ALBEMARLE COUNTY SERVICE AUTHORITY

Size: px
Start display at page:

Download "ALBEMARLE COUNTY SERVICE AUTHORITY"

Transcription

1 ALBEMARLE COUNTY SERVICE AUTHORITY AGENDA ITEM EXECUTIVE SUMMARY AGENDA TITLE: All Saints Anglican Church Request Turn Lane Project STAFF CONTACT(S)/PREPARER: Gary O Connell, Executive Director Jeremy Lynn, Senior Civil Engineer AGENDA DATE: November 21, 2013 ACTION: ATTACHMENTS: YES BACKGROUND: As was discussed at the past two Board meetings, the All Saints Anglican Church on Ivy Road has been concerned about the safety of turning into the Church off of Route 250, to the point that they had approached VDOT about this on numerous occasions. VDOT has said this location does not rise to the level for a state funded safety project. VDOT does however agree that if the Church constructed the turn lane, VDOT would accept it. The Church raised funds, based on a contractor s estimate, to build the turn lane. The Church had the contractor start initial work when we became aware of the project. There was no consideration of the water valves/lines affected by the turn lane project, nor funding set aside for that purpose. In a normal VDOT managed project, it would be built into the project to relocate the utilities VDOT does not like for utilities to be in the roads, as they can get damaged from that practice. We have been involved for about four months now in the turn lane project being constructed by the All Saints Anglican Church, under the auspices of VDOT. About three months ago, we met with a representative of the Church and their contractor Digs, Inc. to further discuss the project and the fact that the turn lane would be constructed over an existing waterline which would leave it at a depth of 8 to 9 feet (our normal depths are 3 to 4 feet). At the meeting, we were asked if the ACSA would contribute to the funding of the project since this was a public safety issue. We have said that the ACSA, in our opinion, would not contribute to the project and that it was not in the best interest for the ACSA to have a water main this deep to maintain in the case of an emergency repair. We felt at that time that our customers should not bear the expense of relocating the waterline, as that it is a normal development-related expense. Since the initial meeting, we have had a series of meetings and discussions with VDOT, the contractor, members of the Church, and recently at last month s Board meeting. We have recently had several follow-up conversations with the Church about options. The Church, nor VDOT, as we are told have any additional funding. For our safety purposes (if the project moves forward without relocating the waterline), we are in a location very close to a major roadway that makes a repair more difficult, and less safe for our employees. We are concerned about AgendaExecSumAllStAnglicanChurch112113

2 ALBEMARLE COUNTY SERVICE AUTHORITY AGENDA ITEM EXECUTIVE SUMMARY allowing a waterline depth of greater than 3 to 4 feet. In similar circumstances, in other locations, the waterline would be required to be relocated. The request to add fill over the existing waterline to install a turn lane along Route 250 West creates the following issues and expenses to repair or expose the lines or valves, and special safety considerations: The existing lines and valves have been in service for 30+ years. The older the line, the more they are prone to have issues. Test plugs and bolts on valves are the most likely to fail, we have seen this occur in other parts of the system. OSHA safety standards requires a trench box to be used whenever the excavation is five feet or greater in depth. Based on the turn lane proposal, we would be required to stack our trench boxes in order to safely access the pipe or valves. This adds to the employee safety risk. Adding the turn lane would make the time necessary to access the pipe and set up the safety measures much longer. This would mean that Greencroft Club, Greencroft Subdivision, Knoll Ridge and Kearsarge Subdivision and the Church would be without water service and fire protection for an extended period of time (in extreme case could be several days). The valves that would be in the slope outside of the pavement during excavation would cause issues with the possibility of undermining the fill under the road. The volume of traffic and high speeds would necessitate the ACSA renting a crash cushion (safety barrier) and an arrow board for traffic control, whenever we would need to work on lines or valves. Depending on the extent of the problem and location, the restoration costs can be very significant; under the worst case scenario a repair could be as much as $60,000 in today s dollars. The installation of the turn lane and the slope, as proposed, would potentially require closing the eastbound lane of Route 250 in order to load and remove asphalt and any material excavated to expose pipe and valves. The water pressure in the area exceeds 100 psi (a high pressure in our systems), which will increase the potential for damage. We re-approached VDOT to see if any traffic safety funding could be provided to this project, and to our understanding there are not any additional funds. The VDOT Charlottesville Resident Administrator, Joel DeNunzio, reiterated this point at September s meeting, and again in a subsequent conversation and . In the attached , Mr. DeNunzio contends that it is the private property owner s responsibility and not VDOT s to fund. See the attached , state law and state administrative code: Public transportation funds cannot be used for these improvements all are the responsibility of the property owner for the funding AgendaExecSumAllStAnglicanChurch112113

3 ALBEMARLE COUNTY SERVICE AUTHORITY AGENDA ITEM EXECUTIVE SUMMARY DISCUSSION: The Church is requesting relief on moving the waterline. Our staff opinion is for emergency maintenance and employee safety that we do not allow waterlines this deep (8-9 feet), and that this waterline should be relocated. Normally, the waterline relocation is at the full expense of the developer (the Church in this case). Financing Options for the Board to Consider: The staff continues to believe that the project should not be allowed for the waterline to be covered (at a proposed depth of 8 to 9 feet), and that the waterline should be relocated. Given some of the Board s interest to find another solution, we have been exploring some additional options that were discussed at the Board meeting, plus the options brought up last month. Here is background on two other options. We do not recommend these, but providing information for a full range of options: (a) Future Repair Agreement Church agrees to pay for future emergency costs in the event of a major water break. The difficulty with this is knowing when and how to arrive at a cost figure. The current line is over 30 years old and a break could happen tomorrow or 20 years from now. We have estimated to repair the line in a major break (labor, materials, and costs to replace a good deal of the turn lane that could get damaged), that it could cost as much as $60,000+ depending on the magnitude of the break. A recent example is a leak at Fontana, not under a state road, that cost over $20,000 to repair the leak. A typical, simple leak can cost between $7,500 and $9,000 at normal depth, and outside a roadway. The Church sharing in this cost at some percentage would be very expensive, and unpredictable. There would be no way for the Church to plan for such an expense. (b) Share in the Relocation of Waterline We explored an approach that would move the current waterline out of the proposed turn lane location (this is the ACSA staff preferred solution if the turn lane project is to move forward). This approach recognizes the useful life (50 years) of the waterline, and that the line is about 30 years old. At some point in the future 20+ years, it is likely the ACSA would be replacing the current line and valves. This approach would credit the replacement, by the ACSA contributing 60% (30 year current life, to estimated useful life of 50 years = 60%). The Church, VDOT or Albemarle County would be responsible for the other 40% (remaining future useful life of the waterline). The Board requested at your last meeting that we prepare a cost estimate to conduct surveying for the waterline relocation, and in-house design costs for the project. We have a surveying estimate of $3,675.00, and estimated in-house engineering staff time for a design sketch of $1,300.00, or a total cost for a design of $4, in order obtain contractor bids AgendaExecSumAllStAnglicanChurch112113

4 ALBEMARLE COUNTY SERVICE AUTHORITY AGENDA ITEM EXECUTIVE SUMMARY RECOMMENDATION: Support the staff recommendation and policy to not allow a waterline beyond a 3 to 4 foot depth, which in this case would require the relocation of the waterline. Summary of Current Options for the Board to Consider: (1) Waterline needs to be relocated: a) At full expense of the Church; b) At the full expense of the ACSA; c) At a shared expense (ACSA 60%, Church 40%) based on the current useful life of the waterline (consider 10 year financing for the Church if this option is chosen). (2) Allow the turn lane construction (to a depth of nine feet for the waterline), no current additional costs. Expensive option when in the future a waterline repair needs to be made. An agreement, as outlined earlier, could be developed to attempt to cover a future emergency repair cost, shared with the Church. BOARD ACTION REQUESTED: We continue to believe that the water line should be relocated if the turn lane project goes forward. We don t believe that ACSA funds should be used to relocate the water line. The Board needs to decide if you agree with that position. ATTACHMENTS: -Drawing of turn lane; -Map of waterline location; -VDOT ; -State law and administrative code AgendaExecSumAllStAnglicanChurch112113

5

6

7

8

9

10

11

12

GOUVEIA ENGINEERING. Pre-Bid Conference Meeting Minutes. City of Los Banos. Henry Miller Area Storm Drain and L Street Waterline

GOUVEIA ENGINEERING. Pre-Bid Conference Meeting Minutes. City of Los Banos. Henry Miller Area Storm Drain and L Street Waterline GOUVEIA ENGINEERING Pre-Bid Conference Meeting Minutes City of Los Banos Henry Miller Area Storm Drain and L Street Waterline Conference held at Intersection of West I Street and L Street, in Los Banos

More information

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily

More information

The Contractor is required to obtain permits from Pima County Development Services Center, for private plumbing work.

The Contractor is required to obtain permits from Pima County Development Services Center, for private plumbing work. MODIFICATIONS TO TUCSON WATER STANDARD WATERWORKS SPECIFICATION NO. 1445, PRIVATE PLUMBING REMOVE THE ENTIRE SECTION AND REPLACE WITH THE FOLLOWING: 1445.0100 1445.0101 GENERAL Description of Work The

More information

DESCRIPTION OF WORK:

DESCRIPTION OF WORK: DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works

More information

HERNDON/MUNCEY, INC. Office: (281) 579-0515 INVESTIGATIVE PLUMBING

HERNDON/MUNCEY, INC. Office: (281) 579-0515 INVESTIGATIVE PLUMBING HERNDON/MUNCEY, INC. Office: (281) 579-0515 INVESTIGATIVE PLUMBING Fax: (281) 579-1960 August 23, 2013 INVOICE NO.: HR18297 Cheryl Hooten RE: Vladimir Gorshunin Nationwide Insurance One Nationwide Gateway

More information

Permit No. Permit Fee: $295.00. Permit Expires (D+90 days): Business Name: Applicants Name: Telephone Number: E-mail Address:

Permit No. Permit Fee: $295.00. Permit Expires (D+90 days): Business Name: Applicants Name: Telephone Number: E-mail Address: City of Woodland Park Internet Service Provider (IPS) Permit for Installation of Telecommunication Infrastructure within City Owned Rights-of-Way (up to five locations per single permit) Permit No. Permit

More information

San Antonio Water System Standard Specifications for Construction ITEM 866 SEWER MAIN TELEVISION INSPECTION

San Antonio Water System Standard Specifications for Construction ITEM 866 SEWER MAIN TELEVISION INSPECTION ITEM 866 SEWER MAIN TELEVISION INSPECTION 866.1 DESCRIPTION: The Contractor shall furnish all labor, materials, equipment, and incidentals to provide the televising and a NASSCO-(PACP) standard video,

More information

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe.

SECTION 02763 POINT REPAIRS TO SANITARY SEWERS. A. Repairs to existing sewer lines by replacing short lengths of failed pipe. SECTION 02763 PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Repairs to existing sewer lines by replacing short lengths of failed pipe. 1.02 UNIT PRICES A. Measurement for point repairs is on a unit price

More information

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:

The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm: Page 1 of 6 Section 1. PURPOSE This policy is an Engineering checklist of the Local Review Program for sanitary sewer improvement projects by the Bedford Regional Water Authority ( Authority ). Section

More information

EXHIBIT A SCOPE OF SERVICES WATER SERVICE REPLACEMENT PROJECT. BROWARD OPERATIONS CENTER 5548 NW 9 th AVENUE FORT LAUDERDALE, FLORIDA 33309

EXHIBIT A SCOPE OF SERVICES WATER SERVICE REPLACEMENT PROJECT. BROWARD OPERATIONS CENTER 5548 NW 9 th AVENUE FORT LAUDERDALE, FLORIDA 33309 EXHIBIT A SCOPE OF SERVICES WATER SERVICE REPLACEMENT PROJECT BROWARD OPERATIONS CENTER 5548 NW 9 th AVENUE FORT LAUDERDALE, FLORIDA 33309 FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT FOUR 1.0 SCOPE OF

More information

Disputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process

Disputes and Claims. 3 Processes Dispute Resolution and Administrative Claims Process Disputes and Claims 3 Processes Dispute Resolution and Administrative Claims Process Default Process C&MS 108.02 Partnering OR PN 108 -Dispute Review Board (DRB) Considered for use on projects over $20

More information

Water Main Lining A Sustainable Alternative to Open Cut Replacement

Water Main Lining A Sustainable Alternative to Open Cut Replacement Water Main Lining A Sustainable Alternative to Open Cut Replacement Sean O Dell, PE Baxter & Woodman, Inc. B&W Client Seminar, Crystal Lake May 1, 2014 Agenda Why, What, When, Where, Who, How Reduction

More information

Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority

Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority Sewer Pipe Lining An Economic Solution for Pipe Rehabilitation By Tawana Albany Nicholas, Virgin Islands Waste Management Authority Abstract The United States Virgin Islands Waste Management Authority

More information

Brushy Creek Municipal Utility District (the District) Brushy Bend Waterline Replacement Project Community Meeting February 6, 2014

Brushy Creek Municipal Utility District (the District) Brushy Bend Waterline Replacement Project Community Meeting February 6, 2014 Brushy Creek Municipal Utility District (the District) Brushy Bend Waterline Replacement Project Community Meeting February 6, 2014 Recap of Question & Answer Session Sorted by topic not necessarily in

More information

The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT 6-4-08. Revised 9-25-08

The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT 6-4-08. Revised 9-25-08 The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT 6-4-08. Revised 9-25-08 Fairfax County requires developers to post a performance bond if they are

More information

WATER, SEWER AND TRAFFIC IT S ALL ABOUT THE FLOW

WATER, SEWER AND TRAFFIC IT S ALL ABOUT THE FLOW North American Society for Trenchless Technology (NASTT) NASTT s 2015 No-Dig Show Denver, Colorado March 15-19, 2015 TA-T3-02 WATER, SEWER AND TRAFFIC IT S ALL ABOUT THE FLOW Mark Oberschmidt, P.E., Stantec,

More information

Item No. Description Estimated Unit Total Unit Total Unit Total Unit Total Quantity Price Amount Price Amount Price Amount Price Amount

Item No. Description Estimated Unit Total Unit Total Unit Total Unit Total Quantity Price Amount Price Amount Price Amount Price Amount Engineer's Estimate DiPaolo Company 4350 DiPaolo Center Glenview, IL 60025 Stark Excavating, Inc. 1805 W. Washington Street Bloomington, IL 61701 Rowe Construction 1523 N. Cottage Avenue Bloomington, IL

More information

FIBER-OPTIC CABLE PLAN CHECK

FIBER-OPTIC CABLE PLAN CHECK Engineering Division 201 North Broadway, Escondido, CA 92025 (760) 839-4651, FAX (760) 839-4597 FIBER-OPTIC CABLE PLAN CHECK To: Date: Project: Project No. Address: Check No. Attn: Via: The attached plans

More information

CONSTRUCTION PERMIT REQUIREMENTS

CONSTRUCTION PERMIT REQUIREMENTS CONSTRUCTION PERMIT REQUIREMENTS Any work to be done in the City right-of-way (ROW), in a utility easement, and certain work on private property, requires an Engineering Inspection Permit from the Department

More information

Close-Out Documents... 9

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

More information

City of Hilshire Village Pine Creek Ln Reconstruction

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

More information

Pipe Bursting. Case Study at Zeeland, MI Collections Seminar September 6, 2012. Presentation Agenda. What is Pipe Bursting? What is Pipe Bursting?

Pipe Bursting. Case Study at Zeeland, MI Collections Seminar September 6, 2012. Presentation Agenda. What is Pipe Bursting? What is Pipe Bursting? Pipe Bursting Case Study at Zeeland, MI Collections Seminar September 6, 2012 By: Brian Hannon, PE and John Racek, PE Presentation Agenda What is Pipe Bursting? History of Pipe Bursting Types of Pipe Bursting

More information

1What purpose do guard

1What purpose do guard g u a r d F c a b A l e Q f re q u e n t l y a s k e d q u e s t i o n s 1What purpose do guard cables serve? Cross-Median Fatalities The purpose of high-tension guard cable is to prevent vehicles that,

More information

1.3.2 Method of construction and restoration of existing water service connections. This shall include:

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

More information

SIERRA LAKES COUNTY WATER DISTRICT P.O. Box 1039, Soda Springs, CA 95728-1039 (7300 Short Road, Serene Lakes)

SIERRA LAKES COUNTY WATER DISTRICT P.O. Box 1039, Soda Springs, CA 95728-1039 (7300 Short Road, Serene Lakes) SIERRA LAKES COUNTY WATER DISTRICT P.O. Box 1039, Soda Springs, CA 95728-1039 (7300 Short Road, Serene Lakes) Maintenance Office Administrative Office Billing Office 530-426-7802 530-426-7800 916-332-4872

More information

in Marina Del Rey Prepared by: County of Los Angeles Department of Public Works

in Marina Del Rey Prepared by: County of Los Angeles Department of Public Works Planned Public Works Projects in Marina Del Rey Prepared by: County of Los Angeles Department of Public Works Planned Projects in Marina Del Rey Waterline Projects Phase II Phase III Roadway Projects Admiralty

More information

CHAPTER 10 PERMIT PROCEDURES AND BONDING REQUIREMENTS FOR CONTRACTORS

CHAPTER 10 PERMIT PROCEDURES AND BONDING REQUIREMENTS FOR CONTRACTORS I "i,, I, 1 " CHAPTER 10 PERMIT PROCEDURES AND BONDING REQUIREMENTS FOR CONTRACTORS CHAPTER 10 PERMIT PROCEDURES A N D BONDING REQUIREMENTS FOR CONTRACTORS, Section I -, INDEX :, - % I I,,J Topic b 101

More information

FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation

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

More information

Bond Release Process for New Subdivision Developments in Fairfax County

Bond Release Process for New Subdivision Developments in Fairfax County Bond Release Process for New Subdivision Developments in Fairfax County An Overview for Homeowners Associations A Fairfax County, Va., publication April 2009 For more information or to request this document

More information

FY08 SEWER POINT REPAIRS BID TABULATION

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 "

More information

SECTION 15200 GRAVITY SANITARY SEWERS. A. Gravity sanitary sewers and appurtenances, including stacks and service connections.

SECTION 15200 GRAVITY SANITARY SEWERS. A. Gravity sanitary sewers and appurtenances, including stacks and service connections. SECTION 15200 GRAVITY SANITARY SEWERS PART 1 GENERAL.01 SCOPE A. Gravity sanitary sewers and appurtenances, including stacks and service connections..02 SUBMITTALS A. Conform to requirements of Section

More information

Thin Whitetopping Application at Williamsburg Regional Airport and Other Thin Whitetopping Airport Applications.

Thin Whitetopping Application at Williamsburg Regional Airport and Other Thin Whitetopping Airport Applications. Thin Whitetopping Application at Williamsburg Regional Airport and Other Thin Whitetopping Airport Applications. Author: Gary L. Mitchell, P.E. Director Airports, American Concrete Pavement Association

More information

SECTION 02100 SITE PREPARATION

SECTION 02100 SITE PREPARATION SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General Conditions and Supplementary Conditions and Division 1 through Division

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS

San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS 854.1 DESCRIPTION: This item shall govern sanitary sewer laterals installed in accordance with these

More information

Let Us Give Utilities the Respect that they Deserve.

Let Us Give Utilities the Respect that they Deserve. Water & Sewer Utilities Miscellaneous Design and Plan Preparation Guidelines Issued by: Ray Mowla, P.E. Jefferson Parish Department of Engineering, Utilities Section The purpose of issuing these miscellaneous

More information

CONSTRUCTION COST MODELS

CONSTRUCTION COST MODELS CONSTRUCTION COST MODELS Prepared by: The New England Environmental Finance Center For the Maine Department of Transportation Office of Environmental Planning November 1, 2010 The following are a series

More information

DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES

DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing

More information

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS

SECTION 33 31 00.11 GRAVITY SANITARY SEWERS SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit

More information

Informational Workshop Public Meeting Kanawha Falls Bridge Project

Informational Workshop Public Meeting Kanawha Falls Bridge Project Informational Workshop Public Meeting Kanawha Falls Project WV Department of Transportation Division of Highways in Cooperation with the Federal Highway Administration State Project S310-13-0.02 00 Federal

More information

Date. Resubmit this form during the year if there are changes in your company ownership or financial standing.

Date. Resubmit this form during the year if there are changes in your company ownership or financial standing. COLORADO DEPARTMENT OF TRANSPORTATION CONTRACTOR PREQUALIFICATION STATEMENT (EXPERIENCE, EQUIPMENT AND FINANCIAL) Return to: Contracts & Market Analysis Prequalification Unit 4201 E. Arkansas,4th Floor

More information

City of Springboro 320 West Central Avenue, Springboro, Ohio. Planning Commission Regular Meeting. Wednesday, June 25, 2014

City of Springboro 320 West Central Avenue, Springboro, Ohio. Planning Commission Regular Meeting. Wednesday, June 25, 2014 City of Springboro 320 West Central Avenue, Springboro, Ohio Wednesday, I. Call to Order and Roll Call Chairperson Hans Landefeld called the Springboro Planning Commission Meeting to order at the Springboro

More information

SANITARY SEWER SERVICE CONNECTION INSTRUCTIONS

SANITARY SEWER SERVICE CONNECTION INSTRUCTIONS 1 SANITARY SEWER SERVICE CONNECTION INSTRUCTIONS TABLE OF CONTENTS I. Introduction II. General Information and Requirements A. Applying for Sewer connection B. Excavation C. Cutting Concrete and Asphalt

More information

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.

Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition. Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer

More information

SECTION 4 EXCAVATION, TRENCHING AND BACKFILLING 4.01 SCOPE OF WORK

SECTION 4 EXCAVATION, TRENCHING AND BACKFILLING 4.01 SCOPE OF WORK 4.01 SCOPE OF WORK The work covered by this section shall consist of furnishing all materials, equipment and labor for the excavating, trenching, backfilling, and bore and jack required to install or repair

More information

APPLICATION FOR DEMOLITION & RIGHT-OF OF-WAY PERMIT

APPLICATION FOR DEMOLITION & RIGHT-OF OF-WAY PERMIT APPLICATION FOR DEMOLITION & RIGHT-OF OF-WAY PERMIT City of Swartz Creek 8083 Civic Drive Swartz Creek, MI 48473 810-635-4464 Fee Received: $ Date: / / Receipt No: Demolition Permit (including Right of

More information

CHAPTER 10 - PERMIT PROCEDURES AND BONDING REQUIREMENTS

CHAPTER 10 - PERMIT PROCEDURES AND BONDING REQUIREMENTS CHAPTER 10 - PERMIT PROCEDURES AND BONDING REQUIREMENTS 10.1 APPLICATION REQUIREMENTS AND PROCEDURES 10.1.1 A permit shall be required for any construction or installation within the public right-of-way

More information

Los Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets

Los Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets Los Angeles County Department Of Public Works Land Development Division Bond Calculation Sheets Effective July 1, 2015 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT DIVISION ROADS COST

More information

DRAFT MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION. Using the Full Range of Tools for a Challenging Job

DRAFT MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION. Using the Full Range of Tools for a Challenging Job MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION Using the Full Range of Tools for a Challenging Job Report To: TTI Committee May 13, 2014 1 Pavement Management - Suggested Treatments

More information

Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E.

Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir. Presented By: Doug Stachler, P.E. Rehabilitation of the Red Bank Road Bridge over Hoover Reservoir Presented By: Doug Stachler, P.E. Project Organization Owner Delaware County Engineers Office Design Consultant CH2M HILL Contractor Double

More information

Incident Management Response Plan Hampton Roads Highway Incident Management Committee

Incident Management Response Plan Hampton Roads Highway Incident Management Committee Incident Management Response Plan Hampton Roads Highway Incident Management Committee Multi-Jurisdictional Memorandum of Understanding Highway Incident Management Plan This memorandum of understanding

More information

Trenching and Excavation Safety

Trenching and Excavation Safety 1.0 ACTIVITY DESCRIPTION 1.1 This document provides basic safety guidelines related to excavation and trenching in pipeline construction activities. These guidelines are applicable to the locating, marking

More information

Township of Enniskillen. Asset Management Plan

Township of Enniskillen. Asset Management Plan Township of Enniskillen Asset Management Plan 2014 1 TABLE OF CONTENTS Page A. Introduction 3 B. State of Local Infrastructure 4 C. Desired Levels of Service 7 D. Asset Management Strategy 8 E. Financing

More information

Emerging Technologies in Wastewater Collection Systems

Emerging Technologies in Wastewater Collection Systems Keville Enterprises Emerging Technologies in Wastewater Collection Systems Douglas McCutchen, CCM Brian Karmasin, P.E., BCEE CMAA Annual Conference Oct 2008 San Francisco, California Today s s Presentation

More information

Workflow Information Packet Land Development Projects

Workflow Information Packet Land Development Projects Workflow Information Packet Land Development Projects Typical Construction Flow Diagram for Land Development Projects Construction Plans Approved and Construction Permit Issued by Loudoun Water Pre-Construction

More information

FIRE PREVENTION DEPARTMENT. CONTAINMENT/RESTORATION UCDHS ILSM Procedure For Water Damage Repair

FIRE PREVENTION DEPARTMENT. CONTAINMENT/RESTORATION UCDHS ILSM Procedure For Water Damage Repair FIRENET FIRE PREVENTION DEPARTMENT January 2014 CONTAINMENT/RESTORATION UCDHS ILSM Procedure For Water Damage Repair Purpose: After staff respond to and take those immediate actions necessary to stop a

More information

MERCER ISLAND FIRE DEPARTMENT FIRE COMMERCIAL SPRINKLER STANDARDS

MERCER ISLAND FIRE DEPARTMENT FIRE COMMERCIAL SPRINKLER STANDARDS MERCER ISLAND FIRE DEPARTMENT FIRE COMMERCIAL SPRINKLER STANDARDS COMMERCIAL FIRE SPRINKLER SYSTEMS Page 1-5 SCOPE: Fire sprinkler systems in the City of Mercer Island shall meet the criteria as set forth

More information

VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL

VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the North Industrial

More information

Section 002345 FIRE HYDRANTS

Section 002345 FIRE HYDRANTS CCU STANDARD SPECIFICATIONS Section 002345 FIRE HYDRANTS Effective Date: Nov. 1st, 2011 Page 1 of 7 PART 1 - GENERAL The following specification is intended for use for the design, selection of materials,

More information

APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND TELECOMMUNICATION CABLES IN THE VICINITY OF TRANSPORTATION FACILITIES

APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND TELECOMMUNICATION CABLES IN THE VICINITY OF TRANSPORTATION FACILITIES APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND TELECOMMUNICATION CABLES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0

More information

National Archives and Record Administration

National Archives and Record Administration National Archives and Record Administration Installation of Self-Closing Flood Barriers and Loading Dock Turntable Removal and Structural Slab Repairs ! 2010 Baltimore Washington Chapter Outstanding Repair

More information

Section I - General. Page 1 of 5

Section I - General. Page 1 of 5 Section I - General City of Olivette Residential Sanitary Sewer Lateral Repair Program Policy & Procedures 1200 North Price Road, Olivette, MO 63132 P 314-993-0252 F 314-994-9862 A. The Owner of a single-family

More information

SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION:

SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION: September 22, 2009 Updated November 16, 2009 SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION: 1. DESCRIPTION: The cross slopes of the roadway are to be constructed as detailed in the plans and within

More information

CITY OF BAYTOWN Building Inspections

CITY OF BAYTOWN Building Inspections CITY OF BAYTOWN Building Inspections PERMIT SCHEDULE Residential Building Permit Fees Sec. 18-127. (a) Any person applying to the city for a building permit shall pay to the city, prior to the issuance

More information

Excavation Procedure. MIDGA Reviewed: 07/29/14 Effective: 06/20/09 Supersedes: Original Preparer: Owner: Approver: Safety Safety Safety

Excavation Procedure. MIDGA Reviewed: 07/29/14 Effective: 06/20/09 Supersedes: Original Preparer: Owner: Approver: Safety Safety Safety Procedure No.: SOP-0203 Page: 1 of 5 Preparer: Owner: Approver: Safety Safety Safety 1. PURPOSE The purposes of this procedure is to ensure safe excavation, reduce the potential of damaging underground

More information

Guidelines for Fiber Optic Cable Permits

Guidelines for Fiber Optic Cable Permits Guidelines for Fiber Optic Cable Permits NOVA District (Fairfax/Arlington) Permits www.virginiadot.org/business/fairfax-permits-main.asp Email: NOVAFairfaxPermits@VDOT.Virginia.gov 14685 Avion Parkway

More information

Contract Administration

Contract Administration Chapter 5 Contract Administration Section 3 Change Orders 5-301 General 5-302 Change Order Policy 5-303 Purpose of Change Orders 5-304 Initiation of Change Orders 5-305 Preliminary Considerations 5-306

More information

City Of London Blames Increased Crash Claims on Legal System - A Biased London Free Press Article

City Of London Blames Increased Crash Claims on Legal System - A Biased London Free Press Article City Of London Blames Increased Crash Claims on Legal System - A Biased London Free Press Article Posting Date: 01 Apr 2011 The London Free Press has authored a rather biased article in its April 1st,

More information

1. It would create hazardous effects of storm water run-off. 3. It would increase hazardous driving conditions on the public road.

1. It would create hazardous effects of storm water run-off. 3. It would increase hazardous driving conditions on the public road. SECTION 6: REQUIREMENTS FOR A DRIVEWAY CONNECTION A. Required information. The application shall be accompanied by a sketch of the proposed driveway which at a minimum shall indicate: 1. Geometric information

More information

SPECIFICATIONS FOR SANITARY SEWER LINE REPLACEMENT IN PIONEER PARK. City of Des Peres, Missouri. 12325 Manchester Road. Des Peres, Missouri 63131

SPECIFICATIONS FOR SANITARY SEWER LINE REPLACEMENT IN PIONEER PARK. City of Des Peres, Missouri. 12325 Manchester Road. Des Peres, Missouri 63131 SPECIFICATIONS FOR SANITARY SEWER LINE REPLACEMENT IN PIONEER PARK City of Des Peres, Missouri 12325 Manchester Road Des Peres, Missouri 63131 Prepared by City Engineer March 2011 INVITATION TO BID SANITARY

More information

Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City Wide Program

Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City Wide Program North American Society for Trenchless Technology (NASTT) NASTT s 2013 No-Dig Show Sacramento, California March 3-7, 2013 TA-T3-05 Greensboro s Pilot Program for Water Pipe Bursting Leads to Expanded City

More information

MEMORANDUM. 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525

MEMORANDUM. 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525 1509 West Swann Avenue, Suite 225 Tampa, Florida 33606 Phone (813) 258-8818 Fax (813) 258-8525 To: From: Date: Subject: Mr. Thomas Gibson, City of St. Petersburg Jeffrey D. Malyszek, PE and Deborah C.

More information

Nebraska Department of Roads Drainage and Erosion Control Manual December 2011 Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY

Nebraska Department of Roads Drainage and Erosion Control Manual December 2011 Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY Appendix C: Pipe Material Policy Page C-1 PIPE MATERIAL POLICY Policy: This policy will replace all previous policies regarding the selection of pipe material for cross drains, drive pipe, drop pipe, storm

More information

SECTION 02401 - SANITARY SEWER PIPE

SECTION 02401 - SANITARY SEWER PIPE PART 1 - GENERAL 1.1 DESCRIPTION A. The WORK under this Section includes providing all labor, materials, tools and equipment necessary for furnishing and installing sanitary sewer pipe, in accordance with

More information

City Council Budget Worksession

City Council Budget Worksession City Council Budget Worksession Agenda and Materials December 19, 2013 Basement Conference Room, 6:00 8:00PM 1. FY 2015 Budget Process Update 2. FY 2015-2019 Revenue and Expenditure Projections and Long

More information

Pavement Management Implementation: Success Stories for Maryland Counties

Pavement Management Implementation: Success Stories for Maryland Counties Pavement Management Implementation: Success Stories for Maryland Counties September 25, 2015 Aaron D. Gerber, P.E. How Does Your Organization Manage Pavement Assets? By Experience/Past Practice? By Customer

More information

SECTION IV - TESTS AND INSPECTIONS PART 1 - GENERAL. 1.01 Testing - General

SECTION IV - TESTS AND INSPECTIONS PART 1 - GENERAL. 1.01 Testing - General SECTION IV - TESTS AND INSPECTIONS PART 1 - GENERAL 1.01 Testing - General Testing shall be of the type and frequency described in each section and summarized in Item 1 of this section. In addition to

More information

Utilizing Trenchless Technology to Achieve Watermain Asset Management Objectives

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

More information

Rockfall in Ohio An Update of the Rockfall Database Population. Eric Kistner Stantec August 1, 2012 Geohazards Conference

Rockfall in Ohio An Update of the Rockfall Database Population. Eric Kistner Stantec August 1, 2012 Geohazards Conference Rockfall in Ohio An Update of the Rockfall Database Population Eric Kistner Stantec August 1, 2012 Geohazards Conference Presentation Outline Rockfall in Ohio An Update of the Rockfall Database Population

More information

Bernie Nimer, Dave Seton Mayfair Hotel Development Corporation

Bernie Nimer, Dave Seton Mayfair Hotel Development Corporation SITE INVESTIGATION REPORT NO. S1r1 PROJECT: The Mayfair Hotel PROJECT NO: 140565 ATTN: Bernie Nimer, Dave Seton Mayfair Hotel Development Corporation PREPARED BY: Cory Zurell, PhD, P.Eng. DATE: 13 April

More information

Public Works and Transportation Bus Service Hub Terminal HVAC, Canopy, AVL Sign Equipment

Public Works and Transportation Bus Service Hub Terminal HVAC, Canopy, AVL Sign Equipment Public Works and Transportation Bus Service Hub Terminal HVAC, Canopy, AVL Sign Equipment 1. Construction of Canopy. The original Request for Bids for the project included a 30-foot canopy extending along

More information

Sewage Compliance Form Instructions

Sewage Compliance Form Instructions CITY OF JOHNSTOWN DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT 401 MAIN STREET ROOM 200 JOHNSTOWN, PA 15901 814-533-2017 FAX 814-539-5816 RENEE K. DALY DIRECTOR Sewage Compliance Form Instructions 1)

More information

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS

San Antonio Water System Standard Specifications for Construction ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS ITEM NO. 1103 POINT REPAIRS AND OBSTRUCTION REMOVALS 1103.1 DESCRIPTION: 1. Repair of sanitary sewer lines by replacing short lengths of failed pipe with new pipe. 2. Repair of service laterals located

More information

CITY COUNCIL AGENDA REPORT

CITY COUNCIL AGENDA REPORT CITY COUNCIL AGENDA REPORT Subject: LACOMBE RESERVOIR FILL LINE Recommendation(s) That Administration be authorized to spend up to $200,000 from the Utility Water Reserve to investigate the source of a

More information

TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth

TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20

More information

Section 402. STORM SEWERS

Section 402. STORM SEWERS 402.02 Section 402. STORM SEWERS 402.01. Description. This work consists of constructing storm sewers of the size and class required, including excavation, bedding, and backfill. 402.02. Materials. Provide

More information

Technical Memorandum Cost Criteria for 2010 System Capacity Plan

Technical Memorandum Cost Criteria for 2010 System Capacity Plan 2010 SASD SEWER SYSTEM CAPACITY PLAN UPDATE Technical Memorandum Cost Criteria for 2010 System Capacity Plan PREPARED BY: My Huynh DATE: September 13, 2011 REVIEWED BY: Sonny Lunde INTRODUCTION This Technical

More information

NYSDEC Optional Additional Language Model Local Law for Flood Damage Prevention Optional Additional Language

NYSDEC Optional Additional Language Model Local Law for Flood Damage Prevention Optional Additional Language NYSDEC General Comments. The contains language that complies with the floodplain management requirements of the National Flood Insurance Program (NFIP) contained in federal regulations 44 CFR 60.3 through

More information

SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.

SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250. 02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or

More information

GUIDELINES FOR 1993 AASHTO PAVEMENT DESIGN

GUIDELINES FOR 1993 AASHTO PAVEMENT DESIGN VIRGINIA DEPARMENT OF TRANSPORTATION MATERIALS DIVISION PAVEMENT DESIGN AND EVALUATION SECTION GUIDELINES FOR 1993 AASHTO PAVEMENT DESIGN FIRST PRINTING MAY 2000 REVISED OCTOBER 2001 REVISED JANUARY 2003

More information

Special Specification 7021 Water Main and Sewer Line Replacements

Special Specification 7021 Water Main and Sewer Line Replacements Special Specification 7021 Water Main and Sewer Line Replacements 1. DESCRIPTION Furnish, install, or replace water pipe, water valves, water meters and boxes, water service connections, fire hydrant assemblies,

More information

WASHINGTON COUNTY SANITARY SERVICE LATERAL MATERIAL AND INSTALLATION GUIDE. Established By: THE BOARD OF COUNTY COMMISSIONERS WASHINGTON COUNTY, OHIO

WASHINGTON COUNTY SANITARY SERVICE LATERAL MATERIAL AND INSTALLATION GUIDE. Established By: THE BOARD OF COUNTY COMMISSIONERS WASHINGTON COUNTY, OHIO WASHINGTON COUNTY SANITARY SERVICE LATERAL MATERIAL AND INSTALLATION GUIDE Established By: THE BOARD OF COUNTY COMMISSIONERS WASHINGTON COUNTY, OHIO Commissioners Mr. Timothy C. Irvine, President Ms. Cora

More information

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES

AIR RELEASE, CLEANOUT, AND SEWER MANHOLES AIR RELEASE, CLEANOUT, AND SEWER MANHOLES **From Hartford IM BLDG(10) DESCRIPTION. This work shall consist of the construction of air release, cleanout, and sanitary sewer manholes; and the furnishing

More information

Porous Pavement Alternatives Cost Analysis

Porous Pavement Alternatives Cost Analysis Porous Pavement Alternatives Cost Analysis Prepared by Century West Engineering for Metro This cost analysis compares the construction costs of six different types of pavement for three different scenarios.

More information

Water Loss and Leak Detection. Gary Armentrout, Project Associate Environmental Finance Center Wichita State University

Water Loss and Leak Detection. Gary Armentrout, Project Associate Environmental Finance Center Wichita State University Water Loss and Leak Detection Gary Armentrout, Project Associate Environmental Finance Center Wichita State University Water Meters The Atlanta Journal-Constitution: Thousands of city of Atlanta water

More information

Service Line Warranties of America (SLWA) is the Preferred Service Line Warranty Partner of the City of San Diego

Service Line Warranties of America (SLWA) is the Preferred Service Line Warranty Partner of the City of San Diego Service Line Warranties of America (SLWA) is the Preferred Service Line Warranty Partner of the City of San Diego FAQs Who is Service Line Warranties of America? SLWA is a private company that provides

More information

Pine Creek Culvert Upgrade $ 560,000. Located at exiting hump dike, just south of Fire Training Center

Pine Creek Culvert Upgrade $ 560,000. Located at exiting hump dike, just south of Fire Training Center To: BOS From: Joseph Michelangelo, P.E. Director of Public Works Re: CDBG-DR Pine Creek Culvert Upgrade Date: April 20, 2015 On June 19, 2014, the Town of Fairfield was awarded the above referenced project

More information

PLUMBING ROUGH IN INSPECTION

PLUMBING ROUGH IN INSPECTION This Program is made Possible through the Code Officials Education & Training Fund. Revenue for the Fund comes from Assessments on Building Permits. Please turn down cell phones and put pagers on vibrate.

More information

CITY OF TOPEKA UTILITIES FEES AND CHARGES SCHEDULE

CITY OF TOPEKA UTILITIES FEES AND CHARGES SCHEDULE CITY OF TOPEKA UTILITIES FEES AND CHARGES SCHEDULE In accordance with Topeka Municipal Code Title 13, fees and charges for services provided shall be maintained in a schedule and shall be based on the

More information

5901 Milwaukee Street Planned Unit Development (GDP) (Second Addition to Grandview Commons)

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

More information

Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS

Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS 1 Proposal & Plans Received? 2 Review Proposal, highlight important facts. Know proposal well to be able to find answers quickly.

More information