9285 drennen road colorado springs, co 80925€¦ · concrete cast against earth.....3 in. concrete...
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![Page 1: 9285 DRENNEN ROAD COLORADO SPRINGS, CO 80925€¦ · concrete cast against earth.....3 in. concrete exposed to earth or weather: #6 and larger.....2 in. #5 and smaller & wwf.....1](https://reader035.vdocument.in/reader035/viewer/2022071116/5fff82cc4bad7a2f87280d82/html5/thumbnails/1.jpg)
T-MOBILE PROJECT: T-MOBILE L600
T-MOBILE SITE NUMBER:T-MOBILE SITE NAME:SITE TYPE:TOWER HEIGHT:
BUSINESS UNIT #:SITE ADDRESS:COUNTY:JURISDICTION:
DN03486DCS_CUCHARES_RANCH
8235189285 DRENNEN ROAD COLORADO SPRINGS, CO 80925
EL PASOEL PASO COUNTY
MONOPOLE100 FT.
0T-1REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
MICHELLE [email protected]
PROJECT TEAMA&E FIRM:
CROWN CASTLE USAINC. DISTRICTCONTACTS:
WALT RAYPOLE - CONSTRUCTION [email protected]
P. MARSHALL & ASSOCIATES, LLC6801 PORTWEST DR. STE 100HOUSTON, TX 77024713-677-0964
CONTACT:
NICK CHAPMAN - A&E [email protected](925) 737-1047
SITE INFORMATION
CARRIER/APPLICANT:
ELECTRIC PROVIDER:
TELCO PROVIDER:
GROUND ELEVATION:
OCCUPANCY CLASSIFICATION:
A.D.A. COMPLIANCE:
MAP/PARCEL #:
JURISDICTION:
AREA OF CONSTRUCTION:
PROPERTY OWNER:
TOWER OWNER:
TYPE OF CONSTRUCTION:
CROWN CASTLE USA INC.SITE NAME:
LAT/LONG TYPE:LONGITUDE:LATITUDE:
CURRENT ZONING:
COUNTY:
SITE ADDRESS:
CROWN CASTLE USA INC.APPLICATION ID:
PROJECT DESCRIPTIONTHE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBANDCONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY.
TOWER· REMOVE (3) ANTENNAS· REMOVE (3) RRUs· REMOVE (3) T-ARM MOUNTS· INSTALL (1) PLATFORM MOUNT· INSTALL (3) ANTENNAS· INSTALL (3) RRUs
GROUND· INSTALL (2) AMOB W/MODULES
CALL COLORADO ONE CALL(800) 922-1987
CALL 3 WORKING DAYSBEFORE YOU DIG!
R
NOTES:PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE CROWNNOC AT 800-788-7011 & CROWN CONSTRUCTION MANAGER
DESIGN PACKAGE BASED ON THE APPLICATIONID: 478945REVISION: ----
SHEET #
DRAWING INDEXSHEET DESCRIPTION
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND
CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER INWRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE
RESPONSIBLE FOR SAME.
TITLE SHEETT-1
T-2
C-1.1
EXISTING AND FINAL ELEVATIONSC-2
C-3
C-4 EQUIPMENT SPECIFICATIONS
ANTENNA PLAN AND SCHEDULE
GENERAL NOTES
C-5
ANTENNA AND UTILITY FRAME GROUNDING DETAILSG-1
GROUNDING DETAILSG-2
GROUNDING DETAILSG-3
SITE PLAN
C-1.2 EXISTING AND FINAL EQUIPMENT LAYOUTS
RFDS
DATED XXX, XXXBY OTHERSMOUNT ANALYSIS:
REFERENCE DOCUMENTS:STRUCTURAL ANALYSIS:
SITE PHOTO:
DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE (18400 E. 22ND AVE, AURORA, CO):TURN RIGHT (SOUTH) ONTO CO-32 [TOWER RD]. TAKE LOCAL ROAD(S) ONTO I-70 BLVD [US-287]. TURN LEFT ONTO LOCAL ROAD. TAKE RAMP ONTO I-225. AT EXIT1A, TURN LEFT AND TAKE RAMP ONTO I-25 [US-87]. AT EXIT 153, TURN RIGHT ONTO RAMP INTERQUEST PARKWAY. ROAD NAME CHANGES TO INTERQUEST PKWYKEEP STRAIGHT ONTO CO-83 [INTERQUEST PKWY]. TURN RIGHT ONTO CO-21 [N POWERS BLVD]. KEEP RIGHT ONTO RAMP. KEEP LEFT TO STAY ON RAMP TOWARDUS-24 E / PLATTE AVE. KEEP STRAIGHT ONTO LOCAL ROAD(S). TURN LEFT ONTO US-24 BLVD [E PLATTE AVE]. ROAD NAME CHANGES TO US-24 [E PLATTE AVE].TURN RIGHT ONTO CO-94. TURN RIGHT ONTO (N) MARKSHEFFEL RD. TURN LEFT ONTO DRENNAN RD. TURN RIGHT ONTO LOCAL ROAD(S) AND FOLLOW TO SITE.
APPLICABLE CODES/REFERENCE DOCUMENTS
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCEWITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THELOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BECONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:CODE TYPE CODEBUILDINGMECHANICALELECTRICAL
2015 IBC 2015 IMC 2017 NEC
CS_CUCHARES_RANCH9285 DRENNEN ROAD COLORADO SPRINGS, CO 80925
EL PASO55031-19-017 EXISTING38° 46′ 48.55″-104° 39′ 20.17″NAD835872.7 FT.
EL PASO COUNTYUIIBFACILITY IS UNMANNED AND NOT FOR HUMAN HABITATIONMD7 CAPITAL ONE LLC (1)
CROWN CASTLE INC.2000 CORPORATE DRIVECANONSBURG, PA 15317
478945
T-MOBILE18400 E 22ND AVENUEAURORA, CO 80011
MOUNTAIN VIEW ELECTRIC
CENTURYLINK
GRANT STEINHAUSER - PROJECT [email protected](720) 450-3009
116 INVERNESS DRIVE EAST, STE. 280ENGLEWOOD, CO 80112
DATED XXX, XXXXBY OTHERS
C-1.3 FINAL EQUIPMENT LAYOUTS
LOCATION MAP
NO SCALE
4/8/19
By:Lindsay DardenDate:04/30/2019El Paso County Planning & Community Development
Approved
Per MH,
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0T-2REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
STRUCTURAL STEEL NOTES:
1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND INACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED.
2. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"Ø) CONNECTIONS AND SHALL HAVEMINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE.
3. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"Ø ASTM A307 BOLTS UNLESS NOTEDOTHERWISE.
4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'SRECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TOMANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NOREBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE.SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAINMANUFACTURER'S MAXIMUM ALLOWABLE LOADS.
CONCRETE AND REINFORCING STEEL NOTES:
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTMA184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACECONCRETE.
2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESSNOTED OTHERWISE. SLAB FOUNDATION DESIGN ASSUMING ALLOWABLE SOIL BEARING PRESSUREOF 2000 PSF.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTEDOTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRICUNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD,UNO.
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEELUNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH..................3 IN.CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER..................................2 IN.#5 AND SMALLER & WWF...................1 1/2 IN.
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THEGROUND:
SLAB AND WALLS................................3/4 IN.BEAMS AND COLUMNS........................1 1/2 IN.
5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTEDOTHERWISE. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
MASONRY NOTES:
1. HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE N. TYPE 1. THESPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'm) SHALL BE 1500 PSI.
2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP. "S" MORTAR AND SHALLHAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
3. GROUT SHALL MEET A.S.T.M. SPECIFICATION C475 AND HAVE A MINIMUM 28 DAY COMPRESSIVESTRENGTH OF 2000 PSI.
4. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND.
5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTILGROUT IS FULLY CURED.
GENERAL NOTES:
1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:CONTRACTOR- __________SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION)CARRIER- T-MOBILETOWER OWNER- CROWN CASTLE USA INC.OEM- ORIGINAL EQUIPMENT MANUFACTURER
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZEWITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ONTHE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OFCONTRACTOR AND CROWN CASTLE USA INC.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLYWITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITYREGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALLAPPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS.
4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY.
5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THEDRAWINGS.
6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR.ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THESUBCONTRACTOR.
7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THESUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTORAND CROWN CASTLE USA INC. PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION.
9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDINGCABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS.
10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING ANDSTRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THESATISFACTION OF OWNER.
11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIALCABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BERETURNED TO THE OWNER'S DESIGNATED LOCATION.
12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVEDFROM SITE ON A DAILY BASIS.
ABBREVIATIONS AND SYMBOLS:
METERM
DISCONNECT SWITCH
TEST WELL
CHEMICAL GROUND ROD
SINGLE-POLE THERMAL-MAGNETICCIRCUIT BREAKER
2-POLE THERMAL-MAGNETIC CIRCUITBREAKER
SUPPLEMENTAL GROUND CONDUCTOR
SOLID NEUTRAL BUS BARS/N
SOLID GROUND BUS BARS/G
SYMBOLS:
RADIO BASE STATIONRBSINTERIOR GROUND RING (HALO)IGRGENERATORGENSMART INTEGRATED ACCESS DEVICESIADBARE COPPER WIREBCWEQUIPMENT GROUNDEGMASTER GROUND BARMGBAMERICAN WIRE GAUGEAWGEQUIPMENT GROUND RINGEGRREQUIREDREQTYPICALTYPTO BE RESOLVEDT.B.R.TO BE DETERMINEDT.B.D.RADIO FREQUENCYRFREFERENCEREFMINIMUMMIN.EXISTING(E)BASE TRANSCEIVER STATIONBTSABOVE GRADE LEVELAGL
ABBREVIATIONS:
EXOTHERMIC WELD (CADWELD)(UNLESS OTHERWISE NOTED)
GROUNDING WIRE
MECHANICAL CONNECTION
SITE WORK GENERAL NOTES:
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OFCONSTRUCTION.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THEWORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THEWORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THESUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTORSHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION.
3. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION ACTIVITIESON CROWN CASTLE USA INC. TOWER SITE" AND LATEST VERSION OF TIA 1019 "STANDARD FOR INSTALLATION,ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS."
4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECTSPECIFICATIONS.
5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THESITE AND DISPOSED OF LEGALLY.
6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THEEXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUEDAT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OFCONTRACTOR, OWNER AND/OR LOCAL UTILITIES.
7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONFOR SITE SIGNAGE.
8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT ANDTOWER AREAS.
9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW ORICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHEDSURFACE APPLICATION.
11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSIONAS SPECIFIED ON THE PROJECT SPECIFICATIONS.
12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSIONCONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCALGUIDELINES FOR EROSION AND SEDIMENT CONTROL.
13. NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEEDAND THE ISSUANCE OF A PURCHASE ORDER.
14. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGINGPLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTORRESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/ASSE A10.48(LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUSSTANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING PLANS SHALLADHERE TO ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN STANDARD CED-STD-10253 INCLUDING THEREQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION TO CERTIFY THESUPPORTING STRUCTURE(S) IN ACCORDANCE WITH THE ANSI/TIA-322 (LATEST EDITION).
GREENFIELD GROUNDING NOTES:
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO,LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER ATOR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS INACCORDANCE WITH THE NEC.
2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TOEARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THESUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUNDELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS.
3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDINGAND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OFCONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT ANDPROVIDE TESTING RESULTS.
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLYCONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THEDISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED GROUNDING TYPECONDUIT CLAMPS.
5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUNDCONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED INACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THEPOWER CIRCUITS TO BTS EQUIPMENT.
6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUNDBAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWGSTRANDED COPPER OR LARGER FOR INDOOR BTS; #2 AWG SOLID TINNED COPPERFOR OUTDOOR BTS.
7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACKTO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED.
8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS ANDTHE GROUND RING SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISEINDICATED.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BEUSED FOR GROUNDING CONNECTIONS.
10. USE OF 90° BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BEAVOIDED WHEN 45° BENDS CAN BE ADEQUATELY SUPPORTED.
11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOWGRADE.
12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BEFORMED USING HIGH PRESS CRIMPS.
13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELDCONNECTIONS.
14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED ORBOLTED TO THE BRIDGE AND THE TOWER GROUND BAR.
15. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BEUSED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS.
16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSIONRESISTANT MATERIAL.
17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES ANDSUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THENEC.
18. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH 1-#2AWG TIN-PLATED COPPER GROUND CONDUCTOR.
19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNINGPROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THATFORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METALSUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TOBE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHEREUSE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NONMETALLIC CONDUITPROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TOEACH END OF THE METAL CONDUIT.
20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE#2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN3" TO 6" OF CAD-WELD TERMINATION POINT. THE EXPOSED END OF THE LIQUID TIGHTCONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUNDSTANDARD DETAIL AS WELL).
240/120 1Ø
DESCRIPTION
LEG 1
PHASE/CODE LETTER WIRE COLOR
LEG 2
BLACK
RED
AC NEUTRAL N WHITE
GROUND (EGC) G GREEN
VDC POS + *RED-POLARITY MARK ATTERMINATION
VDC NEG -
240V OR 208V, 3Ø
PHASE A
PHASE B
PHASE C
BLACK
RED(ORG. IF HI LEG)
BLUE
480V, 3Ø
PHASE A
PHASE B
PHASE C
BROWN
ORANGE
YELLOW
NEC INSULATOR COLOR CODE
* SEE NEC 210.5(C)(1) AND (2)
*BLACK-POLARITY MARKAT TERMINATION
ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TOEQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED.
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTSOF THE NEC. HILTI EPOXY ANCHORS ARE REQUIRED BY CROWN CASTLE USA INC.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BYTHE NEC.
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS.
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND T1CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATIONMETHOD SHALL CONFORM WITH NEC AND OSHA.
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE.ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRECONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANELBOARD AND CIRCUIT ID'S).
8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BECLEARLY LABELED WITH PLASTIC LABELS.
9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.
10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLECONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDEDCOPPER CABLE RATED FOR 90° C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATIONAND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED.
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CLASS B STRANDEDCOPPER CABLE RATED FOR 90° C (WET AND DRY) OPERATION LISTED OR LABELED FOR THE LOCATIONAND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED.
12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TCCABLE (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPERCABLE RATED FOR 90° C (WET AND DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THELOCATION USED UNLESS OTHERWISE SPECIFIED.
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS ANDWIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATIONAT NO LESS THAN 75° C (90° C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITHNEMA, UL, ANSI/IEEE AND NEC.
15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOREXPOSED INDOOR LOCATIONS.
16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID NONMETALLICCONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s ANDALL APPROVED ABOVE GRADE PVC CONDUIT.
18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THELOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE.
20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITHNEMA, UL, ANSI/IEEE AND NEC.
21. WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWINGOPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER).
22. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS ANDHANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED.CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE ANDKEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALLBE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKEMANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUITSHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSHTO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BERIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZEDMALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.
23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OREPOXY-COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND RATED NEMA 1 (OR BETTER) INDOORSOR NEMA 3R (OR BETTER) OUTDOORS.
24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED ORNON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER)INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
25. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; ANDRATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS.
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THECONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS.
27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES ANDDISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TOSAFEGUARD LIFE AND PROPERTY.
28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "T-MOBILE".
29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED.
4/8/19
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X
X
X X
0C-1.1REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
SCALE:SITE PLAN
1 N1"=20'-0" (FULL SIZE)1"=40'-0" (11x17)20' 10' 0 20'
NOTE:
THIS SHEET HAS BEEN PRODUCED USINGINFORMATION PROVIDED BY OTHERS.
SCALE:SITE PHOTOS
2 NTS
(E) COMPOUND AREASEE SHEET C-1.2 FOR DETAILS
APPROXIMATE PROPERTY LINE
APP
ROXI
MA
TE P
ROPE
RTY
LIN
E
HORI
ZON
VIE
W D
R.
GRASSY AREA
RESIDENTIAL AREA
SAGUARO CIR.
DRENNAN ROAD
DESS
ERT W
ILLO
W L
AN
E
RESIDENTIAL AREA
RESIDENTIAL AREA
RESIDENTIAL AREA
RESIDENTIAL AREA
4/8/19
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30'-4"
17'-7
"
23'-0
"
5'-5
"
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XXXXXXXXXXXXXXX
XX
XXXXXXXXXXXXXXXXXXXX
XX
XX
XX
XX
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
XX
X XX
XX
XX
70'-4"
0C-1.2REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
NOTE:
THIS SHEET HAS BEEN PRODUCED USINGINFORMATION PROVIDED BY OTHERS.
NSCALE:EXISTING EQUIPMENT LAYOUT PLAN
1 1-1/2"=1'-0" (FULL SIZE)3/4"=1'-0" (11x17)0 1'6"
(E) T-MOBILE CABLE TRAY
(E) WOODEN FENCE
(E) UTILITY FRAME
(E) T-MOBILE10'-0"x20'-0" PAD IN12'-0"x20'-0" AREA
(E) FIBER VAULT
(E) ACCESS GATE (TYP.)
(E) SSCCABINET
(E) FCOACABINET
(E) T-MOBILE (1) FXFB & (2) FRIEMODULES MOUNTEDON EXISTING CUBE TO REMAIN.(1) FXFB MODULE TO BE REMOVED
(E) BOTTOM COVPUNIT MOUNTED ONH-FRAME
(E) 100'-0" MONOPOLETOWER
(E) FENCE TOBE REMOVED
FUTURE ICE BRIDGE
(FUTURE)12'-0"x21'-0"LEASE AREA
(E) CARRIER 11'-6"x26'-1"BUILDING
(E) DOOR PAD
(E) ICE BRIDGE
(E) ACCESS ROAD
(E) T-MOBILE FEEDLINES(6) 1 5/8" COAX TO REMAIN(2) 1 1/4" HYBRID CABLE TO REMAIN
4/8/19
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30'-4"
17'-7
"
23'-0
"
5'-5
"
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XXXXXXXXXXXXXXX
XX
XXXXXXXXXXXXXXXXXXXX
XX
XX
XX
XX
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
XX
X XX
XX
XX
70'-4"
0C-1.3REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
NOTE:
THIS SHEET HAS BEEN PRODUCED USINGINFORMATION PROVIDED BY OTHERS.
(N) T-MOBILE EQUIPMENT:NOKIA - AMOB W/ MODULES(1 MODULES TO BE MOUNTEDON SSC CABINET)(FIELD VERIFY BEST LOCATION)
INSTALL (2) NEWFIBER JUMPERS FORNEW MODULES
INSTALL (2) NEW 2" CONDUITSAND OC CIRCUITS FOR NEWMODULES
NSCALE:FINAL EQUIPMENT LAYOUT PLAN
1 1-1/2"=1'-0" (FULL SIZE)3/4"=1'-0" (11x17)0 1'6"
(E) T-MOBILE CABLE TRAY
(E) WOODEN FENCE
(E) UTILITY FRAME
(E) T-MOBILE10'-0"x20'-0" PAD IN12'-0"x20'-0" AREA
(E) FIBER VAULT
(E) ACCESS GATE (TYP.)
(E) T-MOBILE FEEDLINES(6) 1 5/8" COAX(2) 1 1/4" HYBRID CABLE
(E) T-MOBILE (1) FXFB & (2) FRIE MODULESMOUNTED ON EXISTING CUBE
(E) BOTTOM COVPUNIT MOUNTED ONH-FRAME
(E) 100'-0" MONOPOLETOWER
(E) FENCE TOBE REMOVED
FUTURE ICE BRIDGE
(FUTURE)12'-0"x21'-0"LEASE AREA
(E) CARRIER 11'-6"x26'-1"BUILDING
(E) DOOR PAD
(E) ICE BRIDGE
(E) ACCESS ROAD
(N) T-MOBILE EQUIPMENT:NOKIA - AMOB W/ MODULES(1 MODULES TO BE MOUNTED
ON EXISTING CUBE)(FIELD VERIFY BEST LOCATION) 4/8/19
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ABCD
ABCD
A A
ABCD
0C-2REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
EQUIPMENT
ANTENNA CL: 100'-0" AGLMOUNT CL: 98'-0" AGL
(E) T-MOBILE EQUIPMENT TO BE REMOVED(3) ANTENNAS(3) RRUS(3) T-ARM MOUNTS
TOP OF TOWERELEV. = 100'-0" AGL
EXISTING T-MOBILE ANTENNA RAD CENTERELEV. = 100'-0" AGL
(N) T-MOBILE EQUIPMENT:(3) ANTENNAS(3) RRUS(1) PLATFORM MOUNT
OVERALL HEIGHT OF STRUCTUREELEV. = 108'-0"
SCALE:FINAL ELEVATION
2 NOT TO SCALESCALE:EXISTING ELEVATION
1 NOT TO SCALE
(E) MONOPOLE TOWER
TOP OF TOWERELEV. = 100'-0" AGL
OVERALL HEIGHT OF STRUCTUREELEV. = 108'-0"
EQUIPMENT
ANTENNA CL: 100'-0" AGLMOUNT CL: 98'-0" AGL
EXISTING T-MOBILE ANTENNA RAD CENTERELEV. = 100'-0" AGL
(E) T-MOBILE EQUIPMENT TO REMAIN(6) ANTENNAS(6) RRUS(3) TMAs
(E) T-MOBILEEQUIPMENT PAD
(E) T-MOBILE CABLE TRAY(E) CARRIER SHELTER
(E) T-MOBILEEQUIPMENT PAD
(E) T-MOBILE CABLE TRAY(E) CARRIER SHELTER
(E) CARRIER ANTENNAS
(E) MONOPOLE TOWER
(E) T-MOBILE EQUIPMENT(6) ANTENNAS(6) RRUS(3) TMAs
(E) CARRIER ANTENNAS
(E) T-MOBILE FEEDLINES(6) 1 5/8" COAX TO REMAIN(2) 1 1/4" HYBRID CABLE TO REMAIN
(E) T-MOBILE FEEDLINES(6) 1 5/8" COAX(2) 1 1/4" HYBRID CABLE
4/8/19
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A
B
C
D
A
B
C
D
A
B
C
D
0C-3REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
SCALE:NEW ANTENNA LAYOUT
2 NOT TO SCALESCALE:EXISTING ANTENNA LAYOUT
1 NOT TO SCALE NN
(E) T-MOBILE ANTENNATO BE REMOVED
(3 TOTAL, 1 PER SECTOR)
(E) T-ARM MOUNT TO BE REMOVED(3 TOTAL, 1 PER SECTOR)
A1
(N) T-MOBILE RRUs:NOKIA - AHLOA
(3 TOTAL, 1 PER SECTOR)
(N) T-MOBILE ANTENNASCOMMSCOPE - FFHH-65C-R3
(3 TOTAL, 1 PER SECTOR)
B1
C1
(E) T-MOBILE RRUs TO REMAIN(3) FHFB(3) FRIG
(6 TOTAL, 2 PER SECTOR)
(E) JUNCTION BOX TO REMAIN(2 TOTAL)
ANTENNA PHOTO:
SCALE:ANTENNA SCHEDULE
4 NOT TO SCALESCALE:ANTENNA & RRU MOUNTING DETAIL
3 NOT TO SCALE
NOTE:ANTENNA NOT SHOWN FORCLARITY
NEW RRU
RRU MOUNTINGPLATE
PIPE MOUNT BRACKET(TYP OF 2)
(E) ANTENNA MOUNTINGPIPE
(E) ANTENNA
(E) ANTENNA MOUNTINGBRACKET
(E) ANTENNA MOUNTINGBRACKET
NEW RRU
ANTENNA SCHEDULE (VERIFY WITH CURRENT RFDS)
TECHNOLOGYANTENNA
MANUFACTURER/ANTENNA MODEL
ANTENNAAZIMUTH
TOWER MOUNTEDEQUIPMENT
40°
RAD CENTER
100'-0"ALPHA L1900 ANDREWTMBXX-6517-A2M
(ALPHA)
40° AZIMUTH
(GA
MM
A)
280°
AZI
MUT
H
(BETA)
160° AZIMUTH
SECTOR POS.
A1
BETA B1
GAMMA C1
MECH.TILT
0°
0°
0°
ELECT.TILT FEEDLINE TYPE
(1) NOKIA FHFB
(6) 1 5/8" COAX(2) 1 1/4" HYBRID CABLE
A2
A3
A2
A3
C2
C3
(E) T-MOBILE ANTENNATO REMAIN
(6 TOTAL, 2 PER SECTOR)
(E) T-MOBILE RRUsTO BE REMOVED
(3) FRLB
(E) T-MOBILE TMAs TO REMAIN(3 TOTAL, 1 PER SECTOR)
A1
B1
C1
(E) T-MOBILE RRUs(3) FHFB(3) FRIG
(6 TOTAL, 2 PER SECTOR)
(E) JUNCTION BOX(2 TOTAL)
(ALPHA)
40° AZIMUTH
(GA
MM
A)
280°
AZI
MUT
H
(BETA)
160° AZIMUTH
A2
A3
B2
B3
C2
C3
(E) T-MOBILE ANTENNA(6 TOTAL, 2 PER SECTOR)
(E) T-MOBILE TMAs(3 TOTAL, 1 PER SECTOR)
ALPHA L700/L600/N600U2100/G1900
COMMSCOPEFFHH-65C-R3A2 0°
ALPHA L2100A3 0°
BETA B2 0°
BETA B3 0°
GAMMA C2 0°
GAMMA C3 0°
ANDREWTMBXX-6517-A2M
40°100'-0"
40°100'-0"
160°100'-0"L1900 ANDREWTMBXX-6517-A2M
L700/L600/N600U2100/G1900
COMMSCOPEFFHH-65C-R3
L2100 ANDREWTMBXX-6517-A2M
100'-0"
100'-0"
280°100'-0"L1900 ANDREWTMBXX-6517-A2M
COMMSCOPEFFHH-65C-R3
L2100 ANDREWTMBXX-6517-A2M
100'-0"
100'-0"
L700/L600/N600U2100/G1900 280°
280°
160°
160°
(1) NOKIA FRIG
(2) JUNCTION BOX
(1) NOKIA AHLOA(1) TMAs
(1) NOKIA FHFB
(1) NOKIA FRIG
(1) NOKIA AHLOA(1) TMAs
(1) NOKIA FHFB
(1) NOKIA FRIG
(1) NOKIA AHLOA(1) TMAs
(N) T-MOBILE PLATFORM MOUNT(P/N: PERFECT 10 - PV-LPP)
(1 TOTAL)
4/8/19
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0C-4REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
SCALE:NOT USED
4 NOT TO SCALE
NOKIA - AHLOAWEIGHT (FULLY EQUIPPED): 83.8 LBS
SIZE (HxWxD): 22.1x12.1x7.4 IN.CONNECTOR TYPE: 4.3-1 FEMALE
SCALE:NOKIA - AHLOA
1 NOT TO SCALE
SCALE:NEW ANTENNA DETAIL
3 NOT TO SCALE
95.9
0"
NEW ANTENNA BRACKET (RFSPART # AMP40-2)
NEW ANTENNA PIPES TOBE 3" DIA.
TOP VIEW9.30" 25.20"
SIDE VIEW FRONT VIEW
MANUFACTURER: COMMSCOPEMODEL: FFHH-65C-R3DIMENSIONS, HxWxD.in: 95.9"x25.2"x9.3"WEIGHT: 127.6 LBS
25.20"
9.30
"
SCALE:NOT USED
2 NOT TO SCALE
4/8/19
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0C-5REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
SCALE:RFDS (T.B.D.)
1 NOT TO SCALE
4/8/19
![Page 10: 9285 DRENNEN ROAD COLORADO SPRINGS, CO 80925€¦ · concrete cast against earth.....3 in. concrete exposed to earth or weather: #6 and larger.....2 in. #5 and smaller & wwf.....1](https://reader035.vdocument.in/reader035/viewer/2022071116/5fff82cc4bad7a2f87280d82/html5/thumbnails/10.jpg)
0G-1REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
SCALE:NOT USED
1 NOT TO SCALE
SCALE:TYPICAL ANTENNA GROUNDING DIAGRAM
2 NOT TO SCALE
ALPHA
EXISTING UPPER TOWER GROUND BAR
EXISTING GROUND WIRE (TYP)
EXISTING ANTENNA SUPPORT HEADFRAME (TYP)
BETA GAMMA
SCALE:NOT USED
3 NOT TO SCALE
4/8/19
![Page 11: 9285 DRENNEN ROAD COLORADO SPRINGS, CO 80925€¦ · concrete cast against earth.....3 in. concrete exposed to earth or weather: #6 and larger.....2 in. #5 and smaller & wwf.....1](https://reader035.vdocument.in/reader035/viewer/2022071116/5fff82cc4bad7a2f87280d82/html5/thumbnails/11.jpg)
0G-2REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
NOTES:
1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED.
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS.
3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL.
NOTES:
1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED.
2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS.
3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL.
TO ANTENNA COAX
TWO HOLE LONG BARREL COMPRESSIONLUG (TYP)
NOTES:
1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS.
2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY).
3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER.
TO ANTENNA COAX
COPPER/GALVANIZED GROUND BAR
6 AWG STRANDED Cu WIRE WITHGREEN, 600V, THWN INSULATION
(OR AS PROVIDED WITH GROUNDKIT) (TYP)
2/0 TINNED BARECOPPER WIRE
EXOTHERMIC WELD (TYP)
GROUND WIRENOTE 3
GROUND WIRESEE NOTE 3
NOTES:
1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATIONS ANDCONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE TOWER SHALL HAVE GROUNDKITS AT THE MIDPOINT. PROVIDE AS REQUIRED.
2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. TOWERS. ALLMECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING.
3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OFANSI/TIA 222 AND NFPA 780.
ANTENNA GROUND BARLOCATED AT MCL(BONDED TO TOWER STEEL)
2 HOLE LUG (TYP)
COAX GROUND BAR WITHINSULATORS, CONNECTEDDIRECTLY TO THE BOTTOM OFMONOPOLE. SEE NOTE 1.
MECHANICAL CONNECTION(TYP)
MONOPOLE PIER
MONOPOLE℄
TO BTS EQUIPMENT VIATRAY OR ICE BRIDGE
COAX CABLE(TYP FOR ALL)
STANDARD COAXCABLE GROUND KIT
(TYP)
INSPECTION WELL
TO ANTENNA
TO TOWER MOUNTED EQUIPMENT(TYP)
#2 SOLID TINNED COPPERCONDUCTOR TO TOWER/SHELTERGROUND RING (2 TYP. FOR BOTTOMGROUND BAR ONLY)TWO HOLE LONG BARREL COMPRESSION LUG (TYP)
SCALE:ANTENNA GROUND BAR DETAIL
1 NOT TO SCALE SCALE:TOWER/SHELTER GROUND BAR DETAIL
2 NOT TO SCALE
SCALE:TYPICAL ANTENNA CABLE GROUNDING
4 NOT TO SCALE SCALE:HARDWARE DETAIL FOR EXTERIOR CONNECTIONS
5 NOT TO SCALE
SCALE:INSPECTION WELL DETAIL
3 NOT TO SCALE
T/FINISH GRADE
CADWELD TEST LOOP TOGROUND RING WIRE
8" PVC PLUG
8" PVC PLUG CPLG. (THRD.)
SUBGRADE
#2 SOLID (TEST LOOP)
NOTCH SIDES OF 8" PVC SCH 40 PIPETO ALLOW EXIT/ENTRANCE OFGROUND RING WIRE
TRENCH BOTTOM
2/0 TINNED CU EXTERNALTOWER GROUND RING WIRE
8"
30"
SEE
DES
IGN
NO
TE 2
6"
SINGLE CONNECTOR AT GROUND BARS
STAINLESS STEELFLAT WASHER(TYP)
STAINLESS STEEL NUT(TYP)
GROUNDBAR
STAINLESS STEELFLAT WASHER(TYP)
STAINLESS STEEL BOLT(TYP)
STAINLESS STEELBELLVILLE WASHER
(TYP)
STAINLESS STEELFLAT WASHER(TYP)
STAINLESS STEEL NUT(TYP)
STEEL
STAINLESS STEELFLAT WASHER
STAINLESS STEEL BOLT
STAINLESS STEELBELLVILLE WASHER
(TYP)
2-HOLE CRIMP/COMPRESSION
CONNECTOR
DRAGON TOOTH WASHER(TYP)
SINGLE CONNECTOR AT STEEL OBJECTS
STAINLESS STEELFLAT WASHER(TYP)
METALLIC OBJECTDRAGON TOOTHWASHER
(TYP)
2-HOLE CRIMP/COMPRESSION
CONNECTOR
STAINLESS STEELSELF-DRILLINGMETAL SCREW
(TYP)
SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS
2-HOLE CRIMP/COMPRESSION
CONNECTOR
NOTES:
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
EXOTHERMIC WELD
30"
(MIN
)
SEE
DES
IGN
NO
TE 2
GRADE
SCALE:GROUND ROD DETAIL
6 NOT TO SCALE
NOTES:
1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE VERTICAL2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D)
EXOTHERMIC WELD
GROUND RING #2 COPPER WIRE SOLID,TINNED FOR CARRIER AND ICE BRIDGEGROUND LOOP
GROUND RING 2/0 FORTOWER GROUND LOOP
GROUND ROD COPPER CLADSTEEL ROD W/MIN. 5/8 Ø x10'-0" LONG
6" WIDE METALLIC HTELWARNING/LOCATOR TAPE AT 12"DEPTH
COPPER/GALVANIZED GROUND BAR
4/8/19
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NOTE: MINIMUM OF3 THREADS TO BE
VISIBLE(TYP)
2 HOLE LONGBARREL TINNEDSOLID COPPER
LUG(TYP)
TIN COATED SOLIDCOPPER BUS BAR
CHERRY INSULATORINSTALLED IF REQUIRED
S/S NUT(TYP)
S/S SPLITWASHER(TYP)
S/S FLATWASHER(TYP)
S/S FLATWASHER(TYP)
S/S BOLT(TYP)
NOTES:
1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALLHARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE ASFOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT.
BURNDY GROUND LUG W/LONG BARREL
(SEE CHART)
BURNDY TWO HOLE LUG W/LONG BARREL(SEE CHART)
BARE WIRE TO BENO-OX AT BOTH ENDS
GROUNDINGCONDUCTOR
NUT(TYP)
LOCK WASHER(TYP)
BOLT(SEE CHART)(TYP)
GROUND BAR
STRANDED (GREEN INSULATED) ONLY FOR #6 AWG(SEE CHART)
WIRE SIZE
#6 AWG GREEN INSULATED
#2 AWG SOLID TINNED
#2 AWG STRANDED
#2/0 AWG STRANDED
#4/0 AWG STRANDED
YA6C-2TC38
YA3C-2TC38
YA2C-2TC38
YA26-2TC38
YA28-2N 1/2" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
3/8" - 16 NC S 2 BOLT
BURNDY LUG BOLT SIZE
*TWO HOLE LUG, OR EXOTHERMICWELD TO BE USED WITH #2 AWG BARE
CONDUCTOR WIRE TO BUILDINGSERVICE GROUND OR GROUND RING
#6 AWG MIN. FROM ANTENNA CABLEGROUND KIT
GROUND BAR ON SHELTER. ICEBRIDGE, OR ON ANTENNA TOWER
GROUNDING SHALL BE ELIMINATEDWHEN GROUND BAR IS ELECTRICALLYBONDED TO METAL TOWER
#2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUITFROM 24" BELOW GRADE TO WITHIN 3" TO 6" OFCAD-WELD TERMINATION POINT. EXPOSED ENDOF THE LIQUID TIGHT CONDUIT MUST BE SEALED
WITH SILICONE CAULK.
TIE INTO EXISTING GROUND RING
PIPE
TYPE VV
TYPE GY
TYPE GRTYPE VN TYPE NC
TYPE VS TYPE VB
TYPE SS
TYPE PT
NOTE:
1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC MOLDS TO BE USEDFOR THIS PROJECT.
2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD.
TYPE 2-YA-2 TYPE XA TYPE YA-2TYPE HS
HEAT SHRINK(CLEAR)
CABLE CONNECTOR
(TYPICALLY)12" TO 24"120" MAX.
ANTENNA CABLE
CABLE GROUND KIT
WEATHERPROOFING KIT (SEE NOTE3)
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWNTO GROUND BAR.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BYCABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED.
#6 AWG STRANDED COPPER GROUND WIRE (GROUNDEDTO GROUND BAR). SEE NOTE 1 & 2
2 1/
2"D
IA. M
AX.
#6 AWG
WEATHERPROOFINGKIT(TYP)
GROUND KIT (TYP)
COPPER/GALVANIZED COAXGROUND BAR BONDEDDIRECTLY TOWER
RX2
ANTENNA CABLETO BTS EQUIPMENT (TYP.)
TX1/RX1
TO ANTENNAS
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TOANTENNA GROUND BAR.
2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED.
SCALE:CADWELD GROUNDING CONNECTIONS
1 NOT TO SCALE
SCALE:MECHANICAL LUG CONNECTION
2 NOT TO SCALE
SCALE:CABLE GROUND KIT CONNECTION
3 NOT TO SCALE
SCALE:GROUND CABLE CONNECTION
4 NOT TO SCALE
SCALE:GROUNDWIRE INSTALLATION
5 NOT TO SCALE
SCALE:GROUND BAR DETAIL
6 NOT TO SCALE SCALE:LUG DETAIL
7 NOT TO SCALE SCALE:TRANSITIONING GROUND DETAIL
8 NOT TO SCALE
COAX JUMPER (TYP.)
CONNECTORWEATHERPROOFING KIT
(TYP. SEE NOTE 2)
CADWELD(TYP)
INSULATORSSEE NOTE 2.
(TYP)
WALL BRACKET(TYP)
TW0-HOLECOMPRESSION LUG
NOTES:
1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE USA INC.TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY QAS-STD-10091. NO MODIFICATION ORDRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD-WELDING ON THE TOWER AND/ORIN THE AIR ARE NOT PERMITTED.
2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEELUSE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS.
UNIVERSAL COPPERGROUND BAR (4"x20")
LOCK WASHERP/N M10
(TYP)
3/8-11x1" TAMPERRESISTANT BOLT
(TYP)
TYPE GT²
0G-3REVISION:SHEET NUMBER:
ISSUED FOR:DRWNREV DESCRIPTION DES./QADATE
0 04/08/19 VT SAFINALS
2055 S. STEARMAN DRIVECHANDLER, AZ 85286
2323 DELGANY STREETDENVER, CO 80216
T-MOBILE SITE NUMBER:
BU #:
EXISTING
6801 PORTWEST DR. STE 100,HOUSTON, TX 77024OFFICE 713-677-0964
P. MARSHALL & ASSOCIATES
DN03486D
823518
MONOPOLE100 FT.
COLORADO SPRINGS, CO80925
CS_CUCHARES_RANCH
9285 DRENNEN ROAD
IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT.
PROJECT NUMBER:
4CTM19-020
COLORA DO LICENSED
PRO FES S IO N A L ENGIN
EER
0053529
ANDREI BARBA
4/8/19