Project Scoping Document. Sherman Terrace Condominium Association Proposed Water Main Replacement Project
|
|
|
- Cuthbert Hood
- 10 years ago
- Views:
Transcription
1 PROJECT SCOPING Project Manager: Project Information: Dennis Cawley, PE Sherman Terrace Condo Assoc. WM Rehab DOCUMENT Draft: 01/27/09 Department: Section: Revised: Madison Water Utility Engineering Approved: Project Scoping Document Sherman Terrace Condominium Association Proposed Water Main Replacement Project Table Of Contents: 1. Project Description 2 2. Alternatives 2 3. Cost Estimate 3 4. Financing 4 5. Operational Costs 5 6. Project Timeline 5 7. Appendix 6 1 of 6
2 PROJECT SCOPING Project Manager: Project Information: Dennis Cawley, PE Sherman Terrace Condo Assoc. WM Rehab DOCUMENT Draft: 01/27/09 Department: Section: Revised: Madison Water Utility Engineering Approved: Scoping Document Sherman Terrace Condo Assoc. WM Rehab 1. Project Description A description of the project, including a map showing existing facilities. The Sherman Terrace Condominium Association currently owns private water mains and building services that serve the residents and facilities on the property (see Exhibit A Existing Infrastructure). The private water infrastructure is connected to a City of Madison s water main at two metered locations on N. Sherman Ave. Under the existing conditions, any water main break or leak events on the private water mains are the responsibility of the condo association. The water mains have a break and leak history that warrants exploring the feasibility of water main replacement by the Madison Water Utility, which would subsequently be owned and maintained by the City of Madison. The Madison Water Utility has prepared three alternative water main replacement plans for the consideration of the Sherman Terrace Condominium Association. 2. Alternatives A description of alternative projects or programs considered. The Madison Water Utility has prepared three preliminary alternatives for consideration by the Sherman Terrace Condominium Association. 1. Alternative 1: Existing Service Alternative (Exhibit B). The Existing Service Alternative was designed to utilize existing building services and plumbing. The proposed water main would be installed in the corridor designated by the yellow dashed line (existing water infrastructure shown as blue). Building service lines would be replaced to a curb-stop to be installed outside each building, with a meter being installed at each building. This alternative requires approximately 3,500 feet of new water main to be installed, and 37 service connections. 2. Alternative 2: Replace 10 Services Alternative (Exhibit C). The Replace 10 Services Alternative was designed to simultaneously conserve the amount of water main to be installed while also limiting the amount building service reconfigurations. The proposed water main corridor is designated by the dashed purple line (existing water infrastructure shown as blue). The buildings designated by a purple circle would require plumbing reconfigurations to allow the building service to enter at a different location. Building service lines would be replaced to a curb stop to be installed at each building, with a meter installed at each building. This alternative requires approximately 3,150 feet of new water main, 27 service connections, and 10 service reconfigurations. M:\DESIGN\WATER\DGN\Sherman Terrace\Engineering Report\Sherman Terrace Scoping Document doc 2 of 6
3 PROJECT SCOPING Project Manager: Project Information: Dennis Cawley, PE Sherman Terrace Condo Assoc. WM Rehab DOCUMENT Draft: 01/27/09 Department: Section: Revised: Madison Water Utility Engineering Approved: Scoping Document Sherman Terrace Condo Assoc. WM Rehab 3. Alternative 3: Replace 19 Services Alternative (Exhibit D). The Replace 19 Services Alternative was designed to minimize the amount of water main to be installed. The proposed water main corridor is designated by the dashed red line (existing water infrastructure shown as blue). The buildings designated by a red circle would require plumbing reconfigurations to allow the building service to enter at a different location. Building service lines would be replaced to a curb stop to be installed at each building, with a meter installed at each building. This alternative requires approximately 2,650 feet of new water main, 18 service connections, and 19 service reconfigurations. 3. Cost Estimate The estimated cost of the project. The following cost estimates are preliminary and are based on general assumptions, not actual or quoted costs. The goal of the preliminary estimates herein is to provide a rough order of magnitude cost for the proposed water main replacement projects in order to determine the feasibility of continuing development of more detailed project plans and estimates. General assumptions:!" Currently, all 37 buildings on the Sherman Terrace Condominium Association property do not have a curb stop between the building and the water main.!" All 37 buildings do not have a meter for building use; subsequently, each condominium also does not have a meter for individual unit use.!"all estimates assume that each building will have a water meter to be billed evenly per unit in each building to minimize building plumbing costs.!" Preliminary estimated cost for curb-curb stop and water meter installation at each building: $2,500.!" Preliminary estimated cost for water service reconfiguration: $5,000.!" Preliminary cost for water main installation: $175 per linear foot of pipe. M:\DESIGN\WATER\DGN\Sherman Terrace\Engineering Report\Sherman Terrace Scoping Document doc 3 of 6
4 PROJECT SCOPING Project Manager: Project Information: Dennis Cawley, PE Sherman Terrace Condo Assoc. WM Rehab DOCUMENT Draft: 01/27/09 Department: Section: Revised: Madison Water Utility Engineering Approved: Scoping Document Sherman Terrace Condo Assoc. WM Rehab 1. Alternative 1 Preliminary Estimate: Existing Service Alternative (Exhibit B). a. Proposed Water Main: 3,500 $175/LF = $612,500 b. Install 37 curb-stops and $2,500 EA = $92,500 c. TOTAL: $705, Alternative 2 Preliminary Estimate: Replace 10 Services Alternative (Exhibit C). d. Proposed Water Main: 3,150 $175/LF = $551,250 e. Install 37 curb-stops and $2,500 EA = $92,500 f. Reconfigure 10 $5,000 EA = $50,000 g. TOTAL: $693, Alternative 3 Preliminary Estimate: Replace 19 Services Alternative (Exhibit D). h. Proposed Water Main: 2,650 $175/LF = $463,750 i. Install 37 curb-stops and $2,500 EA = $92,500 j. Reconfigure 19 $5,000 EA = $95,000 k. TOTAL: $651, Alternative 4 Preliminary Estimate: Maintain Status Quo (Exhibit A). a. Annual water main maintenance and repair costs. Preliminary estimates suggest that a water main replacement project at Sherman Terrace would cost approximately $650,000 to $705,000. Based on these assumptions, Alternative 3 is the lowest cost alternative at approximately $651,250, followed by Alternative 2 at $693,750, and lastly Alternative 1 at $705,000. Given the fact that all of the preliminary estimates vary by a range of less than 8%, it is not recommended that any alternative is designated the preferred alternative until more detailed plans and building service quotes would be determined.!" For example, if building service reconfigurations would be quoted at $8,000 instead of the estimated $5,000, Alternative 3 would be $708,250, Alternative 2 would be $723,750, and Alternative 1 would be the lowest at $705, Financing The proposed method of financing the project. Water main replacement project costs would be the financial responsibility of the Sherman Terrace Condominium Association and would be paid through assessments. M:\DESIGN\WATER\DGN\Sherman Terrace\Engineering Report\Sherman Terrace Scoping Document doc 4 of 6
5 PROJECT SCOPING Project Manager: Project Information: Dennis Cawley, PE Sherman Terrace Condo Assoc. WM Rehab DOCUMENT Draft: 01/27/09 Department: Section: Revised: Madison Water Utility Engineering Approved: Scoping Document Sherman Terrace Condo Assoc. WM Rehab An example estimated assessment is shown below, with the following assumptions:!" There are 37 buildings, 36 of which have condominiums.!" Each condominium building has 6 units (216 total assessments).!" Estimated water main replacement cost of $675,000. Based on these assumptions, each unit would have an assessment of $3,125. Water main assessments would proceed according to City of Madison Ordinance Water Main Assessment Procedure (Appendix A). Also, based upon City of Madison Ordinance Special Assessments Payment In Installments (Appendix B), special assessments may be paid in annual installments with an interest rate determined by the City Comptroller at the time the assessment is levied. 5. Operational Costs The estimated annual operating costs of the project. With a water main replacement project, the operational, maintenance, and repair costs of the infrastructure would be the responsibility of the Madison Water Utility from the water mains to, and including, the curb-stop located at each building. All maintenance between the curb-stop and the customer s units would be the responsibility of the Sherman Terrace Condominium Association. 6. Project Timeline The estimated project timeline, with identifies major project phases and decision points. A water main replacement project at Sherman Terrace will likely require 7 months from authorization to completion. The design phase would require approximately 2 months to prepare construction plans, estimates, specifications, and assessments. The contract approval process would likely take approximately 3 months to allow for public hearings before the Board of Public Works and the Common Council prior to contract execution through the City of Madison standard bidding process. Upon contract authorization, the construction work is estimated to take 2 months to complete. Given that the project is estimated to require 7 months to complete, the Madison Water Utility would need to receive authorization to proceed no later than April 01, 2009 in order to complete the project in M:\DESIGN\WATER\DGN\Sherman Terrace\Engineering Report\Sherman Terrace Scoping Document doc 5 of 6
6 PROJECT SCOPING Project Manager: Project Information: Dennis Cawley, PE Sherman Terrace Condo Assoc. WM Rehab DOCUMENT Draft: 01/27/09 Department: Section: Revised: Madison Water Utility Engineering Approved: Scoping Document Sherman Terrace Condo Assoc. WM Rehab 7. Appendix Documents referenced in the Scoping Document. List of Exhibits and Appendices Existing Infrastructure Exhibit A Existing Service Alternative Exhibit B Replace 10 Services Alternative Exhibit C Replace 19 Services Alternative City of Madison Ordinance Water Main Assessment Procedure City of Madison Ordinance Special Assessments Payments In Installments Exhibit D Appendix A Appendix B M:\DESIGN\WATER\DGN\Sherman Terrace\Engineering Report\Sherman Terrace Scoping Document doc 6 of 6
7
8
9
10
11
12
13
14
15
16
17
Soapstone Sewer Rehabilitation Alternative Concepts Design and Associated Impacts
Soapstone Sewer Rehabilitation Alternative Concepts Design and Associated Impacts Outline Update on Soapstone Emergency Response Provide project background Provide project purpose & need Present proposed
Leak Detection Theory: Optimizing Performance with MLOG
Itron White Paper Water Loss Management Leak Detection Theory: Optimizing Performance with MLOG Rich Christensen Vice President, Research & Development 2009, Itron Inc. All rights reserved. Introduction
SEWER SERVICE LINE REPLACEMENT PROGRAM PROCEDURE Revision No. 1 - Effective January 4, 2016
11 Clearwater Drive Little Rock, AR 72204 SEWER SERVICE LINE REPLACEMENT PROGRAM PROCEDURE Revision No. 1 - Effective January 4, 2016 Section 1 Procedure Background information At the recommendation of
Asset Management Plan
Asset Management Plan Final Report May 2014 EXECUTIVE SUMMARY Adequate municipal infrastructure such as roads, bridges, and underground water and sewage pipes are essential to economic development, citizen
Vendor Selection Overview UNIT PRICES FOR ASBESTOS ABATEMENT & DISPOSAL SERVICES VARIOUS SITES
(ATTACHMENT 11) ACTION ON MONTHLY FACILITIES MATTERS: FMS AWARD OF CONTRACTS, RECOMMENDATION AND REQUEST FOR PROPOSAL OFFICE OF THE SUPERINTENDENT 5225 West Vliet Street P O Box 2181 Milwaukee, Wisconsin
Public Involvement Meeting Handout
Public Involvement Meeting Handout WIS 93 Detloff Drive to WIS 95 Trempealeau County Project ID 7130-01-72 June 18, 2014 5:00 P.M. 401 W. Main Street Arcadia WI Purpose of the meeting The Wisconsin Department
SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix D
SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS Appendix D RIVERDALE CITY CAPITAL FACILITIES PLAN SANITARY SEWER Engineer's Cost Estimate January 2009 Project Name: Riverdale Road - Rumbi Grill -
McGOEY, HAUSER and EDSALL CONSULTING ENGINEERS D.P.C.
McGOEY, HAUSER and EDSALL CONSULTING ENGINEERS D.P.C. 111 Wheatfield Drive, Suite 1 Milford, Pennsylvania 18337 (570) 296-2765 fax: (570) 296-2767 e-mail: [email protected] RICHARD D. McGOEY, P.E. (NY &
Texas Case Studies in Access Management. Ed Hard, TTI
Texas Case Studies in Access Management Ed Hard, TTI 8 th National Conference on Access Management August 15, 2006 Presentation Overview TxDOT Arterial Widenings, College Station, TX Processes for Median
PANTONE Chart Builder 2.5.2 File: MPC2000_2500_3000 Page: 1 of 14
PANTONE Chart Builder 2.5.2 File: MPC2000_2500_3000 Page: 1 of 14 PANTONE Yellow CS C:2 M:9 Y:98 K:0 PANTONE Purple CS C:32 M:74 Y:0 K:0 PANTONE Pro. Yel. CS C:3 M:4 Y:100 K:0 PANTONE Hex. Yel. CS C:0
Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives
North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show Denver, Colorado March 15-19, 2015 MM-T6-05 Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives
RESPONSIBLE DEPARTMENT: ADDITIONAL DIRECTOR (S): ASSISTANT CITY MANAGER: JIM CALLAWAY
CITY COUNCIL AGENDA REQUEST AGENDA OF: 07-01-14 AGENDA REQUEST NO: IV-D INITIATED BY: GREG NICHOLS PROJECT MANAGER RESPONSIBLE DEPARTMENT: ENGINEERING PRESENTED BY: TIMOTHY JAHN, P.E. SENIOR ENGINEER DIRECTOR:
Sanitary Sewer Master Plan
, Illinois Sanitary Sewer Master Plan EXECUTIVE SUMMARY Prepared by September 9, 2010 1670 South Taylorville Road Decatur, Illinois 62521 www.bgmengineering.com Sanitary Sewer Master Plan A. SCOPE OF STUDY
FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
FY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
ENERGY AUDITS AND RETRO- COMMISSIONING Local Law 87
ENERGY AUDITS AND RETRO- COMMISSIONING Local Law 87 Overview Although energy-efficiency retrofits generally result in major cost and energy savings, many buildings are not participating in the audits that
Rehabilitate or Replace 10 Years of the Trenton Water Works Experience
Rehabilitate or Replace 10 Years of the Trenton Water Works Experience Michael L. Altland, PE TWW System & Service Area Outline Previous Cleaning and Lining Programs Replace Versus Rehabilitate Construction
PANTONE ColorVANTAGE Process Simulations of PANTONE solid colors Page: 1 of 14
PANTONE ColorVANTAGE Process Simulations of PANTONE solid colors Page: 1 of 14 PANTONE Yellow CS R:245 G:222 B:0 PANTONE Purple CS R:158 G:56 B:181 PANTONE Pro. Yel. CS R:242 G:227 B:0 PANTONE Hex. Yel.
Alternatives Evaluation Overview
Alternatives Evaluation Overview 124 Alternatives were analyzed against the evaluation criteria Criteria and criteria weighting were set by the Community Task Force Ratings were quantitative and qualitative
CCTV PIPE INSPECTION AND EVALUATION RUNWAY 17L-35R
CCTV PIPE INSPECTION AND EVALUATION For RUNWAY 17L-35R At ST. PETERSBURG CLEARWATER INTERNATIONAL AIRPORT February 2011 CCTV PIPE INSPECTION AND EVALUATION RUNWAY 17L-35R ST. PETERSBURG CLEARWATER INTERNATIONAL
Code Requirements for Existing Buildings
Code Requirements for Existing Buildings Kevin S. Hastings, P.E., LEED AP R. W. Sullivan, Inc. 529 Main St., Suite 203 Charlestown, MA (617) 523-8227 www.rwsullivan.com R.W. Sullivan Engineering (RWS)
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
CID STREET INFRASTRUCTURE ASSESSMENT
ABSTRACT An evaluation of the street infrastructure in Foxberry Estates Phase 1, including pavement condition, verification of construction techniques, and subgrade quality. Recommendations and costs for
AGENDA ITEM C9. COST/FUNDING SOURCE: $431,847.40/ Uniform Rate
AGENDA ITEM C9 DATE: February 2, 2015 TO: FROM: SUBJECT: Matt Jordan, General Manager Charles Carden, Chief Operating Officer South Pasco Transmission Main Condition Assessment Services with Pure Technologies
CFDs, SFIDs, and DEVELOPER FEES
CFDs, SFIDs, and DEVELOPER FEES Sandi Burgoyne, Director Poway Unified School District 13626 Twin Peaks Road Poway, CA 92064 AUGUST 23, 2013 Community Facilities Districts (CFDs) - Just What Are They»
How To Install An Overhead Sewer
Village of Broadview Flood Control Assistance Program Village of Broadview 2350 S. 25 th Avenue, Broadview, IL 60155 INTRODUCTION The Village of Broadview is served by combined sewers which carry sewage
Ship Repair, Maintenance & Modernization Cost Model. March 2014
Ship Repair, Maintenance & Modernization Cost Model March 2014 1 The Cost Model is a Microsoft EXCEL workbook that contains various tabbed worksheets. There are worksheets to enter basic project information
Utility Coordination Procedures for Hillsborough County Construction Projects within County Rights-of-Way
Public Works Department Utility Coordination Procedures for Hillsborough County Construction Projects within County Rights-of-Way October 2015 HillsboroughCounty.org HILLSBOROUGH COUNTY Office of the County
THE CORPORATION OF THE CITY OF COURTENAY STAFF REPORT
THE CORPORATION OF THE CITY OF COURTENAY STAFF REPORT To: Council File No.: 1705-20 / 1830-05 From: Chief Administrative Officer Date: January 21, 2015 Subject: PURPOSE: The purpose of this report is to
STEAMBOAT LAKE WATER AND SANITATION DISTRICT PETITION FOR AMENDMENT TO SERVICE PLAN TABLE OF CONTENTS. SECTION DESCRIPTION Page
STEAMBOAT LAKE WATER AND SANITATION DISTRICT PETITION FOR AMENDMENT TO SERVICE PLAN TABLE OF CONTENTS SECTION DESCRIPTION Page 1 Executive Summary / Brief History 2 2 Services Provided / Administration
ELECTRICITY BILL AUDIT
ELECTRICITY BILL AUDIT IS YOUR ELECTRICITY BILL CORRECT? Contact us at 613-302-7301 Email at [email protected] www.yourelectricbill.ca Your Electricity Bill The first true step. Every prudent
City of Hilshire Village Pine Creek Ln Reconstruction
City of Hilshire Village Pine Creek Ln Reconstruction OVERVIEW The City will be soliciting bids for the Pine Creek Reconstruction Project with construction scheduled to begin in January 2015. This project
Section 5.900 - Emergency Water Shortage Regulations and Staged Water Use Reduction Plan Section 5.905 - Scope and Purpose
Section 5.900 - Emergency Water Shortage Regulations and Staged Water Use Reduction Plan Section 5.900 of Chapter 5 of the District Code shall be known and cited as the Heritage Ranch Community Services
Metering of Individual Units
Metering of Irrigation Use and Individual Dwelling Units at Apartments, Condominiums, Townhouses, Mobile-home Parks, and Commercial Facilities From a water management perspective it makes sense to meter
Before H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe
Before H 2 Town of South Windsor, CT Evaluates Large Diameter Concrete Pipe September 11, 2012 NEWEA Collection Systems Conference Presented by: Laurie L. Perkins, PE Dennis A. Dievert, PE C. Frederick
CITY OF SURREY BY-LAW NO. 6569
CITY OF SURREY BY-LAW NO. 6569 As amended by By-laws No. 7026, 02/01/82; 9960, 03/13/90; 10368, 01/22/90; 10797, 01/28/91; 12268, 04/25/94; 12384, 07/02/94; 12828, 05/13/96; 13171, 07/29/97; 13220, 09/22/97;
Wilmington Urban Area Metropolitan Planning Organization Surface Transportation Program Direct Attributable Project Submittal Guide Fiscal Year 2016
Wilmington Urban Area Metropolitan Planning Organization Surface Transportation Program Direct Attributable Project Submittal Guide Fiscal Year 2016 Date of Release: September 14, 2015 Pre application
Florida Avenue Multimodal Transportation Study. June 19, 2013
Florida Avenue Multimodal Transportation Study June 19, 2013 Today s Agenda Team & project introduction Project Timeline What you said Tools we use Mapped data and what clues it can provide Highlights
Innovative Methods to Assess Sewer Pipe Risk and Improve Replacement Planning Decisions
Innovative Methods to Assess Sewer Pipe Risk and Improve Replacement Planning Decisions Seth Anderson, GISP Management Consultant Celine Hyer, P.E. Associate Vice President Presentation Topics The Infrastructure
Generator 101: Buying and Installing a Generator for Your Home or Office. bruniandcampisi.com 914-946-5558
Generator 101: Buying and Installing a Generator for Your Home or Office 1 Generator 101: Buying and Installing a Generator for Your Home or Office bruniandcampisi.com 914-946-5558 Introduction: An automatic
Pantone Matching System Color Chart PMS Colors Used For Printing
Pantone Matching System Color Chart PMS Colors Used For Printing Use this guide to assist your color selection and specification process. This chart is a reference guide only. Pantone colors on computer
Ohio RCAP Methodology for Asset Management / CMOM Demonstration Projects
Ohio RCAP Methodology for Asset Management / CMOM Demonstration Projects December 10, 2014 from 2:00-3:00 p.m. Presented by Wayne Cannon Ohio RCAP Rural Development Specialist, [email protected] Why Asset
APPENDIX B LINCOLN HIGHWAY/ROUTE 31 CORRIDOR TAX INCREMENT FINANCING DISTRICT HOUSING IMPACT STUDY
APPENDIX B LINCOLN HIGHWAY/ROUTE 31 CORRIDOR TAX INCREMENT FINANCING DISTRICT HOUSING IMPACT STUDY Village of North Aurora, Illinois May, 2009 DRAFT Prepared by: Teska Associates, Inc. TABLE OF CONTENTS
LEAK DETECTION GUIDE
LEAK DETECTION GUIDE Your Guide to Home Water Conservation CITY OF BELLEVUE UTILITIES WATER & SEWER DEPARTMENTS LEAK DETECTION GUIDE PAGE: 1 WHERE TO START If you receive a high water bill, or think there
Close-Out Documents... 9
Water and Sanitary Sewer Service Connection Requirements Service Connection Requirements... 1 Application for Services... 2 Water Meter Application... 2 Wet Tap/Tie-in Connection Requirements... 3 Meter
PANTONE Solid to Process
PANTONE Solid to Process PANTONE C:0 M:0 Y:100 K:0 Proc. Yellow PC PANTONE C:0 M:0 Y:51 K:0 100 PC PANTONE C:0 M:2 Y:69 K:0 106 PC PANTONE C:0 M:100 Y:0 K:0 Proc. Magen. PC PANTONE C:0 M:0 Y:79 K:0 101
32-02.05 Precast Manhole Sections and Castings. These items shall conform to Section 31, "Storm Drain Installation," of these Standard Provisions.
SECTION 32: SANITARY SEWER INSTALLATION 32-01 SCOPE. The Work shall consist of furnishing and installing sewer mains, manholes, laterals, cleanout fittings and appurtenances; and testing, flushing and
Achieving your goals through Financing. Cooperative Financing Models that may work for you
Achieving your goals through Financing Cooperative Financing Models that may work for you Overview Cooperative Financing Overview of the environment Interest Rates Why now is the best time to borrow Reasons
How To Color Print
Pantone Matching System Color Chart PMS Colors Used For Printing Use this guide to assist your color selection and specification process. This chart is a reference guide only. Pantone colors on computer
3704-0147 Lithichrome Stone Paint- LT Blue Gallon 3704-0001 Lithichrome Stone Paint- Blue 2 oz 3704-0055 Lithichrome Stone Paint- Blue 6 oz 3704-0082
Lithichrome Colors Item Number Item Description 120-COL Lithichrome Stone Paint - Any Size or Color 3704-0011 Lithichrome Stone Paint- LT Blue 2 oz 3704-0066 Lithichrome Stone Paint- LT Blue 6 oz 3704-0093
The New Realities of Water Recycling in San Francisco
The New Realities of Water Recycling in San Francisco World-Leading Technology and Expertise in Commercial Water Recycling Gibran Farrah Manufacturers Representative Mega Western Sales Christian Park Environmental
Energy Audits. Good energy management begins with an energy audit
Energy Audits Good energy management begins with an energy audit Effective management of energy-consuming systems can lead to significant cost and energy savings as well as increased comfort, lower maintenance
How To Process Damage Claims In A City Department
6.10 1 of 5 POLICY 1. The Department of Public and is designated as the responsible authority for coordinating the processing of all damage claims to which the City is a party. This includes vehicle accidents
Reference Guide for Obtaining Permits and Utility Services For New Construction
Reference Guide for Obtaining Permits and Utility Services For New Construction (Revised 04-2012) Table of Contents City Offices Telephone Numbers...1 Application for Utilities...2 Building Permits New
VILLAS OF TRADITIONS AT GREY OAKS
Report of Turnover Survey VILLAS OF TRADITIONS AT GREY OAKS Grey Oaks Development Naples, Collier County, Florida Forge Engineering Project Number 2907-001.01 March 2015 Richard P..Lundberg, P.E cn=richard
APPENDIX M-2 SANITARY SEWER TECHNICAL MEMORANDUM. Stadium Reconstruction EIR
APPENDIX M-2 SANITARY SEWER TECHNICAL MEMORANDUM Stadium Reconstruction EIR Appendices \ AECOM Technical Services, Inc 401 West A Street Suite 1200 San Diego, CA 92101 www.aecom.com 619-610-7600 tel 619-610-7601
PREPARED DATE: SIGNATURE AND SEAL INSPECTION REPORT PREPARED BY: PRINT NAME: REGISTRATION NUMBER: MAILING ADDRESS:
CU PROCESS NUMBER FOLIO NUMBER Financial Institution Information Local Agent: Address: Phone: Space above reserved for use of recording office INSPECTION CERTIFICATE OF USE REPORT FOR SINGLE FAMILY RESIDENCE,
STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F
STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS Appendix F RIVERDALE CITY CAPITAL FACILITIES PLAN STORM DRAINAGE Engineer's Cost Estimate January 2009 Project Name: 4400 South Street - Piping and Collection
Chapter 7 Plumbing Connections
Chapter 7 Plumbing Connections 7-1 General All plumbing equipment and installations must be designed, constructed, and installed in accordance with this code and where not specific, to the applicable provisions
Proposals for Water Conservation Programs in Yavapai County Water Advisory Committee April, 2007
Proposals for Water Conservation Programs in Yavapai County Water Advisory Committee April, 2007 This document provides Water Advisory Committee (WAC) recommendations for water conservation in Yavapai
mobiletws for iphone
mobiletws for iphone Table of Contents Log in to mobiletws... 1 Logging In... 1 Trade... 5 Submit an Order... 5 The Order Ticket... 6 Quotes, Charts, Trading... 7 Add a Contract... 8 View Expanded Ticker...
SALE OF CONDOMINIUMS, THE NATHANIEL AT BANKS SQUARE 948 MAIN STREET, WALTHAM (Former Banks School)
THE CITY OF WALTHAM MASSACHUSETTS PURCHASING DEPARTMENT SALE OF CONDOMINIUMS, THE NATHANIEL AT BANKS SQUARE 948 MAIN STREET, WALTHAM (Former Banks School) A D D E N D U M N O. 2 Sept. 11, 2015 CHANGES,
AGENCY COORDINATION AND PUBLIC INVOLVEMENT
5 AGENCY COORDINATION AND PUBLIC INVOLVEMENT 5.1 AGENCY COORDINATION As part of the planning process for the Oregon Avenue Final EA, DDOT conducted an agency coordination program. This coordination included
July 29, 2014. Revise Section 1.1 (BACKGROUND AND CONTEXT) to the following:
ADDENDUM NO. 2 TO REQUEST FOR QUALIFICATIONS FOR NEW DEVELOPMENT OF OAKLAND UNIFIED SCHOOL DISTRICT PROPERTIES, INCLUDING THE PARCELS HOUSING THE PAUL ROBESON ADMINISTRATION BUILDING AND DEWEY HIGH SCHOOL
1.3.2 Method of construction and restoration of existing water service connections. This shall include:
1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing water lines using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting
Eidelweiss Asset Management. Project Plan. Revision 0 - Draft
Eidelweiss Asset Management Project Plan Revision 0 - Draft Written by Larry Leonard Eidelweiss Commissioner / Team Chairperson 5/29/2014 Table of Contents Section Description 1 Overview 2 Development
TRAFFIC ACCIDENT STUDY GUIDE 2010
TRAFFIC ACCIDENT STUDY GUIDE 2010 SECTION SEVEN This study guide is designed to provide the law enforcement Explorer with basic principles. The guide is not all inclusive, and does not delineate specific
505.3.6 For a building with a crawl space, see Figure 10. 505-1
505 WATER SERVICE INSTALLATION 505.1 DEFINITION A service line is comprised of the piping and related appurtenances including the connection installed from the Des Moines Water Works water main to the
REBUILDING BELMAR ABFE FLOOD MAPS &THE REBUILDING PROCESS
REBUILDING BELMAR ABFE FLOOD MAPS &THE REBUILDING PROCESS REBUILDING BELMAR ABFE Maps Preliminary FIRM Maps Flood Insurance Increased Cost of Compliance (ICC) Elevation of Structures Building Permits Acronyms
Question 2: How will changes in the objective function s coefficients change the optimal solution?
Question 2: How will changes in the objective function s coefficients change the optimal solution? In the previous question, we examined how changing the constants in the constraints changed the optimal
Tres Rios del Norte Feasibility Study
Tres Rios del Norte Feasibility Study Santa Cruz River Pima County, Arizona February 2011 Study Area: 18 Miles of Santa Cruz River (Prince to Sanders), portions of City of Tucson, Town of Marana, and unincorporated
5901 Milwaukee Street Planned Unit Development (GDP) (Second Addition to Grandview Commons)
DATE: March 8, 2006 TO: FROM: SUBJECT: Plan Commission Larry D. Nelson, P.E., City Engineer 5901 Milwaukee Street Planned Unit Development (GDP) (Second Addition to Grandview Commons) The City Engineering
How To Get A Water Line Repair Program To Pay For A House To Be Fixed
CITY OF ST. PETERS WATER SERVICE LINE REPAIR APPLICATION Address of Request for Repair: (Nearest Cross Street: ) The property is: owner occupied tenant occupied vacant Owner Name: Mailing Address: City/State/Zip:
2004, 2005, 2010 & 2011
City of Pasadena, Texas Home Investment Partnerships Program DRAFT Substantial Amendments 2004, 2005, 2010 & 2011 The Community Development Department proposes a Substantial Amendment to reallocate funds
UNITED STATES DISTRICT COURT NORTHERN DISTRICT OF TEXAS DALLAS DIVISION
UNITED STATES DISTRICT COURT NORTHERN DISTRICT OF TEXAS DALLAS DIVISION In re Kitec Plumbing System Products Liability Litigation MDL NO. 2098 Case No. 09-md-2098-F ONTARIO SUPERIOR COURT OF JUSTICE ONTARIO,
CHAN & PARTNERS ENGINEERING, LLC
July 2012 CHAN & PARTNERS ENGINEERING, LLC Consulting Civil Engineers Imagine Austin Comprehensive Plan Infrastructure, Operations, Maintenance & Service Cost Comparison Preferred Growth Scenario and Trend
American Society of Heating Refrigeration and Air Conditioning Engineers (ASHRAE) Procedures for Commercial Building Energy Audits (2004)
Excerpt from: American Society of Heating Refrigeration and Air Conditioning Engineers (ASHRAE) Procedures for Commercial Building Energy Audits (2004) 2004 American Society of Heating, Refrigerating and
