Attachment No. 5 - Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- 697DCK-20-R-00241
About this file
This solicitation is for construction services for the installation of a Fiber Optics Transmission System at San Antonio International Airport in San Antonio, Texas. The contractor shall provide all labor, supervision, materials, and equipment to perform the project, including the installation of transformers and related equipment, in accordance with the contract drawings, specifications, and clauses. The performance period is 60 calendar days, with an anticipated start date of May 25, 2020. The estimated price range for this procurement is between $250,000 and $500,000. Offerors must have successfully completed similar projects both in scope and dollar amount at an operational airport to be considered. Offers are due by April 13, 2020 and must include the solicitation items and documents specified such as the offer guarantee, price breakdown, and representations and certifications. The soliciting agency is the Department of Transportation Federal Aviation Administration Southwestern Region.
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Text version
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FIBER
SAN
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F
OPTIC TRANSMISSION SYSTEM (FOTS)
AIRPORT
E
ANTONIO INTERNATIONAL
SAN ANTONIO, TEXAS
DRAWING NUMBER
SAT-D-FOTS-G002
SAT-D-FOTS-G003
SAT-D-FOTS-G004
SAT-D-FOTS-C001
SAT-D-FOTS-C002
SAT -D-FOTS-C003
SAT -D-FOTS-C004
SAT-D-FOTS-COOS
SAT -D-FOTS-C006
SAT-D-FOTS-C007
SAT-D-FOTS-C008
SAT-D-FOTS-C009
SAT -D-FOTS-C010
SAT -D-FOTS-C011
SAT-D-FOTS-C012
SAT-D-FOTS-C013
INDEX OF DRAWINGS
DRAWING TITLE
COVER SHEET AND DRAWING INDEX
NOTES
ST AND ARD BUILDING DESIGN ABREVIATIONS/LEGENDS
AIRPORT LAYOUT
FOTS LAYOUT
ELEVATION PROFILE
C004 BASELINE ELEVATION PROFILE
COOS BASELINE ELEVATION PROFILE
C006 BASELINE ELEVATION PROFILE
C007 BASELINE ELEVATION PROFILE
REMOTE TRANSMITTER/RECEIVER RTR B LAYOUT
REMOTE TRANSMITTER/RECEIVER RTR D LAYOUT
MANHOLE DETAILS (1 OF 2)
MANHOLE DETAILS (2 OF 2)
MISCELANIOUS DETAILS (1 OF 2 l
MISCELANIOUS DETAILS (2 OF 2)
5 4 3
REV
APPROVED
DATE
DESCRIPTION JCN
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
REDLINE
APVD
DATE
D
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ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA :::,1------------------------------10'.'.
FOTS
COVER SHEET AND DRAWING INDEX
SANANTONIO INTERNATIONAL AIRPO T TX
REVlEWEDBY SUBMITIEDBY
RAFAEL SIL VA
PROJECT ENGINEER
RS
ISSUEDBY DATE 09/19/2019 JCN 1705921
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SAT-D-FOTS-G002
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THIS DRAWING PRODUCED ON ASW REGION M!CROSTATlON SYSTEM
SECTION 5.0 DRAWING PACAKGE
| Binder3 |
| FINAL WICHITA FALLS ENGINEERING PACKAGE |
| WICHITA FALLS ENGINEERING PACKAGE |
| Engineering Package SPS final 1234 |
| SCOPE OF WORK |
| EOSH BINDER |
| CSA EOSH Checklist |
| PROJECT |
| JON |
| DATE |
| JCN |
| Transmittal |
| REGION |
| DISTRICT |
| SSC |
| FACILITY LOCATION |
| FACILITY TYPE |
| FACILITY |
| ID |
| ENGINEER |
| TITLE |
| EHS |
| SUPERVISOR |
| TITLE |
| CODE |
| CODE |
| CODE |
| SIGNATURE |
| SIGNATURE |
| Action Items and Notes |
CSA Engineering Services EHS Contacts
| LOTO_Exception_Checklist_Rev2 |
| LOTO_Guidelines |
| LOTO Procedures: Simple |
| LOTO Procedures: Complex |
| Periodic Inspections for LOTO Procedures |
| Grouping LOTO procedures for periodic inspections |
| 1. Individual LOTO procedures for same or similar equipment may be grouped and considered one procedure for inspection purposes, only if all the equipment in the group have the same or similar control measures. |
| 2. If procedures are grouped: |
| Project Transmittal EOSH Impact Attachment Document |
| Simple_ LOTO_Template Rev3 |
| SOP HAZARDOUS ENERGY |
| Procedures for Working on Hazardous Energy Sources |
| Personal |
| Protective |
| SCOPE OF WORK |
| SAT FOTS FINAL SPECIFICATIONS |
| COVPG1 |
| Toc |
| Section 01040 - Project Administration |
| Section 01300 - Submittals |
| 01010 |
| 01010 SUMMARY OF WORK |
| 01030 |
| 01040 |
| 01040 PROJECT ADMINISTRATION |
| 01041 |
| 01041 JOB MANAGEMENT |
| 01060 |
| 01080 |
| 01090 |
| 01300 |
| 01300 SUBMITTALS |
| 01400 |
| 01510 |
| 01510 TEMPORARY FACILITIES |
| 01700 |
| 01710 |
| 02053 |
| PART 2.00 PRODUCTS [NOT USED] |
| 02100 |
| 02100 SITE PREPARATION |
| 02200 |
| 02200 EARTHWORK |
| 02223 |
| 02224 |
| 02224 EARTH FILL CLASSIFICATIONS |
| 02225 |
| 02225 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES |
| 02226 |
| 04010 |
| 04010 MASONRY |
| 07921 |
| 07921 CAULKING AND SEALANTS |
| 09901 |
| 16010 |
| 16111 |
| 16111 CONDUITS |
| 16131 |
| 16131 TERMINAL BOXES |
| 16190 |
| 16190 SUPPORTING DEVICES |
| 16450 |
| 16890 |
| 16890 FIBER OPTIC CABLE AND HARDWARE |
| APPENDA |
| ELDWGLST |
| APPENDB |
| 1391d- FAA-C-1391d 2014-10-15FINAL (2) |
| FEDERAL AVIATION ADMINISTRATION |
| SPECIFICATION |
| INSTALLATION, TERMINATION, SPLICING, AND TRANSIENT/SURGE PROTECTION OF UNDERGROUND ELECTRICAL DISTRIBUTION SYSTEM POWER CABLES |
| 2. APPLICABLE DOCUMENTS |
| 2.1 General |
| 2.2 Order of precedence |
| 2.3 Government documents |
| 2.3.1 FAA orders, standards, specifications, and handbooks |
| 2.3.1.1. ORDERS |
| 2.3.1.2 STANDARDS |
| 2.3.1.3 ADVISORY CIRCULARS AND SPECIFICATIONS |
| 2.3.1.4 HANDBOOKS |
2.3.2 Other Government documents, drawings, and publications
2.4 Non-Government publications
| 3. GENERAL |
| 3.1 Definitions |
| 3.2 Submittals |
| 3.3 Quality assurance |
| 3.3.1 Quality plan |
| 3.3.2 Quality control |
| 3.3.3 Qualifications of personnel |
| 3.3.3.1 Designers |
| 3.3.3.2 Installation Crew |
| 3.3.3.3 Inspectors and Testing Personnel |
| 3.3.4 Receiving, storing, and protecting |
| 3.3.5 Sequencing and scheduling |
| 3.3.6 Cable testing |
| 3.3.6.1 Government-furnished cable |
| 3.3.6.2 Contractor-furnished cable |
| 3.3.6.3 Acceptance testing of new cable |
| 3.3.6.4 Acceptance testing of new power cables above 2000 volts |
| 3.3.6.5 Acceptance testing of new power cables 600 volts and below |
| 3.3.6.6 Failure of cable under test |
| 4. PRODUCTS |
| 4.1 Product options and substitutions |
| 4.2 Power cable |
| 4.3 Transformers |
| 4.3.1 High voltage transformers (>600 volts) |
| 4.3.1.1 Transformer design |
| 4.3.1.2 Transformer bases and cabinets |
| 4.3.1.3 Warning signs and arc flash/shock hazard labels |
| 4.3.1.4 Transformer losses |
4.3.2 Low-voltage transformers (<600 volts)
| 4.4 Switchgear and sectionalizers |
| 4.5 Service disconnecting means |
| 4.6 Terminations and splices |
| 4.6.1 Terminations |
| 4.6.2 Splices |
| 4.7 Overcurrent protective devices |
| 4.8 Underground duct systems |
| 4.8.1 Concrete-encased rigid nonmetallic conduit |
| 4.8.1.1 PVC conduit |
| 4.8.1.2 HDPE conduit |
| 4.8.2 Plastic-coated steel conduit |
| 4.8.2.1 PVC coated RGS |
| 4.8.2.2 Fittings and conduit bodies |
| 4.8.3 Direct buried rigid nonmetallic conduit |
| 4.8.4 Rigid metal conduit (RMC) |
| 4.9 Corrosion protection tape |
| 4.10 Insulating bushings |
| 4.11 Grounding bushings |
| 4.12 Sweeps |
| 4.13 Duct spacers |
| 4.14 Duct plugs |
| 4.15 Duct sealant and joint filler |
| 4.16 Underground duct and cable warning tape |
| 4.17 Pull wires and tape |
| 4.18 Precast electrical manholes and hand holes, accessories |
| 4.18.1 Manholes and hand holes |
| 4.18.2 Manholes accessories |
| 4.19 Grounding cables |
| 4.20 Ground rods |
| 4.21 Weather heads on risers, drip loops |
| 4.22 Electrical equipment enclosures |
| 4.23 Equipment vaults and pads |
| 4.23.1 Concrete vaults |
| 4.23.2 Concrete pads for transformers |
| 4.23.3 Concrete pads for equipment racks |
| 4.23.4 Composite polymer concrete equipment pads |
4.24 Bollards
| 5. EXECUTION |
| 5.1 Scheduling of work |
| 5.2 Existing FAA buried cable and ducts |
| 5.2.1 FAA documentation |
| 5.2.2 FAA marking of known buried cables and ducts |
| 5.2.3 Other buried cables, ducts, piping and items |
| Locating utilities--The contractor shall be responsible for contacting the utilities prior to starting work and for confirming the location of existing utilities and other items that may be buried in the area of work. Along an area suspected of havin... |
| 5.3 Safety during construction and testing |
| 5.4 Excavation and trenching |
| 5.4.1 Depth requirements |
| TABLE I. Burial depths (source: ANSI C2) |
| 5.4.2 Survey requirements |
| 5.4.2.1 Recording of data |
| 5.4.2.2 Survey points |
| 5.5 Underground duct systems |
| 5.5.1 Preparation and excavation for underground ducts |
| b. Install underground duct bank systems according to the NEC, the NESC, NECA/NEMA 605 (Recommended Practice for installing Underground Nonmetallic Utility Duct), ANSI/IEEE C2, and other requirements in this section. |
| c. Verify routing and termination locations of duct banks before excavation for rough-in. |
| d. Verify that field measurements are as shown on the drawings. |
| e. Position trench so concrete envelope of duct banks shall have the following minimum horizontal and vertical separations from parallel or perpendicular runs of other utility pipes or conduits (Table II). Note: Measurements are guides only; check wit... |
| f. Make trenches of sufficient width to receive work to be installed and provide specified concrete coverage on sides. |
| g. Conduit or castings required under roadways or railroads shall be installed by boring. Jacking of conduit is not allowed. Conduits bored under roads off airport property shall be a minimum of thirty inches (30”) below finished grade, or as requir... |
| h. Backfill excavations for duct banks and manholes in 6-inch layers using excavated soil. Remove roots, rocks and sharp objects. Furnish coarse sand as required for additional backfill material. |
| i. Moisture condition backfill soil and compact to 95% of maximum density under paved areas and 90% of maximum density under unpaved areas. |
| j. Overfill excavations to allow for settling. |
| k. Firmly tamp backfill in the separation area. |
| l. Restore area. |
| 5.5.1.1 Connecting requirements for HDPE conduit running through and emerging from a bore |
| 5.5.2 Backfilling |
| 5.5.3 Restoration |
| 5.5.4 Duct installation |
| 5.5.5 Manhole and hand hole installation |
| 5.5.5.1 Manhole installation |
| The manhole lower half shall be set on a four-inch (4”) bed of crushed stone on undisturbed earth. Add a layer of geotextile fabric between the gravel and earth to enhance soil stability and prevent settling of the manhole. The contract drawings will ... |
| Backfill around the manhole in lifts commensurate with the soil and compact each backfill lift to the density of the surrounding earth. |
| 5.5.5.2 Hand hole installation |
| The top of the hand hole shall be set above finish grade in unpaved areas to prevent water from ponding on the hand hole. A one eighth inch (1/8”) per foot fall from the manhole top to finish grade, ten feet (10’) from each edge of the hand hole is r... |
| The hand hole shall be set on a four-inch (4”) bed of crushed stone on undisturbed earth. Add a layer of geotextile fabric between the gravel and earth to enhance soil stability and prevent settling of the manhole. The contract drawings will define an... |
| Backfill around the hand hole in lifts commensurate with the soil and compact each backfill lift to the density of the surrounding earth. |
| 5.5.5.3 Manhole and hand hole penetrations |
| 5.5.6 Mandrel requirements |
| 5.5.7 Spare ducts, preparation |
| 5.5.8 Duct protection |
| 5.5.8.1 Concrete mix specification |
| 5.5.9 Ducts without concrete encasement |
| 5.5.10 Separation of cables |
| c. Conductors of circuits rated over 600 volts, nominal, shall not occupy the same equipment, wiring enclosure, cable, or raceway with conductors of circuits rated 600 volts, nominal, or less unless preauthorized by the FAA project engineer and permitted i0 |
| d. Except in circumstances authorized by the FAA project engineer, power cables shall not be installed in the same duct systems with communication, control, and signal cables. |
| e. If joint-use applications apply and are authorized, power cable shall be installed in its own separate conduit. This conduit shall be separated a minimum of three inches (3”) outside wall to outside wall, from conduits that contain communications, contr0 |
| 5.5.11 Installation of cables |
| 5.5.12 Cable pulling |
| 5.6 Medium-voltage direct earth buried cables |
| Unless otherwise specified, power cables in the same location and routed in the same general direction shall be installed in the same trench. Trenches for cables may be excavated manually or with powered trenching equipment. Cable plows shall not be... |
| using dynamometer or rope. |
| 5.7 Cable installation in manholes |
| 5.8 Cable terminations, connections, surge protection, and fault protection |
| 5.8.1 Cable terminations and connections |
| 5.8.2 Connections to a three-phase engine generator |
| 5.8.3 Surge protection |
| 5.8.4 Fault isolation |
| 5.9 Splices |
| 5.10 Equipment racks and disconnect switches |
| 5.11 Grounding of ELD systems |
| 5.11.1 Power cables, multigrounded neutral wires and shields |
| 5.11.2 Cable guard wires |
| 5.11.3 Manholes and hand holes |
| 5.11.4 Equipment and equipment enclosures |
| 5.11.5 Surge arresters |
| 5.11.6 Conduit and fittings |
| 5.11.7 Low-voltage cable runs to facility service entrances |
| 5.11.8 Installation details |
| 5.11.8.1 Installation of equipment counterpoise and ground rods |
| 5.11.8.2 Grounding and bonding connections at or within equipment enclosures |
| 5.11.8.3 Routing grounding and bonding conductors |
| 5.11.8.4 Grounding cable across expansion joints |
| 5.11.8.5 Grounding of armored cable and metallic conduit |
| 5.11.8.6 Grounding metal splice cases |
| 5.11.8.7 Grounding Riser poles |
| 5.12 Cable tagging, equipment markers and labels, and safety signs |
| 5.12.1 Cable tags |
| 5.12.2 Equipment markers and labels |
| 5.13 Cable markers |
| 5.13.1 Concrete markers for DEB cable |
| TABLE VI. APWA color codes. |
5.13.2 Special-purpose and near-surface markers
5.14 Acceptance and inspection procedures
| APPENDIX A—Surge Arrester Performance Data |
| 2. APPLICABLE DOCUMENTS |
| 2.1 Non-government publications |
| 3. REQUIREMENTS |
| 3.1 Performance Requirements |
| 3.1.1 General |
| 3.1.2 Placement |
| 3.1.3 IEEE Standard C62.11 |
| 3.1.4 Service conditions |
| APPENDIX B—Cable Pulling Calculations |
| APPENDIX C—Acceptance testing of newly installed FAA medium voltage underground power cables |
| SAFETY REQUIREMENTS, GENERAL |
| 1. INSULATION RESISTANCE TEST |
| 1.1 Theory of Operation |
| 1.2 Parameters and Tolerance limits |
| 1.3 Test Schedules |
| 1.4 Safety and Test Procedure |
| 1.4.1 Safety |
| 1.4.2 Test Procedure |
| 2. AC VLF FIELD TEST |
| 2.1 Theory of Operation |
| 2.2 Parameters and Tolerance Limits |
| 2.3 Test Schedules |
| 2.4 Safety and Test Procedure |
| 2.4.1 Safety |
| 2.4.2 Test Procedure |
| 3. OFFLINE 50/60 Hz PARTIAL DISCHARGE TEST |
| 3.1 Theory of Operation |
| 3.2 Parameters and Tolerance Limits |
| 3.3 Test Schedules |
| 3.4 Safety and Test Procedure |
| 3.4.1 Safety |
| 3.4.2 Test Procedure |
| APPENDIX D—Acronyms/glossary |
| APPENDIX E--Submittals Matrix |
| APPENDIX F—HDPE-to-HDPE and HDPE-to-PVC Conduit Adhesive - Sample Product |
| APPENDC |
| faa-std-019e |
| APPENDD |
| FAA-SW5200-5B |
| Div3.pdf |
| 03100 |
| 03100 CONCRETE FORMWORK |
| 03200 |
| PART 1.00 GENERAL |
| 03300 |
| 03300 CAST-IN-PLACE CONCRETE |
| SAT-FOTS 100% |
| SAT-D-FOTS-G002 |
| SAT-D-FOTS-G003 |
| SAT-D-FOTS-G004 |
| SAT-D-FOTS-C001 |
| SAT-D-FOTS-C002 |
| SAT-D-FOTS-C003 |
| SAT-D-FOTS-C004 |
| SAT-D-FOTS-C005 |
| SAT-D-FOTS-C006 |
| SAT-D-FOTS-C007 |
| SAT-D-FOTS-C008 |
| SAT-D-FOTS-C009 |
| SAT-D-FOTS-C010 |
| SAT-D-FOTS-C011 |
| SAT-D-FOTS-C012 |
| SAT-D-FOTS-C013 |
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