B3_W9126G19B3286_DIV_01_Specifications_Special_Project_Procedures_for_JBSA_23_Aug_19.pdf
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Solicitation_DIV 01 Specifications Special Project Procedures_JBSA FSH ARNORTH BLDG 615 Renovation Project for Army Band
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Design-Bid-Build
Renovation of Bldg 615 for Army Band Joint Base Fort Sam Houston AR North
San Antonio, TX
W9126G19B3286 August 2019
US Army Corps of Engineers Fort Worth District
M2RONABR
Sticky Note Completed set by M2RONABR
M2RONABR
Sticky Note Completed set by M2RONABR
M2RONABR
Sticky Note Completed set by M2RONABR
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 11 00.01 SOLICITATION, OFFER AND AWARD, SF-1442
00 11 00.02 CONTRACT LINE ITEM SCHEDULE
00 21 00 [INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS]
00 21 30 SITE VISITS
00 45 00 REPRESENTATIONS AND CERTIFICATIONS
00 72 00 CONTRACT CLAUSES
00 73 00 SPECIAL CONTRACT REQUIREMENTS
00 73 46 WAGE DETERMINATION SCHEDULE
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00.00 44 CONSTRUCTION SCHEDULE
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 13.01 44 SPECIAL PROJECT PROCEDURES FOR JOINT BASE SAN
ANTONIO/FORT SAM HOUSTON
01 35 13.10 00 SPECIAL PROJECT PROCEDURES - SURVEYING
01 35 13.20 00 SPECIAL PROJECT PROCEDURES - CAD
01 35 13.30 00 SPECIAL PROJECT PROCEDURES - GIS
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 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 20 ENVIRONMENTAL PROTECTION
01 62 35 RECYCLED / RECOVERED MATERIALS
01 72 00.00 44 ALTERATIONS TO EXISTING FACILITIES
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 91 00.15 TOTAL BUILDING COMMISSIONING
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
02 82 13.00 10 ASBESTOS ABATEMENT
02 83 13.00 20 LEAD IN CONSTRUCTION
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 03 00 CONSERVATION TREATMENT FOR PERIOD MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 33 METAL LADDERS
05 52 00 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 60 00 CELLULAR PVC FABRICATIONS
06 61 16 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS
07 11 13 BITUMINOUS DAMPPROOFING
07 13 53 ELASTOMERIC SHEET WATERPROOFING
07 21 13 BOARD AND BLOCK INSULATION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS
07 27 10.00 10 BUILDING AIR BARRIER SYSTEM
07 27 19.01 SELF-ADHERING AIR BARRIERS
07 27 36 SPRAY FOAM AIR BARRIERS
07 30 10 ROOFING UNDERLAYMENT
07 41 13 METAL ROOF PANELS
07 54 19 POLYVINYL-CHLORIDE ROOFING
07 60 00 FLASHING AND SHEET METAL
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 14 00 WOOD DOORS
08 31 00 ACCESS DOORS AND PANELS
08 34 73 SOUND CONTROL DOOR ASSEMBLIES
08 51 13 ALUMINUM WINDOWS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 01 90.50 PREPARATION OF HISTORIC WOOD AND METAL SURFACES FOR
PAINTING
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT FLOORING
09 68 00 CARPETING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 11 00 VISUAL DISPLAY UNITS
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 51 13 METAL LOCKERS
DIVISION 12 - FURNISHINGS
12 21 00 WINDOW BLINDS
12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION
12 59 00 SYSTEMS FURNITURE
DIVISION 14 - CONVEYING EQUIPMENT
14 24 23 HYDRAULIC PASSENGER ELEVATORS
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
22 07 19.00 40 PLUMBING PIPING INSULATION
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 01 30.41 HVAC SYSTEM CLEANING
23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS
23 05 15 COMMON PIPING FOR HVAC
23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND
EQUIPMENT
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 23 BACNET DIGITAL CONTROLS (DDC) SYSTEM
23 11 25 FACILITY GAS PIPING
23 21 23 HYDRONIC PUMPS
23 23 00 REFRIGERANT PIPING
23 31 13.00 40 METAL DUCTS
23 34 23.00 40 HVAC POWER VENTILATORS
23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS
23 52 00 HEATING BOILERS
23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS
23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE
23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS
23 82 19.00 40 FAN COIL UNITS
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL
26 05 19.10 10 INSULATED WIRE AND CABLE
26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES
26 09 23.00 40 LIGHTING CONTROL DEVICES
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 13 SWITCHBOARDS
26 24 16.00 40 PANELBOARDS
26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 52 00.00 40 EMERGENCY LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM
27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 05 29.00 10 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET
COMMUNICATION SYSTEMS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
27 13 23.00 40 COMMUNICATIONS OPTICAL BACKBONE CABLING
27 21 00.00 20 INTERCOMMUNICATION SYSTEM
27 21 00.00 40 INTERCOMMUNICATION SYSTEM
27 21 10.00 40 FIBER OPTIC DATA TRANSMISSION SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY
28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING
28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 12 13 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS
32 92 23 SODDING
DIVISION 33 - UTILITIES
33 11 00 WATER UTILITY DISTRIBUTION PIPING
33 30 00 SANITARY SEWERS
ATTACHMENTS
A. HAZMAT SURVEY
-- End of Project Table of Contents --
USACE Executed Projects USACE
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 35 13.01 44
SPECIAL PROJECT PROCEDURES FOR JBSA FORT SAM HOUSTON AND CAMP BULLIS
07/19
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION
3.1 FSH CONTRACTOR WORK SCHEDULE
3.2 USE OR STORING RADIATION SOURCES
3.2.1 Radioactive Materials and Equipment (Use and Storage)
3.3 PERMITS & REQUESTS
3.3.1 Digging Permits/Utility Locate
3.3.1.1 Spoils Area
3.3.2 Utility Outage Permits
3.3.3 Hot Work Permits
3.3.4 Road Closure Requests
3.4 GATE ACCESS/POST SECURITY
3.4.1 Contractor Employees
3.4.2 Access to JBSA, Fort Sam Houston
3.4.3 Prohibited Haul Routes
3.4.4 Gate Restrictions
3.4.5 Gate Alternatives
3.4.6 Supplemental Gates
3.5 LOCKED FSH GATES
3.6 CONTRACTOR SUPPORT
3.7 TEMPORARY UTILITIES
3.7.1 Payment
3.7.2 Water Service
3.7.3 Temporary Potable Water (FSH CES)
3.7.4 Temporary Power Procedures (CPS Energy)
3.7.5 Temporary Telephone & Communications
3.8 PERMANENT WATER METER INSTALLATION REQUIREMENTS
3.8.1 Main Water Meter
3.8.1.1 Permanent Potable Water (FSH CES)
3.9 PERMANENT RECYCLE WATER (SAWS)
3.10 PERMANENT ELECTRICAL SERVICE
3.10.1 General Notes
3.10.2 Required information from the D/B Contractor
3.10.3 CPS Energy Rebate Program
3.11 PERMANENT NATURAL GAS SERVICE
3.11.1 General Notes
3.11.2 Service Request
3.12 PERMANENT TELECOMMUNICATIONS
SECTION 01 35 13.01 44 Page 1 Aug 14, 2019
3.12.1 JBSA-FSH and CB Communication General Requirements
3.12.1.1 Equipment Materials and Supplies
3.12.1.2 Telecommunications As-Builts
3.12.1.3 Cable Installation
3.12.1.4 Fiber Cable
3.12.1.5 Maintenance Loop
3.12.1.6 Configuration Management
3.12.1.7 Coordination
3.12.1.8 Hand Hole Distribution System
3.12.1.9 Labeling
3.12.1.10 Outside plant (OSP)
3.12.1.11 Splice Closures
3.12.1.12 Fire Stop
3.12.1.13 Grounding And Bonding
3.12.1.14 Project Residue
3.12.1.15 Geospatial And Attribute Data
3.12.1.16 Geospatial Coordinates
3.12.1.17 Data Dictionary
3.12.1.18 New Excavations
3.12.1.19 Photographs
3.12.1.20 Summary Report
3.12.1.21 Testing and Inspections
3.12.1.22 Test Reports
3.12.1.23 Acceptance Tests
3.12.1.24 In-Progress Tests and Pre-Cutover Tests
3.12.1.25 Conduit Penetration Locations
3.12.1.26 HVAC to UMCS Connections
3.12.2 Commercial Cable Transmission Media
3.12.2.1 Coordination
3.12.2.2 Commercial Cable TV
3.12.2.3 Commercial Closet
3.12.2.4 Underground Conduit
3.13 CONTRACTOR STAGING AREAS
3.14 RECYCLE MATERIALS
3.15 DISPOSAL OF MATERIAL
3.16 DEMOLITION PHASING
3.16.1 Existing Buildings
3.17 CUSTOMER SERVICE INSPECTIONS
3.17.1 Water Connections
3.17.2 Certification Requirements
3.17.3 Inspection
3.17.4 Inspection Personnel
3.17.5 Inspection Certification Form
3.18 ASBESTOS/LEAD
ATTACHMENTS:
Attachment A-AIR FORCE RADIATION PERMIT INSTRUCTIONS
Attachment B-US AIR FORCE FORM 103
Attachment C-REQUEST FOR UTILITY OUTAGE
Attachment D-GATE ACCESS INFORMATION
Attachment E-CPS ENERGY ELECTRICAL AND GAS APPLICATION & REBATE INFORMATION
Attachment F-BACK FLOW PREVENTION ASSEMBLY TEST AND MAINTENANCE REPORT
SECTION 01 35 13.01 44 Page 2
Attachment G-CUSTOMER SERVICE INSPECTION CERTIFICATION
Attachment H-ENVIRONMENTAL PROTECTION
-- End of Section Table of Contents --
SECTION 01 35 13.01 44 Page 3
SECTION 01 35 13.01 44
SPECIAL PROJECT PROCEDURES FOR JBSA FORT
SAM HOUSTON AND CAMP BULLIS
07/19
PART 1 GENERAL
This Section covers the project requirements unique to Joint Base San Antonio, Fort Sam Houston and Camp Bullis, Texas. These unique requirements relate to items such as the digging permit process; utility outages; road closures; post access; backflow prevention assembly documentation; utility installation guidelines and Customer Service Inspection certifications.
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.
U.S. AIR FORCE (USAF)
AFI 40-201 (Incorporating Change 1, 17 December 2015) Radioactive Materials (RAM) Management
AFI 48-148 (20 November 2014) Ionizing Radiation Protection
U.S. DEPARTMENT OF DEFENSE (DOD)
UFC 3-580-01 (Change 1, 01 Jun 2016) Telecommunications Interior Infrastructure Planning and Design, with Change 1
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
10 CFR 150.20 (August 29, 2017) Recognition of Agreement State licenses
FEDERAL GEOGRAPHIC DATA COMMITTEE (FGDC)
FGDC-STD-001 (1998) Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy
FGDC-STD-007.3 (1998) Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy
TEXAS ADMINISTRATIVE CODE (TAC)
30 TAC 290.44(h) Subchapter D. Rules And Regulations For Public Water Systems
30 TAC 290.47(f) Subchapter D. Rules And Regulations For Public Water Systems
SECTION 01 35 13.01 44 Page 4
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)
TIA-607-C-1 (2017) Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises
1.2 SUBMITTALS
In the SUBMITTALS requirements of this section include the following Specification: Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section
01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
List of Contact Personnel ; G
Utility Outage Permits
Traffic Control Plan ; G
SD-02 Shop Drawings
Updated Cable Layout
SD-07 Certificates
Customer Service Inspection Certification ; G
The Contractor shall supply a "Customer Service Inspection" certificate for the water supply in accordance with the Texas Commission on Environmental Quality (TCEQ) Regulations. The completed and signed certificate shall be submitted to the Contracting Officer for review and final approval. A blank certificate is located at the end of this section. See paragraph CUSTOMER SERVICE INSPECTIONS for additional information.
Backflow Prevention Assembly Tests ; G
Certification of proper operation of backflow preventers shall be as accomplished in accordance with state regulations by an individual certified by the state to perform such tests. To obtain current SAWS backflow documents go to:
http://www.saws.org/your_water/recycling/handbook/docs/recycled_water_hb_rev_20130926.pdf Air Force Radiation Permit ; G
Temporary Utility Plan ; G
Registered Communications Distribution Designer (RCDD)
Network Transport Specialist (NTS)
SD-11 Closeout Submittals
SECTION 01 35 13.01 44 Page 5
Communications Master Data Set (CMDS)
Geo-Spatial Data
Geospatial Data
Summary Report
Test Reports
Telecommunications As-Builts
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION
3.1 FSH CONTRACTOR WORK SCHEDULE
Normal work hours on JBSA installations Fort Sam Houston and Camp Bullis are 0600-1800.
3.2 USE OR STORING RADIATION SOURCES
3.2.1 Radioactive Materials and Equipment (Use and Storage)
a. Contractors who intend to use or store radiation sources on Joint Base San Antonio must obtain proper authorization in accordance with AFI 40-201 and AFI 48-148 . Contractors will not use radiation sources on referenced locations without an approved Department of the Air Force Radiation Permit issued by the JBSA Radiation Safety Officer (RSO) as described in paragraph (f) below. Such equipment typically includes equipment for Soil Density Testing, Lead-Based Paint Analysis (X-ray fluorescent analyzer), etc.
b. Contractors require an Air Force radiation permit(s) to use or possess ionizing radiation sources on an Air Force installation. For the purpose of this paragraph, ionizing radiation source means any source that, if held or owned by an Air Force organization, would require a specific NRC license or Air Force radiation authorization – ARA.
c. The Air Force Radiation Permit (AFRP) application will specify start and stop dates for the AFRP and describe for what purposes the applicant needs the AFRP. See the document in Attachment A-AIR FORCE RADIATION PERMIT INSTRUCTIONS for AFRP requirements and instructions to apply for a permit. The following information shall be submitted to the RSO for the AFRP request:
1. Brief Description of Proposed Activities.
2. The Contractor possesses a valid U.S. Nuclear Regulatory Commission (NRC) Form 347 material license that allows the applicant to use the source as specified in the AFRP application.
3. The Contractor possesses a valid Agreement State or Radioactive Material License (Texas Department of Health, Bureau of Radiation Control) that allows the applicant to use radioactive material (RAM) as specified in the AFRP application and the applicant has filed NRC Form 241, Report of Proposed Activities in Non-Agreement
SECTION 01 35 13.01 44 Page 6
States, with the NRC in accordance with 10 CFR 150.20 . A copy of the NRC Form 241, must accompany the TRC Form 12-1. An AFRP issued under this circumstance will be valid for no more than 180 days in any calendar year.
4. Contractor project Local Point of Contact: Name, Address, and Phone.
5. Contractor Radiation Safety Officer: Name, Address, and Phone.
6. Copy of Contractual Clause of the Air Force/Army Contract describing work to be performed and inclusive dates (from the contract).
7. Provide log of actual equipment usage to the JBSA RSO.
8. Leak test documentation for the equipment with the radioactive source(s).
9. Site map defining area where radioactive materials/equipment is to be used.
10. Radiation Safety Program to include standard operating procedures (SOP), training program and designation of Radiation Protection/Safety Officer.
11. Written confirmation that the JBSA RSO can conduct periodic assessments and has authority to suspend contractor operations believed to be unsafe.
12. For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, the applicant has an appropriate State authorization that allows the applicant to use the source as specified in the AFRP application or has in place a radiation safety program that complies with Air Force requirements.
13. All AFRPs will require applicants to remove all permitted sources from Air Force property by the end of the work day. Disposal of radioactive material (RAM) by non-Air Force agencies on Air Force property is strictly prohibited. Contact the appointed Radiation Safety Officers for JBSA as specified in AFI 48-148 , IONIZING RADIATION PROTECTION, paragraph 2.15.1 and Attachment 2. Review of the permit request and subsequent approval/disapproval requires approximately 30 days.
JBSA Installation Office Symbol Duty Phone
Randolph 359AMDS/SGPB DSN 487-0575
359AMDS/SGPB DSN 487-3256
LACKLAND 559 AMDS/SGPB DSN 473-7236
SECTION 01 35 13.01 44 Page 7
JBSA Installation Office Symbol Duty Phone
Fort Sam Houston 559 AMDS/SGPB DSN 473-7205
Contractor will apply by letter with supporting documentation at least thirty (30) days before the requested start date of the permit. Submit three (3) copies through the CO and addressed to the JBSA RSO at the 502d Air Base Wing Safety Office.
3.3 PERMITS & REQUESTS
All Requests must include:
a. Site Map (8” x 11” or 8” x 14”) 5 complete copies
b. 100% Construction Drawings 5 complete copies
c. Project Name and Number
d. Contractor & Subcontractor Name
e. Brief Description of Work – Identify all buildings and/or facilities possibly affected.
f. Desired Date for Work to Begin
g. Estimated Duration of Work
h. 14 Day Advance Notice minimum, unless otherwise noted.
i. Contractor’s Representative Contact Information
j. USACE Quality Assurance Contact Information
3.3.1 Digging Permits/Utility Locate
a. Digging permits must be obtained prior to any digging, drilling or any excavation work.
b. Digging permit /utility locates are available by submitting the completed Attachment B-US AIR FORCE FORM 103.
c. Contractor to allow twenty one (21) calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date;
the Contractor must re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.
d. Permits will identify all underground utilities within 5 feet of the designated area. Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility.
e. Applicable construction drawing(s), 5 hard copies
SECTION 01 35 13.01 44 Page 8
3.3.1.1 Spoils Area
JBSA-Fort Sam Houston’s spoils area is full and is no longer available to contractors. All borrow or spoil operations shall be off of Government controlled property at the contractor's responsibility and expense.
3.3.2 Utility Outage Permits
a. Contractor shall complete and submit a written request 14 days in advance of the requested outage to CES Utility Manager through the CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Form 1206-J included in the Attachment C-REQUEST FOR UTILITY OUTAGE can be used for the request.
b. Contractor shall be responsible to coordinate with CPS Energy about any energy or gas outage request. This coordination is separate than the government coordination.
c. Submit to the CES Construction Manager and Corps of Engineers Quality Assurance Representative a copy of the written Utility Outage request.
d. After submitting the request to the government, the Contractor shall receive approval from the government prior to schedule a utility outage.
3.3.3 Hot Work Permits
Contractor shall obtain a Hot Work Permit for any welding, burning, abrasive blasting, hot-riveting, or other fire-producing or spark-producing operations every 30 days. Contractor shall contact JBSA FSH Fire and Emergency Services to request the permit. No form required for the request.
Fort Sam Houston (Dispatch Center) Bldg.4196 (210) 221-2244
Randolph AFB (Dispatch Center) Bldg. 700 (210) 652-6915
Lackland AFB (Dispatch Center) Bldg. 2325 (210) 671-2922 / (210) 671-2046
The Hot Work Permit will be issued by the JBSA RSO Fire and Emergency Services. Air Force Form 592, will be issued by the JBSA- FSH Fire and Emergency Services once the permit is approved.
Permits expires in 30 days, so if work will be extended beyond 30 day period the Contractor must contact JBSA- FSH Fire and Emergency Services to re-issue a new permit.
3.3.4 Road Closure Requests
a. Street closings will not be permitted without approval. At least one lane of traffic will be maintained at all times. Traffic control signs and barricades will be provided for all street widening and extensions. The Contractor shall include in the traffic control plan for each section of road that will be worked
SECTION 01 35 13.01 44 Page 9 on or impacted as a result of this contract. The traffic control plan shall be in accordance with "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices."
b. A traffic control plan will be submitted to CES Construction Manager for approval 50 days prior to the proposed construction start, to allow for proper notification of all parties concerned.
There is no specific form, however all items listed in 3.3 must be addressed.
c. Provide USACE Quality Assurance Representative with all information required above with request for Road Closure.
3.4 GATE ACCESS/POST SECURITY
Non-DOD persons (Contractors, vendors, etc.) requiring entry to JBSA FSH and CB must be sponsored by an authorized DBIDS registered DOD ID card holder. Sponsors must notify the 502D Security Forces Visitor Control Center NLT 10 days prior to the requested entry date. Sponsors or Authorizing Official shall request the permit in writing or via e-mail from a .mil address to the Visitor Control Center. Contractor and vendor companies requiring access to Joint Base San Antonio, FSH and CB shall provide the credential information for their employees to the sponsor in order to process the access to JBSA-FSH or CB. Refer to https://www.jbsa.mil/Information/Visitor-Information/JBSA-Fort-Sam-Houston-Access- Requirements/ . See document in Attachment D-GATE ACCESS INFORMATION for instructions.
3.4.1 Contractor Employees
All construction contractor employees shall have:
a. One form of picture identification.
b. Provide personal (full name, date of birth, home address, and driver license number) and vehicle information.
c. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA-Fort Sam Houston and Camp Bullis where the jobsite is located.
3.4.2 Access to JBSA, Fort Sam Houston
Person (s) not in possession of a valid access credential must enter the installation through the following entry control points:
a. Walter Street
b. Harry Wurzbach East
c. BAMC IH35
d. Jadwin (Commercial vehicles only)
e. Camp Bullis
Commercial vehicles such as delivery vehicles, shop trucks, public
SECTION 01 35 13.01 44 Page 10 utility, etc., with onpost visitor passes shall enter the installation through the Jadwin Gate.
3.4.3 Prohibited Haul Routes
a. Through any housing area (skirting the area is acceptable)
b. Through the Community Center (bounded to the North by Schofield Road, to the East by Schaffer/Patch, to the South by Wilson St, and to the West by Stanley Road.
c. Do not travel on Stanley Road
d. Travel only on defined roads through the AMEDD Training Campus.
3.4.4 Gate Restrictions
All commercial Class A/B type vehicles must enter through: (These gates have equipment available to screen/inspect Class A/B type vehicles.)
a. The Commercial Gate at Jadwin Road (if closed, after 1800, vehicles may enter through the Walters gate).
b. For BAMC, all commercial vehicles must enter the IH-35 Gate Commercial Gate. Commercial vehicles entering the IH-35 gate should have a destination within the BAMC Campus.
c. Arrangements may be made to waive access protocol to allow Class A/B type vehicles through other gates for special circumstances on a case by case basis. Each case needs a minimum 24 hour notification
3.4.5 Gate Alternatives
The use of any “Contractor Only” or “Supplemental” gates is solely at the discretion of and subject to the approval of the 502D Air Base Wing and 502D Security Forces Squadron.
a. Contractor Only Gates operated by construction project contractors solely for all types of contractor traffic moving across the installation boundary into the project construction site without access to other parts of the installation. Contractor bears cost of infrastructure and fencing to ensure project construction site is physically isolated from all remaining parts of JBSA-Fort Sam Houston.
b. Contractor Gates are internal to the contractor’s operation and, while subject to inspection and oversight by the Provost Marshal/Physical Security Office to insure that access from the project site to the rest of the installation are precluded, do not require any inspection other than that imposed by the contractor.
Security within the contractor’s area of operation is the responsibility of the Contractor.
3.4.6 Supplemental Gates
Supplemental Gates are additional gates operated by the FSH installation gate guard contractor with funding for guard personnel and the “physical construction” (road work, shelter, and all utilities) provided by the
SECTION 01 35 13.01 44 Page 11 construction project.
a. Potential locations for Supplemental Gates might include, but might not be limited to: Old Jadwin Road Gate (adjacent to/North of the Commercial Gate at Jadwin Road); Scott Road North Gate [Scott Road at Harry Wurzbach], Petroleum/Holbrook Road, Binz-Engleman.
b. Supplemental Lanes/Gates operate under the same basic criteria as the existing commercial gates because vehicles passing through these gates have open access to the installation. However, use of supplemental gates should be limited to contractor traffic associated with the construction project or projects that are paying for the operation of the gates
3.5 LOCKED FSH GATES
Gates can be opened for emergency or unusual situations by contacting the Security Force Squadron, Building 2250.
3.6 CONTRACTOR SUPPORT
Support of any nature through the JBSA- FSH and CB will be coordinated through the USACE Area Office and paid for by the Contractor. Support refers to any assistance by JBSA FSH personnel or use of JBSA FSH assets.
3.7 TEMPORARY UTILITIES
See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS - All temporary utilities are the responsibility of the Contractor to provide and fund. The contractor shall submit a drawing indicating the location of each temporary electrical, gas, and water meter at each construction site to the USACE QA and coordinate with the CES Construction Manager located in Building 4196.
3.7.1 Payment
The Contractor shall coordinate and pay for domestic water and wastewater through the FSH Civil Engineer Squadron (CES).
3.7.2 Water Service
Water from Owner's existing water system is not available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.
Install water service and distribution piping in sizes and pressures adequate for construction.
Where installations below an outlet might be damaged by spillage or leakage, provide a drip pan of suitable size to minimize water damage.
Drain accumulated water promptly from pans.
3.7.3 Temporary Potable Water (FSH CES)
1. Meter will be provided and installed by the Contractor.
2. Time Frame – 14 Days (will run concurrent with digging permit).
SECTION 01 35 13.01 44 Page 12
3. Procedure – See USACE QA and CES Construction Manager for instructions, billing, digging permit, locating, etc.
4. Fire hydrant taps (meter supplied and water paid for by the Contractor) are possible on a case by case basis.
3.7.4 Temporary Power Procedures (CPS Energy)
a. Installation of temporary electrical service will not begin until the Contracting Officer (CO) approves detailed drawings for each location.
b. Meters will be provided and installed by CPS Energy at the Contractor’s expense.
c. Billing agreements with CPS Energy must be arranged and paid for by the Contractor. The same application can be used for both gas and electric service. The application can be completed by calling CPS Energy (210)-353-3247/ (210)-632-6983; (210)-353-3333.
d. CPS Energy requires a minimum of 14 days advance notification to install temporary electrical service.
e. No permits are required. However, all installations shall abide by the National Electrical Code and latest edition of the CPS Energy Electrical Service Standards.
3.7.5 Temporary Telephone & Communications
The Contractor shall be responsible to provide temporary telephone and communication at their own expense. The government Communication infrastructure and systems will not be used for the Contractor temporary telephone and communication system.
3.8 PERMANENT WATER METER INSTALLATION REQUIREMENTS
3.8.1 Main Water Meter
A main water meter shall be installed by the Contractor at each building or facility. Water meters will be equipped with electronic or radio frequency (RF) transmitters for remote monitoring as specifically required by the contract.
3.8.1.1 Permanent Potable Water (FSH CES)
a. Meter will be provided and installed by the Contractor.
b. Billing agreements – will be responsibility of the FSH CES.
c. Time Frame – 14 Days (will run concurrent with digging permit).
d. Procedure – See CES Construction Manager for instructions, digging permit, locating, etc.
3.9 PERMANENT RECYCLE WATER (SAWS)
a. Meter will be provided by the SAWS, installation will vary according to project.
SECTION 01 35 13.01 44 Page 13
b. The Government has established billing agreements with SAWS for water use after completion of the project.
c. Time Frame – Follow SAWS Recycle Program for planning. After approved plan is accepted by SAWS and FSH, the Contractor shall coordinate with the CES PM for instructions, digging permit, locating, etc.
d. Procedure – If there is any connection to SAWS Recycle Water on site, all potable water service connections in the vicinity of the project construction limits must be equipped with a reduced-pressure-principle backflow prevention assembly.
e. JBSA-Fort Sam Houston has a base-wide Recycled Water Service Agreement with SAWS.
f. New projects on JBSA-Fort Sam Houston there will be installation/relocation expenses required for each project at the Contractor’s expense. However, there will incur no application fees, impact fees or connection fees for any Recycled Water projects.
g. Drawings and Specifications shall be required on each new Recycled Water tap/project. Drawings will show all potable water lines, facilities buildings and other improvements as well as all equipment requiring recycled water.
h. A permit will be required for each Plan Review process, no fee will be accessed for this permit process. SAWS’ Mains and Services Department must approve permit prior to construction.
1. SAWS Water Recycling:
http://www.saws.org/Your_Water/Recycling/
3.10 PERMANENT ELECTRICAL SERVICE
3.10.1 General Notes
a. Both temporary and permanent power for buildings will be provided by CPS Energy.
b. The same application can be used for both gas and electric service. The same application can be used for both gas and electric service. The application can be completed by calling the CPS Energy (210) 353-3247/ (210) 632-6983; (210) 353- 3333. To file an application for service, Please visit https://commercial.savenow.cpsenergy.com/civic-government/
c. When application for service is submitted, Contractor shall request IDR meters for buildings larger than 29,000 square feet from CPS Energy. These meters will allow FSH personnel to monitor electrical load data using CPS Energy’s Load Tracker data system.
d. CPS will perform electrical field surveys at the D/B Contractors expense.
e. The solicitation drawings show a suggested route for distribution based on CPS Energy standard and a separate Bid Item is included in this Request for Proposal with CPS Energy’s preliminary cost
SECTION 01 35 13.01 44 Page 14 for this work.
f. There will be an additional charge for any upgrades to the primary distribution system (both overhead and underground) and any changes to the original suggested route shown.
g. After CPS Energy receives the D/B Contractor’s final approved and stamped electrical site plan, electrical one-line diagram and a load analysis, CPS Energy will provide a price for the distribution of electrical utilities. The D/B Contractor will negotiate, contract and schedule the work directly with and pay CPS Energy to do the approved work.
(Additional costs for 1) design options or 2) resultant defects due to contractor designs and execution shall be allowed only to the extent that these actions decrease net design, construction, and other costs to the government.)
h. A modification will be issued to the D/B Contractor if the actual CPS Energy cost differs from the CPS Energy budget included in the contract.
i. CPS Energy will build the exterior aerial power distribution system and riser pole after payment has been received from the D/B Contractor.
j. CPS Energy will remove any existing utilities prior to demolition at the D/B Contractor’s expense.
k. The D/B Contractor must contact CPS Energy fourteen (14) days prior to the excavation of property or demolition of the utilities.
l. For the underground primary, the D/B Contractor will build the underground ducts (a minimum of 2ft 4in and 1ft 2in), concrete slab for the pad mounted transformer, and manholes to latest edition of the CPS Energy standards.
m. The D/B Contractor shall install conduits inside the concrete transformer slab for the primary and the secondary cables.
n. The D/B Contractor shall install CPS Energy furnished ground rods in the transformer slab.
o. CPS Energy will provide and install the pad mounted transformer, pull in primary cables, connect to aerial primary at the D/B Contractor’s expense.
p. The D/B Contractor shall install meter rack, secondary duct, secondary cables, 2in conduit form meter to DDC panel in building and connect secondary cables to building.
q. CPS Energy will make primary and secondary connections to transformer terminals (contractor to provide secondary lugs) and install metering equipment at the D/B Contractor expense.
r. An additional 2in conduit will be required between pad-mounted transformers and meter enclosures when applicable.
SECTION 01 35 13.01 44 Page 15
3.10.2 Required information from the D/B Contractor
A Texas professional engineering stamp will be required on the following information:
a. Transformer Detail – show perimeter clearance and the location of the meter. Provide written dimensions with respect to some existing, permanent structure to define transformer location.
b. Electrical One-line Diagram - show the number and size of the secondary conduit and wires.
c. Electrical Layout – show the route of secondary wires to the main distribution switch.
d. Electrical load analysis - show connected load and demand power requirements.
e. Utility Site Plan – show the transformer, riser pole, manhole(s), and preferred layout of the primary duct line.
3.10.3 CPS Energy Rebate Program
a. Contractor shall coordinate, follow the application process steps, and submit the application for any CPS Energy Rebate Program requested in the contract. Please visit https://commercial.savenow.cpsenergy.com/civic-government/
b. Contractor shall follow up and provide the required information to CPS Energy. The government will work with the Contractor to complete the process and obtain the rebate Attachment E-CPS ENERGY
ELECTRICAL AND GAS APPLICATION & REBATE INFORMATION.
3.11 PERMANENT NATURAL GAS SERVICE
3.11.1 General Notes
a. Permanent and temporary natural gas for buildings will be provided by CPS Energy.
b. The solicitation drawings show a suggested route for distribution based on CPS Energy standards. Final location of natural gas meter to coordinated with CPS Energy. CPS Energy will install natural gas service main to meter. A separate Bid Item is included in the contract with CPS Energy’s preliminary cost for Natural Gas work.
c. After CPS Energy receives the Design Build (D/B) Contractor’s final approved natural gas site plan and a load analysis, CPS Energy will provide a final price for the distribution of natural gas utilities. The D/B Contractor will negotiate, contract and schedule the work directly with and pay CPS Energy to do the approved work.
D. A modification will be issued to the d/b contractor if the actual cps energy cost differs from the cps energy natural gas preliminary estimate included in the contract. Additional costs for 1) design options or 2) resultant defects due to contractor designs and execution shall be allowed only to the extent that these actions decrease net design, construction, and other costs
SECTION 01 35 13.01 44 Page 16 to the government.
e. CPS Energy will remove any existing utilities prior to demolition at the D/B Contractor’s expense. CPS Energy requires a minimum time notification of thirty (30) days to remove or relocate existing natural gas utilities. The D/B Contractor will be coordinate and pay for the removal or relocation of natural gas utilities.
f. CPS Energy (or the qualified contractor of its choice) shall select and install all gas mains, services up to and including the gas meter and regulator set at the D/B Contractor’s expense. These facilities are owned and operated by CPS Energy. CPS Energy will provide and connect its own natural gas meters.
g. The D/B Contractor shall provide and install all gas piping and related facilities between the CPS Gas Meter and the building.
h. The D/B Contractor shall be responsible to locate all underground utilities prior to CPS Energy work.
i. The D/B Contractor must coordinate the location and sizes of all gas sleeves with CPS Energy. Note that open trenching of new sidewalks or roads will not be allowed.
j. The D/B Contractor will need to fulfill all requirements of the Digging Permit for JBSA-Fort Sam Houston and coordinate installation with the USACE PM and CES Construction Manager.
3.11.2 Service Request
The following information will be required from the D/B Contractor by CPS Energy to obtain natural gas service:
a. The application can be completed by calling CPS Energy (210) 353-3247/ (210) 632- 6983; (210) 353-3333. Please visit https://cpsenergy.com/en/forms/comm-start-stopsvc-form.html to file an application for service.
b. Supply a site drawing of the project with orientation of structures on the property, approximate location gas line will enter structure and dimensions of related areas.
c. Supply the required load demand information in cubic feet per hour (CFH) or British Thermal Units (BTU) and the required pressure at the meter in pounds per square inch (psi).
3.12 PERMANENT TELECOMMUNICATIONS
3.12.1 JBSA-FSH and CB Communication General Requirements
3.12.1.1 Equipment Materials and Supplies
All equipment, supplies and materials provided shall be new and not refurbished. All materials for the projects shall be weather and corrosion-resistant and all materials and installation to be Seismic Zone 0 compliant. The contractor shall comply with all BICSI/ANSI/TIA/EIA . The contractor shall submit the following certifications with technical proposal: Registered Communications Distribution Designer (RCDD) and
SECTION 01 35 13.01 44 Page 17
Network Transport Specialist (NTS) . All Outside Plant (OSP) will comply with UFC 3-580-01 / BCISI/ANSI/TIA and ISP .
3.12.1.2 Telecommunications As-Builts
The Contractor shall provide three sets of As-built drawings upon project completion (CCAD and hard copy format) to 502 CS Project Manager, 502 CES Project Manager, and Army Corp of Engineer Project Manager. The size of the hard copy format shall be 24 inch x 36 inch (Arch D) in accordance with specification section 01 35 13.20 00 SPECIAL PROJECT PROCEDURES - CAD The contractor is required to provide the updated Communications Master Data Set (CMDS) information in appropriate *.pdf format and in Auto CAD (.dwg file) format. The contractor shall also provide geo-spatial data to the 502 CS Project Manager in accordance with specification section 01 35 13.30 SPECIAL PROJECT PROCEDURES – GIS so that government personnel can update the base drawings in (CIPS Visualization Component) CVC. format of this document. If required, the contractor shall pump out and clean any communications Manholes (MH)/ Hand Holes (HH) within the scope of this project to the degree necessary to provide accurate information.
3.12.1.3 Cable Installation
Each cable installation must be coordinated with the 502 Communication Squadron (CS) so that the impact on building users has been properly coordinated. All fiber runs shall use continuous Single Mode fibers, with no intermediate patches, cross connects, and a minimum utilization of splices. No fiber will be installed outside of fabric mesh, neither be installed in a four inch conduit. Splices that must be used shall be fusion splices. No mechanical splices are to be used.
3.12.1.4 Fiber Cable
The fiber cable shall comply with industry standards with regard to manufacturers’ cable markings, armor jacket, rip cords, filling compound, fiber color coding, jacketing materials, etc. Installed fiber optic cables shall not contain factory fiber splices.
3.12.1.5 Maintenance Loop
The Contractor shall provide 50 foot FOC maintenance loop in every 3rd MHs/HHs and in MHs/HHs directly outside the buildings. The contractor shall provide the updated cable layout information in *.pdf and appropriate Auto CAD (.dwg file) formats in accordance with specification section 01 35 13.20 00 SPECIAL PROJECT PROCEDURES - CAD so that government personnel can update the base drawings in CVC.
3.12.1.6 Configuration Management
During the project, the Contractor is responsible for the configuration management, and As-built drawing documentation of the installed system.
The Project Manager/CVC technician may provide a GeoBase portable recording unit (Trimble Geo XT, or equivalent) to the contractor, and explain its use. The contract is responsible for collecting and reporting the required data in accordance with specification sections 01 35 13.20 00 SPECIAL PROJECT PROCEDURES – CAD and 01 35 13.30 SPECIAL PROJECT PROCEDURES – GIS. The contractor shall then proceed to the new installation and document the new work by loading it into the GeoBase portable unit. The CVC technician will then upload the recorded date into CVC for configuration control. If the upload is not acceptable, the
SECTION 01 35 13.01 44 Page 18 contractor will be instructed to return to the unacceptable areas and record the missing data again. When new cable is installed and properly labeled, the contractor shall document the work by taking digital pictures of each manhole/hand-hole (all 4 sides), the building penetration points, and the final terminations. Clearly label each picture in coordination with the 502CS/PM. All pictures and shape files (from the GeoBase survey) will be recorded on CD and turned over to the 502CS /PM by project completion and submitted as required by the appropriate specification section. The contractor is responsible for repairing any damages to the infrastructure. The contractor is also responsible for coordinating all actions (Bldg & main telecommunication room access) with the building manager through the 502D Construction Manager and USACE Project Engineer or Quality Assurance Representative.
3.12.1.7 Coordination
Due to operational considerations, fiber/copper cable installation shall be coordinated with the 502 CS Project Manager to ensure there are limited interruptions due to exercises and other base activities. Contractor access to communications nodes, hand hole, manholes, and pedestals shall be coordinated with the 502 CS Project Manager.
3.12.1.8 Hand Hole Distribution System
If portions of existing Hand Hole Distribution System (HHDS)/MHDS are not useable (other than simple clogging due to removable mud, dirt, or debris), the contractor is responsible for restoring the HHDS/MHDS to use.
The contractor is encouraged to propose minor changes to the recommended route.
3.12.1.9 Labeling
The contractor shall label all telecommunications infrastructure and equipment components. All installed Fiber Optic Cable (FOC) and copper cable shall be numbered following a site cable plan and documented in as-built drawings and documentation. Identification marking and systems shall be uniform, permanent and readable and consistent with established base labeling schemes IAW ANSI/TIA/EIA-606 standards and direction from 502CS. New penetration points in buildings shall be permanently labeled indicating the MH/HH/Bldg the new duct connects to. All tags shall be permanently labeled, easily visible and corrosion resistant. Install cable tags in all MHs/HHs and Protective Entrance Terminal (PET) locations. When cables pass through a MH/handhole put a tag on the cable, approximately 2 feet from each duct entrance. Information on the cable tag shall identify cable by size, type, cable number and count.
Example 12L8.3F P2-24PF
FO 1121-1307,1-12 08,1-200
3.12.1.10 Outside plant (OSP)
Outside plant (OSP) multi-pair cable shall be REA/RDUP (Rural Electrification Administration/Rural Development Utilities Program) Specification PE-39. No conductor size less than 24 AWG shall be proposed.
All copper splices must be completed via modular 25 pair. Gopher (armor) protection is not required for cable to be installed in duct. The cable shall comply with telecommunications industry standards with regard to manufacturers’ cable markings, jacket, rip cords, filling compound, color
SECTION 01 35 13.01 44 Page 19 coding, jacketing materials, etc. All cable shall be rated for the environment in which it is installed and shall be in compliance with the current issue of the National Electrical Safety Code (NESC) and the National Electrical Code
(NEC).
3.12.1.11 Splice Closures
Splice closures designed specifically for buried applications shall not be used in underground applications. Only splice closures intended for underground applications shall be used in the underground system. The splice closure shall be suitable for pressure testing and shall have a rigid end plate to provide a seal against the cable sheath for applications at locations where the possibility of immersion exists. The underground closure shall be suitable for enclosing straight, butt, and branch splices in a protective housing. It shall protect the splice and maintain cable shield electrical continuity in a manhole environment. 502 CS practices require that the closure shall be Preformed Line Products (PLP) stainless steel with filling flange. Note: It is not anticipated that any buried splices will be required, but if any are, they shall be sealed with Preformed Line Products stainless steel splice case with filling flange.
3.12.1.12 Fire Stop
All conduits, inner-duct, sleeves, and penetrations shall be fire stopped in accordance with ANSI/TIA/EIA-569-A Annex A and all applicable local codes. Inner-duct shall be fire stopped with approved soft materials (mineral wool or moldable putty) at both ends and at intermediate connection points unless these points terminated in a 2-hour fire-rated enclosure. Conduits and sleeves that contain fiber or unshielded twisted pair (UTP) shall be fire stopped using the appropriate method for the individual location.
3.12.1.13 Grounding And Bonding
Grounding and bonding as defined by National Electric Code, local building codes for electrical materials, TIA-607-C-1 , MIL-STD-188-124B and construction methods shall be strictly adhered to for new networking systems installed.
3.12.1.14 Project Residue
All residues from the project shall be disposed of off base and IAW WITH JBSA Hazardous Waste Management Plan and section 01 57 20 ENVIRONMENTAL
PROTECTION.
3.12.1.15 Geospatial And Attribute Data
The Contractor shall use Global Positioning System (GPS) equipment and technology to locate and collect geospatial and attribute data on outside plant infrastructure features and communications pathways that are installed or modified as a result to the Contractor’s installation work.
Outside plant features to be located include MHs, vaults, HHs, pedestals, underground cables, direct buried splices, terminals etc. The communications pathways include duct routes, direct-buried cable, and communication pathway entry points on building exterior walls that lead to interior building entry terminals, etc. The Contractor shall augment the GPS survey by using conventional land surveying equipment and electronic
SECTION 01 35 13.01 44 Page 20 cable locating (underground utility toning) equipment when necessary to accurately locate features. The Contractor shall convert the GPS data to an ESRI Shape file set suitable for the Government to load the file and transcribe information from the Shape file into the CVC database. All submitted information shall meet the requirements of specification sections 01 35 13.20 00 SPECIAL PROJECT PROCEDURES – CAD and 01 35 13.30
SPECIAL PROJECT PROCEDURES – GIS.
3.12.1.16 Geospatial Coordinates
Each outside plant infrastructure feature and communications pathway requiring geospatial coordinates shall be located to within one meter of its true ground position, in the horizontal plane as defined in Federal Geographic Data Committee; FGDC-STD-007.3 -1998 and as verified by accuracy…
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