City of South Haven Water Plant Projects. Monthly Status Report

Size: px
Start display at page:

Download "City of South Haven Water Plant Projects. Monthly Status Report"

Transcription

1 City of South Haven Water Plant Projects Monthly Status Report Report 13 October 19, 2009 Project No. G07734WP

2 CITY OF SOUTH HAVEN WATER PLANT PROJECTS MONTHLY PROGRESS REPORT NO. 13 PREPARED FOR: THE CITY OF SOUTH HAVEN, MICHIGAN OCTOBER 19, 2009 PROJECT NO. G07734WP Fishbeck, Thompson, Carr & Huber, Inc. Engineers Scientists Architects Constructors 1515 Arboretum Drive, SE, Grand Rapids, MI Telephone:

3 TABLE OF CONTENTS WORK COMPLETED DURING THE CURRENT REPORTING PERIOD... 1 WORK ANTICIPATED FOR THE NEXT REPORTING PERIOD... 1 CHANGES IN SCOPE IDENTIFIED DURING THE PERIOD... 1 SCOPE CHANGES IMPACTING COST AND SCHEDULE... 1 SOUTH HAVEN SWITCHGEAR BUILDING (PROJECT COMPLETE)... 2 SOUTH HAVEN FOUNDATION DEMOLITION (PROJECT COMPLETE)... 2 SOUTH HAVEN WATER FILTRATION PLANT COST SUMMARY... 2 TOTAL PROJECT CONTINGENCY SUMMARY... 3 LIST OF FIGURES Photograph 1 Floc sed basin floor beam rebar October 5, 2009 Photograph 2 Elevated slab above backwash tanks October 13, 2009 Photograph 3 Clear well walls October 16, 2009 Photograph 4 October 5, 2009 Photograph 5 Clear well rebar and forms October 16, 2009 Photograph 6 Southeast corner of sub-basement October 16, 2009 Photograph 7 East wall of sub-basement October 16, 2009 Photograph 8 Elevated slab above backwash tanks rebar October 16, 2009 LIST OF APPENDICES Schedule i

4 October 192, 009 Project No. G07734DB Mr. Roger Huff, P.E. City of South Haven th Avenue South Haven, MI RE: Power Plant Demolition - Water Filtration Plan Monthly Status Report Dear Mr. Huff: This is our Monthly Status Report No. 13 for the period ending October 16, This report contains a summary of work performed up to that date. If you have any questions or require additional information, please call Sincerely, FISHBECK, THOMPSON, CARR & HUBER, INC. Randall J. Oostdyk Construction Manager sdg Enclosures cc: Mr. Chad R. Everts, LEED AP FTC&H

5 WORK COMPLETED DURING THE CURRENT REPORTING PERIOD Began pouring clear well walls. Continue pouring perimeter concrete walls. Began excavation of raw water pump station. Installed formwork and installation of rebar for elevated slab above backwash tanks. Installing electrical conduits in concrete walls. Installing pipe sleeves and wall pipes for process piping in concrete walls. WORK ANTICIPATED FOR THE NEXT REPORTING PERIOD Complete clear well walls. Pour concrete at elevated slab about backwash tanks. Continue perimeter concrete walls on the sub-basement level. Begin elevated slab above clear wells. Complete bore and jack of 24-inch intake pipe between raw water pump station and existing screen building. Begin bore and jack of 36-inch future intake pipe between raw water pump station and beach. Install waterproofing membrane on sub-basement perimeter walls. Begin basement level floor slabs. CHANGES IN SCOPE IDENTIFIED DURING THE PERIOD Bulletin 4 was issued on September 14, SCOPE CHANGES IMPACTING COST AND SCHEDULE Bulletin 3 was approved and incorporated into Change Order No. 1 for the water filtration plant project. This change order has been signed and returned by the City. Change Order 2 for the switchgear building project was signed and returned by the City. This change order deducts $88, from the total for this project. These monies will be added into the water filtration plant project by a future change order.

6 SOUTH HAVEN SWITCHGEAR BUILDING (PROJECT COMPLETE) Construction Cost Summary Original Contract $1,322, Change Order 1 (50/50 split of costs for items missed by Compton, Inc.) Change Order 2 (Transfer unused General Conditions to the water filtration plant project 4, (88,769.95) Contract Total as of September 14, 2009 $1,238, SOUTH HAVEN FOUNDATION DEMOLITION (PROJECT COMPLETE) Construction Cost Summary Original Contract $561, Change Order No. 1 (Cost for change in earth retention wall type) 46, Change Order No. 2 (Cost for asbestos removal and balancing of coal ash removal) 13, Contract Total as of September 14, 2009 $621, SOUTH HAVEN WATER FILTRATION PLANT COST SUMMARY Original Contract $15,029, Change Order 1 (Bulletin 3, additional traffic control, balance of crane bid) 25,216,.03 Contract Total as of October $15,054,950.32

7 TOTAL PROJECT CONTINGENCY SUMMARY Beginning Contingency Amount $767, Switch Gear Building Change Order 1 (4,587.50) Foundation Demolition Change Order 1 (46,267.20) Foundation Demolition Change Order 2 (13,289.39) Water Filtration Plant Change Order 1 (25,216.03) Remaining Contingency as of September 14, 2009 $678,275.88

8 PHOTOGRAPHS

9 Floc sed basin floor beam rebar October 5, 2009 October 5, 2009

10 Elevated slab above backwash tanks October 13, 2009 Clear well walls - October 16, 2009

11 Clear well rebar and forms October 16, 2009 Southeast corner of sub-basement October 16, 2009

12 East wall of sub-basement October 16, 2009 Elevated slab above backwash tanks rebar October 16, 2009

13 SCHEDULE

14

Re: Damages to Alaska Building from Legislative Information Office Construction

Re: Damages to Alaska Building from Legislative Information Office Construction 510 L Street Suite 200 Anchorage, AK 99501-1949 (907) 274-22362236 Phone (907) 274-25202520 Fax www.bbfm.com July 22, 2015 Jim Gottstein Alaska Building 406 G Street, Suite 206 Anchorage, AK 99501 Re:

More information

Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015

Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015 Muddy River Flood Risk Management & Environmental Restoration Project Phase 1 Construction Activities Next 90 Days August 2015 General: The Muddy River Flood Risk Management (FRM) & Environmental Restoration

More information

October 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr.

October 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr. 117 S. Market St. Benton, AR 72015 * 501-315-2626 * Fax 501-315-0024 October 30, 2014 Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR Re: Report of Findings,, Benton, Arkansas, Dear Mr. Vick: This

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

TD AMERITRADE Park Omaha

TD AMERITRADE Park Omaha TD AMERITRADE Park Omaha November 19, 2009 Report No. 6 MONTHLY CONSTRUCTION PROGRESS REPORT METROPOLITAN ENTERTAINMENT & CONVENTION AUTHORITY MONTHLY CONSTRUCTION PROGRESS REPORT Metropolitan Entertainment

More information

Pumphouse Museum at the Historic Ottawa Beach Parks Park Township

Pumphouse Museum at the Historic Ottawa Beach Parks Park Township Pumphouse Museum at the Historic Ottawa Beach Parks Park Township Project Description: Wedged between Ottawa Beach Road and the Lake Macatawa Shoreline, the historic red brick industrial building commonly

More information

ARCHITECTURAL TECHNOLGY 4 ADVANCED CONSTRUCTION TECHNOLOGY BASEMENT CONSTRUCTION YEAR 3 SEMESTER 1 AIDAN WALSH R00060057. Lecturer: Jim Cahill

ARCHITECTURAL TECHNOLGY 4 ADVANCED CONSTRUCTION TECHNOLOGY BASEMENT CONSTRUCTION YEAR 3 SEMESTER 1 AIDAN WALSH R00060057. Lecturer: Jim Cahill ARCHITECTURAL TECHNOLGY 4 ADVANCED CONSTRUCTION TECHNOLOGY BASEMENT CONSTRUCTION YEAR 3 SEMESTER 1 AIDAN WALSH R00060057 Lecturer: Jim Cahill 29 th November 2011 TABLE OF CONTENTS SUMMARY 1 MAIN BODY SECTION

More information

REQUIREMENTS AND SPECIFICATIONS FOR HIGH VOLTAGE CUSTOMER BUILT FACILITIES PEPCO ENGINEERING

REQUIREMENTS AND SPECIFICATIONS FOR HIGH VOLTAGE CUSTOMER BUILT FACILITIES PEPCO ENGINEERING REQUIREMENTS AND SPECIFICATIONS FOR HIGH VOLTAGE CUSTOMER BUILT FACILITIES PEPCO ENGINEERING Revised October, 2013 TABLE OF CONTENTS 1.0 INTRODUCTION... 3 2.0 REQUIRED DRAWINGS... 3 2.1 Site Plan... 3

More information

The minimum reinforcement for the stem wall is the placement of:

The minimum reinforcement for the stem wall is the placement of: PolySteel creates an ideal insulated stem wall for concrete slabs that can make this part of your project easier and faster, in addition to making your finished project more energy-efficient. Figures 3.20

More information

PRESERVATION PLANNING ASSOCIATES 519 Fig Avenue, Santa Barbara, CA 93101 Telephone (805) 450-6658 Email: accole5@yahoo.com

PRESERVATION PLANNING ASSOCIATES 519 Fig Avenue, Santa Barbara, CA 93101 Telephone (805) 450-6658 Email: accole5@yahoo.com PRESERVATION PLANNING ASSOCIATES 519 Fig Avenue, Santa Barbara, CA 93101 Telephone (805) 450-6658 Email: accole5@yahoo.com June 17, 2015 Ms. Kimberley Heaton McCarthy Supervising Planner Building and Safety

More information

KIEWIT CM/GC Enabling/Utilities

KIEWIT CM/GC Enabling/Utilities South Terminal Redevelopment Program KIEWIT CM/GC Enabling/Utilities Contract Value $50 million M/WBE Goal 20 percent Contact John Todd, LEED AP Project Manager 303.930.9046 john.todd@kiewit.com General

More information

FDIC ENVIRONMENTAL CHECKLIST OF. FDIC Asset Number 88310023. Multi-Family Residence 2120 South Fairfield Avenue Chicago, Illinois

FDIC ENVIRONMENTAL CHECKLIST OF. FDIC Asset Number 88310023. Multi-Family Residence 2120 South Fairfield Avenue Chicago, Illinois FDIC ENVIRONMENTAL CHECKLIST OF FDIC Asset Number 88310023 Multi-Family Residence 2120 South Fairfield Avenue Chicago, Illinois ATC Project Number 301.75462.0102 September 29, 2012 Prepared by: Prepared

More information

Ann Arbor Wastewater Treatment Plant Facilities Renovations Project September 2015

Ann Arbor Wastewater Treatment Plant Facilities Renovations Project September 2015 Ann Arbor Wastewater Treatment Plant Facilities Renovations Project September 2015 The Facilities Master Plan was completed in 2004 and identified the need for improvements to the City of Ann Arbor s Wastewater

More information

ENTRY FORM. DVASE 2013 Excellence in Structural Engineering Awards Program

ENTRY FORM. DVASE 2013 Excellence in Structural Engineering Awards Program ENTRY FORM DVASE 2013 Excellence in Structural Engineering Awards Program PROJECT CATEGORY (check one): Buildings under $2M Buildings Over $100M Buildings $2M-$10M Other Structures Under $5M Buildings

More information

National Science Foundation Funds Request

National Science Foundation Funds Request University Corporation for Atmospheric Research National Science Foundation Funds Request 1. (NSF USE ONLY) 2. FACILITY NAME & LOCATION 3. PROJECT NAME 4. UCAR TRACKING NUM. NCAR Mesa Lab 15KV FEEDER REPLACEMENT

More information

Hartsfield-Jackson Atlanta International Airport s

Hartsfield-Jackson Atlanta International Airport s Hartsfield-Jackson Atlanta International Airport s 2008-09 Closed Projects (Posted 1/6/2009) FC-3007000038C: MISCELLANEOUS BUILT-UP ROOF AND SINGLE PLY ROOF REPAIRS AT H-JAIA Furnish all labor, equipment,

More information

Appendix 2-A: Asbestos Assessment Summary Table

Appendix 2-A: Asbestos Assessment Summary Table Final Environmental Impact Statement Cricket Valley Energy Project Dover, NY Appendix 2-A: Assessment Summary Table Earth Resources 1 Main First Floor A33 Heater Unit 1 EA F Poor Y Assumed ACM 1 Main Second

More information

SPILL CONTINGENCY PLAN

SPILL CONTINGENCY PLAN SPILL CONTINGENCY PLAN SITE NAME: SITE ADDRESS: FISHBECK, THOMPSON, CARR & HUBER, INC. Engineers Scientists Architects 4775 Campus Drive, Kalamazoo, MI 49008 Telephone: 269-375-3824 1.0 INTRODUCTION The

More information

Page & Turnbull imagining change in historic environments through design, research, and technology

Page & Turnbull imagining change in historic environments through design, research, and technology DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED

More information

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL

HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL HIGH LEVEL SEISMIC UPGRADE COST ESTIMATE FOR CENTRE BLOCK, PARLIAMENT HILL Prepared for: Public Works and Government Services Canada Parliamentary Precinct Branch Prepared by: Halsall Associates 210 Gladstone

More information

MONTHLY PROJECT CONSTRUCTION PROGRESS REPORT #5

MONTHLY PROJECT CONSTRUCTION PROGRESS REPORT #5 Rendering Provided by McKissick Associates MONTHLY PROJECT CONSTRUCTION PROGRESS REPORT #5 Additions and Alterations to Williamsport Area Middle School Williamsport Area School District 17 July 2012 Geo-Thermal

More information

Simpson Engineering A state licensed engineering firm F-1607

Simpson Engineering A state licensed engineering firm F-1607 Simpson Engineering A state licensed engineering firm F-1607 4126 Allencrest 13901 Midway Lane, Dallas, Road, Texas Ste.102-136 75244 Telephone: 214-351-1637 Dallas, - Fax: TX 214-351-1639 75244-4388 Telephone:

More information

SAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT

SAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT SAMPLE SCHEDULE OF S 1.00 General Conditions 1.01 Project Management 1.02 General Superintendent 1.03 Superintendents 1.04 Safety Engineer 1.05 Scheduling 1.06 Field Engineering 1.07 Bonds 1.08 Trailer

More information

Improving the Efficiency of Managing a Construction Project: A Collaborative Web-based Solution

Improving the Efficiency of Managing a Construction Project: A Collaborative Web-based Solution Improving the Efficiency of Managing a Construction Project: A Collaborative Web-based Solution 2011 WEAU Mid Year Conference Prepared by Jeremy Williams, PE Given by Clint Rogers, PE 1 Jeremy s CM Background

More information

May 5, 2010. Client Client Address. Re: Inspection Address, Chicago, Illinois. Dear Mr. Client,

May 5, 2010. Client Client Address. Re: Inspection Address, Chicago, Illinois. Dear Mr. Client, PROPERTY INSPECTION PROFESSIONALS May 5, 2010 Client Client Address Re: Inspection Address, Chicago, Illinois Dear Mr. Client, On May 4, 2010, Tomacor completed a property inspection of the above referenced

More information

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE STRUCTURAL INSPECTION REPORT DRAFT 201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE TOWN OF PRESCOTT Date: November 2013 GENIVAR No.: 131-20617-00 2611 Queensview Drive, Suite 300, Ottawa,

More information

The ACR : Advanced Design Features for a Short Construction Schedule

The ACR : Advanced Design Features for a Short Construction Schedule Transactions of the 17 th International Conference on Structural Mechanics in Reactor Technology (SMiRT 17) Prague, Czech Republic, August 17 22, 2003 Paper # S01-3 The ACR : Advanced Design Features for

More information

OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION

OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION OSHA GUIDANCE DOCUMENT FALL PROTECTION IN RESIDENTIAL CONSTRUCTION Table of Contents Executive Summary... 1 Introduction... 1 Installing

More information

CHAPTER 2 QUANTITY TAKE-OFF

CHAPTER 2 QUANTITY TAKE-OFF CHAPTER 2 QUANTITY TAKEOFF The quantity takeoff is an important part of the cost estimate. It must be as accurate as possible and should be based on all available engineering and design data. Use of appropriate

More information

City of Toledo Bid Sheet

City of Toledo Bid Sheet FOR: DEPT: DPU/Water Reclamation DATE: 6/10/14 Article 2.3 Final Design Elements 2.3. A, HVAC System 2.3. B, Blower Intake 2.3. C, Filter System 2.3. D, Bridge Crane 2.3. E, Final Cost Estimate 2.3. Design

More information

Construction Cost Management. Audit AUDIT REPORT. City of Austin. November 2012. Office of the. A Report to the Austin City Council

Construction Cost Management. Audit AUDIT REPORT. City of Austin. November 2012. Office of the. A Report to the Austin City Council City of Austin AUDIT REPORT A Report to the Austin City Council Mayor Lee Leffingwell Mayor Pro Tem Sheryl Cole Council Members Chris Riley Mike Martinez Kathie Tovo Laura Morrison Bill Spelman Construction

More information

Issue of the Guidelines on Prevention of Water Seepage in New Buildings

Issue of the Guidelines on Prevention of Water Seepage in New Buildings graphic: Buildings Department Your REF 來 函 檔 號 :. OUR REF 本 處 檔 號 :.BD GR/1-55/173 FAX 圖 文 傳 真 :..28400451 TEL 電 話 :..2626 1717 www.info.gov.hk/bd To : All Authorized Persons 7 March 2005 Registered Structural

More information

Remediation Weekly Activity Summary Report Ameren LaSalle Former MGP - Soil Removal Action

Remediation Weekly Activity Summary Report Ameren LaSalle Former MGP - Soil Removal Action Remediation Weekly Activity Summary Report Ameren LaSalle Former MGP - Soil Removal Action Page 1 Period: August 11 through 17, 2014 (Week 48) PSC Project Number Completed By: Jeff Adams 624-1202-0012

More information

Remediation Weekly Activity Summary Report Ameren LaSalle Former MGP - Soil Removal Action

Remediation Weekly Activity Summary Report Ameren LaSalle Former MGP - Soil Removal Action Remediation Weekly Activity Summary Report Ameren LaSalle Former MGP - Soil Removal Action Page 1 Period: June 16 - June 22, 2014 (Week 40) PSC Project Number Completed By: Jeff Adams 624-1202-0012 General

More information

School Construction Authority Architecture & Engineering

School Construction Authority Architecture & Engineering SCOPING GUIDELINES 1.0 GENERAL GUIDELINES 2.0 BUILDING ENVELOPE SCOPING GUIDELINES 3.0 CATEGORIES AND COMPONENTS: The Flood Elimination/Below Grade Capital Category may include some or all of the following

More information

American Towers at 48 W Broadway, Salt Lake City Structural Investigation of Rooftop Hot Tub Structures (North & South Towers)

American Towers at 48 W Broadway, Salt Lake City Structural Investigation of Rooftop Hot Tub Structures (North & South Towers) 12 October 2011 Mr. Joseph Toronto General Manager American Towers Owner s Association 48 W Broadway, Suite 100 Salt Lake City, UT 84101 RE: American Towers at 48 W Broadway, Salt Lake City Structural

More information

Seattle Public Schools Building Excellence IV Projects Under Construction

Seattle Public Schools Building Excellence IV Projects Under Construction Seattle Public Schools Building Excellence IV Projects Under Construction Project Slide Number Arbor Heights Elementary School 2 Cascadia Elementary School & Robert Eagle Staff Middle School 13 Genesee

More information

DUDERSTADT FOUNDATION & CONSTRUCTION, LLC.

DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. Drilling since 1916 2215 Belknap Place Phone (210) 824-3800 San Antonio, TX 78212-1904 Fax (210) 824-9525 www.duderstadtfoundation.com ABOUT THE COVER: Drilled

More information

CONSOLIDATED EDISON CO. OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DEPARTMENT SUBSTATION & EQUIPMENT SECTION

CONSOLIDATED EDISON CO. OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DEPARTMENT SUBSTATION & EQUIPMENT SECTION CONSOLIDATED EDISON CO. OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING DEPARTMENT SUBSTATION & EQUIPMENT SECTION SPECIFICATION EO-5023 REVISION 3 MARCH 2003 REQUIREMENTS FOR

More information

Essential Performance Attributes of Preapplied waterproofing

Essential Performance Attributes of Preapplied waterproofing Essential Performance Attributes of Preapplied waterproofing Craig Boucher, LEED AP Grace Construction Products 62 Whittemore Ave., Cambridge, MA 02140 Phone: 617-498-4429 Fax: 617-498-4419 E-mail: craig.boucher@grace.com

More information

14 September 2015. Sarah Zorn Planning and Economic Development 25 West Fourth Street, Ste. 1100 St. Paul, MN 55102

14 September 2015. Sarah Zorn Planning and Economic Development 25 West Fourth Street, Ste. 1100 St. Paul, MN 55102 Sarah Zorn Planning and Economic Development 25 West Fourth Street, Ste. 1100 St. Paul, MN 55102 Project No.: 15538.00 Re: Structural Condition Review of the building at 700 4 th St. E. Dear Sarah: We

More information

SECTION 3 ONM & J STRUCTURAL ANALYSIS

SECTION 3 ONM & J STRUCTURAL ANALYSIS Historic Boynton Beach High School Existing Building Assessment City of Boynton Beach February 10, 2011 SECTION 3 ONM & J STRUCTURAL ANALYSIS STRUCTURAL ENGINEERS SPECIAL INSPECTORS STRUCTURAL CONDITION

More information

March 19, 2014. Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202

March 19, 2014. Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202 Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202 Re: Prospector s Point Walkway/Façade Repairs Martin/Martin, Inc Project No.: 13.0358.S.02 Ms. McDonald: Per your request

More information

Machine Foundation Design

Machine Foundation Design Machine Foundation Design As the structural engineer who recently designed the machine foundation for one of the largest vertical turning and milling centers in the country, in addition to over 250 other

More information

Lake Charles Ward 3 Recreation Improvements To University Park

Lake Charles Ward 3 Recreation Improvements To University Park DATE APRIL 2015 Drawing Index A0.0 Cover Survey A1.0 Site Plan & Details A2.0 Pool Area Site Plan & Demo Plan A2.1 Pool Area Building Improvements A2.2 Pool Area Elevations & Wall Section A3.0 Basketball

More information

LOWEST FLOOR GUIDE I. LOWEST FLOOR DETERMINATION

LOWEST FLOOR GUIDE I. LOWEST FLOOR DETERMINATION This section is to be used as a guide for identifying the lowest floor for rating buildings being considered for coverage under the National Flood Insurance Program. I. LOWEST FLOOR DETERMINATION The following

More information

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER

GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER Professional Experience: Pride and Passion in the Art of Structural Engineering since 1979. Professional Registration: Professional

More information

MEMORANDUM. General: Foundation:

MEMORANDUM. General: Foundation: MEMORANDUM State of Alaska Department of Transportation and Public Facilities Central Region - Division of Construction and Operations Public Facilities Branch TO: Jennifer Murrel DATE: August 19, 2010

More information

(4020-NY) ARCHITECTURAL BUILDING INSPECTION ASSESSMENT AND REPORT

(4020-NY) ARCHITECTURAL BUILDING INSPECTION ASSESSMENT AND REPORT FEMA Task Order 12-J-0001 (4020-NY) ARCHITECTURAL BUILDING INSPECTION ASSESSMENT AND REPORT Orange County Government Center 255 Main Street, Goshen NY February 15, 2012 1 INDEX and TABLE OF CONTENTS I.

More information

What Causes Foundation Leaking?

What Causes Foundation Leaking? A home's foundation has the odds stacked against it from the day it's built. When a home is excavated to make room for the foundation walls, space is left between the outer edge of the foundation wall

More information

City of Treasure Island FEMA Cost Breakdown Worksheet For Substantial Improvement / Damage

City of Treasure Island FEMA Cost Breakdown Worksheet For Substantial Improvement / Damage City of Treasure Island FEMA Cost Breakdown Worksheet For Substantial Improvement / Damage Property Address: Company Name: Contractor Name: Contractor Address: City: State: Zip: License Number: Phone Number

More information

TRANSBAY JOINT POWERS AUTHORITY

TRANSBAY JOINT POWERS AUTHORITY STAFF REPORT FOR CALENDAR ITEM NO.: 14 FOR THE MEETING OF: November 13, 2014 BRIEF DESCRIPTION: TRANSBAY JOINT POWERS AUTHORITY Amending Contract No. 08-04-CMGC-000, authorizing Webcor/Obayashi Joint Venture

More information

NORWALK LA MIRADA UNIFIED SCHOOL DISTRICT Measure S Program Construction Management Progress Report For Citizens Oversight Committee Fall Quarter 2008

NORWALK LA MIRADA UNIFIED SCHOOL DISTRICT Measure S Program Construction Management Progress Report For Citizens Oversight Committee Fall Quarter 2008 NORWALK LA MIRADA UNIFIED SCHOOL DISTRICT Measure S Program Construction Management Progress Report For Citizens Oversight Committee Fall Quarter 2008 PROGRAM AND CONSTRUCTION MANAGER SEPTEMBER 30, 2008

More information

Thermo-Flo Basement Waterproofing System. B-Dry System, Inc. 455 South 4th Street, Suite 350 Louisville, KY 40202

Thermo-Flo Basement Waterproofing System. B-Dry System, Inc. 455 South 4th Street, Suite 350 Louisville, KY 40202 DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Housing - Federal Housing Commissioner Series and Series Number: MATERIALS RELEASE NO: (Supersedes issue dated May 23, 2007) 1199g TO: DIRECTORS, SINGLE FAMILY

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

Design Criteria & Service Goals

Design Criteria & Service Goals 4.1 Design Life of Improvements The design life of a water system component is sometimes referred to as its useful life or service life. The selection of a design life is a matter of judgment based on

More information

Chapter 2: Foundations

Chapter 2: Foundations Chapter 2: Foundations Crawlspace [V502.1.2] Vents. Vents in the crawlspace help keep floor insulation and floor framing dry. Crawlspace vents also reduce the potential for radon buildup under the floor.

More information

Cold Weather Concrete Practices

Cold Weather Concrete Practices Cold Weather Concrete Practices The Information below is an outline of common practice for residential foundation placement and winter construction utilize Edmonton and surrounding Area. Conditions in

More information

HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com

HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com HEDDERMAN ENGINEERING, INC. www.heddermanengineering.com Office 281-355-9911, Fax 281-355-9903 office@heddermanengineering.com, 2011 TO: Mr. REF: CONDITION OF PROPERTY SURVEY Dear Mr. : At your request,

More information

Extra. Technical. November 2014 Issue 16 NHBC STANDARDS GUIDANCE AND GOOD PRACTICE. In this issue:

Extra. Technical. November 2014 Issue 16 NHBC STANDARDS GUIDANCE AND GOOD PRACTICE. In this issue: Technical Extra November 2014 Issue 16 In this issue: NHBC STANDARDS Introducing Chapter 5.4 Waterproofing of basements and other below ground structures page 3 GUIDANCE AND GOOD PRACTICE The basement

More information

EMERGENCY STORAGE PROJECT

EMERGENCY STORAGE PROJECT EMERGENCY STORAGE PROJECT San Vicente Pipeline San Vicente Pumping Facilities San Vicente Interconnect Pipeline San Vicente Dam Raise Carryover Storage Project Briefing Summary DATE: May 21, 2008 ORGANIZATION:

More information

STATEMENT OF QUALIFICATIONS

STATEMENT OF QUALIFICATIONS 4343 Saguaro Trail Indianapolis, Indiana 46268 Phone: 317-295-8650 Fax: 317-295-8395 www.ctleng.com Consulting Engineers Testing Inspection Services Analytical Laboratories STATEMENT OF QUALIFICATIONS

More information

VILLAS OF TRADITIONS AT GREY OAKS

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

More information

29 Broadway- 14 th Fl Tel: 212.888.8334 New York NY 10006 Fax: 212.419.1939. Due Diligence Report. New York, New York

29 Broadway- 14 th Fl Tel: 212.888.8334 New York NY 10006 Fax: 212.419.1939. Due Diligence Report. New York, New York Due Diligence Report New York, New York Prepared for Mr. On February 8, 2010 P a g e 1 Table of Contents PAGE 3.. GENERAL INFORMATION PAGE 4 FILINGS PERMITS AND ENCUMBRANCES PAGE 6. CORE AND SHELL PAGE

More information

Technical Assignment 2

Technical Assignment 2 Architectural Engineering 2012 Senior Thesis -+ + Technical Assignment 2 Reston Station Phase 1 Garage Reston, VA Jonathan A Fisher Oct. 12, 2012 A d v i s o r : D r. R o b e r t L e i c h t Executive

More information

STATE OF MICHIGAN DEPARTMENT OF HUMAN SERVICES

STATE OF MICHIGAN DEPARTMENT OF HUMAN SERVICES STATE OF MICHIGAN DEPARTMENT OF HUMAN SERVICES BUREAU OF CHILDREN AND ADULT LICENSING JENNIFER M. GRANHOLM GOVERNOR ISMAEL AHMED DIRECTOR June 9, 2010 Anne Bueche Palmers Place Inc 1009 S St Johns Ithaca,

More information

Electrical. This section applies to the design and installation of building power distribution systems.

Electrical. This section applies to the design and installation of building power distribution systems. Basis of Design This section applies to the design and installation of building power distribution systems. Design Criteria This section contains the architectural, structural and mechanical provisions

More information

ELECTRICAL SAFETY Information Bulletin

ELECTRICAL SAFETY Information Bulletin ELECTRICAL SAFETY Information Bulletin January 2016 CEC-10 [rev-9] Page 1 of 8 CANADIAN ELECTRICAL CODE SUBJECT: Section 10 Grounding and Bonding Rule 10-204 Grounding Connections for Alternating-Current

More information

REQUEST FOR QUALIFICATIONS FROM FOUNDATION REPAIR CONTRACTORS BROOMFIELD DEPOT FOUNDATION REHABILITATION PROJECT

REQUEST FOR QUALIFICATIONS FROM FOUNDATION REPAIR CONTRACTORS BROOMFIELD DEPOT FOUNDATION REHABILITATION PROJECT Project Description and Scope The City and County of Broomfield, Colorado (Broomfield) hereby solicits this Request for Qualifications (RFQ) to prequalify and shortlist up to five (5) foundation repair

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

D Sample Notices to Property Owners, Sample Affidavits, and Other Material

D Sample Notices to Property Owners, Sample Affidavits, and Other Material D Sample Notices to Property Owners, Sample Affidavits, and Other Material These samples are offered to illustrate specific points in the Desk Reference. States and communities should examine them carefully

More information

CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT

CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT Volkert Field Office 80 M Street SE, Suite 725 Washington, DC 20003 RIVERSMART WASHINGTON - CONSTRUCTION RIVERSMART MACFARLAND, RIVERSMART LAFAYETTE AND GREEN ALLEYS CHEVY CHASE D.C. Contract No.: DCKA-2013-C-0160

More information

-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION

-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION -SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION -Unit number- 4420798 -Unit title- CONSTRUCTION TECHNOLOGY 2: SUBSTRUCTURE AND REMEDIAL WORKS -Superclass category-

More information

Federal Triangle Stormwater Working Group Federal Triangle Floodproofing Seminar BUILDING STRONG SM

Federal Triangle Stormwater Working Group Federal Triangle Floodproofing Seminar BUILDING STRONG SM Federal Triangle Stormwater Working Group Federal Triangle Floodproofing Seminar Initial Risk Flood Risk = Probability of Flooding x Consequences Zoning Building Codes Outreach Evacuation Planning Risk

More information

National Academy of Forensic Engineers FE ANALYSIS OF LATENT WATER DAMAGE TO BUILDINGS

National Academy of Forensic Engineers FE ANALYSIS OF LATENT WATER DAMAGE TO BUILDINGS National Academy of Forensic Engineers FE ANALYSIS OF LATENT WATER DAMAGE TO BUILDINGS July 10, 2005 CHICAGO RENAISSANCE HOTEL How Could Anything So Small Cause So Much Damage? PRESENTED BY PAUL J. HALYARD,

More information

Residential Foundations and Basements

Residential Foundations and Basements Residential Foundations and Basements Disclaimer All of the following information is based on the 2006 International Residential Code with Kentucky Amendments. As some information is paraphrased, article

More information

USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch

USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch USE OF MICROPILES IN TEXAS BRIDGES by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch DEFINITION OF A MICROPILE A micropile is a small diameter (typically less than 12 in.), drilled and

More information

Buildings Construction Procurement Strategy

Buildings Construction Procurement Strategy Buildings Construction Procurement Strategy Graham Strickleton Site, Buildings and Power supplies Procurement Manager JOURNEE DEDIEE AUX INDUSTRIELS ET AUX MEMBRES DU RESEAU A.P.I Disclaimer: these slides

More information

How to Estimate the Cost of Support of Excavation for Foundation Installation. CPE Candidate No. 0113013. May 15, 2013

How to Estimate the Cost of Support of Excavation for Foundation Installation. CPE Candidate No. 0113013. May 15, 2013 How to Estimate the Cost of Support of Excavation for Foundation Installation CPE Candidate No. 0113013 May 15, 2013 1 How to Estimate the Cost of Support of Excavation for Foundation Installation Table

More information

PROJECT NAME BACKGROUND STATUS

PROJECT NAME BACKGROUND STATUS Utilities Department Projects This report reflects the status of Utility Capital Improvement Projects, Rehabilitation and Maintenance Programs of the City s water, wastewater, and reclaimed infrastructure

More information

Hunter College school of Social Work Thesis Proposal

Hunter College school of Social Work Thesis Proposal Fall 2009 Hunter College school of Social Work Thesis Proposal To analyze how energy efficiency can be implemented using facade and green roof redesign. It ties structural engineering concepts with existing

More information

NRG) #~-/dl~ Mr. Richard Kinch United States Environmental Protection Agency (5306P) 1200 Pennsylvania Avenue, NW Washington, DC 20460

NRG) #~-/dl~ Mr. Richard Kinch United States Environmental Protection Agency (5306P) 1200 Pennsylvania Avenue, NW Washington, DC 20460 ~~ NRG) Mr. Richard Kinch United States Environmental Protection Agency (5306P) 1200 Pennsylvania Avenue, NW Washington, DC 20460 SUBJECT: Request for Information Under Section 104(e) of the Comprehensive

More information

Foundation Drainage. Gable Roof Runoff. Hip roof Runoff. By: Brent Anderson, P.E. Moisture Control Engineering Leader STRUCTURAL TECHNOLOGIES

Foundation Drainage. Gable Roof Runoff. Hip roof Runoff. By: Brent Anderson, P.E. Moisture Control Engineering Leader STRUCTURAL TECHNOLOGIES Foundation Drainage By: Brent Anderson, P.E. Moisture Control Engineering Leader STRUCTURAL TECHNOLOGIES As a concrete contractor, I have a vested interest in how well the water on site is controlled.

More information

Terry Biederman, PE- Director of Public Works Greg Gucwa, PE- Principal Johnson and Anderson Engineering

Terry Biederman, PE- Director of Public Works Greg Gucwa, PE- Principal Johnson and Anderson Engineering DON T JUST REHAB IT, RENEW IT! WATERFORD TOWNSHIP, MICHIGAN IMPROVEMENTS TO A 3.0 MGD SEWAGE PUMPING STATION Terry Biederman, PE- Director of Public Works Greg Gucwa, PE- Principal Johnson and Anderson

More information

Ameren Callaway Energy Center-Water Treatment Plant Sedimentation Basins #5 &#6, MO-0098001, Construction Permit No. CP0001707, Callaway County

Ameren Callaway Energy Center-Water Treatment Plant Sedimentation Basins #5 &#6, MO-0098001, Construction Permit No. CP0001707, Callaway County Ms. Gail Geary Ameren Missouri 1901 Chouteau Ave. PO Box 66149, MC 602 St. Louis, MO 63166-6149 RE: Ameren Callaway Energy Center-Water Treatment Plant Sedimentation Basins #5 &#6, MO-0098001, Construction,

More information

Product Systems AQUAFIN-IC CEMENTITIOUS CRYSTALLINE PENETRATING WATERPROOFING. Waterproofing Specification

Product Systems AQUAFIN-IC CEMENTITIOUS CRYSTALLINE PENETRATING WATERPROOFING. Waterproofing Specification AQUAFIN-IC CEMENTITIOUS CRYSTALLINE PENETRATING WATERPROOFING Typical s Table of Contents: No. 4 5 6 7 8 9 0 External waterproofing of below ground concrete wall & slab Internal waterproofing of foundation

More information

Indiana s Newest Filtration Facility; East Chicago

Indiana s Newest Filtration Facility; East Chicago Indiana s Newest Filtration Facility; East Chicago Innovation and Value-Added Benefits Behind East Chicago s Membrane Treatment Facility Eric Horvath, PE and Kara M. Boyles, PhD, PE August 1, 2012 Presentation

More information

STRUCTURAL ASSESSMENT

STRUCTURAL ASSESSMENT STRUCTURAL ASSESSMENT Project: 1432-1434 East Commerce St. Job. No: 122200 Location: San Antonio, TX Date: Dec. 10, 2012 Weather: Sunny, Windy,60 deg Performed by: Jeff Haughton and Frank Lamas, Alpha

More information

General Liability Insurance Application (Contractors Supplemental Questionnaire)

General Liability Insurance Application (Contractors Supplemental Questionnaire) Insurance Services www.metroinsurance.com General Liability Insurance Application Note: Throughout this questionnaire the words you and your include all entities seeking coverage. Note: This and other

More information

ADDENDUM NO. 2 TO PROJECT NO. 43153

ADDENDUM NO. 2 TO PROJECT NO. 43153 ADDENDUM NO. 2 TO PROJECT NO. 43153 CONSTRUCTION WORK, MECHANICAL WORK, PLUMBING WORK, ELECTRICAL WORK PROVIDE VISITOR CENTER BUILDING AND SITE IMPROVEMENTS FIVE RIVERS ENVIRONMENTAL EDUCTION CENTER 56

More information

September 2007. September 2013. Consulting Structural and Civil Engineers. 100 St John Street London EC1M 4EH. info @ akt-uk.com www.akt-uk.

September 2007. September 2013. Consulting Structural and Civil Engineers. 100 St John Street London EC1M 4EH. info @ akt-uk.com www.akt-uk. Consulting Structural and Civil Engineers 100 St John Street London EC1M 4EH T +44 (0) 20 7250 7777 F +44 (0) 20 7250 7555 info @ akt-uk.com www.akt-uk.com 3290 A031234 The 196-222 Joseph Kings Bloggs

More information

48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No.

48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No. Classification: Cluster: Location: Total Area: No. of Stories Aquarium Acreage Owned: Acquired: 1904 Most Recent Improvements: THE AQUARIUM Close to junction of Inselrhue and Loiter Way, Belle Isle Two

More information

Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations

Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Nathan A. Ingraffea, P.E., S.E. Associate, KPFF Consulting Engineers, Portland, Oregon, USA Abstract The use of steel sheet

More information

Pre-Drywall Inspection Report

Pre-Drywall Inspection Report SM MEDALLION INSPECTIONS helping people make informed decisions Pre-Drywall Inspection Report 5657 Garden Valley Place Milton, Georgia 30024 Prepared for Betsy and Paul Dougherty January12, 2015 Medallion

More information

Highly Colored Water Removal Using Nanofiltration Membranes at the Colored Water Treatment Facility. Adam Zacheis, Project Manager Carollo Engineers

Highly Colored Water Removal Using Nanofiltration Membranes at the Colored Water Treatment Facility. Adam Zacheis, Project Manager Carollo Engineers Highly Colored Water Removal Using Nanofiltration Membranes at the Colored Water Treatment Facility Adam Zacheis, Project Manager Carollo Engineers Topics 1. Background - Mesa Water District (Mesa) Water

More information

Total Building Commissioning: Case Study of the U.S. District Courthouse in Salt Lake City, Utah, USA

Total Building Commissioning: Case Study of the U.S. District Courthouse in Salt Lake City, Utah, USA Total Building Commissioning: Case Study of the U.S. District Courthouse in Salt Lake City, Utah, USA Boggarm S. Setty, P.E., Fellow ASHRAE Setty & Associates, Ltd. 3040 Williams Drive, Suite 600, Fairfax,

More information

Basement Moisture Problems

Basement Moisture Problems Foundations Foundation Purpose The purpose of a foundation is to distribute the weight of a structure securely into the ground. Engineering data regarding soil, rock and water conditions are used to design

More information

Philadelphia County ' <M^' Pennsylvania 0^- PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA

Philadelphia County ' <M^' Pennsylvania 0^- PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA NAVAL BASE PHILADELPHIA- HAER NO. PA-387-AA PHILADELPHIA NAVAL SHIPYARD, STRUCTURE NO. 841 Delaware Avenue, Between Fourth Street East and Webster Avenue League Island Philadelphia \\ A?**> 1 r"t IF"!

More information

WET/DAMP BASEMENTS ANSWER: BASEMENT WALLS AND FLOORS CAN BECOME WET BY A LEAK, CAPILLARY SUCTION OR CONDENSATION.

WET/DAMP BASEMENTS ANSWER: BASEMENT WALLS AND FLOORS CAN BECOME WET BY A LEAK, CAPILLARY SUCTION OR CONDENSATION. WET/DAMP BASEMENTS PROBLEM. IS THIS BASEMENT LEAKING OR COULD WE HAVE ANOTHER PROBLEM? Water line arching up on wall in corners of basement. Water collecting on concrete floor starting in corners. ANSWER:

More information

C I T Y O F P E A R S A L L

C I T Y O F P E A R S A L L The Largest City Between San Antonio and Laredo COMMUNITY DEVELOPMENT C I T Y O F P E A R S A L L A Business-Friendly, Family-Oriented Community Building Department Application Information (Please read

More information