The file's text, extracted by GovTribe without its formatting.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICIATION NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 11)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPIRATION DATA (If required)
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
SP3300-15-B-0003
Amendment 0001
Amendment 0001 is hereby incorporated into solicitation SP3300-15-B-0003. Amendment 0001 is being issued to answer a vendor question.
Question: I am trying to download the documents from the FedBizOpps website and it appears that some of the documents are protected and a password is required. Where do I go to establish a password?
Answer: These forms are not required for bidding purposes. When a contract is issued, they are required to request construction badges for contractor personnel. Password will be provided at time of award.
All other terms and conditions remain unchanged.
| ADP21A.tmp |
| Question 29: Drawing Sheet 7 Building 1 |
| Statement – Question |
| Question 30: Drawing Sheet 7 Building 1 Zone 2, Zone 3, and Zone 5 |
| ADP10.tmp |
| Question 29: Drawing Sheet 7 Building 1 |
| Statement – Question |
| Question 30: Drawing Sheet 7 Building 1 Zone 2, Zone 3, and Zone 5 |
| ADP1D.tmp |
| Question 29: Drawing Sheet 7 Building 1 |
| Statement – Question |
| Question 30: Drawing Sheet 7 Building 1 Zone 2, Zone 3, and Zone 5 |
| Amendment 0002 Revised Attachment F Technical Specifications.pdf |
| Spec Cover Sheet |
| Table of Contents |
| 03300 CAST-IN-PLACE STRUCTURAL CONCRETE |
| 03370 FLOWABLE BACKFILL |
| DIVISION 7 – THERMAL & MOISTURE PROTECTION |
| DIVISION 10 - SPECIALTIES |
| DIVISION 13 – SPECIAL CONSTRUCTION |
| 16301 OVERHEAD DISTRIBUTION |
| 16375 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND |
| 01011 Special Requirements |
| PART 1 GENERAL |
| 1.1 WORK COVERED BY CONTRACT DOCUMENTS |
| 1.1.1 Project Description |
| 1.1.2 Project Location |
| 1.2 SUBMITTALS |
| 1.3 EXISTING WORK |
| 1.4 LOCATION OF UNDERGROUND FACILITIES |
| 1.4.1 Notification Prior to Excavation |
| The Contractor, with his own forces, shall transport all Government-furnished equipment/materials described in the Task Order. The equipment/materials will be transported from the Government storage area to the work site indicated on the Task Order. |
| 1.6 ENVIRONMENTAL PROTECTION |
| 1.6.1 Solid, Liquid and Gaseous Contaminants |
| 1.6.2 Disposal of Refuse |
| 1.6.3 Covered Chutes |
| 1.7 CONSTRUCTION SITE MAINTENANCE |
| 1.8 NOISE CONTROL |
| 1.9 SECURITY |
| 1.9.1 Cameras |
| 1.10 EQUIPMENT ON THE PROJECT SITE |
| 1.10.1 Equipment History |
| 1.11 TRUCKING |
| 1.12 TOILET FACILITIES |
| 1.13 ELEVATORS |
| 1.14 SAFETY AND HEALTH |
| 1.14.1 General |
| 1.14.2 Work Covered by This Section |
| 1.14.3 Definition of Hazardous Materials |
| 1.14.4 Asbestos |
| 1.14.5 Safety Assurance |
| 1.14.6 Recording and Preserving Historical and Archeological Finds |
| 1.14.7 Contractor Staff |
| 1.14.8 Utilities (Work Related) |
| 1.14.9 Standards of Conduct |
| 1.14.10 Additional Requirements |
| 1.15 SHOP DRAWING REQUIREMENTS |
| 1.16 BUY RECYCLE PROGRAM |
| 1.16.1 Mandated Requirements |
| 1.16.2 Administrative Requirements |
| 1.17 PAYMENTS AND SCHEDULE OF VALUES |
| 1.17.1 Schedule of Values |
| 1.17.2 Application for Payment |
1.18 construction progress schedule
| PART 2 PRODUCTS |
| 2.1 BUY RECYCLED MATERIALS |
PART 3 EXECUTION
| 01140 Work Restrictions |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 SPECIAL SCHEDULING REQUIREMENTS |
| 1.3 CONTRACTOR ACCESS AND USE OF PREMISES |
| 1.3.1 Activity Regulations |
| 1.3.2 Working Hours |
| 1.3.3 Work Outside Regular Hours |
| 1.3.4 Occupied and Existing Building(s) |
| 1.3.5 Utility Cutovers and Interruptions |
| 1.4 SECURITY REQUIREMENTS |
| 1.4.1 Personnel and Vehicle Security |
| 1.4.1.1 Commercial Vehicles |
| 1.4.1.2 Parking |
| 1.4.1.3 Vehicle Searches |
| 1.4.1.4 Areas Not Covered by Contract |
| 1.4.1.5 Identification Badges |
1.4.2 Photographs
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 01320 Project Schedule |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| PART 2 PRODUCTS (Not Applicable) |
| PART 3 EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| 3.2 BASIS FOR PAYMENT |
| 3.3 PROJECT SCHEDULE |
| 3.3.1 Use of Critical Path Method |
| 3.3.2 Level of Detail Required |
| 3.3.2.3 Procurement Activities |
| 3.3.2.4 Critical Activities |
| 3.3.2.5 Government Activities |
| 3.3.2.6 Responsibility |
| 3.3.2.7 Modification or Claim Number |
| 3.3.2.8 Phase of Work |
| 3.3.2.9 Category of Work |
| 3.3.3 Scheduled Project Completion |
| 3.3.3.1 Project Start Date |
| 3.3.3.2 Constraint of Last Activity |
| 3.3.3.3 Early Project Completion |
| 3.3.4 Interim Completion Dates |
| 3.3.4.1 Start Phase |
| 3.3.4.2 End Phase |
| 3.3.4.3 Phase X |
| 3.3.5 Default Progress Data Disallowed |
| 3.4 PROJECT SCHEDULE SUBMISSIONS |
| 3.4.1 Initial Project Schedule Submission |
| 3.4.2 Periodic Schedule Updates |
| 3.4.3 Standard Activity Coding Dictionary |
| 3.5 SUBMISSION REQUIREMENTS |
| 3.5.1 Data Disks |
| 3.5.1.1 File Media |
| 3.5.1.2 Disk Label |
| 3.5.1.3 File Name |
3.5.2 Approved Changes Verification
| 3.5.3 Network Diagram |
| 3.6 PERIODIC PROGRESS MEETINGS |
| 3.6.1 Meeting Attendance |
| 3.6.2 Update Submission Following Progress Meeting |
| 3.6.3 Progress Meeting Contents |
| 3.6.3.1 Start and Finish Dates |
| 3.6.3.2 Time Completion |
| 3.6.3.3 Cost Completion |
| 3.6.3.4 Logic Changes |
| 3.6.3.5 Other Changes |
| 3.7 REQUESTS FOR TIME EXTENSIONS |
| 3.7.1 Justification of Delay |
| 3.7.2 Submission Requirements |
| 3.7.3 Additional Submission Requirements |
| 3.8 DIRECTED CHANGES |
| 3.9 OWNERSHIP OF FLOAT |
| 01330 Submittal Procedures |
| PART 1 GENERAL |
| 1.1 DEFINITIONS |
| 1.1.1 Submittal |
| 1.1.2 Submittal Descriptions (SD) |
| 1.1.3 Approving Authority |
| 1.1.4 Work |
| 1.2 SUBMITTALS |
| 1.6 SUBMITTAL CLASSIFICATION |
| 1.6.1 Government Approved |
| 1.7 APPROVED SUBMITTALS |
| 1.8 DISAPPROVED SUBMITTALS |
| 1.9 WITHHOLDING OF PAYMENT |
| 1.10 GENERAL |
| 1.11 SUBMITTAL REGISTER (FORM 4288) |
| 1.12 SCHEDULING |
| 1.10 TRANSMITTAL FORM (ENG FORM 4025) |
| 1.11 SUBMITTAL PROCEDURES |
| 1.11.1 Procedures |
| 1.11.2 Deviations |
| 1.12 CONTROL OF SUBMITTALS |
| 1.13 GOVERNMENT APPROVED SUBMITTALS |
| 1.14 INFORMATION ONLY SUBMITTALS |
| 1.15 STAMPS |
| 1.16 BUY RECYCLE PROGRAM |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| Submittal Register Form 4288 02162012 |
| 01451 Contr Qual Ctrl |
| 1.1 REFERENCES |
| 1.2 PAYMENT |
| 1.3 SUBMITTALS |
| PART 2 PRODUCTS |
| (Not Applicable) |
| PART 3 EXECUTION |
| 3.1 GENERAL REQUIREMENTS |
| 3.2 QUALITY CONTROL PLAN |
| 3.2.1 Content of the CQC Plan |
| 3.2.2 Additional Requirements for Design Quality Control (DQC) Plan |
| 3.2.3 Acceptance of Plan |
| 3.2.4 Notification of Changes |
| 3.3 QUALITY CONTROL ORGANIZATION |
| 3.3.1 Personnel Requirements |
| 3.3.2 CQC System Manager |
| 3.3.3 CQC Personnel |
| 3.4 SUBMITTALS AND DELIVERABLES |
| 3.5 CONTROL |
| 3.6 TESTS |
| 3.6.1 Testing Procedure |
| 3.6.2 Testing Laboratories |
| 3.6.2.1 Capability Check |
| 3.6.2.2 Capability Recheck |
3.6.3 Onsite Laboratory
| 3.7 COMPLETION INSPECTION |
| 3.7.1 Punch-Out Inspection |
| 3.7.2 Pre-Final Inspection |
| 3.7.3 Final Acceptance Inspection |
| 3.8 DOCUMENTATION |
| 3.9 NOTIFICATION OF NONCOMPLIANCE |
| 01500 Temp Const Facil |
| PART 1 GENERAL |
| 1.1 GENERAL REQUIREMENTS |
| 1.1.1 Site Plan |
| 1.1.2 Identification of Employees |
| 1.1.3 Employee Parking |
| 1.2 SUBMITTALS |
| 1.3 AVAILABILITY AND USE OF UTILITY SERVICES |
| 1.3.1 Payment for Utility Services |
| 1.3.2 Sanitary Facilities |
| 1.3.3 Telephone |
| 1.4 PROTECTION AND MAINTENANCE OF TRAFFIC |
| 1.4.1 Haul Roads |
| 1.4.2 Barricades |
| 1.5 CONTRACTOR'S TEMPORARY FACILITIES |
| 1.5.1 Storage Area |
| 1.5.2 Supplemental Storage Area |
| 1.5.3 Appearance of Trailers |
| 1.5.4 Maintenance of Storage Area |
| 1.5.5 Security Provisions |
| 1.6 GOVERNMENT FIELD OFFICE |
| 1.7 PLANT COMMUNICATION |
| 1.8 TEMPORARY PROJECT SAFETY FENCING |
| 1.9 CLEANUP |
| 1.10 RESTORATION OF STORAGE AREA |
| 01525 Safety_Occ_Health_Reqmts |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DEFINITIONS |
| 1.4 REGULATORY REQUIREMENTS |
| 1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS |
| 1.5.1 Personnel Qualifications |
| 1.5.1.1 Site Safety and Health Officer (SSHO) |
| 1.5.1.3 Crane Operators |
| 1.5.2 Personnel Duties |
| 1.5.2.1 Site Safety and Health Officer (SSHO)/Superintendent or Quality Control Person |
| 1.5.2.2 General Safety and Health Officer |
| 1.5.3 Meetings |
| 1.5.3.1 Preconstruction Conference |
| 1.5.3.2 Safety Meetings |
| 1.6 ACCIDENT PREVENTION PLAN (APP) |
| 1.6.1 EM 385-1-1 Contents |
| 1.7 ACTIVITY HAZARD ANALYSIS (AHA) |
| 1.8 DISPLAY OF SAFETY INFORMATION |
| 1.9 SITE SAFETY REFERENCE MATERIALS |
| 1.10 EMERGENCY MEDICAL TREATMENT |
| 1.11 REPORTS |
| 1.11.1 Accident Reports |
| 1.11.2 Accident Notification |
| 1.11.3 Monthly Exposure Reports |
| 1.11.4 Crane Reports |
1.12 HOT WORK
| PART 2 PRODUCTS |
| 2.1 FALL PROTECTION ANCHORAGE |
| PART 3 EXECUTION |
| 3.1 CONSTRUCTION AND/OR OTHER WORK |
| 3.1.1 Hazardous Material Exclusions |
| 3.1.2 Unforeseen Hazardous Material |
| 3.2 PRE-OUTAGE COORDINATION MEETING |
| 3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM |
| 3.3.1 Training |
| 3.3.2 Fall Protection Equipment and Systems |
| 3.3.2.1 Personal Fall Arrest Equipment |
| 3.3.3 Fall Protection for Roofing Work |
| 3.3.4 Existing Anchorage |
| 3.3.5 Horizontal Lifelines |
| 3.3.6 Guardrails and Safety Nets |
| 3.3.7 Rescue and Evacuation Procedures |
| 3.4 SCAFFOLDING |
| 3.4.1 Stilts |
| 3.5 EQUIPMENT |
| 3.5.1 Material Handling Equipment |
| 3.5.2 Weight Handling Equipment |
| 3.6 EXCAVATIONS |
| 3.6.1 Utility Locations |
| 3.6.2 Utility Location Verification |
| 3.6.3 Shoring Systems |
| 3.6.4 Trenching Machinery |
| 3.7 UTILITIES WITHIN CONCRETE SLABS |
| 3.8 ELECTRICAL |
| 3.8.1 Conduct of Electrical Work |
| 3.8.2 Portable Extension Cords |
3.9 WORK IN CONFINED SPACES
| 01575 Temp Envir Cntrls |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.2.1 Sediment |
| 1.2.2 Solid Waste |
| 1.2.3 Debris |
| 1.2.4 Hazardous Debris |
| 1.2.5 Chemical Wastes |
| 1.2.6 Garbage |
| 1.2.7 Hazardous Waste |
| 1.2.8 Oily Waste |
| 1.2.9 Regulated Waste |
| 1.2.10 Class I Ozone Depleting Substance (ODS) |
| 1.2.11 Hazardous Materials |
| 1.3 SUBMITTALS |
| 1.4 DIRT AND DUST CONTROL PLAN |
| 1.5 LABORATORY ANALYSIS |
| 1.6 REPORTS |
| 1.6.1 Preconstruction Survey |
| 1.6.2 Waste Determination Documentation |
| 1.6.3 Disposal Documentation for Hazardous and Regulated Waste |
| 1.6.4 Contractor 40 CFR Employee Training Records |
| 1.6.5 Regulatory Notification |
| 1.6.6 Erosion and Sediment Control Inspection Reports |
| 1.6.7 Solid Waste Disposal Report |
| 1.7 WHM/HW MATERIALS PROHIBITION |
| 1.8 CLASS I AND II ODS PROHIBITION |
| 1.9 ENVIRONMENTAL PROTECTION REQUIREMENTS |
| 1.9.1 Facility Hazardous Waste Generator Status |
| 1.9.2 Licenses and Permits |
| 1.9.3 Contractor Liabilities for Environmental Protection |
| 1.10 FUEL TANKS |
| 1.11 ENVIRONMENTAL PROTECTION PLAN |
| 1.11.1 Environmental Protection Plan Review |
1.12 HAZARDOUS MATERIAL INVENTORY LOG
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 PROTECTION OF NATURAL RESOURCES |
| 3.1.1 Land Resources |
| 3.1.1.1 Protection of Trees |
| 3.1.1.2 Replacement |
| 3.1.2 Water Resources |
| 3.1.2.1 Stream Crossings |
| 3.1.2.2 Oily and Hazardous Substances |
| 3.1.2.3 Stormwater Drainage |
3.1.3 Fish and Wildlife Resources
| 3.2 HISTORICAL AND ARCHAEOLOGICAL RESOURCES |
| 3.3 EROSION AND SEDIMENT CONTROL MEASURES |
| 3.3.1 Burn-off |
| 3.3.2 Protection of Erodible Soils |
| 3.3.3 Temporary Protection of Erodible Soils |
| 3.3.3.1 Mechanical Retardation and Control of Runoff |
| 3.3.3.2 Sediment Basins |
| 3.3.3.3 Vegetation and Mulch |
| 3.4 CONTROL AND DISPOSAL OF SOLID WASTES |
| 3.5 CONTROL AND DISPOSAL OF HAZARDOUS WASTES |
| 3.5.1 Hazardous Waste/Debris Management |
| 3.5.1.1 Regulated Waste Storage/Satellite Accumulation/90 Day Storage Areas |
| 3.5.2 Pollution Prevention/Hazardous Waste Minimization |
| 3.5.3 Hazardous Material Control |
| 3.5.4 Petroleum Products |
| 3.5.5 Releases/Spills of Oil and Hazardous Substances |
| 3.6 DUST CONTROL |
| 3.7 ABRASIVE BLASTING |
| 3.7.1 Blasting Operations |
| 3.7.2 Disposal Requirements |
| 3.8 NOISE |
| 3.9 MERCURY MATERIALS |
| 01780 Project Closeout |
| PART 1 GENERAL |
| 1.1 SUBMITTALS |
| 1.2 PROJECT RECORD DOCUMENTS |
| 1.2.1 As-Built Drawings |
| 1.2.1.1 Government Furnished Materials |
| 1.2.1.2 Working As-Built and Final As-Built Drawings |
| 1.2.1.3 As-Built Drawing Preparation |
| 1.2.1.5 Payment |
| 1.2.2 As-Built Record of Equipment and Materials |
| 1.2.4 Construction Contract Specifications |
| 1.2.5 Real Property Equipment |
| 1.3 WARRANTY MANAGEMENT |
| 1.3.1 Warranty Management Plan |
| 1.3.2 Performance Bond |
| 1.3.3 Pre-Warranty Conference |
| 1.3.4 Contractor's Response to Construction Warranty Service Requirements |
| 1.3.5 Warranty Tags |
| 1.4 SUBMISSION OF OPERATION AND MAINTENANCE DATA |
| 1.4.1 Package Quality |
| 1.4.2 Package Content |
| 1.4.3 Changes to Submittals |
| 1.5 TYPES OF INFORMATION REQUIRED IN O&M DATA PACKAGES |
| 1.5.1 Operating Instructions |
| 1.5.1.1 Safety Precautions |
| 1.5.1.2 Operator Pre-Start |
| 1.5.1.3 Startup, Shutdown, and Post-Shutdown Procedures |
| 1.5.1.4 Normal Operations |
| 1.5.1.5 Emergency Operations |
| 1.5.1.6 Operator Service Requirements |
| 1.5.1.7 Environmental Conditions |
| 1.5.2 Preventive Maintenance |
| 1.5.2.1 Preventive Maintenance Plan and Schedule |
| 1.5.3 Corrective Maintenance (Repair) |
| 1.5.3.1 Troubleshooting Guides and Diagnostic Techniques |
| 1.5.3.2 Wiring Diagrams and Control Diagrams |
| 1.5.3.3 Maintenance and Repair Procedures |
| 1.5.3.4 Removal and Replacement Instructions |
| 1.5.3.5 Spare Parts and Supply Lists |
| 1.5.4 Corrective Maintenance Work-Hours |
| 1.5.5 Appendices |
| 1.5.6 Parts Identification |
| 1.5.6.1 Warranty Information |
| 1.5.6.2 Personnel Training Requirements |
| 1.5.6.3 Testing Equipment and Special Tool Information |
| 1.5.6.4 Contractor Information |
| 1.6 SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES |
| 1.6.1 Data Package 1 for architectural items requiring simple but specific maintenance and replacement. |
| 1.6.2 Data Package 2 for items with motors and a sequence of operation. |
| 1.6.3 Data Package 3 for complex equipment having specific troubleshooting sequence but not requiring an operator on watch. |
| 1.6.4 Data Package 4 for an extremely complex piece of equipment, having an extensive sequence of operation, a complex troubleshooting sequence and one requiring frequent operator attention. |
| 1.6.5 Data Package 5 for electrical equipment, components or systems on which, wiring and control diagrams are needed for operation, maintenance or repair. |
| 1.7 FINAL CLEANING |
| 1.8 PROJECT START-UP |
| PART 2 PRODUCTS (NOT USED) |
| PART 3 EXECUTION (NOT USED) |
| 02076 Milling of Bit Pvt |
| 02100 Site Preparation |
| PART 3 EXECUTION |
| -- End of Section -- |
| 02151 Shoring |
| 02220 Demolition |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED SECTIONS |
| Section 01525: SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS |
| Section 01575: TEMPORARY ENVIRONMENTAL CONTROLS |
| Section 02221: TRENCHING, BACKFILLING AND COMPACTION |
| 1.3 GENERAL REQUIREMENTS |
| 1.4 SUBMITTALS |
| 1.5 DEMOLITION PLAN |
| 1.6 REGULATORY AND SAFETY REQUIREMENTS |
| 1.6.1 Notifications |
| 1.6.1.1 General Requirements |
| 1.7 DUST AND DEBRIS CONTROL |
| 1.8 PROTECTION |
| 1.8.1 Traffic Control |
| 1.8.2 Existing Work |
| 1.8.3 Items to Remain in Place |
| 1.8.4 Existing Construction |
| 1.8.5 Weather Protection |
| 1.8.6 Trees |
| 1.8.7 Utility Service |
| 1.8.8 Facilities |
| 1.8.9 Protection of Personnel |
| 1.9 BURNING |
| 1.10 RELOCATIONS |
| 1.11 DEMOLITION PLAN |
| 1.12 ENVIRONMENTAL PROTECTION |
| 1.13 USE OF EXPLOSIVES |
| 1.14 AVAILABILITY OF WORK AREAS |
| PART 2 PRODUCTS |
| 2.1 FILL MATERIAL |
| PART 3 EXECUTION |
| 3.1 EXISTING FACILITIES TO BE REMOVED |
| 3.1.1 Structures |
| 3.1.2 Utilities and Related Equipment |
| 3.1.2.1 General Requirements |
| 3.1.2.2 Disconnecting Existing Utilities |
| 3.1.3 Paving, Curbing and Slabs |
| 3.1.4 Roofing |
| 3.1.4.1 Temporary Roofing |
| 3.1.4.2 Reroofing |
| 3.1.5 Masonry |
| 3.1.6 Concrete |
| 3.1.7 Patching |
| 3.1.8 Air Conditioning Equipment |
| 3.1.9 Cylinders and Canisters |
| 3.1.10 Mechanical Equipment and Fixtures |
| 3.1.10.1 Ducts |
| 3.2 CONCURRENT EARTH-MOVING OPERATIONS |
| 3.3 DISPOSITION OF MATERIAL |
| 3.3.1 Title to Materials |
| 3.3.2 Reuse of Materials and Equipment |
| 3.3.3 Salvaged Materials and Equipment |
| 3.3.4 Disposal of Ozone Depleting Substance (ODS) |
| 3.3.4.1 Special Instructions |
| 3.3.4.2 Fire Suppression Containers |
| 3.3.5 Transportation Guidance |
| 3.3.6 Unsalvageable Material |
| 3.4 CLEANUP |
| 3.5 DISPOSAL OF REMOVED MATERIALS |
| 3.5.1 Special Conditions |
| 3.5.2 Burning on Government Property |
| 3.5.3 Removal from Government Property |
3.6 REUSE OF SALVAGED ITEMS
| 02221 Trenching |
| 3.5 ANCILLARY WORK |
| 3.5.1 Underground Warning Tape |
| For the purposes of early warning and identification of buried pipelines during future trenching or other excavation, provide continuous identification tapes in trenches. Install in accordance with printed recommendations of the tape manufacturer, an... |
| Bury tape at a depth of 12-inches below grade. In pavements measure 12-inches below subgrade of pavement. |
| Provide warning tape in trenches for utilities specified previously. |
| -- End of Section -- |
| THIS PAGE LEFT INTENTIONALLY BLANK |
| 02230 Excav for Pvmts |
| 02270 E&S |
| Permittivity |
| -- End of Section -- |
| 02300 Earthwork |
| PART 1 GENERAL |
| PART 3 EXECUTION |
| --End of Section-- |
| 02373 Geotextiles |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE AND HANDLING |
| 1.3.1 Delivery |
| 1.3.2 Storage |
| 1.3.3 Handling |
| PART 2 PRODUCTS |
| 2.1 GEOTEXTILE FABRIC |
| 2.2 Thread |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Installation |
| 02480 Seeding_Landscaping |
| -- End of Section -- |
| 02500 Paving |
| 3.2.4 Bituminous Concrete Wearing Course |
| ID-2, construct in accordance with the requirements of PDT Section 420. Use Bituminous Tack Coat material to seal joints in wearing courses as specified in PDT Section 401.3(j)3. |
| 3.2.6 Joint Sealing |
| Where bituminous paving and concrete pad, curbs and aprons meet apply a sealing coat consisting of an application of Class AC-20 petroleum asphalt cement in accordance with PDT Section 401(j)3. |
| -- End of Section -- |
| 02515 Guide Rail |
| -- End of Section -- |
| 02522 Concrete Curbing |
| -- End of Section -- |
| 02580 Pavement Markings |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| -- End of Section -- |
| THIS PAGE LEFT INTENTIONALLY BLANK |
| 02582 Elec MH_HH |
| PART 1 GENERAL |
| 1.1 SUMMARY |
| 1.2 RELATED SECTIONS |
| Section 02230: Excavation, Backfilling and Compaction for Pavements. |
| Section 03300: Cast-In-Place Structural Concrete. |
| Section 16375: Electrical Distribution System, Underground. |
| 1.3 REFERENCES |
| 1.4 SUBMITTALS |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Precast Manhole and Handhole |
| 2.1 MATERIALS AND EQUIPMENT |
| 2.1.1 Underground Structures |
| 2.1.1.1 Manholes, Handholes and Pull Boxes |
| 2.1.1.2 Cast-In-Place Concrete Manholes |
| 2.1.1.3 Precast Concrete Manholes, Risers and Tops |
| 2.1.1.4 Brick for Manhole Collar |
| 2.1.1.5 Polymer Concrete Handholes |
| 2.1.2 Cast-In-Place Manholes and Handholes |
| 2.1.3 Optional Precast Concrete Construction |
| 2.1.4 Manhole Frames and Covers |
| 2.1.5 Pulling-In Irons |
| 2.1.6 Cable Racks, Arms and Insulators |
| 2.1.6.1 Cable Racks |
| 2.1.6.2 Rack Arms |
| 2.1.6.3 Insulators |
| 2.1.7 Drainage Pipe and Fittings |
| 2.1.8 Handhole Frames and Covers |
| Provide steel frames and covers of rolled steel floor plate for handholes. Frames and covers of steel shall be welded by qualified welders in accordance with standard commercial practice. Steel covers shall be rolled-steel floor plate having an appro... |
| 2.1.9 Grounding in Manholes and Handholes |
| PART 3 EXECUTION |
| 3.1 GENERAL INSTALLATION |
| 3.1.1 Concrete |
| 3.1.2 Earthwork for Utilities |
| 3.1.3 Contractor Damage |
| 3.2 MANHOLES, HANDHOLES, AND PULLBOXES |
| 3.2.1 General |
| 3.2.2 Handholes |
| 3.2.3 Pullboxes |
| 3.2.4 Cast-In-Place Manholes and Handholes |
| 3.2.4.1 Pulling-In Irons |
| 3.2.5 Precast Manholes and Handholes Installation |
| 3.2.6 Field Painting |
| 3.2.7 Ground Rods |
| 3.2.7.1 Manhole, Handhole, or Concrete Pullbox Grounding |
| 02601 Manholes |
| 02620 Subdrainage system |
| PART 1 GENERAL |
| 1.1 SUMMARY |
| 1.2 RELATED SECTIONS |
| Section 02221: Trenching, Backfilling and Compaction. |
| Section 02373: Geotextiles. |
| 1.3 REFERENCES |
| 1.4 SUBMITTALS |
| 1.5 DELIVER, STORAGE, AND HANDLING |
| 1.5.1 Delivery and Storage |
| 1.5.2 Handling |
| PART 2 PRODUCTS |
| 2.1 PIPE FOR SUBDRAINS |
| 2.1.1 Concrete Pipe |
| 2.1.2 Perforated Concrete Pipe |
| 2.1.3 Porous Concrete Pipe |
| 2.1.4 Plastic Pipe |
| 2.1.4.1 Acrylonitrile-Butadiene-Styrene (ABS) Piping |
| 2.1.4.2 Polyvinyl Chloride (PVC) Pipe and Fittings |
| 2.1.4.3 Corrugated Polyethylene (PE) Pipe and Fittings |
| 2.1.4.4 Pipe Perforations |
| 2.2 FILTER FABRIC |
| 2.3 SUBDRAIN FILTER AND BEDDING MATERIAL |
| PART 3 EXECUTION |
| 3.1 EXCAVATION AND SUBGRADE PREPARATION FOR SUBDRAIN SYSTEMS |
| 3.2 INSTALLATION OF FILTER FABRIC AND PIPE FOR SUBDRAINS |
| 3.2.1 Installation of Filter Fabric |
| 3.2.1.1 Overlaps on Perforated or Slotted Pipes |
| 3.2.1.2 Installation on Open-Joint Pipe |
| 3.2.1.3 Trench Lining and Overlaps |
| 3.2.2 Installation of Pipe Bedding |
| 3.2.3 Installation of Pipe for Subdrains |
| 3.2.3.1 Pipe Laying |
| 3.2.3.2 Joints |
| 3.3 INSTALLATION OF AND BACKFILLING FOR BLIND OR FRENCH DRAINS |
| 3.4 INSTALLATION OF FILTER MATERIAL AND BACKFILLING FOR SUBDRAINS |
| 3.5 TESTS |
| 3.5.1 Pipe Test |
| 02713 Water Main |
| --End of Section-- |
| 02721 Storm Sewers |
| 02722 Piped Wastewater Sewer |
| Construct stream crossing in accordance with the requirements of Section 02221, TRENCHING, BACKFILLING AND COMPACTION. Construct stream crossing using only Ductile Iron Pipe, concrete encased as specified herein. |
| --End of Section-- |
| THIS PAGE LEFT INTENTIONALLY BLANK |
| 02724 Force Mains |
| DUCTILE IRON PIPE RESTRAINED JOINT DIMENSIONS |
| 02787 Bituminous Rejuvenation |
| 02871 Bollards |
| 02930 Exterior Plants |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED SECTIONS |
| Section 02270: Erosion and Sediment Pollution Control. |
| Section 02300: Earthwork. |
| Section 02480: Seeding and Landscaping. |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Topsoil Composition Tests |
| 1.4.2 State Landscape Contractor's License |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.5.1 Delivery |
| 1.5.1.1 Soil Amendment Delivery |
| 1.5.2 Storage |
| 1.5.2.1 Plant Storage and Protection |
| 1.5.2.2 Fertilizer and pH Adjusters Storage |
1.5.3 Handling
| 1.6 TIME RESTRICTIONS AND PLANTING CONDITIONS |
| 1.6.1 Planting Dates |
| 1.6.1.1 Deciduous Material |
| 1.6.1.2 Evergreen Material |
1.6.2 Restrictions
1.7 GUARANTEE
| PART 2 PRODUCTS |
| 2.1 PLANTS |
| 2.1.1 Regulations and Varieties |
| 2.1.2 Shape and Condition |
| 2.1.2.1 Deciduous Trees and Shrubs |
| 2.1.2.2 Evergreen Trees and Shrubs |
| 2.1.2.3 Ground Covers and Vines |
| 2.1.3 Plant Size |
| 2.1.4 Root Ball Size |
| 2.1.5 Growth of Trunk and Crown |
| 2.1.5.1 Deciduous Trees |
| 2.1.5.2 Deciduous Shrubs |
| 2.1.5.3 Coniferous Evergreen Plant Material |
| 2.1.5.4 Broadleaf Evergreen Plant Material |
| 2.1.5.5 Ground Cover and Vine Plant Material |
| 2.2 TOPSOIL |
| 2.2.1 On-Site Topsoil |
| 2.2.2 Off-Site Topsoil |
| 2.3 SOIL CONDITIONERS |
| 2.3.1 Peat |
| 2.4 PLANTING SOIL MIXTURES |
| 2.5 FERTILIZER |
| 2.5.1 Fertilizer Tablets |
| 2.6 WEED CONTROL FABRIC |
| 2.6.1 Roll-Type Polypropylene or Polyester Mats |
| 2.7 MULCH |
| 2.7.1 Inert Mulch Materials |
| 2.7.2 Organic Mulch Materials |
| 2.8 STAKING AND GUYING MATERIAL |
| 2.8.1 Staking Material |
| 2.8.1.1 Tree Support Stakes |
| 2.8.1.2 Ground Stakes |
| 2.8.2 Guying Material |
| 2.8.2.1 Guying Wire |
| 2.8.2.2 Guying Cable |
| 2.8.3 Hose Chafing Guards |
| 2.8.4 Flags |
| 2.8.5 Turnbuckles |
| 2.8.6 Metal Anchors |
| 2.8.6.1 Driven Anchors |
| 2.8.6.2 Screw Anchors |
| 2.9 EDGING MATERIAL |
| 2.9.1 Edging |
| 2.9.2 Recycled Plastic Edging |
| 2.10 ANTI-DESICCANTS |
| 2.11 EROSION CONTROL MATERIALS |
| 2.11.1 Erosion Control Blanket |
| 2.11.2 Erosion Control Fabric |
| 2.11.3 Erosion Control Net |
| 2.11.4 Erosion Control Material Anchors |
| 2.12 WATER |
| 2.13 SOURCE QUALITY CONTROL |
| PART 3 EXECUTION |
| 3.1 EXTENT OF WORK |
| 3.2 PREPARATION |
| 3.2.1 Layout |
| 3.2.2 Soil Preparation |
| 3.2.2.1 Fertilizer Application Rates |
| 3.3 PLANT BED PREPARATION |
| 3.4 PLANT INSTALLATION |
| 3.4.1 Individual Plant Pit Excavation |
| 3.4.2 Plant Beds with Multiple Plants |
| 3.4.3 Handling and Setting |
| 3.4.3.1 Balled and Burlapped Stock |
| 3.4.3.2 Bare-Root Stock |
| 3.4.3.3 Container Grown Stock |
| 3.4.3.4 Ground Covers and Vines |
| 3.4.4 Earth Mounded Watering Basin for Individual Plant Pits |
| 3.4.5 Weed Control Fabric Installation |
| 3.4.6 Erosion Control Material |
| 3.4.7 Placement of Mulch Topdressing |
| 3.4.8 Mulch Topdressing |
| 3.4.9 Installation of Edging |
| 3.4.10 Fertilization |
| 3.4.10.1 Fertilizer Tablets |
| 3.4.10.2 Granular Fertilizer |
| 3.4.11 Watering |
| 3.4.12 Staking and Guying |
| 3.4.12.1 Staking |
| 3.4.12.2 Guying |
| 3.4.12.3 Chafing Guards |
| 3.4.12.4 Wood Ground Stakes |
| 3.4.12.5 Iron Anchors |
| 3.4.12.6 Steel Screw Anchors |
| 3.4.12.7 Flags |
| 3.4.13 Pruning |
| 3.4.13.1 Trees and Shrubs |
| 3.4.13.2 Wound Dressing |
| 3.5 RESTORATION AND CLEAN UP |
| 3.5.1 Restoration |
| 3.5.2 Clean Up |
| 02966 Recycling of Bit Pvt |
| 02975 Sealing Cracks in Bit Pavement |
| PART 1 GENERAL |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
-- END OF SECTION --
| 02980 Patching Rigid Pavement |
| PART 1 GENERAL |
| PART 3 EXECUTION |
| Square Mesh) |
| Square Mesh) |
| 03100 Concrete Formwork |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DESIGN |
| 1.4 STORAGE AND HANDLING |
| PART 2 PRODUCTS |
| 2.1 FORM MATERIALS |
| 2.1.1 Forms For Class A and Class B Finish |
| 2.1.2 Forms for Class C Finish |
| 2.1.3 Forms for Class D Finish |
| 2.1.4 Retain-In-Place Metal Forms |
| 2.1.5 Pan-Form Units |
| 2.1.6 Form Ties |
| 2.1.7 Form Releasing Agents |
| 2.1.8 Fiber Voids |
| 2.2 FIBER VOID RETAINERS |
| 2.2.1 Polystyrene Rigid Insulation |
| 2.2.2 Precast Concrete |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Formwork |
| 3.1.2 Fiber Voids |
| 3.1.3 Fiber Void Retainers |
| 3.2 CHAMFERING |
| 3.3 COATING |
| 3.4 REMOVAL OF FORMS |
| 03150 Exp_Contr_Jts_Waterstops |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED SECTIONS |
| 1.2.1 Section 03300: Cast-In-Place Structural Concrete. |
| 1.3 SUBMITTALS |
| 1.4 DELIVERY AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 CONTRACTION JOINT STRIPS |
| 2.2 PREFORMED EXPANSION JOINT FILLER |
| 2.3 SEALANT |
| 2.3.1 Preformed Polychloroprene Elastomeric Type |
| 2.3.2 Lubricant for Preformed Compression Seals |
| 2.3.3 Hot-Poured Type |
| 2.3.4 Field-Molded Type |
| 2.3.5 Hot-Applied Jet-Fuel Resistant Type |
| 2.4 WATERSTOPS |
| 2.4.1 Flexible Metal |
| 2.4.2 Rigid Metal |
| 2.4.3 Non-Metallic Materials |
| 2.4.4 Non-Metallic Hydrophilic |
| 2.4.5 Preformed Elastic Adhesive |
| 2.4.5.1 Chemical Composition |
| 2.4.5.3 Sag of Flow Resistance |
| 2.4.5.4 Chemical Resistance |
| PART 3 EXECUTION |
| 3.1 JOINTS |
| 3.1.1 Contraction Joints |
| 3.1.1.1 Joint Strips |
| 3.1.1.2 Sawed Joints |
| 3.1.2 Expansion Joints |
| 3.1.3 Joint Sealant |
| 3.1.3.1 Joints with Preformed Compression Seals |
| 3.1.3.2 Joints with Field-Molded Sealant |
| 3.2 WATERSTOPS, INSTALLATION AND SPLICES |
| 3.2.1 Copper and Stainless Steel |
| 3.2.2 Flat Steel |
| 3.2.3 Non-Metallic |
| 3.2.3.1 Rubber Waterstop |
| 3.2.3.2 Polyvinyl Chloride Waterstop |
| 3.2.3.3 Quality Assurance |
| 3.2.4 Non-Metallic Hydrophilic Waterstop Installation |
| 3.2.5 Preformed Plastic Adhesive Installation |
3.3 CONSTRUCTION JOINTS
| 03200 Concrete Reinforcement |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.3 WELDING |
| 1.4 DELIVERY AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 DOWELS |
| 2.2 FABRICATED BAR MATS |
| 2.3 REINFORCING STEEL |
| 2.4 WELDED WIRE FABRIC |
| 2.5 WIRE TIES |
| 2.6 SUPPORTS |
| 2.7 SYNTHETIC FIBER REINFORCEMENT |
| 2.8 REBAR SPLICING COUPLER |
| 2.8.1 Internal Coupler Protector |
| 2.8.2 Bar End Protectors |
| 2.9 EPOXY-COATED REINFORCING STEEL |
| 2.9.1 Field Applied Repair Material |
| 2.10 ANTI-CORROSION COATING |
| 2.11 ANCHORS |
| 2.11.1 Stainless Steel Anchor Bolts |
| 2.11.2 Galvanized Anchor Bolts |
| 2.11.3 Headed Stud Type Concrete Anchors |
| 2.12 STEEL GRID CONCRETE FLOOR ARMORING |
| 2.12.1 Lance Design |
| 2.12.2 Clinched Construction |
| 2.12.3 Anchors |
| PART 3 EXECUTION |
| 3.1 REINFORCEMENT |
| 3.1.1 Placement |
| 3.1.2 Splicing |
| 3.2 WELDED-WIRE FABRIC PLACEMENT |
| 3.3 DOWEL INSTALLATION |
| 3.4 PLACING EPOXY-COATED REINFORCEMENT |
| 3.5 ANCHOR BOLTS SETTING |
| 3.6 ANTI-CORROSION COATING APPLICATION |
| 3.7 STEEL GRID CONCRETE FLOOR ARMORING INSTALLATION |
| 03300 CIP Structural Concrete |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED SECTIONS |
| Section 03100: Structural Concrete Formwork. |
| Section 03150: Expansion Joints, Contraction Joints, and Waterstops. |
| Section 03200: Concrete Reinforcement. |
| Section 07920: Joint Sealants. |
| 1.3 SUBMITTALS |
| 1.4 QUALIFICATIONS |
| 1.5 QUALITY ASSURANCE |
| 1.5.1 Testing Agency |
| 1.5.2 Source Quality Control |
| 1.5.3 Pre-installation Meeting |
| 1.6 GENERAL REQUIREMENTS |
| 1.6.1 Tolerances |
| 1.6.1.1 Floors by the Straightedge System |
| 1.6.2 Strength Requirements and w/c Ratio |
| 1.6.2.1 Strength Requirements |
| 1.6.2.2 Water-Cement Ratio |
| 1.6.3 Air Entrainment |
| 1.6.4 Slump |
| 1.6.5 Concrete Temperature |
| 1.6.6 Size of Coarse Aggregate |
| 1.7 MIXTURE PROPORTIONS |
| 1.7.1 Design Mix |
| 1.7.2 Proportioning Studies for Normal Weight Concrete |
| 1.7.3 Proportioning Studies for Flexural Strength Concrete |
| 1.7.4 Average Compressive Strength Required for Mixtures |
| 1.7.4.1 Computations from Test Records |
| 1.7.4.2 Computations without Previous Test Records |
| 1.7.5 Average Flexural Strength Required for Mixtures |
| 1.7.6 Mix Design for Bonded Topping for Heavy Duty Floors |
| 1.8 STORAGE OF MATERIALS |
| 1.9 GOVERNMENT ASSURANCE INSPECTION AND TESTING |
| 1.9.1 Materials |
| 1.9.2 Fresh Concrete |
| 1.9.3 Hardened Concrete |
| 1.9.4 Inspection |
| PART 2 PRODUCTS |
| 2.1 CEMENTITIOUS MATERIALS |
| 2.1.1 Portland Cement |
| 2.1.2 High-Early-Strength Portland Cement |
| 2.1.3 Blended Cements |
| 2.1.4 Pozzolan (Fly Ash) |
| 2.1.5 Ground Granulated Blast-Furnace (GGBF) Slag |
| 2.1.6 Silica Fume |
| 2.2 AGGREGATES |
| 2.2.1 Fine Aggregate |
| 2.2.2 Coarse Aggregate |
| 2.2.3 Materials for Bonded Topping for Heavy Duty Floors |
| 2.3 CHEMICAL ADMIXTURES |
| 2.3.1 Air-Entraining Admixture |
| 2.3.2 Accelerating Admixture |
| 2.3.3 Water-Reducing or Retarding Admixture |
| 2.3.4 High-Range Water Reducer |
| 2.3.5 Surface Retarder |
| 2.3.6 Expanding Admixture |
| 2.3.7 Other Chemical Admixtures |
| 2.4 CURING MATERIALS |
| 2.4.1 Impervious-Sheet |
| 2.4.2 Membrane-Forming Compound |
| 2.4.2.1 Acceptable Manufacturers |
2.4.3 Burlap and Cotton Mat
| 2.5 PIGMENTS FOR INTEGRALLY COLORED CONCRETE |
| 2.5.1 Acceptable Manufacturers |
| 2.5.2 Colors |
| 2.5.3 Curing Compound for Colored Concrete |
| 2.5.4 Sealants |
| 2.6 WATER |
| 2.7 NON-SHRINK GROUT |
| 2.7.1 Shrinkage |
| 2.7.2 Type |
| 2.7.3 Minimum Properties |
| 2.8 NONSLIP SURFACING MATERIAL |
| 2.9 LATEX MODIFIED CONCRETE |
| 2.10 LATEX BONDING AGENT |
| 2.11 EPOXY RESIN |
| 2.12 EMBEDDED ITEMS |
| 2.13 FLOOR HARDENER |
| 2.14 PERIMETER INSULATION |
| 2.15 VAPOR BARRIER |
| 2.16 JOINT MATERIALS |
| 2.16.1 Joint Fillers, Sealers, and Waterstops |
| 2.16.2 Contraction Joints in Slabs |
| PART 3 EXECUTION |
| 3.1 PREPARATION FOR PLACING |
| 3.1.1 Foundations |
| 3.1.1.1 Concrete on Earth Foundations |
| 3.1.1.2 Preparation of Rock |
| 3.1.2 Previously Placed Concrete |
| 3.1.2.1 Bonding New Concrete to Existing Concrete |
| 3.1.2.2 Air-Water Cutting |
| 3.1.2.3 High-Pressure Water Jet |
| 3.1.2.4 Wet Sandblasting |
| 3.1.2.5 Waste Disposal |
| 3.1.2.6 Preparation of Previously Placed Concrete |
| 3.1.3 Vapor Barrier |
| 3.1.4 Perimeter Insulation |
| 3.1.5 Embedded Items |
| 3.2 CONCRETE PRODUCTION |
| 3.2.1 Batching, Mixing, and Transporting Concrete |
| 3.3 TRANSPORTING CONCRETE TO PROJECT SITE |
| 3.4 CONVEYING CONCRETE ON SITE |
| 3.4.1 Buckets |
| 3.4.2 Transfer Hoppers |
| 3.4.3 Trucks |
| 3.4.4 Chutes |
| 3.4.5 Belt Conveyors |
| 3.4.6 Concrete Pumps |
| 3.5 PLACING CONCRETE |
| 3.5.1 Depositing Concrete |
| 3.5.2 Consolidation |
| 3.5.3 Cold Weather Requirements |
| 3.5.4 Hot Weather Requirements |
| 3.5.5 Prevention of Plastic Shrinkage Cracking |
| 3.5.6 Placing Concrete in Congested Areas |
| 3.6 JOINTS |
| 3.6.1 Construction Joints |
| 3.6.2 Contraction Joints in Slabs on Grade |
| 3.6.3 Expansion Joints |
| 3.6.4 Waterstops |
| 3.6.5 Dowels and Tie Bars |
| 3.7 FINISHING FORMED SURFACES |
| 3.7.1 Class A Finish and Class B Finish |
| 3.7.2 Class C and Class D Finish |
| 3.7.3 Architectural and Special Finishes |
| 3.7.3.1 Smooth Finish |
| 3.7.3.2 Exposed Coarse-Aggregate Finish |
| 3.7.3.3 Sandblast Finish |
| 3.8 REPAIRS |
| 3.8.1 Damp-Pack Mortar Repair |
| 3.8.2 Repair of Major Defects |
| 3.8.2.1 Surface Application of Mortar Repair |
| 3.8.2.2 Repair of Deep and Large Defects |
| 3.9 COLORED CONCRETE |
| 3.10 FINISHING UNFORMED SURFACES |
| 3.10.1 General |
| 3.10.2 Rough Slab Finish |
| 3.10.3 Floated Finish |
| 3.10.4 Troweled Finish |
| 3.10.5 Superflat Finish |
| 3.10.6 Non-Slip Finish |
| 3.10.6.1 Broomed |
| 3.10.6.2 Abrasive Aggregate |
| 3.10.7 Heavy Duty Floors |
| 3.10.7.1 General |
| 3.10.7.2 Preparation of Base Slab |
| 3.10.7.3 Placing and Finishing |
| 3.10.7.4 Curing and Protection |
3.10.8 Two-Course Floor Construction
| 3.11 FLOOR HARDENER |
| 3.12 EXTERIOR SLAB AND RELATED ITEMS |
| 3.12.1 Pavements |
| 3.12.2 Sidewalks |
| 3.12.3 Curbs and Gutters |
| 3.12.4 Pits and Trenches |
| 3.13 CURING AND PROTECTION |
| 3.13.1 General |
| 3.13.2 Moist Curing |
| 3.13.3 Membrane Forming Curing Compounds |
| 3.13.4 Ponding or Immersion |
| 3.13.5 Cold Weather Curing and Protection |
| 3.14 SETTING BASE PLATES AND BEARING PLATES |
| 3.14.1 Damp-Pack Bedding Mortar |
| 3.14.2 Non-shrink Grout |
| 3.14.2.1 Mixing and Placing of Non-shrink Grout |
| 3.14.2.2 Treatment of Exposed Surfaces |
| 3.15 TESTING AND INSPECTION FOR CONTRACTOR QUALITY CONTROL |
| 3.15.1 Grading and Corrective Action |
| 3.15.1.1 Fine Aggregate |
| 3.15.1.2 Coarse Aggregate |
| 3.15.2 Quality of Aggregates |
| 3.15.3 Scales, Batching and Recording |
| 3.15.4 Batch-Plant Control |
| 3.15.5 Concrete Mixture |
| 3.15.6 Inspection Before Placing |
| 3.15.7 Placing |
| 3.15.8 Vibrators |
| 3.15.9 Curing Inspection |
| 3.15.10 Cold-Weather Protection |
| 3.15.11 Mixer Uniformity |
| 3.15.12 Reports |
| 03370 Flowable Backfill |
| Percent Passing |
| 07920 Joint Sealants |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 ENVIRONMENTAL CONDITIONS |
| 1.4 DELIVERY AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 SEALANTS |
| 2.1.1 Interior Sealant |
| 2.1.2 Exterior Sealant |
| 2.1.3 Floor Joint Sealant |
| 2.1.4 Acoustical Sealant |
| 2.2 PRIMERS |
| 2.3 BOND BREAKERS |
| 2.4 BACKSTOPS |
| 2.4.1 Rubber |
2.5 CLEANING SOLVENTS
| PART 3 EXECUTION |
| 3.1 SURFACE PREPARATION |
| 3.1.1 Steel Surfaces |
| 3.1.2 Aluminum or Bronze Surfaces |
| 3.1.3 Concrete and Masonry Surfaces |
| 3.1.4 Wood Surfaces |
| 3.2 SEALANT PREPARATION |
| 3.3 APPLICATION |
| 3.3.1 Joint Width-To-Depth Ratios |
| 3.3.2 Masking Tape |
| 3.3.3 Backstops |
| 3.3.4 Primer |
| 3.3.5 Bond Breaker |
| 3.3.6 Sealants |
| 3.4 PROTECTION AND CLEANING |
| 3.4.1 Protection |
| 3.4.2 Final Cleaning |
| 10431 Signage |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 GENERAL |
| 1.4 WIND LOAD REQUIREMENTS |
| 1.5 QUALIFICATIONS |
| 1.6 DELIVERY AND STORAGE |
| Materials shall be wrapped for shipment and storage, delivered to the jobsite in manufacturer's original packaging, and stored in a clean, dry area in accordance with manufacturer's instructions. |
| 1.7 WARRANTY |
| PART 2 PRODUCTS |
| 2.1 FLAT SHEET ALUMINUM SIGNAGE PANELS |
| 2.2 Posts |
2.4 Sign Legend and Border
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| a. Protection and Cleaning |
| 13280 Asbestos Hazard Control Activities |
| 16301 Overhead Distribution |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 QUALITY ASSURANCE |
| 1.3.1 Ground Resistance Test Reports |
1.4 DELIVERY, STORAGE, AND HANDLING
| PART 2 PRODUCTS |
| 2.1 MATERIALS AND EQUIPMENT |
| 2.2 POLES |
| 2.2.1 Wood Poles |
| 2.2.2 Armless Construction |
| 2.3 HARDWARE |
| 2.4 OVERHEAD CONDUCTORS |
| 2.4.1 Solid Copper |
| 2.5 NEUTRAL-SUPPORTED SECONDARY CABLES |
| 2.6 GUY STRAND |
| 2.7 ROUND GUY GUARDS |
| 2.7.1 Guy Attachment |
| 2.8 ANCHORS AND ANCHOR RODS |
| 2.8.1 Screw Anchors |
| 2.8.2 Plate Anchors |
| 2.9 GROUND RODS |
| 2.9.1 Ground Wire |
| 2.10 CONDUIT RISERS AND CONDUCTORS |
| 2.11 ELECTRICAL TAPES |
| 2.12 CALKING COMPOUND |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Wood Pole Installation |
| 3.1.1.1 Setting Depth of Pole |
| 3.1.1.2 Setting in Soil, Sand, and Gravel |
| 3.1.1.3 Setting in Solid Rock |
| 3.1.1.4 Setting With Soil Over Solid Rock |
| 3.1.1.5 Setting on Sloping Ground |
| 3.1.1.6 Backfill |
| 3.1.1.7 Setting Poles |
| 3.1.1.8 Alignment of Poles |
| 3.1.2 Anchors and Guys |
| 3.1.2.1 Setting Anchors |
| 3.1.2.2 Backfilling Near Plate Anchors |
| 3.1.2.3 Screw Anchors |
| 3.1.2.4 Swamp Anchors |
| 3.1.2.5 Setting Guy Strands |
| 3.1.3 Hardware |
| 3.1.4 Grounding |
| 3.1.4.1 Ground Rod Connections |
| 3.1.4.2 Grounding and Grounded Connections |
| 3.1.4.3 Protective Molding |
| 3.1.5 CONDUCTOR INSTALLATION |
| 3.1.5.1 Line Conductors |
| 3.1.5.2 Connectors and Splices |
| 3.1.5.3 New Conductor Installation |
| 3.1.6 Fittings |
3.1.7 Risers
| 3.2 FIELD QUALITY CONTROL |
| 3.2.1 General |
| 3.2.2 Safety |
| 3.2.3 Sag and Tension Test |
| 3.2.4 Low-Voltage Cable Test |
| 3.2.5 Performance of Acceptance Checks and Tests |
| 3.2.5.1 Grounding System |
3.2.6 Follow-Up Verification
| 16375 Elec Dist Sys_Underground |
| PART 1 GENERAL |
| 1.1 RELATED SECTIONS |
| 1.1.1 Section 02582: Electrical Manholes and Handholes |
| 1.2 REFERENCES |
| 1.3 GENERAL REQUIREMENTS |
| 1.3.1 Terminology |
| 1.4 SUBMITTALS |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.6 EXTRA MATERIALS |
| PART 2 PRODUCTS |
| 2.1 STANDARD PRODUCT |
| 2.2 NAMEPLATES |
| 2.2.1 General |
| 2.3 CORROSION PROTECTION |
| 2.3.1 Ferrous Metal Materials |
| 2.3.1.1 Hardware |
| 2.3.1.2 Equipment |
| 2.4 CABLES |
| 2.4.1 Low-Voltage Cables |
| 2.4.1.1 Conductor Material |
| 2.4.1.2 Insulation |
| 2.4.1.3 Jackets |
| 2.4.1.4 Direct Buried |
| 2.4.1.5 In Duct |
| 2.5 CABLE JOINTS, TERMINATIONS, AND CONNECTORS |
| 2.5.1 Low-Voltage Cable Splices |
| 2.6 CONDUIT AND DUCTS |
| 2.6.1 Metallic Conduit |
| 2.6.2 Nonmetallic Ducts |
| 2.6.2.1 Concrete Encased Ducts |
| 2.6.2.2 Direct Burial |
2.6.3 Conduit Sealing Compound
| 2.7 MANHOLES, HANDHOLES, AND PULLBOXES |
| 2.8 PROTECTIVE DEVICES |
| 2.8.1 Molded-Case Circuit Breakers |
| 2.8.2 Fuses, Low-Voltage, Including Current-Limiting |
| 2.9 GROUNDING AND BONDING |
| 2.9.1 Driven Ground Rods |
| 2.9.2 Grounding Conductors |
2.10 CONCRETE AND REINFORCEMENT
| PART 3 EXECUTION |
| 3.1 GENERAL INSTALLATION REQUIREMENTS |
| 3.1.1 Conformance to Codes |
| 3.1.2 Verification of Dimensions |
| 3.2 CABLE INSTALLATION |
| 3.2.1 Cable Installation Procedure |
| 3.2.1.1 Cable Inspection |
| 3.2.1.2 Duct Cleaning |
| 3.2.1.3 Duct Lubrication |
| 3.2.1.4 Cable Installation |
| 3.2.2 Duct Line |
| 3.2.2.1 Cable Markers |
| 3.3 DUCT LINES |
| 3.3.1 Requirements |
| 3.3.2 Treatment |
| 3.3.3 Concrete Encasement |
| 3.3.4 Installation of Couplings |
| 3.3.4.1 Plastic Duct |
3.3.5 Duct Line Markers
| 3.5 CONNECTIONS TO BUILDINGS |
| 3.6 GROUNDING |
| 3.6.1 Grounding Electrodes |
| 3.6.2 Grounding and Bonding Connections |
| 3.6.3 Grounding and Bonding Conductors |
| 3.6.5 Manhole, Handhole, or Concrete Pullbox Grounding |
| 3.7 FIELD TESTING |
| 3.7.1 General |
| 3.7.2 Safety |
| 3.7.3 Ground-Resistance Tests |
| 3.7.4 Low-Voltage Cable Test |
| 3.7.5 Circuit Breaker Tests |
| 3.7.6 Operating Tests |
3.8 ACCEPTANCE
| 16402 Interior Distribution |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DEFINITIONS |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Fuses |
| 1.4.2 Regulatory Requirements |
| 1.4.3 Standard Products |
| 1.4.3.1 Alternative Qualifications |
| 1.4.3.2 Material and Equipment Manufacturing Date |
1.5 WARRANTY
| PART 2 PRODUCTS |
| 2.1 MATERIALS AND EQUIPMENT |
| 2.2 CONDUIT AND FITTINGS |
| 2.2.1 Rigid Metallic Conduit |
| 2.2.1.1 Rigid, Threaded Zinc-Coated Steel Conduit |
| 2.2.2 Rigid Nonmetallic Conduit |
| 2.2.3 Intermediate Metal Conduit (IMC) |
| 2.2.4 Electrical, Zinc-Coated Steel Metallic Tubing (EMT) |
| 2.2.5 Flexible Metal Conduit |
| 2.2.5.1 Liquid-Tight Flexible Metal Conduit, Steel |
| 2.2.6 Fittings for Metal Conduit, EMT, and Flexible Metal Conduit |
| 2.2.6.1 Fittings for Rigid Metal Conduit and IMC |
| 2.2.6.2 Fittings for EMT |
2.2.7 Fittings for Rigid Nonmetallic Conduit
| 2.3 OUTLET BOXES AND COVERS |
| 2.4 CABINETS, JUNCTION BOXES, AND PULL BOXES |
| 2.5 WIRES AND CABLES |
| 2.5.1 Conductors |
| 2.5.1.1 Minimum Conductor Sizes |
| 2.5.2 Color Coding |
| 2.5.3 Insulation |
| 2.5.4 Bonding Conductors |
| 2.6 SPLICES AND TERMINATION COMPONENTS |
| 2.7 DEVICE PLATES |
| 2.8 SWITCHES |
| 2.8.1 Toggle Switches |
| 2.8.2 Breakers Used as Switches |
| 2.8.3 Disconnect Switches |
| 2.9 FUSES |
| 2.9.1 Fuseholders |
| 2.9.2 Cartridge Fuses, Current Limiting Type (Class R) |
| 2.9.3 Cartridge Fuses, High-Interrupting Capacity, Current Limiting Type (Classes J, L, and CC) |
| 2.9.4 Cartridge Fuses, Current Limiting Type (Class T) |
| 2.10 RECEPTACLES |
| 2.10.1 Weatherproof Receptacles |
| 2.10.2 Ground-Fault Circuit Interrupter Receptacles |
| 2.11 CIRCUIT BREAKERS |
| 2.11.1 Multi-pole Breakers |
| 2.11.2 Circuit Breaker With GFCI |
| 2.12 ENCLOSED CIRCUIT BREAKERS |
| 2.13 GROUNDING AND BONDING EQUIPMENT |
| 2.13.1 Ground Rods |
2.14 FIRESTOPPING MATERIALS
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Wiring Methods |
| 3.1.1.1 Pull Wire |
| 3.1.2 Conduit Installation |
| 3.1.2.1 Restrictions Applicable to EMT |
| 3.1.2.2 Restrictions Applicable to Nonmetallic Conduit |
| 3.1.2.3 Restrictions Applicable to Flexible Conduit |
| 3.1.2.4 Underground Conduit Other Than Service Entrance |
| 3.1.2.5 Conduit Support |
| 3.1.2.6 Directional Changes in Conduit Runs |
| 3.1.2.7 Locknuts and Bushings |
| 3.1.2.8 Flexible Connections |
| 3.1.3 Boxes, Outlets, and Supports |
| 3.1.3.1 Boxes |
| 3.1.3.2 Pull Boxes |
| 3.1.3.3 Extension Rings |
| 3.1.4 Mounting Heights |
| 3.1.5 Conductor Identification |
| 3.1.5.1 Marking Strips |
| 3.1.6 Splices |
| 3.1.7 Covers and Device Plates |
| 3.1.8 Electrical Penetrations |
| 3.1.9 Grounding and Bonding |
| 3.1.9.1 Ground Rods |
| 3.1.9.2 Grounding Connections |
| 3.1.9.3 Resistance |
| 3.1.10 Government-Furnished Equipment |
| 3.1.11 Repair of Existing Work |
| 3.1.11.1 Workmanship |
| 3.1.11.2 Existing Concealed Wiring to be Removed |
| 3.1.11.3 Removal of Existing Electrical Distribution System |
| 3.1.11.4 Continuation of Service |
| 3.2 FIELD APPLIED PAINTING |
| 3.3 FIELD QUALITY CONTROL |
| 3.3.1 Devices Subject to Manual Operation |
| 3.3.2 600-Volt Wiring Test |
| 3.3.3 Ground-Fault Receptacle Test |
| 3.3.4 Grounding System Test |
| 16510 Lighting |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.3 Regulatory Requirements |
| 1.4.4 Standard Products |
| 1.4.4.1 Alternative Qualifications |
| 1.4.4.2 Material and Equipment Manufacturing Date |
1.5 WARRANTY
| PART 2 PRODUCTS |
| 2.2 SWITCHES |
| 2.2.1 Toggle Switches |
| 2.3 LIGHTING CONTACTOR |
| 2.4 TIME SWITCH |
| 2.5 PHOTOCELL SWITCH |
| 2.8 MANUFACTURER'S NAMEPLATE |
| 2.9 FACTORY APPLIED FINISH |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.2 Lamps |
| 3.1.3 Lighting Fixtures |
| 3.1.4 Photocell Switch Aiming |
| 3.2 FIELD APPLIED PAINTING |
| 3.3 FIELD QUALITY CONTROL |
| 02521 Concrete Sidewalks.pdf |
| -- End of Section -- |
| IDCode: |
| Page: 1 |
| Pages: 1 |
| AmendNo: 0001 |
| EffDate: 13JUL2015 |
| ReqNo: N/A |
| ProjNo: |
| IssCode: SP3300 |
| IssuedBy: DLA DISTRIBUTION |
ACQUISITION OPERATIONS J7-AB
5404 J AVENUE BUILDING 404
NEW CUMBERLAND PA 17070-5059
| AdmCode: DAKADM |
| AdminBy: JOSHUA WOODWORTH |
717-770-4192 joshua.woodworth@dla.mil
| ContName: |
| ContStrt: |
| ContCnty: |
| ContSt: |
| ContZIP: |
| Code: |
| FacCode: |
| SolAmdNo: SP3300-15-B-0003 |
| AmendDate: 06JUL2015 |
| ModNo: |
| ModDate: 05 JUL 20 |
| NoCopies: 1 |
| Amended: Yes |
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| Descript: See Page 2 |
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