Project Background for Trenchless Water Main Replacement Program Major Project Team Members : -City of Livonia and Department of Public Works - Prof.
|
|
- Lambert Black
- 6 years ago
- Views:
Transcription
1 MI-AWWA / MWEA Joint Conference e August 13, 2010 Soaring Eagle Resort & Conference Center Livonia s Water System Winning Solution in Tough Times Concept to Construction HDPE Pipe Bursting / Prechlorinated Water Mains City of Livonia, Michigan Bruce Kuffer, PE Consulting Engineer Municipal Water and Sewer
2 Project Background for Trenchless Water Main Replacement Program Major Project Team Members : -City of Livonia and Department of Public Works - Prof. Engineering Firm Hubbell, Roth & Clark, Inc. - Prof. Contractor Murphy Pipeline Contr., Inc. - City Residents, Businesses and Customers
3 Project Background for Trenchless Water Main Replacement Program Project Particulars : - City Field Crew first identified project footage in Multiple Breaks & Low Pressure Areas - Residential, Major Cross Streets & Easements with congested utilities, traffic & mature landscaping - 27,000 LF water mains identified for Rehabilitation or Replacement.. 40 to 60 years old Cast Iron mostly - Prechlorinated Plastic HDPE water mains through Pipe Bursting.. Unknown to many communities - Engineering Firm selected in 2006 using QBS (Qualification Based Selection) Process.. Best fit for budget price.. Not established city consultant.. Cost saving & creative approach
4 Project Background for Trenchless Water Main Replacement Program Project Particulars (continued) : - Engineering Firm visited Fort Wayne, Indiana to see prechlorinated installation.. very impressed.. then presented to Livonia DPW, Project Staff and Management - Key Livonia staff Mayor (Jack Kirksey) DPW Director (Pat Hogan) Supt. Water & Sewer (Jim Zambaris) City Engineer (Kevin Roney) - Key Hubbell Roth & Clark staff Project Manager (Dan Mitchell) Principal (Walter Alix) - Key Murphy Pipeline Contractors & Other Companies staff Project Manager (Todd Grafenauer) ISCO Industries, Distributor (Steve Cantwell) Charter Plastics, HDPE Pipe Manufacturer
5 Project Background for Trenchless Water Main Replacement Program Project Particulars (continued) : - Engineering Firm proposed alternate bid choices of materials. Approved Materials - High Density Polyethylene (HPDE, SDR 11) Ductile Iron (poly wrapped, CL 54) Other Materials - Evaluated for Present & Future Projects Pressure Class Ductile Iron Poly-Vinyl Chloride (PVC) - Firm Allowed Bid Contractors to decide construction method *. Trench Excavation (Open Cut) OR Pipe Bursting + Horizontal Directional Drilling (Trenchless) * NOTE: Other Engineering Firms decided on construction method street by street before bidding, no contractor involvement.
6 Project Background for Trenchless Water Main Replacement Program Project Particulars (continued) : - Bid Documents Preparation Open-Cut Base Bid with Pipe-Bursting Alternates: Base Bid = 4,000LF of New 8-12 Main Alternates A & B = Open-Cut vs. Pipe-Bursting - Considered Characteristics of Open-Cut and Pipe Bursting - Log Job Utilizing City GIS with Supplemental Survey - Phased Construction
7 Open-Cut Characteristics Ductile Iron (DI) Pipe Surface Restoration along Entire Length Required - Lawn, pavements, etc. - Mature trees of real concern Full Topographical Survey Required - Property boundaries, trees, utilities, etc.
8
9 Pipe-Bursting Characteristics High Density Polyethylene (HDPE) Pipe Temporary Water Service Required Reduced Surface Restoration Required -Appurtenances and service leads - Bends and deflections a problem Limited Background Information Required - GIS (Using existing information)
10
11
12 Construction Contract Pre-Award Meetings Indicated Qualified Contractors Project bid with Open Cut vs. Pre-chlorinated Pipe Bursting 14 Total Bids received June 12, 2007 Bid Opening - Murphy Pipeline ($2.8 million) Base + Alt B (Pipe-Bursting) - Bricco Excavating ($3.0 million) Base + Alt A (Open-Cut & Pipe-Bursting) Recommended Award to Murphy on June 25 th Murphy with Pre-Chlorinated Pipe Bursting Low Qualified $2.8 Million Bids Expired 90 Days after Opening ( ) Would Contractors Honor Bid Unit Prices? YES
13 BEST Construction Package Achieved! Pipe Bursting 24,000 LF from 6 to 8 Dia., 8 to 8, 8 to 12 Horizontal Directional Drilling 3,000 LF to loop dead ends and better pressure distribution Pre-chlorinated Pipe Bursting $210,000 less than Open-Cut and $900,000+ less than initial estimates!!! RESULT = Best Methods and Price Package for City + Savings allowed Bonus Water Main Footage
14 Moving Forward Construction Start Early May 2008 Construction Contract Completion October 15, 2008 Project Scope Remained the Same - 27,000 LF of 8-12 Water Mains - Replace Exist. Water Main 14 Areas & Install New Mains 2 Areas Preliminary i Construction ti Estimate t = $3.75 Million Contractor Award for Project Scope (same) = $2.8 Million Proceeded with Original Recommendation Public Information Program Implemented
15 N
16 Livonia, Michigan Typical Project Routes / Neighborhood Streets Gill Road
17 Field Demonstration / July 31, 2008 Gill Road Pre-Chlorinated Pipe Bursting 450 LF Existing 8-Inch Cast Iron Water Main Replaced with 8-Inch HDPE Plastic
18 HDPE Water Main Pipe Identification
19 Initial Pipe Layout for Heat Fusion Process
20 Fusion Machine Preparing Pipe Ends for Fusion
21 Heat Fusion and Cool Down Phases
22 Fused HDPE Water Main Pipe Bursting Begins
23 HDPE being Installed as Iron Pipe Bursting Begins
24 Open-Cut Observation Trench Pipe Bursting Demonstration ti
25 1 st Entering Trench Approaching Existing Valve
26 Bursting Existing Ductile Iron Valve
27 New HDPE Water Main Moving Toward Branch Line Valve
28 Old Iron Main & Valves Burst New HDPE Water Main Installed
29 Pipe Bursting Head Entering Exit Pit
30 Pipe Bursting Completed 450 LF of HDPE Water Main Installed
31 Livonia s Water System Prechlorinated HDPE by Pipe Bursting Project Results 25,000 LF of existing 6 & 8 Cast Iron replaced with 8 HDPE 4,200 LF of existing 8 &12 Cast Iron replaced with 12 HDPE 1, LF of new 8 HDPE by HDD Average of 470 LF replaced per day
32 Project TEAM Awards City of Livonia HUGE FINANCIAL SAVINGS from strong creative project team members & key staff $900,000+ SAVED over Initial Estimates $210,000 SAVED at the Bid Table Savings Produced More Improvements Original 27,000 LF Increased to 30,300 LF of 8 & 12 HDPE Plastic = 12.2% MORE FOOTAGE PLUS!!!
33 Project TEAM Awards Michigan APWA Project of the Year City of Livonia + Hubbell Roth & Clark, Inc. + Murphy Pipeline Contractors, Inc. Environment Less Than $5 Million State, Regional and National Presentations about the Project by various Team Members PLUS!!!
34 US Conference of Mayors NATIONAL RECOGNITION Mayors Water Council Feature Article Spring 2009 Newsletter (Nationwide id Circulation) i Livonia Mayor Mr. Jack Kirksey
35 National Magazine Article Trenchless Technology Magazine / August 2009 Feature Article
36 Questions & Answers Bruce G. Kuffer, PE Engineer / Consultant.. Municipal Water & Sewer Home Office: Mobile: bgkengineer@acd.net
Pipe-Bursting Success with AC Pipe
Texas Municipal Utilities Association Annual Conference Inn on Barons Creek January 26, 2012 Pipe-Bursting Success with AC Pipe Pre-chlorinated Pipe Bursting to Replace Potable Waterlines in Round Rock,
More informationFUSIBLE PVC PIPE SYSTEMS Fusible C-900 Fusible C-905 FPVC
Fusible C-900 Fusible C-905 FPVC Installations Trenchless Horizontal directional drilling Sliplining Pipe bursting Jack-and-bore carrier pipe Open-Cut Applications Features and Benefits Gasketless, leak-free,
More informationGo Big, Go Fast, Trenchless Emergency Response to the City of Fort Lauderdale. Murphy Pipeline Contractors, Inc.
Go Big, Go Fast, Trenchless Emergency Response to the City of Fort Lauderdale Presentation Outline 1. About the Team 2. Project Background 3. The Challenges 4. Planning & Phasing Trenchless Technologies
More informationPipe Bursting Services. pipe bursting. services
Pipe Bursting Services pipe bursting services We have decades of experience solving the really big problems. Concern over the condition of the nation s infrastructure has caused government, municipalities,
More informationFully Structural Renewal of 39-inch PCCP Water Transmission Main with Swagelining and HDPE
Caribbean Water & Wastewater Conference 2015 Topic: Water & Wastewater Pipeline Rehabilitation, Trenchless Technology Fully Structural Renewal of 39-inch PCCP Water Transmission Main with Swagelining and
More informationPipe User Group. Tuesday March 14, Walnut Creek, CA. Matt Wassam
Pipe User Group Tuesday March 14, 2017 Walnut Creek, CA Matt Wassam 720-333-4500 Agenda AWWA M-28 liner definitions brief overview What information is required to bid a project? Technology Overview Transmission
More informationA Trenchless Approach to Lift Station Elimination
A Trenchless Approach to Lift Station Elimination PRESENTED BY: SCOTT MAUGHN, P.E. DANIEL HUFFINES, P.E. FSAWWA Fall Conference November 27, 2018 1 AGENDA Project Background Preliminary Investigations
More informationGoals of today s presentation
Fast-tracked Fircrest Pipe Bursting Project Leads to Success Darrel Frame, P.E. - Civil Engineer - Murray, Smith and Associates, Inc. Goals of today s presentation Review of City of Fircrest Pipe Bursting
More informationSwagelining for Water Transmission & Sewer Force Main Renewal 16 through 65.
Swagelining for Water Transmission & Sewer Force Main Renewal 16 through 65 www.murphypipelines.com Murphy Pipelines Services For 2 through 65 Water & Force Main Replacement Trenchless Design Design Build
More informationSliplining 36-in. PCCP with Fusible PVC - DC Water's Long-Term Control Plan 'Division E'
North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 Paper MA-T4-02 Sliplining 36-in. PCCP with Fusible PVC - DC Water's Long-Term Control
More informationSpecial Research Study. Comparison of Water Pipe Installation Lengths and Costs in Michigan: Port Huron, Grand Rapids, Monroe, and Livonia
Special Research Study Comparison of Water Pipe Installation Lengths and Costs in Michigan: Port Huron, Grand Rapids, Monroe, and Livonia Client: American Chemistry Council BCC Research 49 Walnut Park
More informationPipe Bursting Water Mains
Pipe Bursting Water Mains Process, Design, Construction, and Case Studies George C Mallakis Regional Manager TT Technologies, Inc. www.tttechnologies.com What is Pipe Bursting? trenchless rehabilitation
More informationGENERAL INFORMATION AND REQUIREMENTS
GENERAL INFORMATION AND REQUIREMENTS 1.0 BOARD S STANDARD SPECIFICATIONS: Copies of these Standard Specifications for Water Mains, Sanitary Sewers and Sewage Pumping Stations may be purchased from the
More informationSelecting Watermain Materials for Replacement Projects
April 28, 2015 Selecting Watermain Materials for Replacement Projects Presenter: Jonathon P. Meyer, P.E. Senior Project Engineer Acknowledgements Central Lake Joint Action Water Agency Village of Oak Lawn
More informationHow PGW Manages Pipeline Installation in a Congested Underground. Presentation by Mike Parzanese Project Manager Construction Philadelphia Gas Works
How PGW Manages Pipeline Installation in a Congested Underground Presentation by Mike Parzanese Project Manager Construction Philadelphia Gas Works Summary Philadelphia by the numbers Philadelphia Gas
More informationIndex to Technical Specifications
Index to Technical Specifications Item Number Subject I II EXCAVATION 1.01 Trenching and Excavation Regulations 1.02 Site Grading or General Excavation 1.03 Structural Excavation 1.04 Trench Excavation
More informationNo-Dig Technology is the art and science of pipes, ducts and cables using techniques that minimizes / eliminates the need for excavation, i.e.
No Dig Technology Introduction: No-Dig Technology is the art and science of installing, repairing or renewing underground pipes, ducts and cables using techniques that minimizes / eliminates the need for
More information1. B16.1 Cast Iron Pipe Flanges and Flanged Fittings, Class C 111 Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings
SECTION 33 34 00 SANITARY FORCE MAIN PART 1 GENERAL 1.1 SCOPE OF WORK A. This section specifies the requirements for furnishing and installing sanitary force main and appurtenances. The pipe shall be of
More informationKey I/I Reduction Plan Components
MARCH 24, 2015 Brad D. Werner, P.E. Key I/I Reduction Plan Components Understanding of the Collection System Developing solid Ordinances and Policies Long-Range Plan Development Capital Project Implementation
More informationWASHOE COUNTY COMMUNITY SERVICES DEPARTMENT GRAVITY SEWER COLLECTION DESIGN STANDARDS
GRAVITY SEWER COLLECTION DESIGN This section of the manual contains the Washoe County Community Services Department (CSD) standards for: INDEX Designing Gravity Sewer Collection Facilities ( Sewer Design
More informationClay County Utility Authority Utilization of Trenchless Water & Wastewater Pipeline Installation
North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 TA-T2-04 Clay County Utility Authority Utilization of Trenchless Water & Wastewater
More informationThe Metropolitan Sewer District of Greater Cincinnati
The Metropolitan Sewer District of Greater Cincinnati Dry Run Area Sewers, Phase 1 and Phase 2 Contract A, Project ID 10270000_10270005 Date Issued: 03/25/2010 ADDENDUM NO. 2 This addendum will only be
More informationWASHOE COUNTY DEPARTMENT OF WATER RESOURCES GRAVITY SEWER COLLECTION DESIGN STANDARDS
GRAVITY SEWER COLLECTION DESIGN This section of the manual contains the Washoe County Department of Water Resource s (DWR) standards for: Designing Gravity Sewer Collection Facilities ( Sewer Design Standards
More informationRowlett Cottonwood Transfer Sewer: 60" RCP Sanitary Sewer Rehabilitation Project. TACWA Meeting
Rowlett Cottonwood Transfer Sewer: 60" RCP Sanitary Sewer Rehabilitation Project TACWA Meeting September 25, 2009 North Texas Municipal Water District Project Background 1. Rowlett-Cottonwood Transfer
More informationSUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION POLYETHYLENE PRESSURE PIPE
SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION 33 11 13.24 POLYETHYLENE PRESSURE PIPE PART 1 GENERAL... 2 1.1 Description... 2 1.2 Reference Specification... 2 1.3
More informationInfrastructure Solutions Pressure Pipe Overview
Infrastructure Solutions 2017 Pressure Pipe Overview Pipe problems Costly repairs & lost revenue Water quality Water main breaks Water loss Leaking pipes Flow capacity Aging pipelines 2 Infrastructure
More informationA Progressive Solution to Materials Used for Water Infrastructure. Tyler W. Pierce. University of Central Florida
Running Head: A PROGRESSIVE SOLUTION FOR WATER INFRASTRUCTURE 1 A Progressive Solution to Materials Used for Water Infrastructure Tyler W. Pierce University of Central Florida A PROGRESSIVE SOLUTION FOR
More informationITEM NO. 824 SERVICE SUPPLY LINES (WATER)
ITEM NO. 824 SERVICE SUPPLY LINES (WATER) 824.1 DESCRIPTION: This item shall consist of water service supply lines installation and adjustment installed in accordance with these specifications and as directed
More informationRFB for Wastewater Force Main #3. October 2, Addendum 3: Clarifications and Questions from Pre-Bid Meeting Answered
RFB for Wastewater Force Main #3 October 2, 2015 Addendum 3: Clarifications and Questions from Pre-Bid Meeting Answered The proposed force main will be required to transmit up to 1000 gallons of wastewater
More informationTOWN OF MOUNT PLEASANT WESTCHESTER COUNTY, NEW YORK
TOWN OF MOUNT PLEASANT WESTCHESTER COUNTY, NEW YORK COST EVALUATION FOR ROLLING HILLS AREA WATER MAIN EXTENSION PROFESSIONAL CONSULTING, LLC. Octagon 10, Office Center 1719 Route 10, Suite 225 Parsippany,
More informationReplacing Critical Force Mains Using HDD Methods in Coastal Areas of the City of Sarasota
North American Society for Trenchless Technology (NASTT) NASTT s 2014 No-Dig Show Orlando, Florida April 13-17, 2014 Paper TM2-T2-04 Replacing Critical Force Mains Using HDD Methods in Coastal Areas of
More informationWhy Use PolyPipe? Quality Assurance in Product Design and Materials
Why Use PolyPipe? PolyPipe offers a complete range of extra high molecular weight (EHMW), high-density polyethylene (HDPE) pipe. We are known for state-of-the-art facilities, and a team of people dedicated
More informationSan Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER)
San Antonio Water System Standard Specifications for Construction ITEM NO. 824 SERVICE SUPPLY LINES (WATER) 824.1 DESCRIPTION: This item shall consist of water service supply lines adjustment and installation
More informationMEMORANDUM TO THE INDUSTRY
MEMORANDUM TO THE INDUSTRY TO: FROM: All Builders, Developers, Engineers, Site Contractors, and Distributors Engaging in the Installation of Loudoun Water s Systems Huy Tran P.E., LEED AP, Manager of Land
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 01026 PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values E. Application for Payment 1.2 EXPLANATION AND DEFINITIONS A. The following
More informationPublic Hearing December 12, 2013
Public Hearing December 12, 2013 Commission s Water Transmission System Finished Water Transmission System South Transmission Main South Transmission Main Route South Main Replacement Route from Provin
More informationCHAPTER 8 WATER SUPPLY SYSTEM
CHAPTER 8 WATER SUPPLY SYSTEM 8-1 INTRODUCTION These improvement standards shall govern the engineering design of all domestic water systems intended for operation and maintenance by the County of Sutter
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 01025 - MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01. BASIS FOR MEASUREMENT AND PAYMENT Measurement and Payment will be made for only those items included in the Schedule of Unit Prices or Contract
More informationAlliance for PE Pipe Taking the Plunge. Alliance for PE Pipe Who we are. A Fresh Perspective on an Old Problem ALLIANCE FOR ALLIANCE FOR ALLIANCE FOR
pepipe ALLIANCE FOR Responsible Infrastructure pepipe ALLIANCE FOR Responsible Infrastructure A Fresh Perspective on an Old Problem pepipe ALLIANCE FOR Responsible Infrastructure pepipe ALLIANCE FOR Responsible
More informationVirgin Valley HDD Cased Crossing
North American Society for Trenchless Technology (NASTT) NASTT s 2018 No-Dig Show Palm Springs, California March 25-29, 2018 TA-T6-04 Virgin Valley HDD Cased Crossing Sam Senn, Forsgren Associates, Inc.,
More informationGeotechnical Investigations Water Main Construction
Geotechnical Investigations Water Main Construction GHD Water Andrew R. Glitzer, P.E. Sr. Project Engineer Water Main Construction Why Consider Geotechnical Evaluations? Not a typically a part of routine
More informationDRINKING WATER LINE INSTALLATION STANDARDS
30" MIN. 72" MAX. ORIGINAL GROUND SURFACE BACKFILL WITH A-1-a OR NATIVE MATERIAL PER APWA STANDARDS. MATERIAL MUST MEET APWA STANDARD FOR GRANULAR BORROW. COMPACT BACKFILL ABOVE PIPE ZONE TO 96% DENSITY
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 012000 Applies only to Collier County Public Utilities Projects or Works and Utilities Portions of Collier County Transportation Projects, but not to Private Developments PART 1 GENERAL 1.1 SECTION
More informationPERFORMANCE PIPE DRISCOPLEX 4000/4100 Pipe Water and Wastewater Piping Systems
PERFORMANCE PIPE DRISCOPLEX 4000/4100 Pipe Water and Wastewater Piping Systems Corrosion Resistant Leak Proof Fused Joints Ideal for Trenchless Applications Flexible Hydraulically Efficient Will Not Tuberculate
More informationLarge Diameter Pipe Bursting
Water Research Foundation Large What Pressure is Pipe Pipe Structural Bursting? Rehabilitation Conference Metropolitan Water District - 700 North Alameda, Los Angeles -January 20, 2016 Large Diameter Pipe
More informationWhat do you mean we can t do HDD?
Clark Public Utilities Salmon Creek Crossing What do you mean we can t do HDD? Presented by Matt Hickey, PE Murray, Smith & Associates, Inc. and Russ Knutson, PE Clark Public Utilities Project Team Clark
More informationAPPENDIX C TECHNICAL SPECIFICATIONS HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS
PART 1 GENERAL 1.01 DESCRIPTION: C TECHNICAL SPECIFICATIONS HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS Scope This section specifies high density polyethylene pipe (HDPE) and fittings for water
More informationF. Provide at least 2 feet of vertical separation between a water line and any utility or stormdrain crossing it.
Section 3 F. Provide at least 2 feet of vertical separation between a water line and any utility or stormdrain crossing it. 3.8 Highway Crossings The design engineer shall, prior to the design of any highway
More informationSPECIAL SPECIFICATION 5925 Polyvinyl Cloride (PVC) Sewer Pipe and Fittings
1993 Specifications CSJ 0144-01-060 SPECIAL SPECIFICATION 5925 Polyvinyl Cloride (PVC) Sewer Pipe and Fittings 1. General. (1) Scope. This Section includes the furnishing, installation, and subsequent
More informationPaper MA-T4-04 Six Miles of Fusible PVC Pipe Used to Rehabilitate Water Line in Rural Wyoming via Trenchless Construction
North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show Denver, Colorado March 15-19, 2015 Paper MA-T4-04 Six Miles of Fusible PVC Pipe Used to Rehabilitate Water Line in Rural
More informationOHIO UNIVERSAL MARKING STANDARDS APWA COLORS or
OHIO UNIVERSAL MARKING STANDARDS APWA COLORS The American Public Works Association recommended color code shall be used to mark the location of underground facilities, temporary survey markings, and site
More informationEast US Route 36 Sewer Extension Addendum #1
East US Route 36 Sewer Extension Addendum #1 To: All Bidders From: Tyler Bumbalough, City Engineer Date: May 22, 2014 Re: Horizontal Directional Drilling Alternate #1; Soil Boring Report for Pump Station;
More informationUNIVERSITY OF MISSOURI Hydronic Energy Distribution 2016 Q1
GENERAL: The scope of this document is to provide instruction for the installation and testing of chilled water piping installed for the University of Missouri. DESIGN GUIDELINES: 1. Materials 1.1. Pipe
More informationSECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE)
SECTION 02623 HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS (PRESSURE PIPE) PART 1 - GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and install high density
More informationDennis Shumard, P.E. Product Support Manager EBAA Iron Sales, Inc
Dennis Shumard, P.E. Product Support Manager EBAA Iron Sales, Inc Present a New, Alternative Material for HDD Pipe Installation Discussion Points Project Description Contractor Submittal Process Engineering
More informationOAK MARSH PHASE II FEASIBILITY REPORT CITY OF MANKATO MINNEOSTA. January 20, 2015 Project No
PHASE II FEASIBILITY REPORT CITY MINNEOSTA January 20, 20 Project No. 14 I. INTRODUCTION Oak Marsh Phase II is a residential development on a parcel of land located in the Southern portion of the City
More informationCS-13 TRENCHLESS TECHNOLOGY TABLE OF CONTENTS
TABLE OF CONTENTS CS-13.0 Trenchless Technology... 1 CS-13.1 Location of Existing Services... 1 CS-13.2 Alignment... 1 CS-13.3 Directional Drilling... 1 CS-13.4 Pipe Thrusting... 2 CS-13.5 Guided Boring/Auger
More informationCharacteristics and Typical Uses of PE100 RC Materials and Pipes. MCsSz Conference, Budapest January 2017 Dr. Patrik Schneider, PE100+ Association
Characteristics and Typical Uses of PE100 RC Materials and Pipes MCsSz Conference, Budapest January 2017 Dr. Patrik Schneider, PE100+ Association 30/01/2017 2 PE100+ Association Since 1999, PE100+ Association
More informationCity of Berkley, Michigan Harvard Road Reconstruction & Water Main Replacement Project FREQUENTLY ASKED QUESTIONS (FAQ)
FREQUENTLY ASKED S (FAQ) The purpose of this document is to provide detailed information about the Harvard Road Reconstruction & Water Main Replacement Project. This project will directly affect residents
More informationCITY OF LA MARQUE, TEXAS CHAPTER 3 WATER SYSTEM DESIGN CRITERIA
CITY OF LA MARQUE, TEXAS CHAPTER 3 WATER SYSTEM DESIGN CRITERIA CHAPTER 3 WATER SYSTEM DESIGN 3.1 WATER SYSTEM DESIGN GENERAL 3.1.1 Criteria for the design of water service and water distribution lines
More information2. A preconstruction meeting with the TWA s staff is required prior to initiating construction.
General: 1. Construct utilities in accordance to TWA approved plans and shop drawings. Any deviation from the approved plans shall be approved by the DEVELOPER S ENGINEER and TWA 2. A preconstruction meeting
More informationEXHIBIT E SCHEDULE OF UNIT PRICES
SCHEDULE OF UNIT PRICES TO ACCOMPANY THE BID OF (Bidder/Contractor) ON CALL UTILITY SERVICES AND MISCELLANEOUS CONSTRUCTION FOR SEWER AND WATER LINES SOLICITATION NO.: IFB SA1703 Any bidder who enters
More informationCHARLES COUNTY GOVERNMENT ITB NO WATER & SEWER LINE REPAIR, REPLACEMENT, AND CONSTRUCTION SERVICES
CHARLES COUNTY GOVERNMENT Department of Fiscal and Administrative Services Purchasing Division Telephone: 301-645-0656 September 22, 2016 ITB NO. 17-09 WATER & SEWER LINE REPAIR, REPLACEMENT, AND CONSTRUCTION
More informationPIPE BURSTING GRAVITY SEWER MAINS WITH HDPE PIPE
PIPE BURSTING GRAVITY SEWER MAINS WITH HDPE PIPE SUGGESTED STANDARD SPECIFICATION January, 2012 Prepared by International Pipe Bursting Association Thanks to the following participants for the development
More informationProper Planning & Analysis Results in a Focused, Cost Effective Pipeline Rehab Project Andrew Costa
Proper Planning & Analysis Results in a Focused, Cost Effective Pipeline Rehab Project Andrew Costa Vice President of Sales, East Region Aegion Corporation WHAT TO EXPECT Front End Planning & Early Stage
More informationAPPENDIX B STANDARD CONSTRUCTION DRAWING NOTES
APPENDIX B STANDARD CONSTRUCTION DRAWING NOTES B-1 General Notes: SACWSD Standard Construction Drawing Notes 1. No work shall begin on any water or wastewater construction project until the construction
More informationSECTION HIGH DENSITY POLYETHYLENE PIPE AND FITTINGS
SECTION 02620 PART 1 GENERAL 1.1 SCOPE OF WORK A. Furnish all labor, materials, equipment, and incidentals required to install High Density Polyethylene (HDPE) pressure pipe, fittings, and appurtenances
More informationNorth Harris County Regional Water Authority TABLE OF CONTENTS. CONTRACT DOCUMENTS Section No. Title
TABLE OF CONTENTS CONTRACT DOCUMENTS 00001 Inside Title Page 00003 Table of Contents 00004 List of Drawings 00020 Invitation to Bid 00100 Instructions to Bidders 00300 Bid 00500 Agreement 00610 Construction
More informationDIVISION 33 UTILITIES SPECIFICATION : HORIZONTAL DIRECTIONAL DRILLING
1.1 DESCRIPTION DIVISION 33 UTILITIES SPECIFICATION 330523: HORIZONTAL DIRECTIONAL DRILLING PART 1.0 GENERAL 1.1.1 The directional drilling method is a multi-stage process that involves site preparation
More informationTECHNICAL SPECIAL PROVISION PIPE BURSTING BISCAYNE ISLAND DRAINAGE IMPROVEMENTS PROJECT NO.: B-30588
TECHNICAL SPECIAL PROVISION PIPE BURSTING BISCAYNE ISLAND DRAINAGE IMPROVEMENTS PROJECT NO.: B-30588 Mayor Tomas P. Regalado Commissioner Wilfredo Willy Gort, District 1 Commissioner Marc Sarnoff, District
More informationWATER SUPPLY CODE. of Australia. WSA Version 2.3
WATER SUPPLY CODE of Australia WSA 03-2002 Version 2.3 Water Supply Code of Australia WSA 03 2002 Second Edition Version 2.3 Previous edition WSA 03: 1999 CONTENTS PREFACE 6 INTRODUCTION 9 PART 0: GLOSSARY
More informationIvins City Standard Specifications for Design and Construction Part 2 Engineering and Design Standards
2.9. WATER SYSTEM DESIGN Ivins City Standard Specifications for Design and Construction All culinary water mains and appurtenances shall be designed to provide for adequate future service for all contiguous
More informationREVISED PER ADDENDUM No. 1 - Unit Price Bid Schedule
1. Mobilization, Insurance, Bonds, General Requirements, BMPs, Record Drawings, Testing Requirements, Utility Location, Demobilization and Site Maintenance. 1 L.S. 2. Supply and install complete 384,238
More informationSECTION WASTEWATER FORCE MAINS
SECTION 02732 WASTEWATER FORCE MAINS PART - GENERAL 1.01 GENERAL: A. This section includes the general requirements for design and installation of force main systems serving wastewater lift stations. B.
More informationSECTION PUBLIC WATER SERVICE CONNECTIONS
SECTION 33 14 14 PUBLIC WATER SERVICE CONNECTIONS PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Pipe and fittings for water service connections to small commercial, light industrial, and residential
More informationCITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS SECTION 00005B TABLE OF CONTENTS ***CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS***
00005B *** *** BOLD ITALICIZED Item is bound within this specification manual. Regular non-italicized Item is not bound within this specification manual, however item is part of the contract. Contents
More informationSewer Siphon Pre-Design Report for the Santa Clara River Crossing at Vista Canyon (2009)
Sewer Siphon Pre-Design Report for the Santa Clara River Crossing at Vista Canyon (2009) TABLE OF CONTENTS PAGE NO. CHAPTER 1 INTRODUCTION... 1 BACKGROUND AND EXISTING FACILITIES... 1 CHAPTER 2 DESIGN
More informationFDOT REF. ITEM DESCRIPTION
EXHIBIT B NAPLES BASIN V Stormwater Improvements BID TABULATION SUMMARY OF PAY ITEMS FDOT REF. ITEM DESCRIPTION Est. Quant. Cost 0 Mobilization LS 02 2 Maintenance of Traffic LS 3 Preconstruction Audio/Video
More informationCONSTRUCTION SPECIFICATION FOR CEMENT MORTAR LINING OF WATERMAINS
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 462 NOVEMBER 2009 (Reissued November 2010) CONSTRUCTION SPECIFICATION FOR CEMENT MORTAR LINING OF WATERMAINS TABLE OF CONTENTS 462.01 SCOPE 462.02
More informationUNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS
UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR EXTENDING WATER DISTRIBUTION SYSTEMS SECTION 2 DESIGN STANDARDS DESIGN STANDARDS SECTION 2 INDEX ITEM DESCRIPTION 2.00 GENERAL STATEMENT 2.01 WATER DISTRIBUTION
More informationBID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR 2014 WATER MAIN AND SEWER MAIN REPLACEMENT IN EASEMENTS
BID PROPOSAL FOR TOWN OF HIGHLAND PARK, TEXAS FOR 2014 WATER MAIN AND SEWER MAIN REPLACEMENT IN EASEMENTS (Easement 6 & 11, 4200 block of Versailles Avenue and Belclaire Avenue and the 4300 block of Westway
More informationPUBLIC WORKS SKAGIT COUNTY SAMISH ISLAND ROAD SAMISH ISLAND ROAD SLIDE REPAIR
EASEMENT NOTES:. EASEMENT LIMIT SHOWN AS PROVIDED BY. TESC NOTES:. CONTRACTOR SHALL DEVELOP TEMPORARY EROSION AND SEDIMENT CONTROL PLAN AND PROVIDE ONSITE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL)
More informationWater Supply Code of Australia WSA
Supplement to Water Supply Code of Australia Melbourne Retail Water Agencies Edition Version 2.0 This work is the property of Gippsland Water and is protected by copyright. The work and information herein
More informationCAMP BULLIS ROAD 12-INCH WATER MAIN PROJECT Solicitation No.: CO RA Addendum 2 July 22 nd 2016
To Respondent of Record: CAMP BULLIS ROAD 12-INCH WATER MAIN PROJECT Solicitation No.: CO-00082-RA Addendum 2 July 22 nd 2016 This addendum, applicable to work referenced above, is an amendment to the
More informationPIPE BURSTING SUCCESS
GRUNDOCRACK PNEUMATIC PIPE BURSTING SYSTEM PIPE BURSTING SUCCESS STARTS HERE TT Technologies is the world leader in pipe bursting equipment and experience. For over 20 years contractors have relied upon
More informationAgenda for Today s Workshop
Agenda for Today s Workshop 10:00 to 10:45: Introduction Dr. Mo Najafi 10:45 to 11:15: Research and Testing Mr. Jwala Sharma 11:15 to 11:45: Cost Comparison Ms. Trupti Kulkarni 11:45 to 12:00: Lab Tour
More informationWATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS
WATER CONSTRUCTION STANDARDS AND COMPATIBLE UNITS City Utilities of Springfield, Missouri REVISED: 06/18/2018 **DISCLAIMER** IT IS THE RESPONSIBILITY OF THE END USER OF THIS WATER STANDARDS BOOK TO MAKE
More informationCross Bore Remediation Program NGA s 2017 Fall Operations Conference. Saadat Khan P.E. October 13 th, 2017
Cross Bore Remediation Program NGA s 2017 Fall Operations Conference Saadat Khan P.E. October 13 th, 2017 1 What is Cross Bore A cross bore is an occurrence when a gas pipe is drilled through an existing
More informationSustainable Utility Construction: Methods and Techniques
Sustainable Utility Construction: Methods and Techniques September 19, 2011 APWA Congress Denver, Colorado Murv Morehead ROW Coordinator Overland Park, Kansas Monty Zimmerman Row Manager Lenexa, Kansas
More information1. Required Minimum Flow:
SECTION 6 6. 6.01 General The City of Castle Rock Water System Minimum Standards and Specifications are minimum base level performance, design, and construction standards used to maintain uniformity of
More informationCITY OF LOS ANGELES CALIFORNIA Addendum No. 1 June 8, 2016
ERIC GARCETTI MAYOR CITY OF LOS ANGELES CALIFORNIA Addendum No. 1 June 8, 2016 W.O. SZC13025 GARY LEE MOORE, PE, ENV SP CITY ENGINEER Bidders are required to acknowledge receipt of this addendum in the
More informationHDPE. High-Density Polyethylene Pipe Systems. Meeting the challenges of the 21 st century.
HDPE High-Density Polyethylene Pipe Systems Meeting the challenges of the 21 st century 1 Smooth-wall High-Density Polyethylene pipe systems Meeting the challenges of the 21 st century Piping made from
More informationSECTION SANITARY UTILITY SEWERAGE PIPING
SECTION 33 31 00 SANITARY UTILITY SEWERAGE PIPING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Sanitary sewer pipe and fittings. 2. Underground pipe markers. 3. Connection to existing manholes. 4.
More informationSioux City Iowa Utilizes HDD to Install Twin 36 Casings for Sanitary Sewer Siphons
WATER Sioux City Iowa Utilizes HDD to Install Twin 36 Casings for Sanitary Sewer Siphons Presented by Peter Merten, PE, HR Green, Inc. and David Reuter, PE, Underground Solutions UCT Underground Construction
More informationDGR PROJECT NUMBER:
P:\08\010\25\DWG\PIPELINE\TITLE.DWG Plot Date: 8/18/2014 1:52 PM 220TH ST. 210TH ST. 200TH ST. 190TH ST. IRONWOOD AVE. JACKSON AVE. 180TH ST. HWY 75 170TH ST. STANDPIPE "S" ROCK RAPIDS CITY OF HWY 9 DRAWINGS
More informationUBC Technical Guidelines Section Edition Sanitary Sewerage Utilities Page 1 of 6
Page 1 of 6 1.0 GENERAL 1.1 Related UBC Guidelines.1 338201s CCTV Pipeline Inspection (see http://energy.ubc.ca/communityservices/contractors-developers/).2 330130.41s Cleaning of Sewers (link as above)
More informationELEVATION (A - A) PLAN GATE W ELL JOB NO. SHEET NO. DATE MARCH 2015 OF. Gate Wel Dimensions - Inches
CL Gate Wel Opening East Jordan Iron Works, Inc. Manhole Cover No. 1040 (or approved equal) w/ bolted frame 01-APR-2015 15:29 = I:\MSV8i\Plotting\piblack.ptb V:\201001\\C\8x11_Howell_Det\wm_det01_8x11_wm01.dgn
More informationMultiple Design Challenges Require Multiple Installation Techniques for High Pressure Water Line
PA AWWA Conference Bethlehem PA May 8, 2014 Multiple Design Challenges Require Multiple Installation Techniques for High Pressure Water Line Western Berks Water Authority Bern Township Transmission Main
More information