CROWN CASTLE CONSENT REQUEST DRAWINGS TMOBILE.PDF

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2625 S PLAZA DR ST 400
TEMPE, AZ 85282
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T-MOBILE SITE NUMBER: PH21005F CROWN CASTLE BU #: 800612
41835 N CASTLE HOT SPRINGS RD CROWN)
QC
T-MOBILE SITE NAME: CROWN: 2000TUC SITE ADDRESS: PEORIA, AZ 85373 CAST
COUNTY: MARICOPA 2055 S. STEARMAN DRIVE
SITE TYPE: MONOPOLE CHANDLER, AZ 85286
TOWER HEIGHT: 80'-0" JURISDICTION: MARICOPA COUNTY
PROJECT: T-MOBILE L600
GPD GROUP, INC.
SITE INFORMATION DRAWING INDEX LOCATION MAP 520 South Main Street, Suite 2531
Akron, OH 94311
330.572.2100 Ea. 330.572.2102
CROWN CASTLE SITE NAME: AZ LAKE PLEASANT CAC SHEET # SHEET DESCRTPTION
SITE ADDRESS: 41835 N CASTLE HOT SPRINGS RD T-1 TITLE SHEET
PEORIA, AZ 85373 GPD JOB #: 2018724.75.800612.01
MARICOPA T-2 GENERAL NOTES Lake Pleasant
COUNTY: Regional Park ...1
MAP/PARCEL #: 201-25-005 T-3 ELECTRICAL NOTES
AREA OF CONSTRUCTION: EXISTING C-1 EXISTING SITE PLAN T-MOBILE SITE NUMBER:
LATITUDE: 33° 50 48.5" C-2 EXISTING EQUIPMENT LAYOUTS
PH21005F
LONGITUDE: -112° 16' 40.8" C-3 EXISTING AND FINAL ANTENNA LAYOUTS
LAT/LONG TYPE: NAD83 C-4 EXISTING AND FINAL TOWER ELEVATIONS 47—
GROUND ELEVATION: 1822 C-5 ANTENNA SPECIFICATIONS & DETAILS (REFERENCE ONLY) SITE BU #: 800612
CURRENT ZONING: SR-43 AZ LAKE PLEASANT CAC
C-6 PLUMBING DIAGRAM (REFERENCE ONLY)
JURISDICTION: MARICOPA COUNTY
G-1 ANTENNA GROUNDING DETAILS
OCCUPANCY CLASSIFICATION: U 41835 N CASTLE HOT SPRINGS
TYPE OF CONSTRUCTION: IIB G-2 GROUNDING DETAILS RD
A.DA COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION PEORIA, AZ 85373
PROPERTY OWNER: USA-BOR
10100W OVERLOOK DR EXISTING 80'-0" MONOPOLE
MARRISTOWN, AZ 85342 Morristown NOW River Hy.).
TOWER OWNER: CROWN CASTLE
2000 CORPORATE DRIVE ISSUED FOR:
CANONSBLTRG, PA 15317 DATE DRAW DESCRIPTION DES.NA'
ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR FULL SIZE. Morristown tOWS RIVET Hwy — — 0 03.022018 Cp.! PRELIMINARY INVE
APPLICANT/CARRIER: T-MOBILE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
2625 S PLAZA DRIVE #400 AND CONDMONS ON THE JOB SITE AND SHALL BLALEDIATELY NOTIFY
TEMPE, AZ 85282 THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE ) NO SCALE
CROWN CASTLE \ 44 . PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. DRIVING DIRECTIONS FROM T-MOBILE LOCAL OFFICE (2625 S PLAZA DR, TEMPE, AZ 85282)
APPLICATION ID: 434283 GET ON I-10 W FROM SPRIEST DR AND W BROADWAY RD 6 MIN (1.8 MI), HEAD NORTH ON S PLAZA DR 240 FT, TURN RIGHT TOWARD S PRIEST DR 0.1 MI, TURN LEFT ONTO S
r PRIEST DR 0.4 MI, USE THE LEFT 2 LANES TO TURN LEFT ONTO W BROADWAY RD 0.6 MI, USE THE RIGHT 2 LANES TO MERGE ONTO I-10 W VIA THE RAMP TO PHOENIX 0.6 MI,
PROJECT DESCRIPTION TAKE 1-17 N TO AZ-74 W/W CAREFREE HWY. TAKE EXIT 223A FROM 1-17 N 31 MIN (33.40:19, MERGE ONTO I-10 W 3.3 Aff, KEEP RIGHT AT THE FORK TO CONTINUE ON 1-17 N 29.7
ELECTRIC PROVIDER: TED MI, TAKE EXIT 223A FOR CAREFREE HWY 0.4 MI, CONTINUE ON AZ-74 W. DRIVE TON OVERLOOK RD IN PEORIA 23 NIIN (17.0 MI), USE THE LEFT 2 LANES TO TURN LEFT ONTO
TBD AZ-74 W/W CAREFRE.E HWY, CONTINUE TO FOLLOW AZ-74 W 0150:11, TURN RIGHT ONTO N CASILE HOT SPRINGS R013 MI, TURN RIGHT ONTO LAKE PLEASANT ACCESS RD (18
THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND MI, ,..... TURN RIGHT ONTO SPARK 10) 1.9 MI, SPARK RD TURNS LEFT AND BECOMES N OVERLOOK RD, DESTINATION WILL BE ON THE RIGHT 0.5S11
LCO PROVIDER: TED CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE
Q TED WIRELESS FACILITY.
TOWER (APPLICABLE CODES/REFERENCE) r SITE PHOTO:
PROJECT TEAM • REMOVE (3) ANTENNAS
• REMOVE (9) TAIAs DOCUMENTS THIS DOCUMENT IS
• INSTALL (7) ANTENNAS PRELIMINARY IN
CROWN CASTLE A&E FIRM: • INSTALL (8) RRIIs ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
CROWN CASTLE • INSTALL (1) NEW LARGE COVP ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING NATURE AND IS NOT A
2000CORPORATE DRIVE • INSTALL (1) 1-3/5" HYBRID CABLE CODES AS ADOP 1ED BY THE LOCAL GOVERNING AUTHORITIES.
CANONSBURG, PA 15317 NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK FINAL, SIGNED AND
CROWNAE.APPROVALOCROWNCASTLE.COM NOT CONFORMING TO THESE CODES: SEALED DOCUMENT
CROWN CASTLE CONTACTS: CODE TYPE CODE
2055 S. STEARMAN DRIVE BUILDING 2012 IBC
CHANDLER, AZ 85286 MECHANICAL 2012 IMC
— - PROJECT MANAGER DESIGN PACKAGE BASED ON THE APPLICATION ELFCTRICAL 2011 NEC
ID: 434283
- CONSTRUCTION MANAGER REVISION: 1
RACHAEL CARSON - A&E PROJECT MANAGER NOTES: REFERENCE DOCUMENTS.
(602) 845-1721 PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT STRUCTURAL ANALYSIS: BY B+T GROUP
THE CROWN NOC AT 800-788-7011 & CROWN CONSTRUCTION DATED APRIL 23,2018 rr TS A VIOLATION OF LAW FOR ANY THE PERSON, DIRECTION
T-MOBILE CONTACTS: UNLESS THEY ARE ACTING UNDER
2625 S PLAZA DRIVE ST400 MANAGER OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
TEMPE, AZ 85282
PEGGY OWEN- PROJECT MANAGER CALL ARIZONA ONE CALL SHEET NUMBER:
(405) 209-7175 (800) 782-5348
T-1
RAYMOND JORDAN - CONSTRUCTION MANAGER CALL 3 WORKING DAYS
(951) 236-0912 BEFORE YOU DIG! I

SITE WORK GENERAL NOTES: MASONRY NOTES:
rT
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 1. HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE
CONSTRUCTION. N. TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY
(Wm) SHALL BE 1500 PSI.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE
ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED 2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.1A. C270 TIP. "S' 2625 S PLAZA DR ST 400
FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY MORTAR AND SHALL HAVE A MINIMUM CON1PRESSIVE STRENGTH OF 2000 PSI.
CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN TEMPE, AZ 85282
EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL 3. GROUT SHALL MEET A.S.T.11. SPECIFICATION C475 AND HAVE A MINIMUM 28 DAY
PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE COMPRESSIVE STRENGTH OF 2000 PSI.
LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING
AND EXCAVATION. 4. CONCRETE MASONRY SHALL BE LAD IN RUNNING (COMMON) BOND.
3. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 'INSTALLATION STANDARDS FOR 5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE CROW N -1
CONSTRUCTION ACTIVITIES ON CROWN CASTLE TOWER SITE AND LATEST VERSION OF TLA REMOVED UNTIL GROUT IS FULLY CURED. a __ CASTLE
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 MID
PROJECT SPECIFICATIONS. 2055 S. STFARMAN DRIVE
5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE CHANDLER, AZ 85286
REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. GENERAL NOTES:
6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES. WHICH
INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING. THE FOLLOWING DEFINMONS SHALL APPLY:
PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE CONTRACTOR- TBD
EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR SUBCONTRACTOR- GENERAL CONTRACTOR (CONSTRUCTION) 40A1
LOCAL UTILITIES. CARRIER- T-MOBILE
TOWER OWNER- CROWN CASTLE
7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL OEM- ORIGINAL EQUIPMENT MANUFACTURER
SPECIFICATION FOR SITE SIGNAGE. GPD GROUP, INC
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL
8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS SITE TO FAMILIARIZE WITH THE EXISTING CONDMONS AND TO CONFIRM THAT THE WORK CAN 520 South 1-1,0 Street, SuRe 2531
EQUIPMENT AND TOWER AREAS. BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND Avon, OH 14311
SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND CROWN CASTLE. 330.572.2100 F.; 330.572.2102
N. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN
MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL ..
10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS
PRIOR TO FINISHED SURFACE APPLICATION. AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE GPD JOB #: 2018724.75.800612.01
WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND
11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY MILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND
THE TOWER. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND APPLICABLE REGULATIONS.
STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS.
12. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE T-MOBILE SITE NUMBER:
EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN ONLY.
CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. PH21005F
S. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,
13. NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED
PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. ON THE DRAWINGS.
BU #: 800612
14. ALL CONSTRUCTION N1EANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION B. "KITTING usr SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED
PLANS, RIGGING PLANS, CLIMBING MANS, AND RESCUE PLANS SHALL BE THE BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL AZ LAKE PLEASANT CAC
RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE BE SUPPLIED BY THE SUBCONTRACTOR.
WORK CONTAINED HEREIN AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDMON); FEDERAL, 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH
STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 41835 N CASTLE HOT SPRINGS
RELATED TO THE CONSTRUCTION ACTNMES BEING PERFORMED. ALL RIGGING PLANS SHALL
ADHERE TEA ANSI/ASSE A10.48 (LATEST EDITION) AND CROWN STANDARD CED-STD-10253 B. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, RD
INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS IV THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY
CONSTRUCTION TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH THE THE CONTRACTOR AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF PEORIA, AZ 85373
ANSI/SA-322 (LATEST EDITION). INSTALLATION.
B. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND TI CABLES,
GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. EXISTING 80'-0" MONOPOLE
STRUCTURAL STEEL NOTES: 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS,
LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT
SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. ISSUED FOR:
1. ALL STEEL WORK SHALL BE PANTED IN ACCORDANCE WITH THE PROJECT 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH
SPECIFICATIONS AND IN ACCORDANCE WITH AST/.1 A36 UNLESS OTHERWISE NOTED. AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS REV DATE DAWN DESCRIPTION DES./QA
2. BOLTED CONNECTIONS SHALL BE AS11.1 A325 BEARING TYPE (3/4°0) CONNECTIONS AND REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. A 01,023818 CJM PRELIMINARY 1,"
SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDMON. TRASH AND DEBRIS SHOULD
BE REMOVED FROM SITE ON A DAILY BASIS.
3. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASThl A307
BOLTS UNLESS NOTED OTHERWISE.
4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER i a
MANUFACTURER'S RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD
SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS
SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR
APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY 1 ABBREVIATIONS AND SYMBOLS:
GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S
MAXIMUM ALLOWABLE LOADS.
ABBREVIATIONS: SYMBOLS'
AGL ABOVE GRADE LEVEL d'S/Gi- SOLID GROUND BUS BAR
BOO BASE TRANSCEIVER STATION
EXISTING ATS/Nti- SOLID NEUTRAL BUS BAR
MI MINIMUM
RE REFERENCE SUPPLEMENTAL GROUND CONDUCTOR THIS DOCUMENT IS
CONCRETE AND REINFORCING STEEL NOTES: RF RADIO FREQUENCY
T.B.D. TO BE DETERMINED 2-POLE THERMAL-MAGNETIC CIRCUIT PRELIMINARY IN
T.B.R. TO BE RESOLVED BREAKER
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI TIP TYPICAL NATURE AND IS NOT A
336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION REQ REQUIRED SINGLE-POLE THERMAL-MAGNETIC
FOR CAST-IN-PLACE CONCRETE. EGR EQUIPMENT GROUND RING CIRCUIT BREAKER FINAL, SIGNED AND
AWG AMERICAN WIRE GAUGE
2. ALL CONCRETE SHALL HAVE A IAINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT IAGB MASTER GROUND BAR 4/10 CHEMICAL GROUND ROD SEALED DOCUMENT
28 DAYS, UNLESS NOTED OTHERWISE SLAB FOUNDATION DESIGN ASSUMING EG EQUIPMENT GROUND
ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, RCA BARE COPPER WIRE O TEST WELL
SIAD SMART INTEGRATED ACCESS DEVICE
3, REINFORCING STEEL SHALL CONFORM TO AST/A A615, GRADE 60, DEFORMED DEN GENERATOR CH DISCONNECT SWITCH
UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTTA A185 IGR INTERIOR GROUND RING (HALO)
WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS RBS RADIO BASE STATION • 1AETER
-13" AND ALL HOOKS SHALL BE STANDARD, UNO.
▪ EXOTHERMIC WELD (CADWELD)
4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING (UNLESS OTHERWISE NOTED)
STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH 3 IN. • MECHANICAL CONNECTION
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER 2 IN. GROUNDING WIRE IT IS A VIOLATION OF LAW FORAM' PERSON,
15 AND SMALLER St WWF 1 1/2 IN. UNLESS THEY ARE ACTING UNDER THE DIRECTION
CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE OP A LICENSED PROFESSIONAL ENGINEER,
GROUND: TO ALTER THIS DOCUMENT.
SLAB AND WALLS 3/4 IN.
BEAMS AND COLUMNS 1 1/2 IN. SHEET NUALBER:
5. A CHAMFER 3/4' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,
UNLESS NOTED OTHERWISE IN ACCORDANCE WITH Act 301 SECTION 4.2.4,

(ELECTRICAL INSTALLATION NOTES: GREENFIELD GROUNDING NOTES:
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT Mobila
SPECIFICATIONS, NEC AND ALL APPUCABLE FEDERAL, STATE, AND LOCAL I. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION,
CODES/ORDINANCES. RADIO, LIGHTNING PROTECTION AND AC POWER DES'S) SHALL BE
BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 2625 S PLAZA DR ST 400
THAT ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED.
2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL TEMPE, AZ 85282
3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND
REQUIREMENTS OF THE NEC. HILTI EPDXY ANCHORS ARE REQUIRED BY CROWN CASTLE. ELECTRODE SYSTEMS, THE SUBCONTRACTOR SHALL FURNISH AND
INSTALL SUPPLEIAENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS A TEST RESULT OF 5 OHMS OR LESS.
REQUIRED BY THE NEC.
3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT CROWN1
ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (LE., HOTS), GROUNDING AND THE CONDUIT AND PROVIDE TESTING RESULTS.
Ti CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ,t,„• CASTLE
ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, 4. IAETAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE
OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY
BONDING ACROSS THE DISCONTINUITY WITH #6 AND COPPER WIRE IR 2055 S. STEARMAN DRIVE
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER APPROVED GROUNDING TYPE CONDUIT CLAMPS. CHANDLER, AZ 85286
COLOR SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,
PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACDY RATING AND 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED
BRANCH CIRCUIT ID NUMBERS (LE PANEL BOARD AND CIRCUIT ID'S). EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS
WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL
8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS
SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. EQUIPMENT.
N. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE ALLASTER
SHARP EDGES. GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT
GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR GPD GROUP, INC.
10. POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE BTS; 2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS.
SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THY/N-2, 520 South f•Ialn Street, Sae 2531
CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET & DRY) OPERATION LISTED 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR 330.572.2100 Feu Akron, 330.572.2102 OH 44311
OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE
SPECIFIED. GROUND BUS ARE PERMUTED.
Ti. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND
CONDUCTOR (#6 AND OR LARGER), 600V, OIL RESISTANT THAN OR THWN-2 GREEN BARS AND THE GROUND RING SHALL BE #2 AWG SOLID TINNED C GP D JOB #: 2018724.75.800612.01
INSULATION CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) COPPER UNLESS OTHERWISE INDICATED.
OPERATION LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED
UNLESS OTHERWISE SPECIFIED. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL .1
NOT BE USED FOR GROUNDING CONNECTIONS.
12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE
MULTI-CONDUCTOR, TYPE TC CABLE (#14 AND OR LARGER), 600 V. OIL RESISTANT 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS
SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. T-MOBILE SITE NUMBER:
THAN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90' C (WET AND
DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR THE LOCATION USED 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING PH21005F
UNLESS OTHERWISE SPECIFIED. CONNECTIONS BELOW GRADE.
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR)
WIRE LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE SHALL BE FORMED USING HIGH PRESS CRIMPS. BU #: 800612
NUTS SHALL BE RATED FOR OPERA-HON AT NO LESS THAN 75' C (90' C IF
AVAILABLE). 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY AZ LAKE PLEASANT CAC
EXOTHERMIC WELD CONNECTIONS.
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN
ACCORDANCE WITH NBA, UL, ANSI/IEEE AND NEC. 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED
OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 41835 N CASTLE HOT SPRINGS
15. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC
SCHEDULE 40 OR RIGID PVC SCHEDULE BO FOR LOCATIONS SUBJECT TO PHYSICAL 15. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) RD
DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND
CONNECTIONS. PEORIA, AZ 85373
16. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID
NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A
INDOOR LOCATIONS. CORROSION RESISTANT MATERIAL.
EXISTING 80 1-0" MONOPOLE.
17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,
FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN
ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. ACCORDANCE WITH THE NEC.
18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-71TE FLEX) SHALL BE USED 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES ISSUED FOR:
INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. WITH 1-#2 AWG TIN-PLATED COPPER GROUND CONDUCTOR.
REV DATE DAWN DESCRIPTION DES./QA
19. CONDUIT AND -TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND 19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING A 05.022U18 CJM PRELDTINARY JWB
APPROVED FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC
OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS
20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN METALUC CONDUITS, METAL SUPPORT CUPS OR SLEEVES THROUGH
ACCORDANCE WITH NEW., UL, ANSI/IEEE AND NEC. WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT
TO MEET CODE REQUIREMENTS OR LOCAL CONDMONS, NON-METALLIC
21. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE
TO SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NONMETALUC CONDUIT t I
NEIAA 1 (OR BETTER). PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE
BONDED TO EACH END OF THE METAL CONDUIT.
22. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED
STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE
WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN MUST BE /2 TINNED SOLID IN 3/4° LIQUID TIGHT CONDUIT FROM 24 °
CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. BELOW GRADE TO WITHIN 3 ° TO 6° OF CAD-WELD TERMINATION POINT.
CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE SEALED
OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL
PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT
SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE AS WELL).
TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR
DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY
GALVANIZED MALLEABLE IRON BUSHIN ON INSIDE AND GALVANIZED MALLEABLE IRON THIS DOCUMENT IS
LOCKNUT ON OUTSIDE AND INSIDE.
PRELIMINARY IN
23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE NEC INSULATOR COLOR CODE
GALVANIZED OR EPDXY-COATED SHEET STEEL; SHALL MEET OR EXCEED UL 50 AND NATURE AND IS NOT A
RATED NEW. 1 (OR BETTER) INDOORS OR NEW. 3R (OR BETTER) OUTDOORS.
DESCRIPTION PHASE/CODE LLIILR WIRE COLOR FINAL, SIGNED AND
24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED
OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED LEG 1 BLACK SEALED DOCUMENT
NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 240/120 10
LEG 2 RED
25. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA AC NEUTRAL N WHITE
OS 2; AND RATED NEW. 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR GROUND (EGC) G GREEN
BETTER) OUTDOORS.
VDC POS "RED-POLARITY MARK
26. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE AT TERMINATION
CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 'BLACK-POLARITY
VDC NEG - IAARK AT
27. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES TERMINATION
AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND
STANDARDS TO SAFEGUARD LIFE AND PROPERTY.
PHASE A BLACK
28. INSTALL PLASTIC /ABEL ON THE METER CENTER TO SHOW -T-MOBILE". 240V OR 208V, 30 PHASE B RED(ORG. IF HI LEG) IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
29. ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD PHASE C BLUE OF A LICENSED PROFESSIONAL C ENGINEER,
INSTALLED. PHASE A BROWN TO ALTER THIS DOCUMENT.
480V, 39 PHASE B ORANGE
SHEET NUMBER: VISIO
PHASE C YELLOW
SEE NEC 210.5(C) 1) AND (2) T-3 A

&: •Mobilel
•
2625 S PLAZA DR ST 400
PARCEL ID: 201-25-006 TEMPE, AZ 85282
ZONING: SR-43
OWNER: USA—BOR
LEGAL DESCRIPTION: N2 SEC 20
EX E2 NE4 NE4 TN/OF
ER'3-61
2055 S. STEARMAN DRIVE
CHANDLER, AZ 85286
GPD GROUP, INC.
(E) ACCESS DRIVE 520 South Ham Street, Suke 2531
Akron, 06 44311
330.572.2100 Fax: 330.572.2102
(E) CROWN CASTLE
TELECOMMUNICATIONS
SITE (SEE SHEET C-2) pPD JOB #: 2018724.75.800612.01
(E) PROPERTY LINE 2600' 1189
(TYP.)
T-MOBILE SITE NUMBER:
PH21005F
BU #: 800612
PARCEL ID: 201-25-005 AZ LAKE PLEASANT CAC
ZONING: SR-43
OWNER: USA—BOR
LEGAL DESCRIPTION: S2 SEC EX TN 41835 N CASTLE HOT SPRINGS
PT DESC P/D 5616-168 RD
PEORIA, AZ 85373
PARCEL ID: 201-25-002
ZONING: SR-43
OWNER: USA—BOR EXISTING 80 1-0" MONOPOLE
LEGAL DESCRIPTION: BEG SW COR
OF SD SEC TH N ALG W LN SEC
2603.32' TN S 620 23' E 1730' ISSUED FOR:
TH S 500 35' E 830' TN S 620 PARCEL ID: 201 25 003
ZONING: SR-43 DATE DAWN DESCRIPTION
32 E 525.43' TO A PT OF INTER OWNER: USA—BOR A 05.023318 CJM PRELIMINARY
SEC WITH E LN TN S ALG E LB LEGAL DESCRIPTION: SEC 21 EX N2
1028.13' TO S4 COR TH N 890 NVV4 & EX W2 NW4 NE4 SD SEC 21
54' 38" W ALG S LN SW4 & EX ANY PT LY WI/IN PROP DESC
2611.47' TO POB 114.41 AC P/F 95-198874 & P/F 95-198875
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT A
FINAL, SIGNED AND
SEALED DOCUMENT
PARCEL ID: 201-25-004M
ZONING: SR-43
OWNER: USA-80R
LEGAL DESCRIPTION: TN PT NW4 LY N & E OF LN OAF
BEG NW COR SEC 29 TN SELY TO CEN SEC & POE TOG
WI E2 SEC & EX TN PT LY S OF MORRISTOWN NEW RIVER
RD EX PT LY WI/IN & SELY MCMWCD #1 CAN P/D
5881-33 & EX ST RTE 74 TN/OF P/D 9083-99 & EX
TN PT AKA WADDELL DAM LOCKOUT RD P/F 950706096 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.
(9 SHEET NUMBER:
SITE PLAN
, 1/16---V-0" (Full. SIZE) —.
1/32,1'-0 (1E07)

•I: -.Mobile.-
2625 S PLAZA DR. ST 400
TEMPE, AZ 85282
CASTLE
2055 S SIEARMAN DRIVE
CHANDLER, AZ 85286
(E) UTILITY FRAME
GPD GROUP, INC.
t t t t t t t t t t 520 South Main Street, Suite 2531
+ + + + + + + + + + + + Akron, OH 44311
+ + + + + + + + + + + + 330.572.2100 F. 330.572.2102
(E) ICE BRIDGE -...
(TYP) GPD JOB #: 2018724.75.800612.01
C
(E) GENERATOR
T-MOBILE SITE NUMBER:
PH21005F
(E) T—MOBILE FEEDLINES
(18) 7/8" COAX BU #: 800612
(2) 1/2" COAX
AZ LAKE PLEASANT CAC
(N) T—MOBILE FEEDLINES:
(1) 1-3/5" HYBRID
CABLE (±90') 41835 N CASTLE HOT SPRINGS
RD
(E) T—MOBILE 183 SQ. F7
CONCRETE PAD PEORIA, AZ 85373
EXISTING 80 1-0" MONOPOT.F
ISSUED FOR:
DATE DAWN DESCRIPTION
05.02.2018 cpt PRELIMINARY
+ + + + + + + + +
+ + + + + + + + + + -h +
(E) SHELTER (E) SHELTER
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT A
FINAL, SIGNED AND
SEALED DOCUMENT
(E) FENCE
rr IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER nm DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
0 EXISTING EQUIPMENT PLAN
1/4.=M-0* (FULL Si2E) SHEET NUMBER:
1/8"—M-0° (11a17)
-2
C

ANTENNA KEY
T
POSITION STATUS ANTENNA ANTENNA RAD AZIMUTH
DIMENSIONS CENTER
(HxWxD) 2625 S PLAZA DR ST 400
TEMPE, AZ 85282
A NEW QUAD PORT 75.8"x13"x3.15" 52 *-0" 0*
B NEW DUAL PORT 95.9"x25.2N9.3" 52'-0" 0'
D EXISTING QUAD PORT 75.8"x13"x3.15" 52'-0" 0' rb CROWN 1
CASTLE
E EXISTING MW DISH 96.1"x14.9"x13.3" 52'-0" 140'
F NEW QUAD PORT 75.8"x13N3.15" 52'-0" 140' 2055 S. STEARA1AN DRIVE
CHANDLER, AZ 85286
G NEW DUAL PORT 95.9"x25.2"x9.3" 52 .-0" 140*
H NEW QUAD PORT 75.8flx13N3.15" 52'-0" 140'
J NEW DUAL PORT 95.9 ..x25.2"x9.3" 52 .-0" 250'
GPD GROUP, INC
K NEW QUAD PORT 75.8N13"x3.15" 52'-O" 250'
520 South I4a8 Street, Sone 2531
Akron, OH 44311
L EXISTING QUAD PORT 75.8"x1 3"x3.15" 52' -0" 250' 330.572.2100 Fax: 330572.2102
..'"
(-INSTALLER NOTE1 (PD G JOB #: 2018724.75.800612.01
NEW EQUIPMENT TO BE PAINTED WITH RE
TRANSPARENT, UV RESISTANT, OUTDOOR
,.._RATED PAINT TO MATCH EXISTING.
T-MOBILE SITE NUMBER:
PH21005F
BU #: 800612
AZ LAKE PLEASANT CAC
(N) 1—MOBILE OW
JUNCTION BOX (1 TOTAL)
(ALPHA) (ALPHA) 41835 N CASTLE HOT SPRINGS
0' AZIMUTH (N) T—MOBILE QUAD PORT ANTENNA 0' AZIMUTH (E) T—MOBILE QUAD PORT RD
(4 TOTAL, POSMONS A/F/H/K) ANTENNA TO REMAIN (2 TOTAL, PEORIA, AZ 85373
(E) T—MOBILE ANTENNA TO BE REMOVED (E) T—MOBILE QUAD PORT 1 PER ALPHA Se GAMMA)
(2 TOTAL, 1 PER ALPHA de GAMMA) ANTENNA TO REMAIN (2 TOTAL, (N) 1—MOBILE FXFC
1 PER ALPHA 84 GAMMA) (2 TOTAL) (N) T—MOBILE AHLOA
(E) 1—MOBILE TI,444 TO BE REMOVED (3 TOTAL, 2 PER POS D, =STING 80'-0" MONOPOLE
(9 TOTAL, 3 PER SECTOR) =MK i / •,/ -17 N v's cIV ' 3 ' s**1 OP 1 PER POS
f / 0 L_=====lik $ \ • N\ :,_ (E) MW DISH TO REMIN
(1) MW DISH TO REMAIN / , /-- ISSUED FOR:
V' ' . 41-re
p , p„ 4/ DATE DRWN DESCRIPTION DES./QA;
/ / / A 05.022018 CJM PRELIMINARY JWB
\ 0 '
A
14) /
V i
(GAMMA)
250' AZIMUTH
(BETA)
140' AZIMUTH
5
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT A
FINAL, SIGNED AND
SEALED DOCUMENT
LT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT
SHEET NUMBER:
3 CA A
C —

iT-Mobile)
2625 S PLAZA DR 5T400
TEMPE, AZ 85282
00"--
a: CROWN
CASTLE
2055 S. STEARMAN DIUVE
CHANDLER, AZ 85286
r
GPD GROUP, INC.
520 South Main Street, Su te 2531
Akron, 051 44311
330.572.2100 Fax: 330.572.2102
'..
( GPD JOB #: 2018724.75.800612.01
..1
1—MOBILE EQUIPMENT 1—MOBILE EOUIPMFNT
(N) 1—MOBILE DUAL PORT ANTENNA
ANTENNA CL 52.-0° ANTENNA CL: 52'—Cr (3 TOTAL, POSMONS B/G/J) T-MOBILE SITE NUMBER:
MOUNT CL MOUNT CL: 52.-o- PH21005F
(N) 1—MOBILE JUNCTION BOX
(1 TOTAL)
(E) 1—MOBILE QUAD PORT BU #: 800612
ANTENNA TO REMAIN (2 TOTAL, AZ LAKE PLEASANT CAC
1 PER ALPHA & GAMMA)
41835 N CASTLE HOT SPRINGS
(N) 1—MOBILE AHLOA
(3 TOTAL, 2 PER POS D. RD
1 PER POS H)
PEORIA, AZ 85373
(N) 1—MOBILE FED
(E) 1—MOBILE ANTENNA TO BE REMOVED (3 TOTAL, 2 PER POS B. 1 PER POS H)
(2 TOTAL, 1 PER ALPHA & GAMMA)
(N) 1—MOBILE FXFC EXISTING 80'-0" MONOPOLE
(E) 1—MOBILE TMAs TO BE REMOVED (2 TOTAL) I
(9 TOTAL, 3 PER SECTOR) (N) T—MOBILE QUAD PORT ANTENNA
(4 TOTAL, POSMONS A/F/H/K) ISSUED FOR:
DATE DAWN DESCRIPTION DES4Q
05.022018 ULM PRELIMINARY JWB
(E) 7—MOBILE FEEDUNES (E) T—MOBILE FEEDUNES
(18) 7/8 ° COAX (18) 7/8° COAX
(2) 1/2 ° COAX (2) 1/2° COAX
(N) 1—MOBILE FEEDUNES:
(1) 1 -3/5- HYBRID CABLE
(E) T—MOBILE EQUIPMENT ON PAD (E) 1—MOBILE EQUIPMENT ON PAD — \ .
THIS DOCUMENT IS
PRELIMINARY IN
NATURE AND IS NOT A
FINAL, SIGNED AND
SEALED DOCUMENT
IT IS A VIOLATION OF IAWFOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER: ws,0
C) EXISTING ELEVATION C),FI NAL ELEVATION 4
A
C
— —0" 1 ,-0

14
k)(- 4WH I • • Mobilel
QUAD PORT ANTENNA DUAL PORT ANTENNA
2625 S PLAZA DR ST 400
TEMPE, AZ 85282
a: CROWNI
CASTLE
2055 S. STEARMAN DRIVE
ANTENNA CHANDLER, AZ 85286
ANTENNA MOUNTING (TAP) PER PLAN
PIPE RAYCAP — ASU9339TYPO1
WEIGHT: 11.8 IJ3S
SIZE (HxWxD): 20.19x18.86x5.81 IN.
RATED WIND VELOCITY: 150 MPH (SUSTAINED) raA
OPERATING TEMPERATURE: —40' C TO +80' C
NOMINAL OPERATING DC VOLTAGE: 48 VDC
VOLTAGE PROTECTION RATING (NAP): 400V
520 South Mel Street, Sete 2531
Akron, OH 94311
330.572.2100 Fax: 330.572.2102
MOUNTING BRACKET RAYCAP - ASU93391'YPO1
(SUPPLIED 0/ANTENNA) 0
111 1 1 111
PPD JOB #: 2018724.75.800612.01
DIMENSIONS, HzWxD: 75.8° x 13° x 3.15° DIMENSIONS, 14xWxD: 95.9 W x 25.2° x 9.3•
(1925 x 331 x 80mm) (2437 x 640 x 235mm)
T-MOBILE SITE NUMBER:
WEIGHT, W/ WEIGHT, W/
PRE—MOUNTED BRACKETS: 55 lbs (25 kg) PRE—MOUNTED BRACKETS: 127.6 Ibs (57.9 kg) PH21005F
BU #: 800612
AZ LAKE PLEASANT CAC
1:1-1 ANTENNA DETAILS
-7111 1 1 CALE 41835 N CASTLE HOT SPRINGS
RD
PEORIA, AZ 85373
EXISTING 80 1-0" MONOPOLE
NOKIA — AHLOA
PENDING CLJENT INFORMATION
NOKIA - AHLOA
0
111‘,111 111 SCALE
REFERENCE
ONLY
,111111jppIm11111,
NOKIA — FXFC
NOKIA — FRIJ WEIGHT: 55.1 LBS
WEIGHT (FULLY EQUIPPED): 44.09 LBS SIZE (LxWxH): 5.2x22.1x19.4 IN.
SIZE (14xWxD): 21 A 5x11.41x4.84 IN.
NOKIA - FRIJ (;10KIA - EXEC IT IS A VIOLATION OF LAW FOR ANY PERSON,
0 UNLESS THEY ARE ACTING UNDER TFIE DIRECTION
77777 777- 7-0 SCALE 11)111 1 1 SCALE OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER: cvisicmj i .
C
-

T. • •Mobile
Configuration 6101A_R4 •
(Antenna and entiling for only one notice shovdn)
2625 S PLAZA DR ST 400
TEAIPE, AZ 85282
CROWN
%,,o) CASTLE
2055 S. STEARAIAN DRIVE
CHANDLER, AZ 85286
GPD GROUP, INC
52050,00 Main Street, Suite 2531
Akron, OH 94311
330.572.2100 Fax: 330.572.2102
( GPD JOB #: 2018724.75.800612.01
...1
T-MOBILE SITE NUMBER:
PH21005F
BU #: 800612
AZ LAKE PLEASANT CAC
41835 N CASTLE HOT SPRINGS
RD
PEORIA, AZ 85373
EXISTING 804 MONOPOLE
ISSUED FOR:
' REV DATE DAWN DESCRIPTION DES./QA
05_022018 gm PRELIMINARY TWB
i B
REFERENCE
ONLY
IT IS A VIOLATION OF LAN FOR ANY PERSON,
UNLESS TEES' ARE ACTING UNDER cwsio) TTIE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
TO ALTER THIS DOCUMENT.
SHEET NUMBER:
-6 A
C

• 'Mobile ..
ALPHA BETA GAMMA
S/S FLAT WASHER (TYP)
S/S BOLT (TYP)
PROPOSED GROUND FOR RRHs
(MECHANICAL CONNECTION) 411.1
GPD GROUP, INC
520 Satin Main Street, Sete 2531
EXISTING GROUND WIRE (TOP) 330.572.2100 Fax: Akron, 330.572.2102 00 44311
EXISTING ANTENNA SUPPORT HEADFRAME (TOP)
EXISTING UPPER TOWER GROUND BAR CD JOB #: 2018724.75.800612.01
GP
GROUNDING BAR AT TOWER
0 T-MOBILE SITE NUMBER:
trikc-tr-
PH21005F
BU #: 800612
AZ LAKE PLEASANT CAC
41835 N CASTLE HOT SPRINGS
RD
PEORIA, AZ 85373
EXISTING 801-0" MONOPOLE
ISSUED FOR:
EXISTING MONOPOLE DATE DRWN DESCRIPTION
01012018 PRELLMINARY
,i-_, •-i,-, _L.
..._....
/4.1 `s1M EXISTING T-MOBILE SECTOR GROUND BAR
/0.• / lei 1: ======g \ \ \ , 11, ' ([VP. OF 3 SECTORS)
\ \ \ s \ ve
NEWT-MOBILE RADIOS
®0 (8 TOTAL)
NEW SPRINT ANTENNAS
.. I A ‘ 5 007(0 i o 1 0 (7 TOTAL)
,///
• A \ • ° 1 /
\ . ,,,.. • • - 0 PROVIDE GROUNDING FOR RRHs (MECHANICAL
\ \ . CONNECTION) TO EXISTING SECTOR GROUND BAR
(USE EXISTING GROUND BAR, IF PRESENT)
\< \ t N \
0 EXISTING SPRINT SECTOR COLLECTOR BUS BAR.
RT• rr IS A VIOLATION OF LAW FOR ANY PERSON,
1 1 11 UNLESS THEY ARE ACTING UNDER THE DIRECTION
OF A LICENSED PROFESSIONAL ENGINEER,
- 1111 1 11 1111 GROUND TO ALTER THIS DOCUMENT.
RODS
wsio
ANTENNA GROUNDING PLAN SHEET NUMBER:
L.0 G-1
ANTENNA GROUND DIAGRAM A
0

NOTES. WIRE SIZE BURNDY LUG BOLT SIZE
#6 ARC ?AIN. FROM ANTENNA 1. ALL GROUNDING LUGS ARE TO
CABLE GROUND BE INSTALLED PER #6 AWG GREEN INSULATED YA6C-2TC38 3/8" — 16 NC 5 2 BOLT
tc-\ MANUFACTURER'S
SPECIFICATIONS. ALL HARDWARE T
BOLTS, NUTS, LOCK WASHERS #2 ARC SOLID TINNED YA3C-2TC38 3/8" — 16 NC S 2 BOLT
TYPE HS TYPE 2—YA-2 TYPE TA TYPE YA —2 TYPE GY ALL SHALL HARDWARE BE STAINLESS ARE TO STEEL. BE AS
#2 AWG STRANDED YA2C-2TC38 3/8" — 16 NC 5 2 BOLT
FOLLOWS: BOLT, FLAT 2625 S PLAZA DR ST 400
WASHER,GROUND BAR, GROUND
LUG, FIAT WASHER AND NUT. #2/0 ABC STRANDED YA26-2TC38 3/8' — 16 NC S 2 BOLT TEAIPE, AZ 85282
GROUND BAR ON SHELTER. ICE
BRIDGE, OR ON ANTENNA TOWER
#4/0 AWG STRANDED YA28-2N
TYPE TN TYPE NC TYPE SS TYPE GR en% CROWN
%.• CASTLE
TWO HOLE LUG, OR GROUNDING SHALL 2055 S STEARMAN DRIVE
EXOTHERMIC WELD TO BE USED BE ELIMINATED
WITH n AIYG BARE CONDUCTOR WHEN GROUND BAR CHANDLER, AZ 85286
WIRE TO BUILDING SERVICE IS ELECTRICALLY .}
GROUND OR GROUND RING BONDED TO METAL
TYPE VB TOWER
1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WIG-1 CONSTRUCTION MANAGER
FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. GPD GROUP, INC
2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD.
GROUNDWIRE INSTALLATION 520 South 1,1aln Street, SODA 2531
CADWELD GROUNDING CONNECTIONS 0 ® MECHANICAL LUG CONNECTION Akron, OH 44311
• 330.572.2100 Fac 330.572.2102
0 IHROY .0)
• ccc
NOTE: MINIMUM OF GPD JOB #: 2018724.75.800612.01
3 THREADS TO BE S/S NUT (GYP)
VISIBLE (TYP)
S/S SPLIT
2 HOLE LONG WASHER (GYP)
BARREL TINNED S/S FLAT T-MOBILE SITE NUMBER:
ANTENNA CABLE 50110 COPPER
LUG (TAP) WASHER (GYP) PH21005F
TN COATED SOLID
COPPER BUS BAR BU #: 800612
COAX JUMPER (TYP.) S/S FLAT
WASHER (WP) AZ LAKE PLEASANT CAC
CONNECTOR S/S BOLT (GYP)
WEATHERPROOFING KIT 41835 N CASTLE HOT SPRINGS
(TAP. SEE NOTE 2) LUG DETAIL
(1) RD
iA1/411 I! TO SCALE
#6 AWG STRANDED COPPER GROUND WIRE PEORIA, AZ 85373
(GROUNDED TO GROUND BAR). SEE NOTE 1 & 2
CABLE CONNECTOR ANTENNA CABLE
TO BTS EQUIPMENT (TYP.) EXISTING 80'-0" MONOPOLE
NOTES:
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND
WIRE DOWN TO GROUND BAR. ISSUED FOR:
NOTES: ANTENNA GROUND BAR
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPUED OR LOCATED AT MCL DATE DAWN DESCRIPTION DES.]
RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND (BONDED TO TOWER STEEL) 05.022018 CJM
WIRE DOWN TO ANTENNA GROUND BAR. PRELIMINARY
3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL NOT
BE USED. 2. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT. COLD SHRINK SHALL NOT BE 2 HOLE LUG (GYP)
USED.
(9 CABLE GROUND KIT CONNECTION
6 AWG STRANDED Cu WIRE
WITH GREEN, 600V, TURIN
GROUND CABLE CONNECTION INSULATION (OR AS PROVIDED
0 WITH GROUND KIT) (GYP)
rAI11_ 11111)11
MECHANICAL CONNECTION
3/8-1 1 x 1 ° TAMPER (GYP)
RESISTANT BOLT
(GYP) COAX GROUND BAR WITH
INSULATORS INSULATORS, CONNECTED
SEE NOTE 2. DIRECTLY TO THE BOTTOM
(GYP) OF MONOPOLE. SEE NOTE 1.
TO ANTENNA COAX
2/0 TINNED BARE
COPPER/GALVANIZED GROUND BAR COPPER WIRE
r MONOPOLE PIER
i
GROUND WIRE
.6. 06.........00.0. SEE NOTE 3
. . 0 ......0.0.0.0. GROUND WIRE
0 0 0 0 00000000000000000 NOTE 3
INSPECTION WELL
TWO HOLE LONG BARREL NOTES: _J-
COMPRESSION LUG (TYP)
1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA
LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE
TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED.
NOTES: NOTES:
1. DOUBLJNG UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE TOWERS. rris A VIOLATION OF LAW FOR ANY PERSON,
1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NO1 TO BE INSTALLED ON CROWN CASTLE TOWER, PER THE ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI—OXIDANT COATING. UNLESS THEY ARE ACTING UNDER THE DIRECTION
GROUNDING NO IAODIRCATION DOWN OR CONDUCTOR DRILLING TO POLICY TOWER OAS—STD-10091. STEEL IS ALLOWED IN ANY FORM OR FASHION, CAD—WELDING ON 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE OF A LICENSED PROFESSIONAL ENGINEER,
• TO ALTER THIS DOCUMENT.
THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780.
3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL.
2. OMIT INSULATOR WFIEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL
USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS.
(9 GROUND BAR DETAIL (9 ANTENNA GROUND BAR DETAIL TYPICAL ANTENNA CABLE GROUNDING
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