DOCSLIB.ORG

Waterline Extention Project Kinakapw to Lehn Diadi Federated States Of

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Waterline Extention Project Kinakapw to Lehn Diadi Federated States Of WATERLINE EXTENTION PROJECT KINAKAPW TO LEHN DIADI FEDERATED STATES OF MICRONESIA STATE OF POHNPEI PREPARED BY: LYON ASSOCIATES, INC. 45 NORTH KING STREET, SUITE 501 HONOLULU, HAWAII 96817 July 2016 WATERLINE EXTENSION PROJECT KINAKAPW TO LEHN DIADI PROJECT TABLE OF CONTENTS DIVISION 02 - EXISTING CONDITIONS 02 27 40 GROUTED RIPRAP 02 41 00 DEMOLITION 02 84 30 METAL GUARDRAILS DIVISION 03 - CONCRETE 03 20 00.00 10 CONCRETE REINFORCING 03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE DIVISION 04 - MASONRY 04 20 00 MASONRY DIVISION 13 - SPECIAL CONSTRUCTION 13 41 00 GLASS-FUSED-TO-STEEL STORAGE TANK WITH ALUMINUM DOME ROOF DIVISION 22 - PLUMBING 22 00 00 PLUMBING, GENERAL PURPOSES 22 35 00 IN-RESERVOIR WATER CIRCULATION EQUIPMENT DIVISION 26 - ELECTRICAL 26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL DIVISION 31 - EARTHWORK 31 00 00 EARTHWORK 31 11 00 CLEARING AND GRUBBING 31 23 00.00 20 EXCAVATION AND FILL DIVISION 32 - EXTERIOR IMPROVEMENTS 32 31 13 CHAIN LINK FENCES AND GATES DIVISION 33 - UTILITIES 33 11 00 WATER DISTRIBUTION -- End of Project Table of Contents -- PROJECT TABLE OF CONTENTS Page 1 WATERLINE EXTENSION PROJECT KINAKAPW TO LEHN DIADI SECTION 02 27 40 GROUTED RIPRAP 08/14 PART 1 GENERAL 1.1 SUMMARY Perform all work in as indicated on the drawings and as specified herein. 1.2 DESCRIPTION This Work consists of furnishing and placing of cement mortar and rocks to the lines and grades shown on the drawings and as specified herein. 1.3 QUALITY ASSURANCE A. Furnish each aggregate material from single source throughout the Work. B. Perform the Work in accordance with the "Hawaii Standard Specifications for Road and Bridge Construction 2005" and its amendments. 1.4 RIP RAP Rip rap shall be grouted rip rap rock. PART 2 PRODUCTS 2.1 MATERIALS A. GROUTED RIP RAP 1. GROUT: Provide durable grout composed of cement, water and sand mixed in proportions of one part Portland cement to two parts of sand, sufficient water to produce a workable mixture. Mix grout in a concrete mixer. Allow a sufficient mixing time to produce a mixture having a consistency permitting gravity flow into the interstices of the riprap with limited spading and brooming. B. STONES 1. STONES: Shall be clean, free of seams and blemishes or other imperfections, and when tested in accordance with ASTM shall show wear not to exceed 50%. All stones shall be obtained from the same source. All stones shall be moss rock or blue stone (quarried or shattered face exposed). The stones may be variable in sizes, shall not be thicker than the depth of the course being placed. 2. Stones required for riprap shall be quarried, field stones or salvaged from an approved source. The source(s) of stones shall be approved by the Engineer prior to the start of construction. Approval of a source of stones shall not be construed as an approval of all material from that source, nor that the source will produce the quantity and size required by this specification. SECTION 02 27 40 Page 1 WATERLINE EXTENSION PROJECT KINAKAPW TO LEHN DIADI PART 3 EXECUTION 3.1 EXAMINATION Verification of existing conditions before starting work shall be required. 3.2 GENERAL A. The Contractor shall use equipment and workmen capable of performing the work specified in this section. B. The construction methods which the Contractor intends to use shall be thoroughly discussed with the Engineer and the approval of the methods obtained prior to commencing the operations. 3.3 INSTALLATION A. Stones shall be placed to match the limits, elevations, lines and slopes as indicated on the drawings and as specified hereinafter. Stones shall be in pieces generally rectangular in cross section, the least dimension of any piece being not less than one-third its greatest dimension. In general, the stone shall be keyed and fitted tight and placed so that vertical joints are broken with the long axis of the stone set approximately normal to the structure slope and pointing inward toward the center of the structure section. The Contractor shall maintain the placed stone until accepted and any material displaced by any cause shall be replaced at his expense. B. Preparation of Ground Surface: Prior to replacement or resetting of stones as shown on the drawings and specified in this section the subgrade shall be compacted to 90%. C. Placement: Stones for riprap shall be selected with care as to size and shape and placed in such a manner as to produce the required section as indicated on the drawing. Each stone shall be fitted and keyed with adjacent stones, leaving voids through which underlying stones cannot pass. Resetting of adjacent in-place stone to provide for proper placing of shifted or separated stone shall be considered incidental to this work. All stone shall rest securely upon the underlying stone. The voids between the stone shall not be filled with chink stone. Voids shall not be more than 2 inches in diameter. The placement of stone shall proceed as soon as practicable after placement of the underlying stone to prevent displacement of the underlying stone. D. Grouting: Prior to grouting, wet rip-rap surfaces. Grout rip-rap in successive longitudinal strips, commencing at the lowest strip and working up the slope. Distribute grout to place of final deposit and work into place between stones with brooms, spades, trowels, or vibrating equipment. Protect and cure surface for a minimum of 7 days. E. Removal of Rejected Stones: If a newly placed stone or reset stone is found defective in quality, size, shape, weight or placement, the Contractor shall promptly remove the defective stone and replace in with a new stone or reset the required stone to the satisfaction of the Engineer, at no increase in contract price. -- End of Section -- SECTION 02 27 40 Page 2 WATERLINE EXTENSION PROJECT KINAKAPW TO LEHN DIADI SECTION 02 41 00 DEMOLITION 05/10 PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE) ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition Operations U.S. ARMY CORPS OF ENGINEERS (USACE) EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010; Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual 1.2 PROJECT DESCRIPTION 1.2.1 Demolition Plan Prepare a Demolition Plan and submit proposed salvage, demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be Removed. Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use. Coordinate with Waste Management Plan. Provide procedures for safe conduct of the work in accordance with EM 385-1-1 . Plan shall be approved by Contracting Officer prior to work beginning. 1.2.2 General Requirements Do not begin demolition until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes salvage and recycling of materials. Remove rubbish and debris from the project site and do not allow accumulations. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from project site daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1 , Section 23, Demolition, and other applicable Sections. SECTION 02 41 00 Page 1 WATERLINE EXTENSION PROJECT KINAKAPW TO LEHN DIADI 1.3 ITEMS TO REMAIN IN PLACE Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. Do not overload structural elements and pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work. 1.3.1 Existing Construction Limits and Protection Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily. 1.3.2 Utility Service Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, the Government will disconnect and seal utilities serving each area of alteration or removal upon written request from the Contractor. 1.3.3 Facilities Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities.
Load more

Recommended publications
  • Advanced Skills Training Facility PN: 79439 Fort Bragg, North Carolina
    RFP No. W912PM18R0004 Advanced Skills Training Facility PN: 79439 Fort Bragg, North Carolina Specifications – Volume 2 of 4 (Division 08 thru Division 23) April 2018 Fort Bragg North Carolina US Army Corps of Engineers Wilmington District Design Bid Build Solicitation W912PM-18-R-0004 Advanced Skills Training Facility Volume 2 of 3: Division 08 - 22 FY 16 PN 79439 March 2018 U.S. ARMY ENGINEER DISTRICT, SAVANNAH CORPS OF ENGINEERS 100 WEST OGLETHORPE AVENUE SAVANNAH, GEORGIA 31401-3640 Advanced Skills Training Facility BR79439 Ft. Bragg, NC PROJECT TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS STANDARD FORM 1442 00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE 00 21 16 INSTRUCTIONS TO PROPOSERS 00 45 00 REPRESENTATIONS AND CERTIFICATIONS 00 70 00 CONDITIONS OF THE CONTRACT 00 73 00 SUPPLEMENTARY CONDITIONS DIVISION 01 - GENERAL REQUIREMENTS 01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 14 00 CONSTRUCTION SECURITY REQUIREMENTS AND WORK RESTRICTIONS 01 32 01.00 10 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 33 29 SUSTAINABILITY 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 01 45 00.00 10 QUALITY CONTROL 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) 01 45 35 SPECIAL INSPECTIONS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS 01 57 19.00 37 INDOOR AIR QUALITY (IAQ) MANAGEMENT 01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 78
    [Show full text]
  • January 2019
    U.S. Army Corps of Engineers U.S. Navy Naval Facilities Engineering Command U.S. Air Force Civil Engineer Center U.S. National Aeronautics and Space Administration Unified Master Reference List (UMRL) January 2019 UNIFIED MASTER REFERENCE LIST (UMRL) This document lists publications referenced in the Unified Facilities Guide Specifications (UFGS) of the Corps of Engineers (USACE), the Naval Facilities Engineering Command (NAVFAC), the Air Force Civil Engineer Center (AFCEC), and the guide specifications of the National Aeronautics and Space Administration (NASA). The listing is current to the date of this publication. This version of the UMRL may contain more than one version of a single reference. This is part of the integration of NASA fully into the UFGS system. Future versions will contain only a single version of each reference. The UMRL lists issuing organizations alphabetically by name and not by acronym. In some cases more than one organization may use the same acronym. If a listed reference does not have a designator assigned by the issuing organization, a designator for the document has been established for use within SpecsIntact. Where a reference has a joint designation (example: ANSI/BHMA), the UMRL usually lists the reference under the proponent organization (example: The proponent of ANSI/BHMA A156.1 is BHMA; therefore the reference in the UMRL is under BHMA). This procedure simplifies referencing and ordering of joint documents, and specification sections should cite such reference publications using the same designations used in the UMRL. Acronyms of major proponent organizations listed in the UMRL which have joint publications with other standards organization are as follows: Proponent Joint With Organization ASME ANSI ASTM AASHTO BHMA ANSI EIA ANSI IEEE ANSI NEMA ANSI NFPA ANSI Guide Specification section UFGS-01 42 00 SOURCES FOR REFERENCE PUBLICATIONS includes all organizations listed in the UMRL.
    [Show full text]
  • SOF Battalion Operations Facility PN: 80773 Fort Bragg, North Carolina
    RFP No. W912PM-16-R-0020 SOF Battalion Operations Facility PN: 80773 Fort Bragg, North Carolina *IMPORTANT: THIS CONTRACT MUST COMPLY WITH THE 2014 EDITION OF THE EM 385-1-1 Specifications – Volume 2 of 4 July 2016 SOF BATTALION OPERATIONS FACILITY PN80773 PROJECT TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS STANDARD FORM 1442 00 10 00 SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE 00 21 16 INSTRUCTIONS TO PROPOSERS 00 45 00 REPRESENTATIONS AND CERTIFICATIONS 00 70 00 CONDITIONS OF THE CONTRACT 00 73 00 SUPPLEMENTARY CONDITIONS 00 01 15 LIST OF DRAWINGS DIVISION 01 - GENERAL REQUIREMENTS 01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS 01 32 01.00 10 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 33 29 SUSTAINABILITY 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 01 45 00.00 10 QUALITY CONTROL 01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS) 01 45 35 SPECIAL INSPECTIONS 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS 01 57 19.00 37 INDOOR AIR QUALITY (IAQ) MANAGEMENT 01 74 19.00 37 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 01 78 00 CLOSEOUT SUBMITTALS 01 78 23 OPERATION AND MAINTENANCE DATA 01 83 16.00 37 EXTERIOR ENCLOSURE PERFORMANCE REQUIREMENTS 01 91 00.00 37 COMMISSIONING DIVISION 02 - EXISTING CONDITIONS 02 41 00 DEMOLITION DIVISION 03 - CONCRETE 03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING 03 15 00.00 10 CONCRETE ACCESSORIES 03 20 00.00 10 CONCRETE REINFORCING 03 30 00.00 10 CAST-IN-PLACE
    [Show full text]
  • UMRL) July 2021
    U.S. Army Corps of Engineers U.S. Navy Naval Facilities Engineering Command U.S. Air Force Civil Engineer Center U.S. National Aeronautics and Space Administration Unified Master Reference List (UMRL) July 2021 UNIFIED MASTER REFERENCE LIST (UMRL) This document lists publications referenced in the Unified Facilities Guide Specifications (UFGS) of the Corps of Engineers (USACE), the Naval Facilities Engineering Command (NAVFAC), the Air Force Civil Engineer Center (AFCEC), and the guide specifications of the National Aeronautics and Space Administration (NASA). The listing is current to the date of this publication. This version of the UMRL may contain more than one version of a single reference. This is part of the integration of NASA fully into the UFGS system. Future versions will contain only a single version of each reference. The UMRL lists issuing organizations alphabetically by name and not by acronym. In some cases more than one organization may use the same acronym. If a listed reference does not have a designator assigned by the issuing organization, a designator for the document has been established for use within SpecsIntact. Where a reference has a joint designation (example: ANSI/BHMA), the UMRL usually lists the reference under the proponent organization (example: The proponent of ANSI/BHMA A156.1 is BHMA; therefore the reference in the UMRL is under BHMA). This procedure simplifies referencing and ordering of joint documents, and specification sections should cite such reference publications using the same designations used in the UMRL. Acronyms of major proponent organizations listed in the UMRL which have joint publications with other standards organization are as follows: Proponent Joint With Organization ASME ANSI ASTM AASHTO BHMA ANSI EIA ANSI IEEE ANSI NEMA ANSI NFPA ANSI Guide Specification section UFGS-01 42 00 SOURCES FOR REFERENCE PUBLICATIONS includes all organizations listed in the UMRL.
    [Show full text]