Charleston County Park and Recreation Pool Projects

Total Page:16

File Type:pdf, Size:1020Kb

Charleston County Park and Recreation Pool Projects CHARLESTON COUNTY PARK AND RECREATION POOL PROJECTS: Wannamaker County Park – Whirlin’ Waters RAFT RIDE & PLUNGE POOL North Charleston Wannamaker County Park, Whirlin’ Waters 888 University Blvd. North Charleston, SC 29406 GENERAL CONTRACTOR BID PACKAGE PROJECT MANUAL May 2018 Water Technology, Inc. Project No. 17034 TABLE OF CONTENTS Table of Contents Project Directory DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS CCPRC CCPRC Invitation for Bid & Contract Documents 00 31 00 Information Available to Bidders 00 31 21 Project Schedule 00 31 32 Geotechnical Data 00 31 33 Existing Conditions and Survey 00 31 34 List of Drawings 00 41 00 Bid Proposal Form 00 41 13 Supplements to Bid Forms 00 65 00 Substitution Request Form CCPRC Contract Document DIVISION 01 GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 20 00 Project Meetings 01 20 60 Allowances & Unit Prices 01 20 70 Application for Payment 01 30 50 Modification Procedures 01 34 00 Shop Drawings, Product Data and Samples 01 40 00 Quality Control 01 40 10 Coordination 01 40 50 Cutting and Patching 01 50 10 Construction Facilities and Temporary Controls 01 50 40 Field Engineering 01 56 39 Tree Protection 01 60 00 Materials and Equipment 01 63 10 Substitutions 01 70 00 Contract Closeout 01 74 00 Warranties DIVISION 02 EXISTING CONDITIONS 02 41 19 Selective Demolition DIVISION 13 SPECIAL CONSTRUCTION 13 11 13 Pool General 13 11 14 Pool Start-Up, Maintenance & Operations Training 13 11 18 Pool Concrete 13 11 20 Pool Pipe and Pipe Fittings 13 11 23 Pool Pipe Supports 13 11 24 Pool Valves 13 11 25 Pool Centrifugal Pumps 13 11 32 Pool Fiberglass Filters 13 11 45 Pool Rail Goods 13 11 46 Pool Equipment 13 11 60 Pool Quartz Aggregate Finish 13 11 61 Pool Ceramic Tile 13 11 65 Water Flume Rides CCPRC Pool Projects Table of Contents Job #17034 May 2018 ©2017 Water Technology, Inc. DIVISION 26 ELECTRICAL – SEE ELECTRICAL DRAWINGS 26 05 00 Common Work Results for Electrical 26 05 01 Electrical Demolition 26 05 02 Electrical Acceptance Tests 26 05 10 Electrical Submittals 26 05 11 Electrical Work Closeout 26 05 12 Electrical Coordination 26 05 19 Low-Voltage Electrical Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceway and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceway for Electrical Systems 26 05 53 Identification for Electrical Systems 26 24 00 Switchboards and Panelboards 26 27 26 Wiring Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 29 23 Variable-Frequency Motor Controllers 26 43 00 Surge Protective Devices DIVISION 31 EARTHWORK 31 10 00 Site Clearing and Erosion Control 31 20 00 Earth Moving DIVISION 32 EXTERIOR IMPROVEMENTS 32 13 13 Concrete Paving 32 13 14 Concrete Decks and Walks (by WTI) 32 92 00 Turf and Grasses 32 93 00 Plants 33 41 00 Storm Drainage System CCPRC Pool Projects Table of Contents Job #17034 May 2018 ©2017 Water Technology, Inc. CHARLESTON COUNTY PARK & RECREATION POOL PROJECT: Wannamaker County Park – Whirlin’ Waters RAFT RIDE & PLUNGE POOL PROJECT DIRECTORY OWNER CHARLESTON COUNTY PARK & RECREATION COMMISSION 888 University Blvd. North Charleston, SC 29406 Contacts: Erick Briles, Capital Project Manager Phone: (843) 609-7900 Email: [email protected] Patty Newshutz, Director of Capital Projects Phone: (843) 696-4150 Email: [email protected] ARCHITECT AND WATER TECHNOLOGY, INC. AQUATIC DESIGNERS 100 Park Avenue P.O. Box 614 Beaver Dam, WI 53916 Phone: (920) 887-7375 Contact: Brian W. Freber, P.E., Project Manager, EOR Email: [email protected] ELECTRICAL ENGINEER DWG INC. CONSULTING ENGINEERS 1009 Anna Knapp Blvd., Suite 202 Mt. Pleasant, SC 29464 Phone: (843) 849-1141 Contact: Brian Bates, Project Manager, EOR CIVIL ENGINEER SEAMAN AND WHITESIDE Mount Pleasant Office 501 Wando Park Boulevard, Suite 200 Mount Pleasant, SC 29464 Phone: (843) 884-1667 Contact: Preston Busbee, Project Manager, EIT William O’Neal, P.E., Project Manager, EOR SURVEYOR KNIGHT SURVEYING & MAPPING, LLC PO Box 13885 Charleston, SC 29422 Phone: (843) 789-0850 Contact: J. Chris Knight, Project Manager, RLS CCPRC Pool Projects Project Directory Job #17034 May 2018 ©2017 Water Technology, Inc. INFORMATION AVAILABLE TO BIDDERS SECTION 00 31 00 PART 1 GENERAL The following information is available to the bidders, and is considered, with the submission of a bid, to have been examined fully and carefully by the bidder prior to submitting his bid. 1.1 THE PROJECT SITE 1.2 EXISTING CONDITIONS SURVEY 1.3 PROJECT SCHEDULE 1.4 PROJECT DRAWINGS SHOWING PROPOSED WORK 1.5 PROJECT SPECIFICATIONS 1.6 GEOTECHNICAL REPORT FOR WHIRLIN WATERS 1.7 EXISTING DRAWINGS AVAILABLE FOR REVIEW BY APPOINTMENT WITH CCPRC END OF SECTION 00 31 00 CCPRC Pool Projects 00 31 00-1 Job #17034 May 2018 ©2017 Water Technology, Inc. PAGE NOT USED CCPRC Pool Projects 00 31 00-2 Job #17034 May 2018 ©2017 Water Technology, Inc. PROJECT SCHEDULE SECTION 00 31 21 ACTIVITY Duration START END BIDDING PHASE 82 5/31/2018 8/20/2018 Issue Bid Package to CCPRC 1 5/31/2018 5/31/2018 CCPRC post Bid Package to Website 1 6/1/2018 6/1/2018 Non-Mandatory Pre-Bid Meeting & Site Visit 1 6/13/2018 6/13/2018 Bid Questions & RFI Deadline 1 6/27/2018 6/27/2018 Issue Addendum to Bidding Contractors 1 7/10/2018 7/10/2018 Bid Due Date 1 8/7/2018 8/7/2018 WTI/CCPRC Bid Review 13 8/7/2018 8/19/2018 Commission Prep Mtg 1 8/14/2018 8/14/2018 Commission Review Meeting 1 8/20/2018 8/20/2018 Award Contract 1 8/21/2018 8/21/2018 CONSTRUCTION 240 9/4/2018 5/1/2019 Construction Mobilization 7 9/4/2018 9/10/2018 Slide Installation Start & Completion 172 9/10/2018 3/1/2019 Pool & Slide Startup & Commissioning 15 3/18/2019 4/1/2019 SC DHEC Health Department Inspection & 1 3/24/2019 3/24/2019 Operations Permit Approval Substantial Completion 1 4/1/2019 4/1/2019 Owner Training 30 4/2/2019 5/1/2019 Final Completion 1 5/1/2019 5/1/2019 Park Open to Public 1 5/4/2019 5/4/2019 END OF SECTION 00 31 21 CCPRC Pool Projects 00 31 21-1 Job #17034 May 2018 ©2017 Water Technology, Inc. GEOTECHNICAL DATA SECTION 00 31 32 PART 1 GENERAL 1.1 REQUIREMENTS INCLUDE: A. Contractor is responsible for verifying existing conditions. B. The following geotechnical report is attached: 1. Whirlin’ Waters Waterpark Addition Geotechnical Engineering Report dated November 3, 2017 by Terracon Consultants, Inc. C. The following geotechnical reports are available upon request to CCPRC: 1. Wannamaker Park Geotechnical Borings conducted February, 2000 by Wright, Padgett & Associates, Inc. 2. Wannamaker Water Park Geotechnical Report dated March, 2000 by Wright, Padgett & Associates, Inc. 3. Whirlin’ Waters Waterpark Addition Geotechnical Engineering Report dated November 3, 2017 by Terracon Consultants, Inc. D. At Contractor’s option, perform subsurface investigation at own expense. END OF SECTION 00 31 32 CCPRC Pool Projects 00 31 32-1 Job #17034 May 2018 ©2017 Water Technology, Inc. COVER PAGE Whirlin’ Waters Waterpark Addition North Charleston, South Carolina November 3, 2017 Terracon Project No. EN175220 Prepared for: Water Technology, Inc. Beaver Dam, Wisconsin Prepared by: Terracon Consultants, Inc. North Charleston, South Carolina REPORT TOPICS GEOTECHNICAL OVERVIEW ....................................................................................... 1 INTRODUCTION ............................................................................................................. 2 PROJECT DESCRIPTION .............................................................................................. 2 SITE CONDITIONS ......................................................................................................... 3 EXPLORATION AND TESTING PROCEDURES ........................................................... 4 GEOTECHNICAL MODEL .............................................................................................. 5 SEISMIC CONSIDERATIONS ........................................................................................ 7 SITE PREPARATION ..................................................................................................... 8 SHALLOW FOUNDATIONS ......................................................................................... 11 CONCRETE SLABS ..................................................................................................... 13 POOL AND ATTACHED TANK RECOMMENDATIONS ............................................. 14 GENERAL COMMENTS ............................................................................................... 16 ATTACHMENTS SITE LOCATION EXPLORATION PLAN EXPLORATION RESULTS v In Situ Logs v Hand Auger Boring Logs SUPPORTING INFORMATION v General Notes v Unified Soil Classification System GEOTECHNICAL OVERVIEW This report presents the results of our geotechnical investigation performed for the Whirlin’ Waters Waterpark Addition project located in North Charleston, SC. Our geotechnical scope of work for this project included conducting geotechnical fieldwork, associated engineering analysis, and this geotechnical engineering report. This report provides recommendations for foundation options, seismic considerations, site preparation, and the other geotechnical related conditions that might affect the proposed construction. The following geotechnical considerations were identified during our investigation: n Assuming proper site preparation, the structure may be supported on a traditional shallow foundation system with limited overexcavation of the foundation soils. Terracon should
Recommended publications
  • City of San Angelo CONCESSIONS BUILDING
    SPECIFICATIONS FOR City of San Angelo CONCESSIONS BUILDING SAN ANGELO, TEXAS 37B West Concho Avenue San Angelo, Tx 76903 p:325.653.2900 f:325.653.2910 POWER SYSTEMS INC. MEP Consultant P.O. Box 2863, San Angelo, Tx. 76902 325.659.2235 SKG Engineering Structural Consultant 706 South Abe Street, San Angelo, Tx. 76903 325.655.1288 November 4, 2014 PROJECT NO. 233-03-0413 TABLE OF CONTENTS City of San Angelo CONCESSIONS BUILDING DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 1000 - 00800 Procurement and Contracting requirements for The City of San Angelo 00 4100 Bid Form DIVISION 01 - GENERAL REQUIREMENTS 01 1100 Summary of Work 01 2500 Substitution Procedures 01 2519 Substitution Request Form 01 2900 Payment Procedures 01 3100 Project Management and Coordination 01 3216 Construction Progress Schedules 01 3300 Submittal Procedures 01 4000 Quality Requirements 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5800 Project Identification 01 6000 Product Requirements 01 7700 Closeout Procedures DIVISION 03 - CONCRETE 03 2000 Concrete Reinforcement 03 3000 Cast in Place Concrete DIVISION 05 - METALS 05 1200 Structural Steel Framing DIVISION 06 - WOOD, PLASTICS AND COMPOSITES 06 1100 Wood Framing 06 4100 Custom Cabinets DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 2115 Batt Insulation 07 2800 Moisture Barriers 07 4213 Metal Wall Panels 07 6100 Standing Seam Roof 07 9200 Joint Sealers DIVISION 08 - OPENINGS 08 1113 Hollow Metal Doors and Frames 08 3313 Overhead Coiling Shutters 08 7100 Door Hardware DIVISION 09 - FINISHES 09 5100 Acoustical Grid Ceilings 09 7733 FRP Panels 09 9100 Painting ©2011, SpexPlus, Inc.
    [Show full text]
  • Project Manual Specifications
    PROJECTSPECIFICATIONS MANUAL BID NO. FOOTHILL HIGH SCHOOL KITCHEN REMODEL 5000 McCloud Drive Rio Linda, CA 95668 Twin Rivers Unified School District General Services – Purchasing 3222 Winona Way, Suite 200 North Highlands, CA 95660 DSA SubmittalApprovedBackchcek Bid Set 1 005858.00001 14602794.1 PROJECT MANUAL AND SPECIFICATIONS Twin Rivers Unified School District Foothill High School Kitchen Remodel Harrington Design Associates Project #. 2022.00 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT Owner: APP: 02-118746 INC: Twin Rivers Unified School District REVIEWED FOR 3222 Winona Way, Suite 200 ✔ DDIVISION OF✔SA THE STATE ARCHITECT SS FLS ACS North Highlands, California 95660 DEPARTMENT APPLICATION OF GENERAL SERVICES (916) 566-1600 x50261 DATE:NO. 03/17/2021 02- Perry Herrera – Director of Maintenance and Facilities 115492 Architect: Harrington Design Associates 5875 Pacific Street, Suite E2 Rocklin, California 95677 (916) 577-5789 Francis J. Harrington, AIA California Registration #C-28875 Mechanical/Plumbing Engineer: LP Consulting Engineers, Inc. 1209 Pleasant Grove Blvd. Roseville, California 95678 (916) 771-0778 Sean Pourvakil California Registration #M32311 Electrical Engineer: LP Consulting Engineers, Inc. 1209 Pleasant Grove Blvd. Roseville, California 95678 (916) 771-0778 Alex Saev California Registration #E18211 Harrington Design Associates Twin Rivers Unified School District A/E Project Number 2022.00 Foothill HS Kitchen Remodel TABLE OF CONTENTS Technical Requirements DIVISION SECTION TITLE DIVISION 02 EXISTING CONDITIONS
    [Show full text]
  • Seawall Evaluation and Study
    SEAWALL EVALUATION AND STUDY PHASE I CONDITION ASSESSMENT PHASE II HISTORIC RESEARCH PHASE III DETAILED INVESTIGATION PHASE IV COMPREHENSIVE ENGINEERING ANALYSIS AND REPAIR RECOMMENDATIONS TABLE OF CONTENTS Executive Summary 1 Authority, Purpose, Scope and Limitations 1 Terminology 3 Seawall Descriptions 4 High Battery Seawall 4 Low Battery Seawall 5 Marina Seawall 6 Seawalls Surrounding Colonial Lake 6 Phase I General Condition Assessment 7 High Battery Seawall 9 Low Battery Seawall 11 Marina Seawall 14 Seawalls Surrounding Colonial Lake 15 Phase II Historic Research 17 Construction of the Seawalls 17 High Battery Seawall 17 Low Battery Seawall 19 Marina Seawall 21 Seawalls Surrounding Colonial Lake 22 General Conclusions 23 Stone Masonry Portion of the High Battery Seawall 23 The Low Battery Seawall and the Concrete Extension of the High Battery Seawall 23 The Marina Seawall and the Seawalls Surrounding Colonial Lake 24 Conclusion 24 Phase III Detailed Investigation Geotechnical Investigation 25 Observation Pits 26 Additional Resources 26 Specific Locations Selected 27 General Results Stone Masonry Portion of the High Battery Seawall 27 Low Battery Seawall 29 Concrete Extension of the High Battery Seawall 34 Marina Seawall 36 General Conclusions Stone Masonry Portion of the High Battery Seawall 38 Low Battery Seawall 38 Concrete Extension of the High Battery Seawall 39 Marina Seawall 39 Phase IV Comprehensive Engineering Analysis and Repair Recommendations Terminology 40 Service Life 40 Extension of Service Life 41 Categories for Maintenance
    [Show full text]
  • Fire Station Specs
    SPECIFICATIONS PAGE 1 OF 4 TABLE OF CONTENTS _________________________________________________________________________ ARCHITECTURAL SPECIFICATIONS: SUMMARY OF WORK DIVISION 1 – GENERAL REQUIREMENTS: 0120 Job Organization 0125 Samples and Shop Drawings 0130-2 Temporary Construction Facilities 0150 Cleaning Up and Damages 0190-2 Prevention of Architectural Barriers to Handicapped Adult DIVISION 2 – SITE WORK: 0201 Subsurface Investigation 0210 Modernization 0225 Termite Protection 0279 Fine Grading and Top Soil 0294 Prefinished Metal Privacy Fence, Gates & Operators DIVISION 4 – MASONRY: 0410 Masonry and Accessories DIVISION 5 – METALS: 0550 Miscellaneous Metals 0570 Expansion Joint Covers DIVISION 6 – WOOD AND PLASTICS: 0616 Wood Construction 0623-2 Millwork and Interior Wood Doors 0631-3 Composite Solid Counters, Sills & Shower Walls DIVISION 7 – THERMAL AND MOISTURE PROTECTION: 0717 Waterproofing and Dampproofing 0719 Caulking and Sealant 0720-2 Thermal Insulation 0735 Polyurethane Spray Insulation 0753-3 Preformed Metal Roof & Soffit/Ceiling Panels 0760 Sheet Metal 0793 F.R.P. Wall Panels DIVISION 8 – DOORS, WINDOWS AND GLASS: 0809-4 Aluminum Frame Doors and Windows 0810 Hollow Metal Doors and Frames 0821-2 Glass Block System SPECIFICATIONS PAGE 2 OF 4 TABLE OF CONTENTS _________________________________________________________________________ 0826 Ceiling Access Panels 0870 Finish Hardware 0887 Glass and Glazing DIVISION 9 – FINISHES: 0919 Exterior Insulation & Finish System 0920 Gypsum Board Drywall System 0930 Ceramic Tile Floors & Base 0934 Resilient Athletic Flooring - Impact 0961 Acoustical Sound Panels 0972 Vinyl Base, Nosings and Accessories 0973 LVT Tile Flooring 0988 Special Concrete Floor Finished 0990 Painting DIVISION 10 – SPECIALTIES: 1028-2 Flag Pole 1034 Over-Head Doors (Base Bid) 1040-2 Bi-fold Apparatus Doors (Add Alternate No. 2) 1040-3 Hi-Speed Apparatus Doors (Add Alternate No.
    [Show full text]
  • HVACR and Metal Roofing Tools
    November 2011 Klenk® Aviation Snips Klenk® Aviation Snips Klenk® Aviation Snips November 2011 Klenk® Aviation Snips Klenk® Offset Aviation Snips Klenk® Bulldog Snips Unique flat blade design makes this the l +Superior Materials, Perfect for T-bar in drop ceilings and extruded easiest turning snip available. aluminum frames +Individual Craftsmanship, and l Cuts heavier gauge metal l New shorter handles with softer grip on upper handle l Ideal for 'S' slips + gives you ergonomic comfort, reducing hand fatigue. A Unique Series of Quality Checks and drives l Precision-ground tips meet together evenly to HVACR and Keep KLENKS cutting long prevent fishhooks, burrs, and tears at end HVACR and Metal Roofing after other snips give out! of each cut. Metal Roofing Tools MODEL # DESCRIPTION Tools MODEL # DESCRIPTION CUT • Klenk® Aviation Snips MA74500 Bulldog Snips, 9" long, :" cut • Crimpers Our Pledge: MA75200 Offset snips, LEFT/STRAIGHT CUT, 102" long, 1d" cut • Pipecutters • Fairmont Tongs ® +DURABILITY MA75210 Offset snips, RIGHT/STRAIGHT CUT, 102" long, 1d" cut Klenk Copper Cutting Snips • Folding Tools Smooth cut -- leaves no teeth marks! • Hand Seamers +EASIEST CUTTING l Ideal for architectural metals -- copper, brass, zinc, • Duct/Insulation Knives +MOST COMFORTABLE ® • Select-A-Bit™ Drivers Klenk Long Cut Siding Snips and pre-coated metals l Useful in roofing, flashing, and weatherproofing applications • Pocket Socket® l Designed for steel, aluminum, and vinyl, siding -- • Cutters/Strippers these snips have fine points to get in close to
    [Show full text]
  • Mild Steel Pipe & Fittings
    Trade of Plumbing Module 1: Thermal Process and Mild Steel Pipework Unit 6: Mild Steel Pipe Reparation and Jointing Phase 2 Trade of Plumbing – Phase 2 Module 1 Table of Contents List of Figures .................................................................................................................... 4 List of Tables ..................................................................................................................... 5 Document Release History ............................................................................................... 6 Module 1 –Thermal Process and Mild Steel Pipework ................................................. 7 Unit 6 – Mild Steel Pipe - Preparation and Jointing ....................................................... 7 Learning Outcome: ..................................................................................................... 7 Key Learning Points: .................................................................................................. 8 Training Resources: .................................................................................................... 8 Exercise: ...................................................................................................................... 9 Key Learning Points Code: ......................................................................................... 9 Mild Steel Pipe & Fittings .............................................................................................. 10 Mild Steel Pipe Identification ......................................................................................
    [Show full text]
  • Cement and Concrete, Creativity and Community, and Charles E
    Cement and Concrete, Creativity and Community, and Charles E. Peterson Author(s): David Gregory Cornelius Source: APT Bulletin, Vol. 37, No. 1 (2006), pp. 17-25 Published by: Association for Preservation Technology International (APT)Association for Preservation Technology International (APT) Stable URL: http://www.jstor.org/stable/40004677 Accessed: 08/09/2010 16:55 Your use of the JSTOR archive indicates your acceptance of JSTOR's Terms and Conditions of Use, available at http://www.jstor.org/page/info/about/policies/terms.jsp. JSTOR's Terms and Conditions of Use provides, in part, that unless you have obtained prior permission, you may not download an entire issue of a journal or multiple copies of articles, and you may use content in the JSTOR archive only for your personal, non-commercial use. Please contact the publisher regarding any further use of this work. Publisher contact information may be obtained at http://www.jstor.org/action/showPublisher?publisherCode=aptech. Each copy of any part of a JSTOR transmission must contain the same copyright notice that appears on the screen or printed page of such transmission. JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. Association for Preservation Technology International (APT) is collaborating with JSTOR to digitize, preserve and extend access to APT Bulletin. http://www.jstor.org Cement and Concrete, Creativity and Community,and Charles E.
    [Show full text]
  • Cumberland Island National Seashore
    CUMBERLAND ISLAND NATIONAL SEASHORE Stabilization of Chimneys at Stafford Slave Settlement PROJECT SPECIFICATIONS 100% SUBMITTAL NPS INTERIOR REGIONS 1, 2, AND 4 ATLANTA FEDERAL CENTER 1924 BUILDING 100 ALABAMA STREET, SW ATLANTA, GEORGIA 30303 Joseph K. Oppermann – Architect, P.A. 539 North Trade Street Winston-Salem, NC 27101 August 21, 2020 REVISED: January 19, 2021 TABLE OF CONTENTS DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 01 26 01 Contract Modification Procedures 01 27 00 Definition of Contract Line Items 01 31 00 Project Management and Coordination 01 32 16 Construction Schedule 01 32 33 Photo Documentation for Historic Preservation Projects 01 33 23 Submittal Procedures 01 35 13.22 Archeological Protection 01 35 23 Safety Requirements 01 35 91 Historic Preservation Treatment Procedures 01 40 00 Quality Requirements 01 42 00 Reference Standards 01 50 00 Temporary Facilities and Controls 01 67 00 Product Requirements 01 73 40 Execution 01 74 19 Construction Waste Management and Disposal 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data DIVISION 02 – EXISTING CONDITIONS 02 42 96 Historic Removal and Dismantling DIVISION 03 - CONCRETE 03 30 00 Cast-in-place Concrete DIVISION 04 - MASONRY 04 03 22 Historic Brick Unit Masonry Repair 04 03 23 Historic Brick Unit Masonry Repointing DIVISION 05 - METALS 05 12 00 Structural Steel Framing DIVISION 06 – DIVISION 08 Not Used DIVISION 09 – FINISHES 09 91 13 Exterior Painting DIVISION 10 – DIVISION 49 Not Used APPENDICES Appendix 1 Masonry Materials Analysis and Testing Report, February 2020 CUIS – 189275 TOC – 1 TABLE OF CONTENTS SECTION 01 11 00 - SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A.
    [Show full text]
  • Historic PRESERVATION Commission DESIGN STANDARDS
    CITY OF CAPE MAY Historic PRESERVATION Commission DESIGN STANDARDS CITY OF CAPE MAY Historic PRESERVATION Commission DESIGN STANDARDS Copyright © by the Cape May Historic Preservation Commission All rights reserved. Published Fall 2002 Printing by Standard Publishing, Inc. Table of Contents Introduction..................................................................................4 Historic Preservation Commission Legislative Authority of the HPC....................................5 Design Standards Definition of Key Terms........................................................7 Declaration of Purpose......................................................50 History of Cape May - Timeline.......................................8 Procedure.....................................................................................50 Overview .......................................................................................51 Architectural Styles in Cape May Secretary of the Interior’s Federal Architecture 1780-1820 ....................................14 Standards for Rehabilitation .........................................53 Romantic Houses - Early Victorian Standards Architecture 1820-1880.......................................................16 Roofs...............................................................................54 Gothic Revival................................................................18 Exterior Cladding...........................................................56 Romanesque Revival ......................................................21
    [Show full text]
  • 1 CCPUD Eng-Dispatch Generator TITLE PAGE
    Project Manual For: CLALLAM COUNTY PUD #1 ENGINEERING / DISPATCH GENERATOR 110 IDEA PLACE, SEQUIM, WA. Owner: Clallam County PUD #1 Project: #12-23 Date: March 25, 2016 GENERAL CONSTRUCTION PACKAGE LA WHEAD ARCHITECTS P.S. 12342 NORTHUP WAY BELLEVUE, WA. 98005 425-556-1220 CLALLAM COUNTY PUD #1 TABLE OF CONTENTS ENGINEERING/DISPATCH GENERATOR JOB NO. 12-23 Division 1 - GENERAL REQUIREMENTS Section 01 11 00 Summary of the Work Section 01 25 13 Product Substitution Procedures (Substitution Request Form) Section 01 29 00 Payment Procedures Section 01 31 13 Project Coordination Section 01 33 23 Submittals, Shop Drawings, Product Data Section 01 42 00 Standards and Abbreviations Section 01 42 16 Definitions and Explanations Section 01 45 29 Testing Laboratory Services Section 01 50 00 Temporary Facilities and Controls Section 01 57 13 Temporary Erosion and Sediment Control Section 01 60 00 Material and Equipment Requirements Section 01 71 23 Grades, Lines and Levels Section 01 73 29 Cutting & Patching Section 01 74 23 Cleaning Section 01 77 19 Contract Closeout Requirements Section 01 78 23 Operation and Maintenance Data Section 01 78 36 Warranties Section 01 78 39 Record Documents Section 01 79 00 Demonstration and Training Part II -- TECHNICAL SPECIFICATIONS Division 2 – EXISTING CONDITIONS Section 02 41 13 Selective Site Demolition Division 3 - CONCRETE Section 03 30 13 Site Concrete Division 6 - WOOD AND PLASTICS Section 06 10 00 Rough Carpentry Division 7 - THERMAL AND MOISTURE PROTECTION Section 07 92 00 Joint Sealers Division 9 - FINISHES Section 09 29 00 Gypsum Board Section 09 91 00 Painting TABLE OF CONTENTS – 1 / 2 CLALLAM COUNTY PUD #1 TABLE OF CONTENTS ENGINEERING/DISPATCH GENERATOR JOB NO.
    [Show full text]
  • Modular Hi-Rise Replacement Series – MRY INSTALLATION, OPERATION, & MAINTENANCE MANUAL
    Modular Hi-Rise Replacement Series – MRY INSTALLATION, OPERATION, & MAINTENANCE MANUAL ReStoraMOD™ Build Your Reputation on Ours Modular Hi-Rise Replacement Series – MRY INSTALLATION, OPERATION, & MAINTENANCE MANUAL Warnings and Cautions 1. No attempt should be made to handle, install, 11. All field wiring should be done in or service any unit without following safe accordance with governing codes and practices regarding mechanical equipment. ordinances. Any modification of the unit wiring without factory authorization will 2. WARNING: Wear eye, hand and limb void all of the factory warranties and will protection at all times during demolition nullify any agency listings. and installation. 12. The manufacturer assumes no responsibility 3. WARNING: Have appropriate permits and for any damages and/or injuries resulting staffing present for brazing, sheet metal from improper field installation and/or work, wiring, etc. wiring. 4. WARNING: Disconnect electrical service at 13. Proper safety procedures should be breaker panel, and lockout appropriately. Be followed regarding ventilation and safety sure that electrical wires do not make equipment. The manufacturer’s directions contact with any other conductive surfaces. should be followed for the products being used. 5. WARNING: Locate cold and/or hot water isolation valves, and turn-off all supply 14. CAUTION: The air vent provided on the unit water to coil(s). If isolation valves fail to is not intended to replace the main system completely close, it may be necessary to air vents and may not release air trapped depressurize risers below the floor being in other parts of the system. Inspect the renovated; and replace isolation valves entire system for potential air traps and vent before proceeding with re-pressurization those areas as required, independently.
    [Show full text]
  • Central Utility Plant Surge Tank Installation Project
    ROWAN UNIVERSITY CENTRAL UTILITY PLANT SURGE TANK INSTALLATION PROJECT GLASSBORO, NEW JERSEY PREPARED BY: DEDC, LLC. Issued for Bid, Permit, and DCA Review December 11, 2020 WWW.DEDC-ENG.COM PENNSYLVANIA 30 S. /17th Street Suite 830 /Philadelphia, PA 19103 DELAWARE 315 SOUTH CHAPEL STREET / NEWARK, DE 19711 T 302.738.7172 / F 302.738.7175 Rowan University CENTRAL UTILITY PLANT SURGE TANK INSTALLATION Project Manual DEDC Project 19P258 TABLE OF CONTENTS SECTION TITLE 230000 Scope of Work 230519 Meters and Gages for HVAC Piping 230553 Identification for HVAC Piping and Equipment 230719 HVAC Piping Insulation 232213 Steam and Condensate Heating Piping 232214 Steam and Condensate Piping Specialties 260505 BSD-Selective Demolition for Electrical 260519 BSD-Low-Voltage Electrical Power Conductors and Cables 260526 BSD-Grounding and Bonding for Electrical Systems 260529 BSD-Hangers and Supports for Electrical Systems 260533_13 BSD-Conduit for Electrical Systems 260533_16 BSD-Boxes for Electrical Systems 260553 BSD-Identification for Electrical Systems 260583 BSD-Wiring Connections 262726 BSD-Wiring Devices 262816_16 BSD-Enclosed Switches TABLE OF CONTENTS 1 Rowan University CENTRAL UTILITY PLANT SURGE TANK INSTALLATION Project Manual DEDC Project 19P258 SECTION 230000 – SCOPE OF WORK PART 1 - SCOPE OF WORK A. GENERAL 1. Unless specifically indicated in the Rowan University’s (RU) General Conditions as work to be contracted directly by RU, the contractor shall be responsible for all material and labor related to this project. This shall include mechanical piping, plumbing, cutting and patching associated with demolition and installation of mechanical systems. 2. Protect interior finishes from damage while transporting equipment through the building.
    [Show full text]