. 28TH ST

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W 27TH ST

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W. 27TH ST

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7TH AVE

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6TH AVE

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5TH AVE

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4TH AVE

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CASCADE AVE

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HIGH ST

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WITHERS AVE

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W 29TH ST

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W 29TH ST

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4TH AVE

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3RD AVE

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2ND AVE

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3RD AVENUE

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4TH AVENUE

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W. 30TH ST

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W 31ST ST

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HIGH ST

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CASCADE AVE

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CASCADE AVE

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W 30TH ST

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WITHERS AVE

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W 30TH ST

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WITHERS AVE

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8TH AVE

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W 31ST ST

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7TH AVE

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HIGH ST

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7TH AVE

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COUNTRY CLUB DR

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7TH AVE

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COUNTRY CLUB DR

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W 30TH ST

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8TH AVE

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ELIZABETH ST

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W. 30TH ST

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W 29TH ST

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ELIZABETH ST

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FRONTAGE RD

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NB ELIZABETH ST

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W 29TH ST

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W 29TH ST

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AutoCAD SHX Text 1"

AutoCAD SHX Text 2912 N. Elizabeth St.

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AutoCAD SHX Text 1"

AutoCAD SHX Text 2910 N. Elizabeth St.

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HIGH ST

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W. 32ND ST

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2ND AVE

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W 31ST ST

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E 29TH ST

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SB ELIZABETH ST

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D&RGW RR ROW

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AutoCAD SHX Text Sheet 2 Of 9

AutoCAD SHX Text Board of Water Works

AutoCAD SHX Text of Pueblo, Colorado

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn By:

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FILE:

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PN:

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ACAD FILE NAME

AutoCAD SHX Text 319 West Fourth Street P.O. Box 400 Pueblo, CO 81002

AutoCAD SHX Text 255116

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255116PROP

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SEPTEMBER 2025

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MDRC

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CITYWIDE MAIN RENEWALS-16 INCH

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VICINITY MAP

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SHEET 3

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SHEET 4

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SHEET 5

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SHEET 6

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TAPS/METERS

Scale 1" = 250'

WATTS

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CONCRETE BASIN

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W. 32ND ST

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PLACE

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PUMP STATION

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WATTS RESERVOIR

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PROPOSED 16" PVC

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PROPOSED 16" PVC

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PROPOSED 16" PVC

AutoCAD SHX Text 6'

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12" AC (TO BE ABANDONED)

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12" AC (TO BE ABANDONED)

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HIGH ST

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W 31ST ST

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W 31ST ST

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COUNTRY CLUB DR

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8TH AVE

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PUEBLO GOLF COURSE

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COUNTRY CLUB

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PROPOSED 16" PVC

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PROPOSED HDPE

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DIRECTIONAL DRILL

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BY OTHERS

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PROPOSED 16" PVC

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PROPOSED 16" PVC

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PROPOSED 16" PVC

AutoCAD SHX Text 7'

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ELEVENTH FAIRWAY

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PUEBLO GOLF COURSE

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COUNTRY CLUB

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HIGH ST

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W. 32ND ST

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PROPOSED 16" PVC

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PROPOSED 16" PVC

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12" AC (TO BE ABANDONED)

AutoCAD SHX Text Sheet 3 Of 9

AutoCAD SHX Text Board of Water Works

AutoCAD SHX Text of Pueblo, Colorado

AutoCAD SHX Text Date:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text

FILE:

AutoCAD SHX Text 1" = 50'

AutoCAD SHX Text Scale:

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PN:

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ACAD FILE NAME

AutoCAD SHX Text 319 West Fourth Street P.O. Box 400 Pueblo, CO 81002

AutoCAD SHX Text

CITYWIDE MAIN RENEWALS-16 INCH

AutoCAD SHX Text 255116

AutoCAD SHX Text

255116PROP

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SEPTEMBER 2025

AutoCAD SHX Text

MDRC

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MATCH LINE B-SEE THIS SHEET

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MATCH LINE A-SEE THIS SHEET

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MATCH LINE B-SEE THIS SHEET

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MATCH LINE A-SEE THIS SHEET

AutoCAD SHX Text PROPOSED 24"x16" Weld-On Tap With 16" Class D Flange Connection Existing 24" Steel (E&W) 16" FLG x MJ Gate Valve To Typical Air Valve Assembly To 16" PVC (S) 1-16" Mechanical Restraint (PVC) *Tap And Valve By Pueblo Water

AutoCAD SHX Text PROPOSED 2-16" MJ 45° Elbows16" PVC (N&S) 4-16" Mechanical Restraints (PVC) *Install Full 20' Joint Of 16" PVC Each Side Of Elbow

AutoCAD SHX Text PROPOSED 16"x6" MJ Tee 16" PVC (N&S) 6" MJ Gate Valve To 8' Of 6" PVC To 6" 11.25° Elbow To 25' Of 6" PVC To Tie-In ToExisting 6" PVC With 6" MJ Sleeve (E) 1-6" Mechanical Restraint (PVC) 1-6" MJ Adapter *Flush/Test From Temporary Blow-Off Prior To Tie-In Of 6" PVC

AutoCAD SHX Text PROPOSED 16" MJ Tee 16" PVC (N&E) 16" MJ Butterfly Valve To 16"x12" PExMJ Reducer To 12" PVC (W) 2-16" Mechanical Restraints (PVC) 1-16" Mechanical Restraint (DI) 9-12" Mechanical Restraint (PVC) 1-16" MJxMJ Adapter *Restrain All Pipe And Fittings to Westerly Tie-In

AutoCAD SHX Text PROPOSED 12" MJ 45° Elbow12" PVC (E&W)

AutoCAD SHX Text PROPOSED 12" MJ 45° ElbowTemporary Blow-Off Assembly Out Of 12" Tap-2" Cap For Flush/Test To Be Replaced With Proposed Elbow (E) 30" Of 12" PVC To Tie-In To Existing 12" AC With 12" Transition Coupling (E&W) *Tie-In Services To New Main Prior To Tie-In To 12" AC

AutoCAD SHX Text PROPOSED 2-16" MJ 11.25° Elbows16" PVC (E&W) 4-16" Mechanical Restraints (PVC)

AutoCAD SHX Text PROPOSED 16" MJ 45° Elbow16" PVC (N&S) 2-16" Mechanical Restraints (PVC) *Install Full 20' Joint Of 16" PVC Each Side Of Elbow

AutoCAD SHX Text PROPOSED 16" MJ 11.25° Elbow16" PVC (N&S) 2-16" Mechanical Restraints (PVC)

AutoCAD SHX Text PROPOSED 16"x8" MJ Tee 8" MJ Gate Valve To 30" Of 8" PVC To Tie-In To 8" AC With 8" Transition Coupling (W) 16" PVC (N&S) 1-8" Mechanical Restraint (PVC) 1-8" MJ Adapter Install Temporary Lowering Under 8" AC If Necessary To Keep 500 Blk Of W. 32nd Street In Service

AutoCAD SHX Text PROPOSED Cross Over/Under Existing 12" AC

AutoCAD SHX Text PROPOSED 16"x12" MJ Tee 12" MJ Gate Valve To 35' Of 12" PVC To Tie-In To Existing 12"x8" Cross With 12" PVC 16" PVC (N&S) 1-12" Mechanical Restraint (PVC)

AutoCAD SHX Text PROPOSED Cross Over/Under Existing 8" AC

AutoCAD SHX Text PROPOSED Cross Over/Under Existing 12" PVC

AutoCAD SHX Text PROPOSED 2-16" MJ 11.25° Elbows16" PVC (E&W) 4-16" Mechanical Restraints (PVC)

AutoCAD SHX Text PROPOSED 16" MJ 22.5° Elbow5' Of 16" PVC To Tie-In To 16" MJ Butterfly Valve With 16" PVC (E) 16" PVC (W) 3-16" Mechanical Restraints (PVC) *Install Full 20' Joint Of 16" PVC West Of Elbow

AutoCAD SHX Text PROPOSED 16" MJ Tee 16" MJ Butterfly Valve To 16" PVC (E) 16" MJ Plug (S) 16" PVC (N) *Restrain Pipe North To Proposed 16"x12" Tee 4-16" Mechanical Restraints (PVC) 1-16" MJ Adapter

AutoCAD SHX Text PROPOSED Cut-In 8" MJ Gate Valve With 5' Of 8" PVC And 2-8" Transition Couplings 2-8" Mechanical Restraints (PVC)

AutoCAD SHX Text Future Butterfly Valve And Air Valve To Be Installed By Others

AutoCAD SHX Text NOTES 1. Surface Replacement thickness shall be 6" Asphalt on 24" Surface Replacement thickness shall be 6" Asphalt on 24" of Flowable Fill in paved arterial roadways and 4" Asphalt on 24" of Flowable Fill in paved local roadways. 2. Compaction testing of subgrade material required per City Compaction testing of subgrade material required per City of Pueblo Specifications 3. All proposed water main shall cross over/under existing All proposed water main shall cross over/under existing utilities including water mains unless otherwise noted 4. All fittings shall be restrained with concrete thrust blocks All fittings shall be restrained with concrete thrust blocks per typical thrust block detail 5. City of Pueblo will require 2" Mill & Overlay from curb & City of Pueblo will require 2" Mill & Overlay from curb & gutter to crown of road in High Street & W. 32nd Street where proposed water main trenches exist. .

AutoCAD SHX Text PROPOSED Cut & Plug 1-12" MJ Cap With 30" Of 12" PVC And 1-12" Transition Coupling

AutoCAD SHX Text PROPOSED 16"x6" MJ Tee Typical Fire Hydrant Assembly (E) 16" PVC (N&S)

AutoCAD SHX Text PROPOSED Remove Existing Fire Hydrant

AutoCAD SHX Text PROPOSED 16"x6" MJ Tee Typical Fire Hydrant Assembly (S) 16" PVC (E&W)

AutoCAD SHX Text PROPOSED Cut & Plug 1-12" Blind Flange

AutoCAD SHX Text PROPOSED Cruss Under Existing Concrete Culvert

AutoCAD SHX Text PROPOSED Start Camera Of 8" Sanitary Sewer Before And After Installation Of 16" Water Main *By City Of Pueblo Sanitary Sewer Department

PROPOSED End Camera Of 8" Sanitary Sewer Before And After Installation Of 16" Water Main *By City Of Pueblo Sanitary Sewer Department

ABANDONED

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2" STEEL (PRIVATE)

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2ND AVE

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W. 30TH ST

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W 29TH ST

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2ND AVE

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W 31ST ST

AutoCAD SHX Text 8'

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PROPOSED 16" PVC

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PROPOSED 16" PVC

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PROPOSED 16" PVC

AutoCAD SHX Text 7'

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3RD AVENUE

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W 31ST ST

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PUEBLO GOLF…

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File details come from the government source that posted it. Updated Oct 21, 2025.