9285 drennen road colorado springs, co 80925€¦ · concrete cast against earth.....3 in. concrete...

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,

0T-2REVISION:SHEET NUMBER:






BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


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

X

X

X X

0C-1.1REVISION:SHEET NUMBER:






BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


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

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"







BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


EER

0053529

ANDREI BARBA

NOTE:


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

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"







BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


EER

0053529

ANDREI BARBA

NOTE:


(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

ABCD

ABCD

A A

ABCD

0C-2REVISION:SHEET NUMBER:






BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


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

A

B

C

D

A

B

C

D

A

B

C

D







BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


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


(N) T-MOBILE ANTENNASCOMMSCOPE - FFHH-65C-R3


B1

C1

(E) T-MOBILE RRUs TO REMAIN(3) FHFB(3) FRIG


(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


(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


(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 FHFB

(1) NOKIA FRIG


(N) T-MOBILE PLATFORM MOUNT(P/N: PERFECT 10 - PV-LPP)

(1 TOTAL)

4/8/19







BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


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







BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


EER

0053529

ANDREI BARBA

SCALE:RFDS (T.B.D.)

1 NOT TO SCALE

4/8/19

0G-1REVISION:SHEET NUMBER:






BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


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







BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


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.


3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL.

TO ANTENNA COAX

TWO HOLE LONG BARREL COMPRESSIONLUG (TYP)

NOTES:


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 STEEL BOLT(TYP)

STAINLESS STEELBELLVILLE 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


METALLIC OBJECTDRAGON TOOTHWASHER

(TYP)


CONNECTOR

STAINLESS STEELSELF-DRILLINGMETAL SCREW

(TYP)

SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS


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

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







BU #:

EXISTING



DN03486D

823518

MONOPOLE100 FT.


CS_CUCHARES_RANCH

9285 DRENNEN ROAD



PROJECT NUMBER:

4CTM19-020

COLORA DO LICENSED


EER

0053529

ANDREI BARBA

4/8/19

9285 drennen road colorado springs, co 80925€¦ · concrete cast against earth.....3 in. concrete...

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