Drawings_Reroute_Power.pdf

PDF 4 MB Posted May 8, 2019

Attached to: The work includes all labor, material and equipment to remove and relocate overhead medium voltage electrical distribution, communication, data, and cable lines.
Solicitation number: N6945019Q2575
Issued by: Department of the Navy Naval Facilities Engineering Command

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Other files

File	Type	Posted
Specifications_Reroute_Power.pdf	PDF	May 8, 2019
N69450-19-Q-2575_Reroute_Power_Lines_-_RFQ_Original_Amendment_1.pdf	PDF	May 8, 2019
N69450-19-Q-2575_Reroute_Power_Lines_-_RFQ_Original.pdf	PDF	May 8, 2019

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AIRCRAFT PARKING 166

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CUTTS WAY

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ASSAULT RUNWAY

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TEMP

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APRON 77 (10 PARKING STUBS)

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APRON 81 (5 PARKING STUBS)

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PARALLEL TAXIWAY 197

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TAXIWAY B 192

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TAXIWAY B 182

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TAXIWAY 170

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TAXIWAY C 191

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TAXIWAY C 190

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TAXIWAY 180

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SOUTH APRON 161

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NORTH APRON 160

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TAXIWAY 185

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TAXIWAY A 194

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NOT TO SCALE

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PROJECT LOCATION

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GC HOWELL WAY

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STATION

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SUB

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ELECT

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PKWY

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MILITARY

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DESERT STORM RD

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PKWY

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MILITARY

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RANGE RD

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AVENUE

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HEADQUARTERS

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TAXIWAY 181

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HULK AVE

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CHENNAULT

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EISENHOWER AVE

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DOOLITTLE AVENUE

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BURKE AVENUE

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HALSEY ST

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DEPOT AVENUE

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WAREHOUSE AVE

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LOGISTICS AVE

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SUPPLY AVE

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ARNOLD AVE

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DAVISON DR

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DESERT STORM ROAD

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BOYINGTON DR

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HERCULES RD

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NIMITZ DRIVE

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& BLDG

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TOWER

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NEXTEL

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THUNDERCHIEF LN

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HORNET CT

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ETT

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GARR

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SAM

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HAILE RD

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AVE

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FALCON

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AVE

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TOMCAT

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HORNET CT

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HENSLEY DRIVE

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CARSWELL AVENUE

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VANDENBURG AVE

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ELECTRICAL SYMBOLS

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EXISTING OVERHEAD LINE TO REMAIN

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DEMOLISH OVERHEAD LINE

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EXISTING UNDERGROUND TO REMAIN

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NEW UNDERGROUND POWER LINE

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NEW UNDERGROUND POWER LINE

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COM

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PRIMARY POWER MANHOLE

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TELECOMMUNICATION MANHOLE

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DEMOLISH POWER POLE

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EXISTING POWER POLE TO REMAIN

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A. HAFIZI

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DATE APPROVED

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REVISION DESCRIPTION

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DRAWN BY:

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SPEC. NO:

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CODE I.D. NO:

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SEAL AREA

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DEPARTMENT OF THE NAVY

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APPROVED:

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FORT WORTH, TEXAS

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DATE:

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DEC. 12, 2018

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SHEET

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NAVFAC DRAWING NO:

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NAVAL FACILITES ENGINEERING COMMAND

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PUBLIC WORKS OFFICER

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NAS FORT WORTH JRB

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AutoCAD SHX Text 15951960

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REROUTE POWER AND COMMUNICATION LINES

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NAS FORT WORTH JRB - FORT WORTH, TEXAS

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AutoCAD SHX Text #5030

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A. HAFIZI

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DEPARTMENT OF THE NAVY

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APPROVED:

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FORT WORTH, TEXAS

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DATE:

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DEC. 12, 2018

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SHEET

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NAVFAC DRAWING NO:

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NAVAL FACILITES ENGINEERING COMMAND

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PUBLIC WORKS OFFICER

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NAS FORT WORTH JRB

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KEY NOTES

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1. REMOVE EXISTING POLES. REMOVE EXISTING POLES. 2. OVERHEAD MEDIUM VOLTAGE POWER LINES OVERHEAD MEDIUM VOLTAGE POWER LINES TO BE REMOVED. 3. OVERHEAD COMMUNICATION LINE TO BE OVERHEAD COMMUNICATION LINE TO BE REROUTED TO POLE NUMBER 5029. SEE SHEET ET-101 FOR DETAIL. 4. BOUNDARY OF GOVERNMENT PROPERTY. BOUNDARY OF GOVERNMENT PROPERTY. EXISTING FENCE TO REMAIN.

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ED-101

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SITE_DEMOLITION

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GENERAL NOTE

POLE NUMBERS LISTED ON THIS DRAWING ARE BASED ON RECENT RENUMBERING AND MAY NOT MATCH WITH THE EXISTING POLE LABELS.

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SPEC. NO:

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CODE I.D. NO:

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SEAL AREA

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DEPARTMENT OF THE NAVY

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APPROVED:

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FORT WORTH, TEXAS

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DATE:

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DEC. 12, 2018

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SHEET

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NAVFAC DRAWING NO:

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NAVAL FACILITES ENGINEERING COMMAND

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PUBLIC WORKS OFFICER

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NAS FORT WORTH JRB

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KEY NOTES

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1. EXISTING FENCE. BOUNDARY OF EXISTING FENCE. BOUNDARY OF GOVERNMENT PROPERTY. 2. PROVIDE NEW 6'X8'X6' MANHOLE. SEE PROVIDE NEW 6'X8'X6' MANHOLE. SEE DETAIL 'UG-1, TYPE-2' ON SHEET E-501. PROVIDE GROUNDING SYSTEM FOR THE NEW MANHOLE, WITH MINIMUM "X10' 58"X10' GROUND ROD. 3. INTERCEPT THE EXISTING UNDERGROUND INTERCEPT THE EXISTING UNDERGROUND MEDIUM VOLTAGE CABLES AND SPLICE IT INSIDE THE NEW MANHOLE. DEMOLISH THE REST OF THE CABLES BETWEEN MANHOLE AND THE FENCE. 4. EXISTING MV POWER AND COMMUNICATION EXISTING MV POWER AND COMMUNICATION UNDERGROUND CABLES TO REMAIN 5. 5" POWER AND SPARE CONDUITS IN 5" POWER AND SPARE CONDUITS IN CONCRETE ENCASE. MINIMUM DISTANCE BETWEEN POWER AND COM DUCTBANKS TO BE 12". SEE SHEET E-501 FOR POWER AND TELECOM DUCTBANK DETAIL. 6. PROVIDE NEW FUSED CUTOUT ON THE PROVIDE NEW FUSED CUTOUT ON THE EXISTING POLE #5029. 7. PROVIDE DOWN CONDUCTOR FROM POLE PROVIDE DOWN CONDUCTOR FROM POLE CUTOUT TO THE NEW MANHOLE IN A 4" GALVANIZED RIGID STEEL CONDUIT. 8. PROVIDE 15KV SURGE PROTECTOR ON THE PROVIDE 15KV SURGE PROTECTOR ON THE EXISTING POLE #5029. 9. DIRECTIONAL BORING FOR ROUTING DIRECTIONAL BORING FOR ROUTING CONDUITS UNDER THE EXISTING ROADWAY. MINIMUM 30" IN DEPTH. SEE DETAILS ON SHEET E-501. COORDINATE WITH OTHER UTILITIES TO AVOID POSSIBLE CONTACT.

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EP-101

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ELECTRICAL_POWER_PLAN

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SCALE:

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GENERAL NOTE

POLE NUMBERS LISTED ON THIS DRAWING ARE BASED ON RECENT RENUMBERING AND MAY NOT MATCH WITH THE EXISTING POLE LABELS. CONTRACTOR IS RESPONSIBLE TO VERIFY, LOCATE AND MARK EXISTING UNDERGROUND UTILITIES IN THIS PROJECT. CONTRACTOR IS ALSO RESPONSIBLE TO OBTAIN EXCAVATION/TRENCHING PERMIT.

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CONTRACTOR MUST COORDINATINE WITH

SPECTRUM AND CITY OF WEST WORTH

VILLAGE PRIOR TO ANY WORK ALTERING

COMMUNICATION/CABLE LINES

SIZE,

TYPE, AND GROUNDING.

FOLLOW TELECOM

COMPANY REQUIREMENTS FOR SIZE

AND TYPE.

UNDERGROUND

REQUIREMENTS.

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COM

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COM

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AutoCAD SHX Text #5029

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A. HAFIZI

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DATE APPROVED

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DRAWN BY:

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MAXIMO NO:

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SPEC. NO:

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CODE I.D. NO:

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SEAL AREA

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DEPARTMENT OF THE NAVY

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APPROVED:

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FORT WORTH, TEXAS

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DATE:

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DEC. 12, 2018

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SHEET

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NAVFAC DRAWING NO:

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NAVAL FACILITES ENGINEERING COMMAND

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PUBLIC WORKS OFFICER

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NAS FORT WORTH JRB

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KEY NOTES

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1. PROPOSED NEW TELECOM ROUTE. PROPOSED NEW TELECOM ROUTE. COORDINATE WITH TELECOM COMPANY FOR EXACT ROUTE OF TELECOM CABLES. 2. NEW 30"X48"X24" COMMUNICATION NEW 30"X48"X24" COMMUNICATION HANDHOLE. SEE DETAIL 'UG-6, TYPE-9' ON SHEET E-501. FOLLOW TELECOM COMPANY REQUIREMENTS FOR GROUNDING. 3. ENTRANCE POINT OF COMMUNICATION LINE. ENTRANCE POINT OF COMMUNICATION LINE. COORDINATE WITH TELECOM PROVIDER ON COMMUNICATION LINE INSTALLATION AND REQUIREMENTS. 4. EXISTING CABLES TO REMAIN. EXISTING CABLES TO REMAIN. 5. NEW TELECOM CONDUITS IN 4" PVC. NEW TELECOM CONDUITS IN 4" PVC. MINIMUM DISTANCE BETWEEN POWER AND COM DUCTBANKS TO BE 12". SEE SHEET E-501 FOR POWER AND TELECOM DUCTBANK DETAIL. 6. DIRECTIONAL BORING FOR ROUTING DIRECTIONAL BORING FOR ROUTING CONDUITS UNDER THE EXISTING ROADWAY. MINIMUM 30" IN DEPTH. SEE DETAILS ON SHEET E-501. COORDINATE WITH OTHER UTILITIES TO AVOID POSSIBLE CONTACT. 7. COORDINATE WITH TELECOM PROVIDER ON COORDINATE WITH TELECOM PROVIDER ON COMMUNICATION LINE INSTALLATION AND TRANSITIONING FROM UNDERGROUND TO OVERHEAD DISTRIBUTION THROUGHOUT THE BASE. 8. EXISTING TELECOM CABINET - PROPERTY EXISTING TELECOM CABINET - PROPERTY OF SEPECTRUM COMPANY. COORDINATE WITH THE TELECOM PROVIDER FOR CONNECTION AND THE PATH.

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ET-101

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COMMUNICATION_PLAN

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ROAD

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MINIMUM

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SCHEDULE 40 PVC CONDUIT

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GRADE

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MINIMUM

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SCHEDULE 40 PVC CONDUIT

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YELLOW WARNING TAPE

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CONCRETE WITH STEEL REBAR REINFORCEMENT

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EARTH

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EARTH

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COMMUNICATION CABLES

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COMMUNICATION CABLES

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TOP, SIDES & BOTTOM

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#5 REINF. AT 6" EW

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AND FIG. 12, SIZE 28 RESPECTIVELY

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FED. SPEC. A-A-60005 FIG. 4, SIZE 28

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FOR MANHOLE FRAME & COVER, SEE

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WITH CEMENT MORTAR

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BRICK COLLAR LINED UP

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GROUND ROD & CLAMP

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SLOPE 1:40

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7/8" %%C PULLING-IN IRON

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DUCT ENTRANCE

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DUCT ENTRANCE

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DEEP SUMP

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AutoCAD SHX Text %%u PLAN

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MANHOLE DIMENSIONS

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TYPE

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C (AT HIGH PT.)

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TO SUMP

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LAP REINF. 24" (TYP.)

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WATERSTOP AT ALL

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CONSTR. JTS. (TYP.)

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%%UNOTES:

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FOR DETAILS OF CABLE RACKS,

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DUCT ENTRANCE AND PULLING-IN

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IRONS, SEE PLATE UG-7.

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MINIMUM CONCRETE COMPRESSIVE

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STRENGTH SHALL BE 3000 PSI.

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UG-1

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JUNE 2002

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TYPES 1 & 2

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STANDARD ELECTRICAL MANHOLE (NONTRAFFIC)

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SKETCH DATE

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STYLE

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WALL OF MANHOLE

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%%U TYPICAL CABLE RACK

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%%U TYPICAL DUCT ENTRANCE

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DUCT

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INSIDE FACE

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OF MANHOLE

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%%U DETAIL OF PULLING-IN IRON

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7" MIN.

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7" MIN.

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%%UCAST IN PLACE

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CONCRETE WALL

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LOCKWASHER

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FILLET WELD

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6 1/2" X 2 1/2" X 3/16" PLATE

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%%UALTERNATE METHOD

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(MIN)

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2 1/2" RAD

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1"%%C NUT

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%%UNOTE

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ALL METAL PARTS SHALL

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BE HOT DIP GALVANIZED

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UG-7

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JUNE 2002

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(PULLING-IN IRONS, CABLE RACK AND DUCT ENTRANCE)

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DETAILS

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SKETCH DATE

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STYLE

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30" X 48" X 24" DEEP

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24" X 36" X 24" DEEP

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12" X 24" X 24" DEEP

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12" X 18" X 24" DEEP

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12" X 12" X 24" DEEP

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HANDHOLE SIZING

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PROVIDE LABEL "ELECTRICAL" FOR POWER HANDHOLES OR "TELEPHONE" FOR TELEPHONE

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PROVIDE WITH (2) 2 1/2" MOUSEHOLES.

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PROVIDE STAINLESS STEEL BOLTS AND INSERTS.

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COVER AND BOX SHALL WITHSTAND A SERVICE LOAD OF NO LESS THAN 15,000 LBS OVER A

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REINFORCING WITH COMPRESSIVE STRENGTH OF NO LESS THAN 10,000 PSI.

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HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A HEAVY WEAVE FIBERGLASS

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HANDHOLES, OR %%UAS INDICATED.

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REQUIRED

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BOX WHEN

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SECTIONAL

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AutoCAD SHX Text %%u HANDHOLE REQUIREMENTS

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TYPE

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CRUSHED ROCK

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EARTH

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COMPACTED

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PULL SLOT

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SURFACE

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RESISTANT

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SKID

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LABEL

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HEX BOLT AND

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WASHER

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STAINLESS STEEL

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COVER

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BOX AND

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AROUND BOX

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CONCRETE RING

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UG-6

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JUNE 2002

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(COMPOSITE/FIBERGLASS) TYPES 5, 6, 7, 8 & 9

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STANDARD ELECTRICAL HANDHOLE (NONTRAFFIC)

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SKETCH DATE

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STYLE

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A. HAFIZI

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DATE APPROVED

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REVISION DESCRIPTION

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DRAWN BY:

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CHECKED BY:

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BRANCH HD:

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MAXIMO NO:

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DEPARTMENT OF THE NAVY

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APPROVED:

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FORT WORTH, TEXAS

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DATE:

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DEC. 12, 2018

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SHEET

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NAVFAC DRAWING NO:

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NAVAL FACILITES ENGINEERING COMMAND

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PUBLIC WORKS OFFICER

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NAS FORT WORTH JRB

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AutoCAD SHX Text 15951960

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SCALE:

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-NTS

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UNDER_ROAD_POWER&COM_DUCTBANK

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SCALE:

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-NTS

GRADE_POWER&COM_DUCTBANK

BckGrd-E-000

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E-000

BckGrd-ED-101

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ED-101

BckGrd-EP-101

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EP-101

BckGrd-ET-101

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ET-101

BckGrd-E-501

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E-501

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