EXHIBIT D SITE PLAN.PDF

Exhibit D November 18, 2019
C C
GENERAL NOTES APPROVAL BOX
THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT AS SET FORTH IN THE! DEPARTMENT: SIGNATURE: DATE:
pevstisaicn
CONSTRUCTION DRAWINGS, CONTRACT DOCUMENTS AND THE COMPLETE SCOPE
OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED MC MGR, WIRELESS SYSTEM ™
THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND SPECIFICATIONS
MOT, PROJECT DIRECTOR
written SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE MOT. SR. PROJECT MANAGE”
BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE
spnor ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS OR OMISSONS PRIOR TO MOT. PR“MECT CM
THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL. IN THE EVENT OF EN“R.
MOT. MANAGER
DISCREPANCIES THE CONTRACTOR SHAL™ PRICE THE MORE COSTLY OR
ADWCOMM EXTENSIVE WORK UNLESS OTHERWISE DIRECTED. ADW PROJECT MANAGER
AA] MOTOROLA SOLUTIONS
ADW REGIONAL MANAGER 2900 S. DIABLO WAY,
CODE COMPLIANCE
BUILDING A, SUITE 150
TEMPE, ARIZONA 85282
without ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN
TELEPHONE: 847.576.5000
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWNG CODES AS
ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS PROJECT NOTES WWW.MOTFOROLASOLUTIONS.COM
format IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
2006 INTERNATIONAL BUILDING CODE (IBC) P25 RADIO SYSTEM INFRASTRUCTURE UPGRADE PROJECT NOTES;
any 2006 INTERNATIONAL EXISTING BUILDING CODE (IE8C}
1, THE FACILITY tS UNMANNED WITH RESTRICTED ACCESS.
1n 2006 INTERNATIONAL MECHANICAL CODE ((MC)
EQUIPMENT ROOM/SHELTER AND WILL. BE USED FOR THE
2006 INTERNATIONAL FUEL GAS CODE (IFGC) TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
reproduced 2006 INTERNATIONAL PLUMBING CODE (IPC) . s MARICOPA COUNTY COMMUNICATION
SITE CODE: SITE NAME:
2006 N TERNATIONAL ENERGY CONSERVATION CODE (IECC) 2- A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A
or 2005 11 NATIONAL ELECTRICAL CODE (NEC) MONTH FOR ROUTINE INSPECTION AND MAINTENANCE AND THE OMMUNIDATIONS SERVICES, INC
2008. FIRE CODE (FC) HARQ HARQUAHAL RQU A WORK ASSOCIATED WITH ANY EQUIPMENT IS NOT TYPICALLY
NJERNATIONAL Ppt Oa i east IT aL asso |. ay sisi in
disclosed NEPA 3" FLAMMABLE FUEL GAS CODE A SCOTTSDALE, AZ
ANS /E'A~222-G STRUCTURAL STANDARD FOR ANTENNA SUPPORTING 3. NO SANITARY SEWER, POTABLE WATER OR WASTE DISPOSAL 'S 85260
SA ea ercy
STRUCTURES AND ANTENNAS REQUIRED, :
used, 2005 MO 'OROLA R56 4: ADA COMPUANCE IS NOT REQUIRED PER IBC SECTION 1103.29
JURISDICTION: LA PAZ COUNTY PE SEAL
be
carol VICINITY MAP PROJECT TEAM PROJECT INFORMATION SHEET INDEX
It
PROJECT OWNER’ = MARICOPA COUNTY WIRELESS SYSTEMS S'TE ADDRESS: HARQUAHALA THLE DESCRIPTION:
project. ee
PROJECT MANAGER” CONTACT: THOMAS CROSBY
3324 WEST GIBSON LANE Tot PATLE SHEET & PROMECT INFORMATION
SITE COORDINATES: LATITUDE: 33°48' 43.89" N (NAD 83)
specific Sone a(eooiece orn LONG TUDE: 113°20' 48.67" W (NAD 83) One| GENERACINOIES
a EMAIL: tomcrasby@moil maricopa.gov ELEVATION: £5,674.8' (AMSL) (NAVD 88) GN-2 |GENERAL NOTES
on
usc 3 APPUCANT: MOTOROLA SOLUTIONS, PROPERTY OWNER: BUREAU OF RECLAMATION GN-3 |GENERAL, STRUCTURAL & INSPECTION NOTES
Meo he
“ne wee one
for TEMPE, AZ 85282, GLENDALE. ARIZONA BS306 GN-4 |GENERAL SPECIFICATIONS, ABBREVIATIONS & LEGEND
solcly us CONTACT: SRENT VINCENT PHONE: (623) 773-6200 SN-1 |SIGNAGE AND NOTES
uy PHONE: (409) 277~9290
] DesicNneR: _ JASON NGO
4 EMAIL: brent. vincent @moterolasolutions.com APN NUMBER: N/A LS~1 |TOPOGRAPHIC SURVEY
uy
information CONSULTANT: ADW COMMUNICATIONS SERVICES, INC: CURRENT ZONING: N/A A~1 OVERALL SITE PLAN & CAWCD GENERAL NOTES SUBMITTALS
| 14350 NORTH 877TH STREET, SUITE 145
N SCOTTSDALE, ARIZONA 85026 A-2.0 |BEMO & EXISTING ENLARGED SITE PLAN REV.| DATE DESCRIPTON [BY
CONSTRUCTION TYPE: VB
-&- ® CONTACT: ALAN WAWRZYNIAK A-2.1 |NEW ENLARGED SITE PLAN 1 | 03.14.16 REVIEW IN
contains PHONE: (480) 291~ 6820 OCCUPANCY: U FOR TOWER & S~2 FOR EQUIPMENT SHELTER -
EMAIL: owowrzynick@adwcomm.com A~2.4 |NEW EQUIPMENT LAYOUT 2 | 03.17.16 UPDATE MW AW
and ENGINEER’ CURRENT USE: UNMANNED CAP TELECOMMUNICATIONS FACILITY 3 | 03.30.16 CLIENT COMMENTS! AW
cM Abn ENGINEERING, LLC A-3 ELEVATIONS
DRIVING DRE IONE 1337 EAST DESERT FLOWER LANE NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY 4 | 10.11.17 COMMENTS AW
Ss Av ~ [TOWER CROSS SECTIONS
: PHOENIX, AZ 85048 5 | 1012.17 COMMENTS _|AW
ADWCOMM FROM MARICOPA COUNTY WIRELESS SYSTEMS OFF CE 3324 W GBSON LN, CONTACT: SANDEEP A’ MANE, P.E., SE. LEASE AREA: N/A A-5 |CONSTRUCTION DETAILS — —
PHOENIX, AZ: TAKE WEST GIBSON LANE, TURN RIGHT ONTO 35TH AVENUE PHONE: (480) 213-8524
tae ceuATHICONTARED INET NeTeET
(3.0 MILES) THEN MERGE TO ‘10 WEST (60.2 MLES) THEN TAKE EX'T 81 EMAL: smane@abneng.com G~1 GROUNDING PLAN OF DOCUMENTS [S PROPRIETARY BY NATURE,
of TOWARD SALOME ROAD. TURN RIGHT ONTO SALOME ROAD (96 MLES). TURN ANY USE OR DISCLOSURE OTHER THAN THAT
item RIGHT ONTO EAGLE EYE ROAD (84 MLES) THEN TAKE LEFT ONTO ELECTR CAL MSA ENGINEERING CONSULTANTS wel Sonam eee gaAres TOIMARICORATCOUN TNS
HARQUAHALA BYWAY TO SUMM'T (UNKNOWN DISTANCE) ENG NEER: Eh NS aU I A LSE) G~3 [GROUNDING DETAILS UPGRAnE Tale Rich YIPHONIniEO TS
proprictary CONTACT: MICHELE PATRICK : :
PHONE: (602) 94378424 SPECIAL INSPECTIONS [PLOT Date: 10/12/17 |
Bi Ta
a DEFERRED SUBMITTAL NOTES 7
is SUE CODE.
CONCRETE CONSTRUCTION (CONTINUOUS) YES
PER IBC SECTION 1073.44 TOWER N/A
HARQ
document SANDEEP ANAND MANE, THE REGISTERED DESGN PROFESSIONAL 'N CHARGE er ks SUIS Sei Ri Ti ee IN
SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL
DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED REINFORCING STEEL (PERIODIC) YES
SUTE_NAME..
This SUBMITTAL ITEMS, FOR COMPATIBLITY WITH DESIGN OF THE BULONG.
SHELTER N/A WELDING (PERIODIC) N/A HARQUAHALA
PER IBC SECTION 107.3.42 MANUFACTURER:
STEEL CONSTRUCTION (PERIODIC) N/A_|
SUBMITTAL DOCUMENTS FOR DEFERRED SuBM'TTAL TEMS. SNALL @€ S“BMITTED
VSTAcHENT
(ADWCOMM). TO THE REGISTERED DESIGN PROFESS ONAL IN RESPONSBLE CHARGE, WHO EXPANSION AND EPOXY BOLTS (CONTINUOUS) YES S)TE_ADDRESS,.
SHALL REVIEW THEM AND FORWARD THEM TO THE GBULO'NG OFFICIAL WITH A REPORT [TOWER STRUCTURAL ANALYSIS REPORT
NOTATION INDICATING THAT THE DEFERRED, SUBM TTAL DOCUMENTS HAVE BEEN SOIL COMPACTION BELOW SLAB ON GRADE (PERIODIC) N/A LATITUDE: 33°48 : 43.89" . N
REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE N GENERAL REPORT |CIviL FOUNDATION STRUCTURAL ANALYSIS REPORTS LONGITUDE: 113°20" 4867" W
INC
CONFORMANCE WITH THE DESIGN OF THE BUILDING: HARQUAHALA
PROJECT DESCRIPTION UTILITY TABLE SPECS: _|GENERATOR SPECIFICATIONS
HARQUAHALA MOUNTAIN, AZ 85357
Scrviccs, i : SPECS [SOLAR FRAMING DETAILS LA PAZ COUNTY
PROJECT IE ARTA LEGAL DESCRIPTION THE PROPOSAL INCLUDES THE INSTALLATION OF NEW SOLAR UTILITY: PROVIDER:
PANELS WITH siLAR RACKING TO REPLACE EXISTING PHOTOVOLTAIC
SHEET TILE
NOT APPLICABLE SYSTEM. EXISTIN= CENTRAL ARIZONA PROJECT (CAP) +40’ WATER N/A
FOUR LEGGED S*LF-SUPPORT TOWER TO BE UTUIZED- THE
iommunications EX'STING GENERATOR WILL BE REPLACED WITH A NEW AC 70kW SEWER N/A TITLE SHEET & PROJECT
GENERATOR. AD"ING A NEW PROPANE TANK ON AN EXISTING INFORMATION
JELECTRICAL SOLAR
CONCRETE PAD’ EXISTING CENTRAL ARIZONA PROJECT (CAP)
EQUPMENT BUILDING AND PROPANE TANKS TO BE UTILIZED. TELEPHONE /FIBER N/A
EX'STING SOLAR RACKING FOUNDATION RALS TO REMAIN.
@kDW POLICE LA PAZ COUNTY SHEET NUMBER
FIRE LA PAZ COUNTY
I>
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C) O ‘Ss
PART 1. SCOPE OF WORK 1.5 SUBMITTALS & DELIVERABLES bal —
1.0 FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING A.A MINIMUM OF 2 OF DEFERRED SUBMITTALS SHALL BE 1.12 HOLES, SLEEVES AND OPENINGS 1.14 HANGERS AND SUPPORTS
EOrIES
DEFINITIONS SHALL APPLY PROVIDED TO ADWCOM A. SLEEVES, & COMPL A. RIGIDLY SUPPORT & SECURE MATERIALS, RACEWAY. & EQUIP. TO
SH aia akira mae SeeetcE Ait een
« CONTRACTOR = MOTOROLA SOLUTIONS / ADWCOMM B, SUBCONTRACTORS PROMBE THE FOLLOWNG APPLICABLE OF & RESTORE ALL DAMAGED SURFAC TO MATCH BUILDING STRUCTURE USING HANGERS, SUPPORTS & FASTENERS
SURROUNDING Fire
permission DELIVERABLES TO ADWCOM SURFACES. MAINTAIN INTEGRITY OF & SMOKE SUITABLE FOR USE, MATERIALS, AND LOADS ENCOUNTERED. PROVIDE
* SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) on ‘CONCRETE, RATED BARRIERS USING APPROVED FIRE STOPPING SYSTEMS. WHEN ALL NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAX. 5°
B.1 MATERIAL TESTING STRUCTURAL STEEL AND
* OWNER — MARICOPA COUNTY ANY OTHER MATERIAL USED AS REQUIRED BY GOVERNING CUTTING HOLES & OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT, ON CENTER.
* OEM = ORIGINAL EQUIPMENT MANUFACTURER REGULATIONS DAMAGE OR DISTURB dba ELEMENTS OR REINFORCING B.ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK
written STEEL, UNLESS APPROVED IN WRITING BY PROJECT STRUCTURAL
1.1 CODES AND REGULATIONS B2 (INSPECTION SIGN~OFFS, WITH ATTACHED TESTING & OR SUPPORTING METAL FRAMEWORK, DO NOT MAKE ATTACHMENTS TO
ENG. ANY FIELD PENETRATION OF SHELTER REQUIRES SHELTER
INSPECTION REPORTS STEEL ROOFING, STEEL FLOORING, OR CEILING MINERAL TILE.
A, COMPLY WITH GOVERNING FEDERAL, STATE & LOCAL LAW, WRITTEN APPROVAL TO AVOID IMPACT TO
prior ORDINANCE, CODE, RULES & REGULATIONS, SAFETY AND OSHA 6.3 THIRD-PARTY INSPECTION Gaeta C.SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY, CONCRETE BLOCK,
's REGULATIONS /DIRECTIVE, WHERE CONTRACT DOCUMENTS EXCEED 8.4 GROUNDING SYSTEM TESTING B.SIZE CORE DRILLED HOLES SC THAT AN ANNULAR SPACE OF MIN METAL FRAMING, OR SUB—FRAMING.
THESE EMENTS, CONTRACT DOCUMENTS SHALL GOVERN. IN NO D.MOUNT EQUIPMENT LOCATED ON INTERIOR OR EXTERIOR BUILDING
Lae 5 ANTENNA SWEEP TESTING 1/4" AND MAX. 1” IS LEFT AROUND CONDUIT. WHEN OPENINGS ARE
CASE SHALL WORK GE INSTALLED CONTRARY TO OR BELOW MIN. WALLS MIN. 1° AWAY FROM USING SUITABLE SPACERS.
B.6 CERTIFICATE OF AUTHENTICITY CUT IN LIEU OF CORE DRILLED, PROVIDE SLEEVE IN ROUGH OPENING. as ee
ADWCOMM LEGAL STANDARDS. IT IS SUBCONTRACTOR’S RESPONSIBILITY TO
SIZE SLEEVES TO PROVIDE ANNULAR SPACE OF MIN. 1/4” AND MAX. E.STRUCTURAL MEMBERS — UT, DRILL OR WELD ANY MOTOROLA SOLUTIONS
ENSURE ALL STANDARDS ARE MET, ANO TO PRODUCE VERIFICATION 8.7 BUILDING AND ELECTRICAL PERMITS MEMBER EXCEPT AS SPEGFICALLY APPROVED BY THE
OF THESE ITEMS UPON REQUEST. 1" AROUND CONDUIT, PIPE, ETC. PATCH AROUND SLEEVE TO MATCH STRUCTURAL 2900 S. DIABLO WAY,
8.8 RELEASE OF WAIVER & LIENS SURROUNDING SURFACES BUILDING A, SUITE 150
B.UNLESS INDICATED OTHERWISE, THE LATEST PUSLISHED STANDARDS 8.9 ANTENNA PACKETS (EQUIPMENT INFORMATION, PAPERS, ETC.) 1.43 RACEWAY SYSTEMS F.INDEPENDENT SUPPORT ~ DO NOT SUPPORT MATERIALS OFF OF OTHER TEMPE, ARIZONA 85282
without OF THE FOLLOWNG ASSOCIATIONS/ORGANIZATIONS SHALL BE EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME, REMOVABLE
FOLLOWED AND APPLIEO WHERE APPLICABLE, AS MIN. REQUIREMENTS. B.10 WARRANTIES ON ALL ITEMS INSTALLED AND WORK A. RACEWAY SIZING — AS REQUIRED BY NEC MIN, WTH OVERSIZED TELEPHONE: 847.576.5000
OR KNOCKOUT PANELS, TEMPORARY WALLS, OR PARTITIONS.
PERFORMED AS INDICATED ON DRAWINGS. MIN. CONDUIT SIZE = 3/47 WWW.MOTOROLASOLUTIONS.COM
» (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE. Cire GPROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT, STEEL BRACKETS,
format B.11 _ PHOTOGRAPHS OF SITE BEFORE, DURING, AND AFTER
e (ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS. CONSTRUCTION, DAILY REPORTS, ALL VENDOR DATA ANGLES, FASTENERS, & HARDWARE AS REQUIRED TO ADEQUATELY
oe B.RACEWAY ROUTING — AS REQUIRED GY JOB CONDITIONS UNLESS SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT.
any « (AWS) AMERICAN WELDING SOCIETY AND O&M MANUALS ISSUED WITH INSTALLED PRODUC SPECIFIC ROUTES OR DIMENSIONED POSITIONS ARE INDICATED ON
DATA H. HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN
in B12 LIST OF SUBCONTRACTORS; SUPPLIERS; PRODUCT ORAWNGS. INSTALL TIGHT TO SLAB, BEAMS, AND JOISTS WHEREVER oe
« (BOCA) BUILDING OFFICIALS & CODE ADMINISTRATORS 3/4"
SHOP DRAWINGS; AND VARIOUS ADMINISTRATIVE SUBMITTALS. POSSIBLE. ROUTE CONDUIT PARALLEL OR PERPENDICULAR TO
e (ETL) ELECTRICAL TESTING LABORATORY. WALLS, CEILINGS, AND STRUCTURAL MEMBERS. INSTALL TO MAINTAIN 1.15 EQUIPMENT CONNECTIONS
6.13 SAFETY MEETING MINUTES
reproduced MIN. HEADROOM AND TO PRESENT NEAT APPEARANCE. RUN
(IBC) INTERNATIONAL BUILDING CODE. 8.14 COMPLETED AND APPROVED FINAL WALK-THRU PUNCH—LIST A. OBTAIN AND REVEW SHOP DRAWINGS, PRODUCT DATA, AND MFGR’S
PARALLEL RACEWAYS TOGETHER WITH BENDS MADE FROM SAME
INSTRUCTONS FOR EQUIPMENT FURNISHED GY OTHERS. EXAMINE
o* (ICC) INTERNATIONAL CODE COUNCIL 8.15 CERTIFICATE OF OCCUPANCY CENTERLINE. VERIFY EXACT LOCATIONS OF RACEWAYS, PULL BOXES,
of AND JUNCTION BOXES. RESOLVE CONFLICTS BEFORE INSTALLATION ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS & COMMUNICATIONS SERVICES, INC
(ICEA) INSULATED CABLE ENGINEERS ASSOCIATION. C.SUBCONTRACTORS SHALL MAINTAIN A FIELD COPY OF AS=8UILT REQUIREMENTS.
ORAWNG THROUGHOUT THE PROJECT TO I(NDICATE INSTALLED 8.1 CONDUITS SHALL NOT PENETRATE STAIRWAYS, ELEVATOR 14350 N. 87th ST., STE. 145
disclosed (IEEE) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS. LOCATIONS OF EQUIP. & DEVICES, ROUTING OF MAJOR INTERIOR SHAFTS, OR ELEVATOR MACHINE ROOM. B.PROMIDE REQUIRED CONDUIT, BOXES, FITTINGS, WRES, CONNECTORS, SCOTTSDALE, AZ 65260
AND MISC. ACCESSORIES, ETC., AS NECESSARY TO ROUGH IN THE
* (NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS. RACEWAY, LOCATION OF CONCEALED & UNDERGROUND EQUIP & 6.2 CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRING ELECTRICAL PHONE: 480.291.6824
e (NEC) NATIONAL ELECTRICAL CODE. RACEWAY, ALL APPROVED MODIFICATIONS TO CONTRACT DOCS, AND POSSIBLE. CONNECTIONS. IN GENERAL, MOTORS AND EQUIPMENT SHALL BE WIRED
used, DEVIATIONS. THESE DRAWINGS SHALL BE CURRENT & UPDATED
e (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. DAILY, A NEW. CLEAN SET OF CONTRACT DOCUMENTS WLL_ BE B.3 COORDINATE CONDUIT STUB UPS WITH ROOFTOP EQUIPMENT IN CONDUIT TO A JUNCTION BOX (OR SAFETY SWITCH) NEAR UNIT, AND PE SEAL
be LAYOUT. FROM THERE TO THE UNIT IN FLEXIBLE METAL OR LIQUID TIGHT
ISSUED TO SUBCONTRACTOR NEAR _ COMPLETION TO TRANSFER
* (NESC) NATIONAL ELECTRIC SAFETY CODE. INFORMATION FROM FiELD DRAWINGS TO NEW AS-@UILT COPY, THIS B.4 COORDINATE INSTALLATIONS OF CONDUITS, EQUIPMENT, ETC. FLEXIBLE STEEL CONDUIT.
cannot * (NFPA) NATIONAL FIRE PROTECTION ASSOCIATION. SHALL BE SUBMITTED WTH DELIVERABLES TO ADWCOMM WITH WITH BUILDING OWNER PRIOR TO COMMENCEMENT OF WORK. C.PROVIDE PROPERLY SIZED OVERLOAD AND SHORT CIRCUIT PROTECTION
It e (IMC) INTERNATIONAL MECHANICAL CODE CLOSE-OUT DOCUMENTS. C.CUT CONDUIT ENDS SQUARE USING SAW OR PIFE CUTTER AND REAM FOR ALL EQUIPMENT CONNECTED. VERIFY PRIOR CONNECTIONS WITH
1.6 MATERIALS EACH CUT END SMOOTH. CAREFULLY MAKE CONDUIT BENDS AND MFGR'S PUBLISHED DIAGRAMS AND COMPLY WITH SAME. VERIFY THAT
« (UL} UNDERWRITER’S LABORATORIES, OFFSETS SO THAT BOXES, AND WUINCTION BOXES. RESOLVE EQUIPMENT |S READY FOR ELECTRICAL CONNECTIONS, WIRING AND
project. A. WHERE MORE THAN ONE OF ANY SPECIFIC ITEM (S REQUIRED, ALL
* MOTOROLA R-56 MANUAL CONFLICTS BEFORE INSTALLATION. ENERGIZATION PRIOR TO PERFORMING SAME.
SHALL BE OF THE SAME TYPE AND MANUFACTURER
« ALL APPLICABLE LOCAL JURISDICTIONS AND GOVERNING CODES C.1 CONOUITS SHALL NOT PENETRATE STAIRWAYS, ELEVATOR D.PROVIOE CONTROL TO REMOTE DEVICES AND EQUIPMENT AS
B.MATERIALS & EQUIPMENT SHALL BE (UNDERWRITERS LABORATORIES INDICATED OR REOU' palit
specific GENERAL SHAFTS, OR ELEVATOR MACHINE ROOM.
LISTED AND LABELED, WHERE STANDARDS AND LISTINGS
> SUBCONTRACTOR WILL PROVIDE ALL LABOR. MATERIAL, TOOLS, (i XIST FOR SUCH MATERIALS OR EQUIPM aene C.2 CONCEAL CONDUITS ABOVE SUSPENDED CEILINGS WHERE 116 IDENTIFICATION
a . EQUIPMENT, SERVICES NECESSARY FOR AND POSSIBLE. A. GENERAL — LOCATE NAME PLATE MARKING OR OTHER IDENTIFICATION
01 pies at il fall yd 1.7 CONDITION VERIFICATION
INCIDENTAL TO COMPLETIO! ALL WORK AS INDICATED ON C.3 COORDINATE CONDUIT STUB UPS WITH ROOFTOP EQUIPMENT MEANS ON OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN
use DRAWINGS, SPECIFICATIONS, “SCOPE OF WORK, BILL. OF MATERIALS, A, EXAMINE AREAS & CONDITIONS UNDER WHICH WORK IS TO BE LAYOUT. ABOVE CEILINGS AND WHEN IN MECHANICAL OR ELECTRICAL EQUIPMENT
AND ANY OTHER DOCUMENT ISSUED BY OWNER/CLIENT AND/OR PERFORMED, AND IDENTIFY ANY CONDITIONS DETRIMENTAL TO THE ROOMS OR OTHER UNFINISHED AREAS, AND ON INSIDE OF FRONT
for PROPER AND TIMELY COMPLETION OF WORK. 00 NOT PROCEED C.4 COORDINATE INSTALLATIONS OF CONDUITS, EQUIPMENT, ETC
ADWCOMM WITH BUILDING OWNER PRIOR TO COMMENCEMENT OF WORK COVER WHEN IN FINISHED ROOMS/ AREAS. USE CONTRACT DOCUMENT
UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
solely B.DRAWINGS & SPECS. ARE GENERAL DIRECTIVES FOR SCOPE OF WORK. D.CUT CONDUIT ENDS SQUARE USING SAW OR PIPE CUTTER AND REAM DESIGNATIONS FOR iDENTIFICATION UNLESS OTHERWISE NOTED,
4.8 EXECUTION
EXACT EQUIPMENT LOCATIONS & ROUTINGS, ETC. SHALL BE EACH CUT END SMOOTH. CAREFULLY MAKE CONDUIT BENDS AND B.NAMEPLATES — PROVMBDE NAME PLATE ENGRAVED WTH_ EQUIP. | DESIGNER: JASON NGO]
GOVERNED BY FIELD CONDITONS AND ADWCOMM INSTRUCTIONS. A, ALL WORK SHALL BE PERFORMED UNDER SUBCONTRACTOR'S DIRECT OFFSETS SO INSIDE OIAMETER_OF PIPE IS NOT REDUCED AND DESIGNATION FOR EACH SAFETY SWITCH, PANEL BOARD, TRANSFORMER,
SUBCONTRACTOR SHALL VERIFY DIMS & LOCATIONS AND REPORT SUPERVISION, USING SUFFICIENT AND QUALIFIED PERSONNEL AS SO THAT LEGS ale ARE IN THE SAME PLANE AND PARALLEL. PROTECT MOTOR STARTER, AND ALL OTHER EQUIPMENT, ETC.
information ANY DISCREPANCIES TO ADWCOMM PRIOR TO RELATED NECESSARY TO COMPLETE WORK iN ACCORDANCE WITH PROGRESS STUB-UPS FROM DAMAGE, AND CAREFULLY RE=GEND WHEN C.UNDERGROUND WARNING TAPE = DURING TRENCH SACK FILLING FOR | SUBMITTALS
pce
WORK. MINOR ERRORS OR OMISSIONS IN DRAWINGS AND SPECS DO SCHEOULE SUBCONTRACTOR SHALL ASSIGN ONE QR MORE NECESSARY. EACH UNDERGROUND ELECTRICAL, TELEPHONE, SIGNAL AND
NOT EXCUSE SUBCONTRACTOR FROM COMPLETING PROJECT AND COMPETENT SUPERVISORS WHO HAVE AUTHORITY TO ACCEPT & COMMUNICATIONS LINE, PROVIDE A CONTINUOUS UNDERGROUND JREV.] DATE DESCRIPTION [BY
IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE EXECUTE ORDERS & INSTRUCTION, AND WHO SHALL COOPERATE E.MAKE UP RACEWAY FITTINGS TIGHT SO FINAL INSTALLATION OF
RACEWAY, FITTINGS AND ENCLOSURES CONSTITUTES FIRM WARNING TAPE AS SPECIFIED. TYPICALLY USE 6" WDE POLYETHYLENE 1 [03.14.16 REVIEW IN
contains DRAWINGS AND SPECIFICATIONS. WITH SUBCONTRACTORS, ENGINEERS, AND ADWCOMM IN ALL
MECHANICAL ASSEM@LY AND CONTINUOUS ELECTRICAL CONTINUITY. TAPE PERMANENTLY RIGHT COLORED WH CONTINUOUS PRINT
E PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS. PROVIDE INSULATING BUSHINGS ON CONDUIT TERMINATIONS. INDICATING GENERAL TYPE OF UNDERGROUND LINE BELOW AND 2 |0317.16| UPDATE MW JAW
and SHALL WSIT THE RADIO SITE TO FAMILIARIZE WITH THE EXISTING B.MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MFGR SPECS, “CAUTION™. COLORS AS FOLLOWS:
CONDITIONS AND (TO CONFIRM THAT THE WORK CAN GE BY MECHANICS EXPERIENCED AND SKILLED IN THEIR TRADE, IN NEAT F.RACEWAY CONDUIT TYPES - RIGID GALV. STEEL CONDUIT, 3 | 03.30.16 [CLIENT COMMENTS| AW
ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND WORKMANLIKE MANNER IN ACCORDANCE WTH STANDARDS OF ELECTRICAL METALLIC TUBING (EMT), FLEXIBLE STEEL CONDUIT, C.1 RED = ELECTRIC |
% 10.11.17 |_COMMENTS [AW
DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF TRADE, AND SO AS NOT TO ALTER OR VOID WARRANTY OR (UL LIQUIB~TIGHT FLEXIBLE STEEL CONDUIT, SCHEDULE 40 HEAVY WALL, €.2 ORANGE = COMMUNICATIONS
ADWCOMM CONTRACTOR. LUSTING. INSTALLATON OF ALL WORK SHALL BE IN ACCORDANC! AND SCHEDULE 80 EXTRA HEAVY WALL RIGID NONMETALLIC (PVC D.MARK EACH JUNCTION AND PULL BOX INDICATING SOURCE DESIGNATION 5 | 10.12.17 | COMMENTS [AW
1.4 DRAWING USE AND INTERPRETATION WITH INTENT OF CONTRACT DOCS. CONDUIT, CONFORMING TO APPLICASLE ANSI, NEMA AND (UL AND CIRCUIT NUMBER(S) FOR THE ENCLOSED CONDUCTORS.
1.9 COORDINATION STANDARDS. THE INFORMATION CONTAINED IN THIS SET
A, DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL E.LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINATION AND OF DOCUMENTS IS PROPRIETARY BY NATURE,
of ARRANGEMENT OF SYSTEMS & EQUIPMENT UNLESS INDICATED A. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATION OF G.RACEWAY FITTINGS (EXCEPT RIGID NONMETALLIC CONDUIT) TO BE IN ALL PULL BOXES AND JUNCTION BOXES. FOR POWER CIRCUITS, ANY USE OR DISCLOSURE OTHER THAN THAT
item OTHERWISE BY DIMS OR DETAILS. MATERIALS & EQUIPMENT FOR EFFICIENT FLOW OF WORK IN STEEL OR MALLEABLE IRON, AND (UL) USTED FOR THE INTENDED APPLY WRE_ TAGS INDICATING APPROPRIATE CIRCUIT OR FEEDER WHICH RELATES TO MARICOPA COUNTY'S
B.SUBCONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS CONJUNCTION WITH OTHER TRADES. REVIEW DRAWINGS FOR WORK OF APPLICATION. (EMT) FITTING TO BE COMPRESSION TYPE. NUMBER TO EACH CONDUCTOR PRESENT IN DISTRIBUTION PANEL AND P25 RADIO SYSTEM INFRASTRUCTURE
AND TESTING REQUIRED FOR EACH PROJECT. 48=HOUR NOTIFICATION ASSOCIATED TRADES AND REPORT AND RESOLVE ANY DISCOVERED H. PROTECT RACEWAYS, ENCLOSURES & EQUIPMENT DURING PANEL BOARD GUTTERS, AND TO EACH CONDUCTOR IN PULL AND UPGRADE {S STRICTLY PROHIBITED.
proprictary TO ADWCOMM IS REQUIRED FOR ALL INSPECTIONS AND TESTING. DISCREPANCIES PRIOR TQ COMMENCING WORK. COOPERATE WITH CONSTRUCTION TO PREVENT ENTRY OF CONCRETE, DEBRIS & JUNCTION BOXES.
FIELD COPY OF ALL INSPECTION AND TESTING REPORTS AS WELL AS OTHER SUBCONTRACTORS AND INDIVIDUAL DISCIPLINES FOR FOREIGN MATTER. FREE CLOGGED CONDUITS OF OBSTRUCTIONS OR F.AT COMPLETION OF PROJECT, ACCURATELY COMPLETE EACH PANEL | PLot Date: 1O/V7/17 |
TRUCK TICKETS MUST BE SUBMITTED TO ADWCOMM WITHIN 24 HOURS PLACEMENT, ANCHORAGE, & ACCOMPLISHMENT OF WORK. REPLACE PRIOR TO PULLING WIRE. DO NOT PULL WIRE WITHIN BOARD CIRCUIT DIRECTORY CARD, IDENTIFYING LOAD SERVED OR
a OF INSPECTION OR TEST. 1.10 LAYOUT BUILDING UNTIL BUILDING IS COMPLETELY ENCLOSED. CIRCUITS AT EXISTING PANEL BOARD, UPDATE EXISTING (OR PROVIDE
is E.SUBCONTRACTOR (S RESPONSIBLE FOR MAINTAINING PRESENT A, INSTALL MATERIALS & EQUIPMENT LEVEL, PLUM8, PARALLEL, AND . RIGIDLY SUPPORT RACEWAY WITH MAX. SPACING PER NEC, AND TO DIRECTORY CARD TO ACCURATELY REFLECT FINAL SITE_CONE:
aan eri
CONDITION OF EXISTING BUILDINGS, LANDSCAPING, FENCING, PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS. PREVENT DISTORTION OF ALIGNMENT DURING PULLING OPERATION. i"
document WALKS, DRIVES, AND ATTACHMENTS. IF ANY DAMAGE USE APPROVED HANGERS, CLAMPS, AND STRAPS FOR_ INDIVIDUAL 1.47 Syste fever ores HARQ
coe MENT. B.INSTALL EQUIPMENT, RACEWAYS, AND ETC. TO READILY FACILITATE
DAMAGE OULD GCCUR, SUBCONTRACTOR IS RESPONSIBLE TO RESTORE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF RUNS. DO NOT USE PERFORATED STRAPS OR TIE WRES. WHERE
TO A BETTER OR NEW CONDITION. MULTIPLE PARALLEL RACEWAYS ARE RUN TOGETHER, USE TRAPEZE A. INSTRUCT ADWCOMM'S REP. IN STARTUP, OPERATION & MAINTENANCE
COMPONENTS, AND TO MIN. INTERFERENCE WTH OTHER EQUIPMENT OF ELECTRICAL SYSTEMS & EQUIPMENT AS REQUESTED BY
This BE ON-SITE AT ALL TIMES DURING & AFTER AND INSTALLATIONS TYPE HANGER ARRANGEMENT MADE FROM U-CHANNEL AND SITE NAME:
eet CONSTRUCTIO tps ACCESSORIES. SUSPENDED 8Y THREADED RODS, AND ALLOW OWNER /CLIENT.
C.PRIOR TO COMMENCING WORK, VERIFY THAT EQUIPMENT WILL CAPACITY FOR FUTURE INSTALL OF ADDITIONAL RACEWAYS. RIGIOLY HARQUAHALA
1.4 QUAUTY ADEQUATELY FIT AND CONFORM TO MANUFACTURED SPECS AND ANCHOR VERTICAL CONDUITS SERVING FLOOR= MOUNTED OR
A. GENERAL = ALL MATERIALS AND EQUIPMENT SHALL BE IN CODE CLEARANCES AND AS INDICATED ON ORAWINGS. IF “ISLAND” TYPE EQUIPMENT MOUNTED AWAY FROM WALLS WITH
(ADWCOMM). ACCORDANCE WITH CONTRACT DOCUMENTS AND STANDARD REARRANGEMENT IS REQUIRED, SUBMIT PLAN AND _ ELEVATION
BRACKET OR RIGID STEEL CONDUIT EXTENSION SECURED TO SUTE_ ADDRESS:
PRODUCTS OF THE VARIOUS MANUFACTURERS, WITH ALL MATERIALS DRAWNGS OR SKETCHES INDICATING THE NEW REARRANGEMENT FOR pen
AND EQUIPMENT TO BE NEW, CLEAN, UNDAMAGED, AND FREE OF THE ENGINEER'S APPROVAL, DO NOT REARRANGE WITHOUT LATITUDE: 33°48’ 43.89" N
DEFECTS AND CORROSION EXPRESSED WRITTEN PERMISSION OF ADWCOMM, LONGITUDE: 113°20° 48.67" W
INC
B.PROOUCT OF AN APPROVED MANUFACTURER IS ACCEPTABLE ONLY D.PRIOR TO LAYOUT. COORDINATE SPACE FOR ELECTRICAL WIRING, HARQUAHALA
WHEN PRODUCT COMPLIES WITH OR [IS MODIFIED AS NECESSARY TO STEAM AND CONDENSATE LINES, SANITARY LINES, FIRE HARQUAHALA MOUNTAIN, AZ 85357
DRAIN eho
Serviecs, COMPLY WITH ALL REQUIREMENTS OF CONTRACT DOCUMENTS. PROTECTION PIPING, ANO SHEET METAL DUCT PROVIDE LA PAZ COUNTY
OFFSETS AS REQUIRED AVOIDING CONFLICTS. RESOLVE “CONFLICTS
C.TESTING EQUIPMENT AND METHODS SHALL GE CODE AND MFGR.
BEFORE COMMENCING INSTALL.
AND ACCEPTED ADWCOMM AND OWNER/CLIENT PRIOR TO SHEET TITLE:
COMP UIANT 1.11) MOUNTING HEIGHTS
D.AFTER TESTING AND/OR_ INSPECTION @Y_ OWNER/CLIENT OR A. Gaieen HEIGHTS ARE phat a Bit moda OF DEVICE
Communications ADWCOMM, SUBCONTRACTOR SHALL CORRECT OBEFICIENCIES AND FLET BOX TO FINISHED FLOOR HEIGHTS Nor 0. REQUEST
INSTRUCTIONS FOR MOUNTING INDICATED PRIOR TO GENERAL NOTES
REPLACE MATERIALS & EQUIPMENT SHOWN TO BE DEFECTIVE OR
UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY, INSTALLATION.
E-FURNISH AND INSTALL MATERIALS AS COMPLETE B.INSTALL CEILING MOUNTED RACEWAY, LIGHTING FIXTURES AND ALL
SYSTEMS, WHETHER SPECIFICALLY INDICATED Pee non OT. SYSTEMS OTHER EQUIPMENT WiH NOT LESS THAN 6'-0" CLEARANCE TO
CADW SHALL BE FULLY ASSEMBLED, TESTED, ABIUSTED. , DEMONSTRATED FINISHED FLOOR, UNLESS INDICATED OR APPROVED OTHERWISE, AND SHEET NUMBER:
READY FOR OPERATION PRIOR TO OWNER'’S ACCEPTANCE. EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS.
C.DEVICES — SWITCHES © 48°AF-F. RECEPTACLES @ 18°A.F.F.
GN=1
Copytight THERMOSTAT © 48°A.F.F.

C C C C
~~
3.2 INSPECTIONS G1 SUBCONTRACTOR SHALL BE RESPONSIBLE FOR USE & CONTROL OF PANT 6. DRYPACK
PART 2. EARTH WORK & ROADWAYS A. SUBCONTRACTOR SHALL SCHEDULE INSPECTIONS WITH TESTING MECHANICAL EQUIP. TO ENSURE PROPER PLACEMENT OF CONCRETE TO A. ORYPACK SHALL BE 5,000 PSI NON-SHRING GROUT, FIVE STAR
2.1 EXECUTION LABORATORY, SPECIAL INSPECTORS, & LBING = OFFICIAL PREVENT ANY VOIDS OR HONEYCOMBS. OR EQUIVALENT. INSTALL DRYPACK UNDER GEARING PLATES
INSPECTORS AND INFORM ADWCOMM WITHIN 24 HRS. OF INSPECTION BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL
permission A.IT IS SUBCONTRACTOR'S SOLE RESPONSIBILITY TO CALL LOCAL OR TEST. ORYPACK UNDER _BASEPLATES AFTER COLUMN HAS BEEN
LOCATING AUTHORITES (OR PRIVATE LOCATING SERVICES) AND PART 4. FOUNDATION / FOOTING NOTES PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
B.TESTING WILL INCLUDE SLUMP, AIR ENTRAINMENT, TEMPERATURE, AND
PERFORM OTHER STEPS AS ee eer TO VERIFY LOCATION OF TEST CYLINDERS. TOTAL OF 4 CYLINDERS SHALL BE TAKEN DURING A. ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS AS NOTED IN
UNDERGROUND UTILITIES OR UNES THAT EXIST WITHIN ENTIRE
PROJECT AREA, SUBCONTRACTOR SHALL PLACE THESE ITEMS ON EACH POUR OR FOR EACH SO YARDS IF POUR IS OVER 50 YARDS. THE CIVIL/STRUCTURAL DESIGN CRITERIA PER PROJECT SITE SPECIFIC PART 7. STRUCTURAL STEEL & MISCELLANEOUS METALS
written
THE 1ST CYLINDER WILL BE BROKEN AT 7 DAYS, 2ND AND 3RD AT GEOTECHNICAL INVESTIGATION REPORT.
AS-BUILT DRAWINGS. 28 DAYS. LAST CYLINDER WILL BE KEPT SEPARATELY FOR FUTURE 7.1 CODES AND STANDARDS — SEE T-1 , CODES AND REGULATIONS
prior B.ACCESS ROAD, IF REQUIRED. SHALL BE Spel eat ee ANY USE IF NECESSARY. B.ALL FOOTINGS SHALL BEAR INTO ORIGINAL (IN-SITU) UNDISTURBED EARTH A.OF PARTICULAR RELEVANCE: AISC, ASTM, AWS AND
OTHER WORK ON SITE _[S PERMITTED. BRING ROAD SUB-BASE
ALLOW use 3.3 REINFORCEMENT OR UPON ENGINEERED NON-FROST SUSCEPTIBLE GRANULAR FiLL PER LOCAL /GOVERNING
COURSE TO CONSTRUCTION TRAFFIC TO ROAD _ FOR
PROJECT, AND COMPLETE ROAD AFTER CONSTRUCTION OF SITE IS A. METAL REINFORCEMENT SHALL CONFORM TO ASTM A615 GRADE 60. ENGINEER'S SPECIFICATIONS. SUCH FILL SHALL BE COMPACTED AND JURISDICTION
SUBSTANTIALLY COMPLETE. WELDING OF REINFORCEMENT IS PROHIBITED. EMBEDDED METAL SHALL PLACED IN LIFTS ACCORDING TO SPECIFICATIONS.
ADWCOMM’s 7.2 MATERIALS
C.SITE AREAS AND ACCESS ROADS ARE TO BE CONSTRUCTED WITH CONFORM TO ASTM A36. SHALL BE PLACED IN STANDING WATER OR UPON FROZEN MOTOROLA SOLUTIONS
POSITIVE DRAINAGE FLOW AWAY FROM SITE AND EQUIPMENT. ANY B.REINFORCING SHALL BE DETAILED, BOLSTERED AND SUPPORTED IN Cera A. ALL STRUCTURAL STEEL SHALL BE ASTM A992 {FY = 50 KSI).
2900 S, DIABLO WAY,
DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS MUST BE BROUGHT ACCORDANCE WITH ACI 315, 318 AND PUBLICATION SP-66. B.WHERE PLACING NEW FOOTING, FOUNDATION, CMU OR SLASS AGAINST B.ALL CHANNELS, ANGLES, AND PLATES SHALL BE ASTM A36 (FY 150
BUILDING A, SUITE
TO ATTENTION OF ADWCOMM IMMEDIATELY, C.REINFORCING SHALL BE SECURELY ANCHORED TO FORMS AND EXISTING CONCRETE OR CMU CONSTRUCTION: = 36 KSI). TEMPE, ARIZONA 85282
without O.SUBCONTRACTOR SHALL GRUB SITE AREA AND ANY ACCESS ROAD. SPACED FROM FORMS AS FOLLOWS (UNLESS NOTED OTHERWISE): C.ALL PIPE STEEL SHALL BE ASTM ASQ] (FY = 36 KSI) OR ASTM TELEPHONE: 847.576.5000
CLEARING AND REMOVING A MIN. OF 6" TO ACHIEVE A_ STABLE 0.1 BEFORE PLACING NEW CONCRETE OR CMU AGAINST EXISTING
N x! Al A CONCRETE OR CMU, THOROUGHLY CLEAN EXISTING CONCRETE OR CMU AS3, TYPE E OR S, GRADE B (FY = 35 KSI). (NOTE: ALL PLATE WWW. MOTOROLASOLUTIONS.COM
SUB-BASE JO ACCEPT FILL OR OTHER MATERIAL SPECIFIED FOR SITE IN| MOMENT CONNECTIONS, BRACED FRAMES AND WHERE
format AND NOT REUSED IN ANY PART OF THIS PROJECT. SLABS, JOISTS OR WALLS 3/4" SURFACES AND APPLY FRESH CONCRETE~TO-EXISTING CONCRETE
MFR'S OTHERWSE NOTED SHALL BE FY = 50 KSI STEEL).
E.SOIL STERILIZER SHALL BE APPLIED TO GRAVEL ae BE COLUMNS, BEAMS OR GIRDERS 1=t/2”" BONDING AGENT IN ACCORDANCE WITH RECOMMENDATIONS.
any EPA REGISTERED LIQUID COMPOSITION AU AND OF erat PRE-EMERGENT D.2 DRILL INTO EXISTING COMPETENT CONCRETE OR CMU A MIN. OF 6 O.ALL TUBE STEEL SHALL BE ASTM ASOO GRADE B (FY = 46 KSI).
in LABEL AND INFORMATION WILL BE GIVEN TO x TQ EA! £.ALL BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE.
eer ayiltneld 5/8" AND ADHESIVE ANCHOR (SIMPSON EPOXY-TiE, HILT
#5 AND LARGER 1=1/2" HVA/HIT/HSE OR APPROVED EQUAL) REBAR DOWELS TO MATCH F.ALL CONSTRUCTION PER LATEST AISC HAND8OOK.
reproduced 2.2 FILL #5 AND SMALLER aa LOCATIONS AND SPACINGS OF THE NEW CONCRETE REINFORCEMENT G.ALL EXPANSION AND EPOXY BOLTS TO HAVE 1,C.C. RATING FOR
A. GRAVEL FILL SHALL BE WELL-GRADED, HARD, DURABLE, NATURAL {HORIZONTAL AND/OR VERTICAL) AS SPECIFIED. MATERIAL INTO WHICH INSTALLATION TAKES PLACE.
SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS SOD RUBBISH, WALLS, PIERS AND COLUMNS 2" H. ALL BOLTS, ANCHOR BOLTS, EXPANSION SOLTS, ETC. SHALL BE
or AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL O.3 WHEN EXCAVATING ADJACENT TO EXISTING FOOTINGS, TAKE CARE TO COMMUNICATIONS SERVICES, INC
FOOTINGS 3 INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT
CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS: NOT UNDERMINE EXISTING FOOTINGS WITH EXCAVATIONS STEEPER THAN
SLOTTED HOLES IN STEEL SECTIONS. 14350 N. 87th ST., STE. 145
ORILLED PIERS 4" 1:1 FROM TOE OF EXISTING FOOTINGS. TIE INTO WTH NEW AS
disclosed SIEVE NUMBER @% PASSING BY WEIGHT |. ALL HIGH STRENGTH BOLTING SHALL BE INSPECTED BY AN SCOTTSDALE, AZ 85260
ALL OTHER PER LATEST EDITION OF ACI 318. SPECIFIED; AND/OR EXTEND ANY EXISTING FOUNDATION DRAINAGE INDEPENDENT TESTING LABORATORY. PHONE: 480.291.6824
4" 400 SYSTEMS AS
D.PLACE SINGLE CURTAINS OF REINFORCEMENT IN CENTER OF WALLS & J. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID
used, 1/2” 50 — 85 SLABS UNLESS OTHERWISE SHOWN D.4 POST DRILLED ANCHOR BOLTS SHALL BE STAINLESS STEEL THREADED CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF PE SEAL
be #4 40 - 75 E.ALL SPLICES IN CONTINUOUS REINFORCING BARS SHALL HAVE THE RODS W7H STAINLESS STEEL NUT AND WASHER UNLESS OTHERWSE WELD SHOWN ON THE DRAWNGS OR NOTES. CERTIFICATES SHALL
30 60 FOLLOWING MIN. LAP LENGTH: SPECIFIED. UNLESS OTHERWISE SPECIFIED, MINIMUM DRILL/EMBEDMENT BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY.
#10 -
camot 24" 54” DEPTH (WITH A 4” MIN, EDGE DISTANCE) SHALL BE: K.ALL WELDING DONE BY £70 SERIES LOW HYDROGEN RODS UNLESS
#40 10 - 30 #4: #7:
NOTED 0 THER WISE. FOR GRADE 60 REINFORCING BARS, USE E90
It #10 5 - 20 5: 5	1	41	1	2	3	1963	1395	34	24	74.772263	#8:
5	1	41	1	2	4	2028	1395	30	21	74.772263	62
4	1	41	1	3	0	1745	1431	323	28	-1	
5	1	41	1	3	1	1745	1434	35	25	40.371239	#6:
5	1	41	1	3	2	1828	1431	41	22	40.371239	37 DIAMETER {iN} DEPTH {(N.) SERIES.
project. #200 0-8 #9: 70° 3/8 3-1/2 L.ALL WELDING PER LATEST AMERICAN WELDING SOCIETY
1/2 4-5/8 STANDARDS, (EXCEPT STEEL JOISTS AND JOIST GIRDERS SHALL
B.FILL DIRT SHALL BE CLEAN & NATURAL, & FREE FROM DELETERIOUS F.FOOTING DOWELS REQUIRED) SHALL HAVE LAP LENGTH AS
AT, ROOTS, ICE, SNOW, SOD, AND RUBBISH. A COPY OF ALL SPECIFIED ABOVE Nag OR SHALL HAVE STANDARD HOOK EMBEDDED TO COMPLY WTH Sul STANDARDS). THESE. DRAWNGS 00 NOT
specific DEUVERY TICKETS WILL GE SUBMITTED TO ADWCOMM WITHIN 24 BOTTOM OF FOOTING.ALL CONCRETE SHALL BE MECHANICALLY 5/8 5 DISTINGUISH BETWEEN SHOP FIELD WE! LOS; — THE
HOURS FROM DELIVERY. VIBRATED DURING PLACEMENT TO ASSURE PROPER CONSOLIDATION, 3/4 6-5/8 SUBCONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS
a DISCRETION. SHOP WELDS AND ELD WELDS SHALL BE SHOWN
C.COMPACTING OF SITE AREAS SHALL GE ACCOMPLISHED BY EXCEPT THAT SLABS ON GRADE NEED BE VIGRATED ONLY AROUND 7/8 10
ont ON TH —E SHOP ORAWINGS SUBMITTED FOR REVIEW. ALL FULL
MECHANICAL MEANS. LARGER AREAS SHALL BE COMPACTED SY UNDER-FLOOR DUCTS, ETC. MAXIMUM SLUMP 5° FOR CONCRETE WITH
use POWER-DRIVEN HAND HELD TAMPER. COMPACTED AREAS SHALL BE OUT PLASTICIZER, IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP 1 12-1/4 (COMPLETE) PENETRATION WELDS SHALL non TESTED AND
CERTIRED SY AN INDEPENDENT TESTING L ABORATORY. WHEN
AT 90% IN ACCORDANCE WITH ASTMD~15S7 METHOD C AND TESTED MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. SPECIFIED MINIMUM
for STRUCTURAL STEEL IS FURNISHED TO A Ted
BY INDEPENDENT LABORATORY. IT iS RESPONSIBILITY OF APPROVED OTHERWISE IN WRITING BY THE RECORD
SUBCONTRACTOR TO SCHEDULE TESTING. SCHEDULING FOR A oe i PART 5S. MASONRY NOTES POINT GREATER THAN 36 KSI. THE ASTM OR OTHER
solely SPECIFICATION DESIGNATION SHALL BE (INCLUDED NEAR THE
PROCTOR WILL_BE SUBCONTRACTOR’S RESPONSIBILITY, AND MUST BE G.ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL A.MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH PROVISIONS ERECTION MARK ON EACH SHIPPING ASSEMBLY OR IMPORTANT
DONE IN TIMELY FASHION TO ASSURE PROJECT WILL NOT BE OF '@C CHAPTER 21 AND ACi S30/ASCE S/TMS 402. HOT WEATHER | DESIGNER: JASON no]
JOINTS {KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION CONSTRUCTION COMPONENT, OVER ANY SHOP COAT OF PAINT,
DELAYED. PLAN, ISED AREA DOES NOT EXCEED 225 CONSTRUCTION SHALL BE IN ACCORDANCE WITH AC) 530.1/ASCE 6/TMS PRIOR TO SHIPMENT FROM THE FASRICATOR'S PLANT.
information O.FILL AND STONE WILL BE PLACED IN MAX. 8” LIFTS PRIOR TO SQUAR & peal pnt vor cone CONTROL JOINTS NEED ONLY OCCUR AT 602, ARTICLE 1.80. SUBMITTALS
EDGES CURING
COMPACTING. EXPOSED POURING, ALL OTHER JOINTS MAY BE SAW B.MASONRY SHALL DEVELOP 1,500 PSI MIN. COMPRESSIVE STRENGTH f'm
E.TRENCHES SHALL TYPICALLY HAVE 6” GASE OF CLEAN SAND FILL TO AT 28 DAYS. SPECIAL INSPECTION IS NOT REQUIRED UNLESS OTHERWISE PART 8 NOT USED REV.) DATE OESCRIP TION BY
Geant
ACCEPT CONDUITS, AND ANOTHER 12° OF CLEAN SAND FILL ON TOP H. REINFORCING: _PLACE 1 5 IN CENTER OF GROUTED CELL SPECIFIED ON THE DRAWINGS. 1 (03.14.16 REVIEW JN
contains OF CONDUITS UNLESS SPECIFIED OTHERWISE. REMAINDER OF TRENCH AT CENTER OF WALL, CONTINUOUS FOR FULL HEIGHT OF WALL AT REINFORCING BARS SHALL HAVE A MIN. YIELD STRENGTH OF PART 9. ANTENNAS AND CABLES
8” ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAM8S, Sra et 2 | 03.17.16 UPDATE MW AW
SHALL HAVE CLEAN COMPATIBLE FILL PLACED IN MAX. LIFTS OF & INTERVALS TO 9.1 PROCESS
and EACH SIDE OF CONTROL JOINTS AND AT NOT
MECHANICALLY COMPACTED TO 95% DENSITY. METALLIC WARNING 48” EXCERE D.GROUT SHALL HAVE 2,000 PSI MIN. COMPRESSIVE STRENGTH AT 28 3_ | 03.30.16 |CUENT COMMENTS] AW
TAPE SHALL BE PLACED ALONG ENTIRE TRENCH. 0.c. UNLESS NOTED OTHERWISE. A. SUBCONTRACTOR SHALL RUN LINES AND CONDUITS IN NEAT. A
AT 80" VERTICALLY, WITH SINGLE WIRE LOOP TE BY A.A. WIRE DAYS. HOLLOW CONCRETE MASONRY UNITS (MEDIUM WEIGHT) SHALL ORDERLY AND STRAIGHT FASHION PROVIDING ANCHORING AS 4 10.19.17 AW
F.FINISHED GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND CONFORM 70 ASTM C90, GRADE N, TYPE 1, fm = 1,500 PSI, RUNNING RECOMMENDED 8Y MANUFACTURER AND WHERE NECESSARY TO | COMMENTS
PRODUCTS COMPANY. LAP SPLICES SHALL CONFORM 10 _ THE
ADWCOMM MIN. 12" BEYOND SITE FENCE AND SHALL COVER AREA AS INDICATED. SCHEDULE UNDER “MASONRY” SECTION. DOWEL ALL VERTICAL BOND, MORTAR TYPES, 1,800 PSI. GROUT 2,000 PSI. MECHANICALLY SUPPORT LINES PROPERLY, AND TO RESIST LATERAL WIND & 5 10.12.17 COMMENTS AW
2.3 ANTI~EROSION REINFORCING TO FOUNDATION WITH DOWELS TO MATCH SIZE AND VIBRATE. aE IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND SEISMIC LOADS AS REQUIRED BY IBC AND ASCE.
SPACING OF VERTICAL REINFORCING. AGAIN ABOUT 5 MINUTES LATER. PROVIDE CLEANOUTS IF GROUT utr B.THE FOLLOWING TABLE WLL BE USED TO DETERMINE MIN. RADIUS THE INFORMATION CONTAINED IN THIS SET
A. DITCHES ~ USE RIP-RAP IN AREAS WITH SLOPE GREATER THAN 2:1 EXCEEDS 4'-0" IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL BE 8'— ‘OF DOCUMENTS IS PROPRIETARY BY NATURE
of IN ENTIRE OFTCH, AND FOR 6° IN ALL DIRECTIONS AT CULVERT . HORIZONTAL REINFORCING: | #5 IN MINIMUM 8° DEEP GROUTED UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL JOINTS oN OF EACH CABLE: ANY USE OR DISCLOSURE OTHER THAN THAT!
item OPENINGS & WHERE INDICATED ON PLANS. CONTINUOUS BOND BEAM AT TOP OF PARAPET OR TOP OF A MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS ANDREW BENDING RADIUS QIAM. OF CAGLE CABLE TYPE WHICH RELATES TO MARICOPA COUNTY'S
A.1 SUBCONTRACTOR SHALL PROTECT ALL AREAS FROM WASHOUTS FREESTANDING WALL. PLACE THESE BARS CONTINUOUS THRU 24'-0". CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, 5" 3/8" BBDGE CATSE P25 RADIO SYSTEM INFRASTRUCTURE
CONTROL JOINTS PER TYPICAL DETAIL. PROVIDE BENT BARS PER UPGRADE IS STRICTLY PROHIBITED,
AND SOIL EROSION. EROSION CONTROL SHALL BE PLACED AT INLET INTERSECTIONS, ENDS, WITHIN 24" OF CONCENTRATED POINTS OF ARINC 4	1	80	1	3	0	3474	2304	60	24	-1	
5	1	80	1	3	1	3474	2304	60	24	24.609600	1.25
TYPICAL DETAILS, TO MATCH HORIZONTAL OND BEAM oe 1/4" FSJ1
proprictary APPROACH TO ALL NEW OR EXISTING CULVERTS. REINFORCING, AT CORNERS AND WALL INTERSECTION TO MAINTAIN BS, OR OVER OPENINGS UNLESS SPECIFICALLY SHOWN THE
‘CONTINUITY. STRUCTURAL DRAWINGS. ALL MASONRY BELOW FINISHED FLOOR OR 1/2" FSJ4 }PLOT DATE: 10/17/17
A.2 SEED, FERTILIZER, AND STRAW COVER SHALL BE APPLIED TO ALL BOND BEAM LAP SPLICES SHALL BE AS PER SCHEDULE
UNDER '‘MASONRY” SECTION DO NOT SPLICE WITHIN 8'-0" OF GRADE SHALL BE GROUTED SOLID. LAP SPLICES SHALL 8E AS FOLLOWS: 5 1/2" LOFS
a OTHER DISTURBED AREAS, DITCHES, DRAINAGE, AND SWELLS NOT
is OTHERWISE RIP-RAPPED. SEED AND FERTILIZER SHALL BE APPLIED CONTROL JOINTS. PLACE STANDARD WEIGHT (NO. 9 GAGE WIRE) BAR PLACEMENT #4 aS 10" 7/8” LOFS SITE CODE:
TO SURFACE CONDITIONS THAT WILL ENCOURAGE ROOTING. PREPARE DUR-~O-WAL OR DUR-O-WRE (OR EQUIVALENT) LADDER TYPE JOINT SINGLE BAR PER CELL CENTERED (INCHES) 25 32 15”
1-1/4" LOFG6 HARQ
document SURFACE PROPERLY TO ACCEPT SEEDS. SOW SEEOS IN TWO REINFORCEMENT AT 16" 0.C. IN ALL MASONRY WALLS. E.3. SAMPLES OF GROUT SHALL BE TAKEN PER LIFT PREPARED FOR
OPPOSITE DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY J.PROVIDE CORNER BARS AT INTERSECTING CORNERS OF WALLS & TESTING IN ACCORDANCE WITH ASTM €1019. BACKFILL OF CMU RETAINING 20° 1-5/8" LDF?
SEED PRODUCER. USE SAME SIZE & SPACING OF HORIZ. REINFORCING AS WALLS SHALL NOT COMMENCE UNTIL 7 DAYS ELAPSED AFTER GROUTING 24” 2-1/4" LOFI2
This ales SUTE_NAME:.
4.3 SUBCONTRACTOR iS RESPONSIBLE TO ENSURE GROWTH OF SEEDED IS COMPLETE, OR 28 DAY COMPRESSIVE STRENGTH HAS BEEN ATTAINED 9.2 COAXIAL CABLE
AND LANDSCAPED AREAS GY WATERING, STRAW, MULCH, NET, AND RODS NUTS & WASHERS SHALL CONFORM TO ASTM A307 AS DETERMINED BY TESTING OF GROUT SAMPLES. A. COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS. HARQUAHALA
Lec
APPROPRIATE LANDSCAPING METHODS. F.MORTAR SHALL BE TYPE S & HAVE MIN. COMPRESSIVE STRENGTH OF
B.COAXIAL CABLE SHALL BE SUPPORTED INSIDE MONOFOLES WITH
L.FLY ASH ~— IF PERMITTED BY OWNER THEN IT SHALL BE LIMITED TO 1800 PS! @ 28 DAYS.
[ADWCOMM). B.AREAS MUST HAVE SUSTAINED GROWTH SY COMPLETION OF PROJECT “KELLEM” GRIP TYPE PRODUCTS.
20% IF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT G.SPLICES ARE NOT PERMITTED IN REINFORCING BARS EXCEPT AS DETAILED SUTE_ADDRESS:
FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. OR AUTHORIZED BY STRUCTURAL ENGINEER. C.COAXIAL CABLES ON OPEN WAVEGUIDES AND ICE BRIDGES SHALL
PART 3. CONCRETE BE SECURE & SUPPORTED AS INDICATED ON DRAWINGS. LATITUDE: 33°48° 43.89" N
3.4 GENERAL H. FILL VOIDS AND MASONRY BLOCK CELLS SOLIDLY WITH GROUT U.N.O.
D.COAXIAL CABLES SHALL BE “GROUNDED TO GROUND SAR AT LONGITUDE: 113°20° 48.67" W
INC 3.1 CODES AND STANDARDS ~ SEE T-1, CODES AND REGULATIONS A, CONCRETE SUPPLIER SHALL HAVE APPROVED PLASTICIZER ON TRUCK \. PLACE (2)~#5 REINFORCING BARS AROUND OPENINGS, WITH 2°—8" MIN, ANTENNAS USING GROUNDING KITS AS SPECIFIED ON DRAWINGS.
A, CONCRETE TO BE OF GRADE 4,000 PSI, TYP. U.N.O TO AID POURING & PLACING OF PIERS & FOUNDATIONS. PROJECTION AT EACH END BEYOND OPENING, UNLESS NOTED OTHERWSE. HARQUAHALA
0.1 CABLES SHALL BE GROUNDED TO GROUND BAR AT HARQUAHALA MOUNTAIN, AZ 85357
B.ALL MATERIAL, LABOR, AND METHODS SHALL CONFORM 10 B.AIR ENTRAINING AGENT SHALL BE USED IN CONCRETE EXPOSED TO ENCOUNTERED TO PROPERLY DRAIN. feet OF TOWER OR MONOPOLE USING KITS SPECIFIED ON
Services, LA PAZ COUNTY
APPLICABLE ASTM AND ACI STANDARDS AND REQUIREMENTS. FREEZING TEMPERATURES. ORAWINGS
tL ALL CONCRETE CONSTRUCTION IN ACCORDANCE WTH AC! C.SUBCONTRACTOR |S RESPONSIBLE FOR EMBEDMENT LOCATIONS, D.2 COAXIAL CABLES SHALL BE GROUNDED TO GROUND BAR AT
ations 1 AN SIZES, AND PROPER ANCHORING TO HOLD ITEMS IN PLACE USING GROUNDING KITS AS SPECIFIED ON SHEET TITLE:
C.PERFORM CONCRETE PIER CONSTRUCTION IN ACCORDANCE ACCURATELY. petted
page
WITH ACI 336.1 AND 336. D.SUBCONTRACTOR SHALL SUPPLY AND USE APPROVED 9.3 CABLE TRAY
FORM-RELEASING AGENT ON ALL FORMS. GENERAL NOTES
A. PROVIDE COMPLETE CABLE TRAY SYSTEM WITH BENDS, FITTINGS,
E.ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WTH ACCESSORIES, ETC. AS REQUIRED.
C SMOOTH DOWELS AS SPECIFIED AND APPROVED BONDING AGENT ALLOY
8.DESCRIPTION—— ALUMINUM CONSTRUCTION. TYPE=—LADDER
GaDw F.EXPOSED CONCRETE WILL HAVE UNIFORM FINISH AND SLOPED FOR WITH 18" MAX. SPACING. DEPTH==MIN. 4°. WIDTH-=AS INDICATED
DRAINAGE UNLESS OTHERWISE NOTED, CONCRETE STOOPS, SHEET NUMBER:
ON ORAWNGS (MIN. 12" HOR!Z, RUNS, MIN, 6” VERTICAL RUNS).
LANDINGS, AND WALKWAYS SHALL BE BROOM FINISHED.
SUPPORT SPAN==8" MIN, UNLESS
he a G.SUBCONTRACTOR SHALL PROTECT CONCRETE FROM ADVERSE
GN-=2
WEATHER CONDITIONS, PREMATURE DRYING & MECHANICAL INJURY TO
ENSURE PROPER CURING.
Ce

C C) O C
—" —
PART 10. ELECTRICAL CONDUIT IN CONCRETE SLABS: PART 15: DEFERRED SUSMITTAL ITEMS: PART 14: BUILDING TOLERANCES:
BUILDING CODE:
A. €LECTRICAL CONDUIT SHALL BE RIGID STEEL CONDUIT OR FLEXIBLE ENTIRE CONTRACT DOCUMENTS SHALL BE USED TO BUILD
A. STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF 2012 EDITION OF THE INTERNATIONAL BUILDING CODE, MTH MARICOPA
PLASTIC CONDUIT. ALUMINUM CONDUIT IS PROHIBITED. BUILDING. SOME CRITICAL ITEMS REQUIRED GY OTHER
THE AISC CODE OF STANDARD PRACTICE AND ACI 117, STANDARD COUNTY AMENDMENTS.
8. CONDUIT WITH A MAXIMUM. OUTSIDE DIAMETER OF 1/6 TIMES THE DISCIPUNES MAY NOT BE SHOWN ON STRUCTURAL DRAWING SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION
permission SLAB THICKNESS MAY BE EMBEDDED IN ONE LAYER AT THE (Le. PRE=FABRICATED SHELTER, STEEL TOWER, AND MATERIALS.
MID—DEPTH OF SLABS. PRE-ENGINEERED STRUCTURE. RF DESIGN, MECHANICAL AND
C. MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 3 TIMES PLUMBING LOADS, SUPPORT PLATES ETI.)
writen CONDUIT DIAMETER PART 15: EXISTING STRUCTURE:
(TEMS SHOWN SY OTHER DISCIPLINES WITH REFERENCE TO DESIGN LOADS:
D. CONDUIT SHALL BE FIRMLY CHAIRED AND TIED TO PREVENT THESE DRAWNG BUT NOT SHOWN IN THIS SET SHALL BE A. EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR
FOR EXISTING TOWER ANALYSIS, PLEASE REFER TO STRUCTURAL REPORT.
prior DISPLACEMENT DURING POURING. CONSIDERED DESIGN BUILD ITEMS. SUB-CONTRACTOR SHALL REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN
E. PLACE #3 AT 12 INCHES ADDITIONAL REINFORCING ABOVE AND SUBMIT DESIGN BY OTHERS FOR REVIEW. THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY FOR SHELTER DESIGN, PLEASE REFER TO STRUCTURAL DESIGN
's
BELOW, PERPENDICULAR TO THE CONDUIT. THE ADDED REINFORCING THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CALCULATIONS PROVMDED BY OLDCASTLE PRECAST, INC.
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE
SHALL EXTEND 1'=0" PAST THE CONDUIT ON BOTH SIDES. CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY FOR ALL OTHER STRUCTURES:
FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD
ADWCOMM F. FOR PLACED IN SLABS ON METAL DECKING, CONDUIT SHALL OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO WIND LOAD = 120 MPH ULTIMATE WIND SPEED WiTH 3 SECOND GUST,
RUN aes THE METAL DECK FLUTES PER THE TYP'CAL CONDUIT IN THE ARCHITECT FOR RESOLUTION SEFORE BEGINNING WORK. REFER MOTOROLA SOLUTIONS
‘ON MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING EXPOSURE C.
SLAG METAL DECK DETAIL. TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEOMENTS, AND 2900 S. DIABLO WAY,
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, 8UT NOT RISK CATEGORY = IV
PART 11. LATERAL PRESSURE ON SUBGRADE WALLS: OPENINGS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL BUILDING A, SUITE 150
BE UMITED TO, BRACING, SHORING FOR LOADS DUE TO
PLANS FOR OUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SEISMIC DESIGN CATEGORY = C TEMPE, ARIZONA 85282
without A. THE DESIGN PRESSURES FOR SUBGRADE WALLS ARE BASED ON A CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER
SHOWN. TELEPHONE: 847.576.5000
“DRAINED” CONDITION, SEE _CIVIL_AND MECHANICAL ORAWINGS FOR SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, SOL SITE CLASS = C
SUBGRADE DRAINAGE SYSTEM. SEE GEOTECHNICAL REPORT FOR METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF 8. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss = 21.2%g; Sl = 6.6% WWW.MOTOROLASOLUTIONS.COM
format COMPACTION REQUIREMENTS AT SUBGRADE WALLS. SUBGRADE WALLS CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE TO PERFORM THE WECESSARY STRUCTURAL MODIFICATIONS TO THE
ANO SUPPORTING SLABS SHALL HAVE ATTAINED THEIR FULL EXISTING STRUCTURE SHOWN ON THE = STRUCTURAL AND SPECTRAL ACCELERATION PARAMETERS, Sds = 17.0%g; Sdl =
PROGRAMS jNCIDENT THERETO (NOR SHALL OBSERVATION ra
any CONCRETE STRENGTH BEFORE PLACING ANY GACKFILL. THE ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST RETAIN
in CONTRACTOR SHALL PROVIDE TEMPORARY GRACES FOR WALLS IF MSITS TO THE SITE INCLUDE INSPECTION OF THESE !TEMS). A LICENSED STRUCTURAL ENGINEER WHO SHALL INVESTIGATE WHERE
BACKFILL (S PLACED BEFORE WALLS AND SLABS ACHIEVE FULL CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED THIS TEMPORARY SHORING/BRACING IS REQUIRED, AND SHALL
CONCRETE STRENGTH. ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE COUNDATIONS
reproduced PART 12; SHOP DRAWINGS: DESIGN LIVE LOAD PER SQUARE FOOT. DESIGN THIS TEMPORARY SHORING /BRACING. SOIL REPORT 8Y PROTEX, L.L.C.; PROJECT NO. 4850 REVWSED REPORT
PART 16: SEQUENCING CONSTRUCTION AND LATERAL STASILITY: DATED 12/16/2015. SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED
A. SHOP DRAWNGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS
or IN ABODITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST A. THE STRUCTURAL COMPONENTS BY THEMSELVES ARE A SOlL OR CONTROLLED COMPACTED FILL IN ACCORDANCE WITH THE ABOVE COMMUNICATIONS SEAVICES, INC
NON=SELF={SUPPORTING STRUCTURE. LATERAL FORCES QUE TO WIND, REPORT. BOTTOM OF FOOTING TO BE 3'~0" MINIMUM BELOW FINISHED
@ THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO EDITION AND/OR ADDENDA.
SUBMITTAL, (TEMS NOT _IN os WITH CONTRACT EARTHQUAKE, OR SOIL ARE CARRIED BY THE ROOF AND FLOOR GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR /NTERIOR 14350 N. 87th ST, STE. 145
disclosed DOCUMENTS SHALL BE FLAGGED UPON teed HIS REVIEW. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR DIAPHRAGMS TO THE LATERAL SYSTEM. CERTAIN ELEMENTS SHOWN FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5-FEET FOR PERIMETER SCOTTSDALE, AZ 85260
ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ON OR LOCAL STABILITY OF OTHER £LEMENTS (SUCH AS BEAMS, FOOTINGS. DESIGN SOIL BEARING VALUE = 2,000 PSF. FOUNDATION PHONE: 480.291.6824
VERIFY ALL DIMENSIONS WITH ARCHITECT AND ALL FINISHED GRADE WITH APPROPRIATE TRADES, DRAWNGS AND
used, WITH CIVIL DRAWINGS COLUMNS, AND WALLS). IF, DUE TO SEQUENCING OF CONSTRUCTION, EXCAVATION SHALL BE INSPECTED BY SOILS ENGINEER PRIOR TO
SUBCONTRACTORS PRIOR TO CONSTRUCTION. THESE STABILITY ELEMENTS ARE NOT IN PLACE, THE CONTRACTOR PLACEMENT OF CONCRETE. PE SEAL
be BD. ANY CHANGES, SUBSTITUTIONS, OR DEVATIONS FROM CONTRACT
DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF HE SHALL RETAIN A LICENSED STRUCTURAL ENGINEER WHO SHALL
ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR CHOOSES AN OPTION, CONTRACTOR SHALL BE RESPONSIBLE INVESTIGATE WHERE TEMPORARY SHORING/BRACING [S REQUIRED, AND
camot FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL SHALL DESIGN THIS TEMPORARY SHORING/BRACING. THE CONTRACTOR SPECIAL INSPECTIONS:
It APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. DETAILS PER (BC SECTION 1701, SPECIAL INSPECTION IS REQUIRED FOR THE
SHALL PROVIDE THIS SHORING/BRACING UNTIL THE REQUIRED FOLLOWING ITEMS:
€. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE STRUCTURAL ELEMENTS AND THEIR CONNECTIONS HAVE BEEN
project. CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. INSTALLED AND REACH THEIR FINAL DESIGN STRENGTHS. 1, CONCRETE CONSTRUCTION (CONTINUOUS)
SHOP DRAWING REVIEW WHERE NOQ OETAILS ARE SHOWN, CONSTRUCTION SHALL PART 17; MISCELLANEOUS: 2. BOLTS IN CONCRETE AND HIGH STRENGTH SOLTING (CONTINUOUS)
F. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. CONFORM TO SIMILAR WORK ON THE PROJECT.
specific OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY A, REFER TO ENTIRE SET OF ENGINEERING DRAWNGS FOR DIMENSIONS 3. REINFORCING STEEL (PERIODIC)
Hoe STRUCTURAL ENGINEER OR ARCHITECT ARE NOT TO BE ALL DIMENSIONS SHOWN (INCLUDING ELEVATIONS) ON NOT SHOWN, INCLUDING BUT NOT LIMITED TO: SIZE AND LOCATION
a STRUCTURAL DRAWINGS ARE TO ASSIST CONTRACTOR IN 4. EXPANSION AND EPOXY BOLTS (CONTINUOUS):
CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR
on CONTRACTOR’S RESPONSIBILITY TO MAKE SURE ITEMS ARE VERIFICATION. SCALING DIMENSIONS FROM DRAWINGS IS NOT OPENINGS, GLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS, A) DURING PLACEMENT OF ALL EXPANSION AND EPOXY BOLTS, FOR
use CONSTRUCTED TO CONTRACT DOCUMENTS. PERMITTED. LOCATION OF ALL ITEMS SHALL BE DETERMINED ANCHOR BOLTS, EMBEDDED ITEMS, ETC. CONTRACTOR SHALL VERIFY VISUAL VERIFICATION OF HOLE
5	1	36	1	1	2	1411	1645	31	20	92.888680	BY
5	1	36	1	1	3	1468	1644	147	21	84.336372	OIMENSIONS
5	1	36	1	1	4	1643	1644	32	21	96.377609	OR
5	1	36	1	1	5	1703	1644	79	21	96.620743	NOTES
5	1	36	1	1	6	1810	1645	68	23	94.757484	ONLY;
5	1	36	1	1	7	1909	1645	35	22	72.629570	DD
5	1	36	1	1	8	1969	1645	50	20	96.694336	NOT
5	1	36	1	1	9	2044	1644	48	21	93.047905	USE
5	1	36	1	1	10	2119	1645	105	20	93.047905	GRAPHIC
2	1	37	0	0	0	1411	1672	815	1018	-1	
3	1	37	1	0	0	1412	1672	610	21	-1	
4	1	37	1	1	0	1412	1672	610	21	-1	
5	1	37	1	1	1	1412	1672	164	21	96.473267	APPEARANCE
5	1	37	1	1	2	1594	1672	30	20	96.024239	TO
5	1	37	1	1	3	1642	1672	99	21	96.331390	ASSUME
5	1	37	1	1	4	1757	1672	106	21	95.828331	SPECIFIC
5	1	37	1	1	5	1879	1672	143	21	95.928413	LOCATIONS.
3	1	37	2	0	0	1411	1708	815	170	-1	
4	1	37	2	1	0	1411	1708	813	21	-1	
5	1	37	2	1	1	1411	1708	164	21	95.244537	CONTRACTOR
5	1	37	2	1	2	1598	1708	77	21	94.619705	SHALL
5	1	37	2	1	3	1697	1708	31	21	94.619705	BE
5	1	37	2	1	4	1750	1708	165	21	96.160538	RESPONSIBLE
5	1	37	2	1	5	1938	1708	46	21	96.752846	FOR
5	1	37	2	1	6	2010	1708	160	21	95.148392	VERIFICATION
5	1	37	2	1	7	2194	1708	30	21	96.450798	OF
4	1	37	2	2	0	1412	1737	814	21	-1	
5	1	37	2	2	1	1412	1737	43	20	96.041573	ALL
5	1	37	2	2	2	1474	1737	149	19	94.469574	DIMENSIONS
5	1	37	2	2	3	1643	1737	56	19	95.704926	WITH
5	1	37	2	2	4	1721	1737	125	19	95.765450	DRAWINGS
5	1	37	2	2	5	1868	1737	49	21	96.809944	AND
5	1	37	2	2	6	1938	1737	109	21	96.577896	FINISHED
5	1	37	2	2	7	2068	1737	83	21	93.093719	GRADE
5	1	37	2	2	8	2172	1737	54	19	89.849991	WTH
4	1	37	2	3	0	1411	1764	815	21	-1	
5	1	37	2	3	1	1411	1764	57	21	76.352791	CivL
5	1	37	2	3	2	1505	1764	127	21	78.608025	ORAWNGS
5	1	37	2	3	3	1669	1764	74	21	94.275871	PRIOR
5	1	37	2	3	4	1782	1764	30	21	78.404823	TO
5	1	37	2	3	5	1849	1764	78	21	95.884666	START
5	1	37	2	3	6	1963	1764	32	21	90.214569	OF
5	1	37	2	3	7	2032	1764	194	21	90.214569	CONSTRUCTION.
4	1	37	2	4	0	1411	1792	753	22	-1	
5	1	37	2	4	1	1411	1792	108	21	95.973122	RESOLVE
5	1	37	2	4	2	1537	1792	50	20	95.973122	ANY
5	1	37	2	4	3	1601	1792	173	20	90.737610	DISCREPANCY
5	1	37	2	4	4	1790	1792	55	20	50.703209	WiTH
5	1	37	2	4	5	1863	1792	43	21	96.361137	THE
5	1	37	2	4	6	1923	1792	99	22	94.573280	RECORD
5	1	37	2	4	7	2038	1792	126	21	94.411148	ENGINEER.
4	1	37	2	5	0	1412	1828	814	23	-1	
5	1	37	2	5	1	1412	1828	99	21	93.869057	TYPICAL
5	1	37	2	5	2	1529	1828	100	21	95.479416	DETAILS
5	1	37	2	5	3	1648	1828	53	20	96.070061	MAY
5	1	37	2	5	4	1718	1828	50	20	96.861366	NOT
5	1	37	2	5	5	1786	1828	165	22	95.648849	NECESSARILY
5	1	37	2	5	6	1969	1828	32	21	96.169266	BE
5	1	37	2	5	7	2020	1828	48	21	94.962776	CUT
5	1	37	2	5	8	2088	1830	31	19	94.962776	ON
5	1	37	2	5	9	2140	1828	86	23	96.593353	PLANS,
4	1	37	2	6	0	1411	1855	501	23	-1	
5	1	37	2	6	1	1411	1855	48	21	94.857788	BUT
5	1	37	2	6	2	1475	1855	80	23	94.857788	APPLY
5	1	37	2	6	3	1570	1855	95	21	96.643440	UNLESS
5	1	37	2	6	4	1681	1855	80	21	95.708015	NOTED
5	1	37	2	6	5	1778	1855	134	23	82.889023	OTHERWISE
3	1	37	3	0	0	1411	1893	815	76	-1	
4	1	37	3	1	0	1412	1893	814	22	-1	
5	1	37	3	1	1	1412	1893	80	21	96.187447	WHERE
5	1	37	3	1	2	1523	1893	194	21	96.547897	DISCREPANCIES
5	1	37	3	1	3	1747	1893	83	19	96.653160	OCCUR
5	1	37	3	1	4	1861	1893	110	21	88.051109	BETWEEN
5	1	37	3	1	5	2002	1893	89	22	88.051109	PLANS,
5	1	37	3	1	6	2121	1893	105	22	41.255959	OETAILS,
4	1	37	3	2	0	1411	1920	814	24	-1	
5	1	37	3	2	1	1411	1920	111	21	94.723122	GENERAL
5	1	37	3	2	2	1555	1920	161	23	93.070374	STRUCTURAL
5	1	37	3	2	3	1748	1920	79	21	93.070374	NOTES
5	1	37	3	2	4	1861	1920	48	21	86.652718	AND
5	1	37	3	2	5	1942	1920	204	24	86.652718	SPECIFICATIONS,
5	1	37	3	2	6	2181	1920	44	22	96.440514	THE
4	1	37	3	3	0	1411	1948	527	21	-1	
5	1	37	3	3	1	1411	1948	109	20	96.450874	GREATER
5	1	37	3	3	2	1538	1948	187	21	95.865410	REQUIREMENTS
5	1	37	3	3	3	1742	1948	77	21	96.018112	SHALL
5	1	37	3	3	4	1834	1948	104	21	96.018112	GOVERN.
3	1	37	4	0	0	1411	1984	815	77	-1	
4	1	37	4	1	0	1822	1984	404	22	-1	
5	1	37	4	1	1	1822	1984	119	21	74.789940	PROWDEO
5	1	37	4	1	2	1977	1984	33	21	13.786449	§8Y
5	1	37	4	1	3	2046	1984	94	22	95.404907	OTHERS
5	1	37	4	1	4	2178	1984	48	21	95.200233	AND
4	1	37	4	2	0	1412	2011	814	24	-1	
5	1	37	4	2	1	1412	2011	132	22	96.071175	SUBMITTED
5	1	37	4	2	2	1574	2011	47	22	92.460075	FOR
5	1	37	4	2	3	1651	2011	93	24	83.122765	REWEW,
5	1	37	4	2	4	1774	2013	77	21	94.859894	SHALL
5	1	37	4	2	5	1879	2011	63	23	94.859894	BEAR
5	1	37	4	2	6	1972	2011	45	23	92.389343	THE
5	1	37	4	2	7	2047	2011	60	23	81.544441	SEAL
5	1	37	4	2	8	2134	2011	32	22	81.544441	OF
5	1	37	4	2	9	2194	2013	32	20	96.580727	AN
4	1	37	4	3	0	1411	2039	654	22	-1	
5	1	37	4	3	1	1411	2040	117	21	96.062614	ENGINEER
5	1	37	4	3	2	1546	2039	149	22	96.500519	REGISTERED
5	1	37	4	3	3	1711	2041	21	19	95.794891	IN
5	1	37	4	3	4	1751	2040	44	21	95.794891	THE
5	1	37	4	3	5	1813	2040	73	21	96.062881	STATE
5	1	37	4	3	6	1903	2040	31	21	96.685425	OF
5	1	37	4	3	7	1951	2040	114	21	95.003174	ARIZONA,
3	1	37	5	0	0	1411	2077	815	233	-1	
4	1	37	5	1	0	1412	2077	814	28	-1	
5	1	37	5	1	1	1412	2079	114	21	93.750282	SUPPLIER
5	1	37	5	1	2	1558	2079	30	21	93.750282	OF
5	1	37	5	1	3	1616	2079	152	23	88.897926	ENGINEERED
5	1	37	5	1	4	1798	2080	158	20	96.665703	STRUCTURAL
5	1	37	5	1	5	1986	2080	166	21	91.516922	COMPONENTS
5	1	37	5	1	6	2181	2077	45	28	21.715240	(i.e.
4	1	37	5	2	0	1412	2108	812	28	-1	
5	1	37	5	2	1	1412	2110	72	22	92.067192	STEEL
5	1	37	5	2	2	1526	2110	89	23	91.539810	JOISTS,
5	1	37	5	2	3	1660	2110	93	23	91.796730	STAIRS,
5	1	37	5	2	4	1796	2110	113	22	93.236183	PRECAST
5	1	37	5	2	5	1951	2108	81	28	94.160828	ITEMS)
5	1	37	5	2	6	2076	2110	76	22	77.559135	SHALL
5	1	37	5	2	7	2194	2110	30	22	77.559135	BE
4	1	37	5	3	0	1411	2138	813	22	-1	
5	1	37	5	3	1	1411	2138	165	21	96.367859	RESPONSIBLE
5	1	37	5	3	2	1595	2139	47	20	95.325600	FOR
5	1	37	5	3	3	1662	2139	127	21	91.572754	COMPLETE
5	1	37	5	3	4	1807	2139	85	21	95.853218	DESIGN
5	1	37	5	3	5	1912	2139	50	20	96.425949	AND
5	1	37	5	3	6	1981	2139	77	21	96.596336	SHALL
5	1	37	5	3	7	2076	2139	48	21	96.561424	USE
5	1	37	5	3	8	2142	2139	82	21	96.378448	ENTIRE
4	1	37	5	4	0	1411	2166	813	22	-1	
5	1	37	5	4	1	1411	2166	130	21	96.119560	CONTRACT
5	1	37	5	4	2	1562	2166	149	21	95.786598	DOCUMENTS
5	1	37	5	4	3	1734	2166	30	21	95.610786	TO
5	1	37	5	4	4	1783	2167	102	20	80.154510	INCLUDE
5	1	37	5	4	5	1908	2167	42	20	96.088097	ALL
5	1	37	5	4	6	1969	2167	81	20	96.088097	LOADS
5	1	37	5	4	7	2073	2167	48	20	96.713654	AND
5	1	37	5	4	8	2143	2167	81	21	96.713654	DETAIL
4	1	37	5	5	0	1411	2194	813	22	-1	
5	1	37	5	5	1	1411	2194	186	22	95.718208	REQUIREMENTS
5	1	37	5	5	2	1625	2194	67	20	95.483322	FROM
5	1	37	5	5	3	1722	2194	43	21	69.761574	ALL
5	1	37	5	5	4	1793	2194	151	22	69.761574	DISCIPLINES.
5	1	37	5	5	5	2002	2194	117	22	59.417633	SUPPLIER
5	1	37	5	5	6	2149	2194	75	22	59.417633	SHALL
4	1	37	5	6	0	1411	2221	813	23	-1	
5	1	37	5	6	1	1411	2221	103	22	95.849442	PROVIDE
5	1	37	5	6	2	1532	2223	145	20	95.743973	ADDITIONAL
5	1	37	5	6	3	1693	2223	120	21	96.275101	MATERIAL
5	1	37	5	6	4	1829	2223	121	20	95.183945	REQUIRED
5	1	37	5	6	5	1969	2223	30	20	95.248093	TO
5	1	37	5	6	6	2017	2223	63	21	95.248093	MEET
5	1	37	5	6	7	2098	2223	42	21	96.072350	ALL
5	1	37	5	6	8	2158	2223	66	21	96.479591	THEIR
4	1	37	5	7	0	1411	2250	813	29	-1	
5	1	37	5	7	1	1411	2253	186	21	94.956734	REQUIREMENTS
5	1	37	5	7	2	1634	2253	47	23	82.979530	FOR
5	1	37	5	7	3	1720	2253	167	21	82.979530	INSTALLATION
5	1	37	5	7	4	1926	2250	45	29	40.786842	{i.e.
5	1	37	5	7	5	2011	2253	71	21	83.404137	WIDER
5	1	37	5	7	6	2121	2255	103	19	88.129799	BEARING
4	1	37	5	8	0	1411	2282	512	28	-1	
5	1	37	5	8	1	1411	2285	97	22	93.275932	PLATES,
5	1	37	5	8	2	1526	2285	82	22	90.932556	SHIMS,
5	1	37	5	8	3	1625	2284	118	22	96.709824	ERECTION
5	1	37	5	8	4	1760	2285	77	21	92.545158	BOLTS
5	1	37	5	8	5	1853	2282	70	28	90.034142	ETC.).
3	1	37	6	0	0	1411	2321	813	57	-1	
4	1	37	6	1	0	1411	2321	813	21	-1	
5	1	37	6	1	1	1411	2321	160	21	95.649712	STRUCTURAL
5	1	37	6	1	2	1597	2321	74	21	94.104996	STEEL
5	1	37	6	1	3	1697	2321	116	21	92.069237	SUPPLIER
5	1	37	6	1	4	1841	2321	77	21	92.648575	SHALL
5	1	37	6	1	5	1944	2321	103	21	92.648575	FURNISH
5	1	37	6	1	6	2076	2322	76	20	96.098091	BOLTS
5	1	37	6	1	7	2179	2321	45	21	96.549477	FOR
4	1	37	6	2	0	1411	2349	665	29	-1	
5	1	37	6	2	1	1411	2352	66	20	96.329025	OSHA
5	1	37	6	2	2	1493	2352	173	21	95.671631	CONNECTIONS
5	1	37	6	2	3	1682	2349	57	29	92.549759	(SEE
5	1	37	6	2	4	1756	2352	123	20	59.017757	DRAWINGS
5	1	37	6	2	5	1896	2352	46	20	96.851082	FOR
5	1	37	6	2	6	1959	2349	117	29	93.965508	DETAILS).
3	1	37	7	0	0	1411	2388	813	135	-1	
4	1	37	7	1	0	1412	2388	812	21	-1	
5	1	37	7	1	1	1412	2388	62	21	93.364685	WALL
5	1	37	7	1	2	1495	2388	107	20	95.274460	SHORING
5	1	37	7	1	3	1624	2388	77	21	95.690315	SHALL
5	1	37	7	1	4	1723	2388	30	21	95.672318	BE
5	1	37	7	1	5	1774	2388	128	21	95.672318	INSTALLED
5	1	37	7	1	6	1924	2388	72	20	96.292213	PRIOR
5	1	37	7	1	7	2020	2388	30	21	80.414848	TO
5	1	37	7	1	8	2071	2388	153	21	78.628151	GACKFILLING
4	1	37	7	2	0	1411	2415	813	23	-1	
5	1	37	7	2	1	1411	2415	87	21	78.843918	BEHIND
5	1	37	7	2	2	1537	2417	44	19	77.432068	ALL
5	1	37	7	2	3	1616	2415	112	21	92.067360	BUILDING
5	1	37	7	2	4	1763	2415	127	21	85.102127	RETAINING
5	1	37	7	2	5	1927	2417	86	21	85.102127	WALLS,
5	1	37	7	2	6	2050	2417	95	21	84.858131	UNLESS
5	1	37	7	2	7	2182	2417	42	21	84.858131	ALL
4	1	37	7	3	0	1411	2444	813	21	-1	
5	1	37	7	3	1	1411	2444	159	21	92.419296	RESTRAINING
5	1	37	7	3	2	1600	2444	78	21	95.550629	SLABS
5	1	37	7	3	3	1707	2444	48	21	93.043968	ARE
5	1	37	7	3	4	1783	2444	135	21	93.043968	INSTALLED.
5	1	37	7	3	5	1975	2444	48	21	89.592125	USE
5	1	37	7	3	6	2052	2444	172	21	87.899910	HANDTAPPING
4	1	37	7	4	0	1411	2472	813	26	-1	
5	1	37	7	4	1	1411	2475	63	21	96.075836	ONLY
5	1	37	7	4	2	1490	2475	68	20	95.729683	WHEN
5	1	37	7	4	3	1576	2475	80	20	93.196182	WITHIN
5	1	37	7	4	4	1675	2472	75	26	54.492897	8'-0
for G. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIGR TO 8} DIAMETER AND DEPTH AND PLACEMENT DF BOLT AND /OR EPOXY
BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY, CONSTRUCTION. WHERE SECTIONS ARE INDICATED ON THE PLAN BY
solely 5. SOIL COMPACTION BELOW SLAB ON GRADE (PERIODIC)
H. REVEWING |S INTENDED ONLY AS AN AID TO THE CONTRACTOR IN A NUMBER AND A DRAWING NUMBER THUS, 1/C5, THE INDICATED
OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBIUTY FOR SECTION (1) iS SHOWN ON C5. 6. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: DESIGNER: JASON neo}
CORRECTNESS SHALL REST WTH THE CONTRACTOR
PART 18: SPECIAL INSPECTION AND OBSERVATION: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO
information |. QEFERRED SUBMITTALS:; (IBC 106,3.4 2) BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS
A, THE PROJECT OWNER, MARICOPA COUNTY, WILL PROVIDE THE SUBMITTALS
J, FOR THE PURPOSES OF THIS SECTION, et SUBMITTALS ARE DIRECTION ON REQUIRED SPECIAL INSPECTION ITEMS AND AND SPECIFICATION.
DEFINED AS THOSE ree S OF APPLICATION. THE D STRUCTURAL OBSERVATION AS REQUIRED BY MARICOPA COUNTY RFP. 8) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO REV.| OATE DESCRIPTION |BY
SUBMITTED AT THE TIME OF THE AND WHICH ARE TO
contains TO THE BUILDING OFFICIAL WITHIN A SPECIFIED B. SPECIAL INSPECTIONS & SPECIAL INSPECTIONS FOR SEISMIC THE CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION. 1 | 03.14.16 REVIEW uN
See CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION
RESISTANCE (FOR SEISMIC DESIGN CATEGORY C) ARE REQUIRED FOR 2 | 03.17.16 UPDATE MW AW
SHALL PROVIDE INSPECTION REPORTS TO BUILDING OFFICIAL &
and K. DEFERRAL OF ANY SUBMITTAL_ITEMS SHALL HAVE PRIOR APPROVAL THE FOLLOWING ITEMS ON THIS PROJECT:
OF THE BUILDING OFFICIAL. THE ARCHITECT OR ENGINEER OF RECORD . ANY ENGINEERING QESIGN, ENGINEER OF RECORD. DISCREPANCIES SHALL BE BROUGHT TO 3 | 03.30.16 [CUENT COMMENTS] AW
8.1. STRUCTURAL STEEL PER IBC 1704.3 AND 1707.2. APPROVED IMMEDIATE ATTENTION OF CONTRACTOR FOR CORRECTION. iF
SHALL LIST THE DEFERRED SUBMITTALS ON THE PLANS AND THE FABRICATOR CERTIFICATES FROM AISC OR ICC MUST BE 4 | 10.11.17 COMMENTS AW
OWNER/CONTRACTOR SHALL SUBMIT THE DEFERRED SUBMITTAL UNCORRECTED, DISCREPANCIES SHALL BE SUBMITTED TO DESIGN
ADWCOMM DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL. PROVIDED TO THE BUILDING OFFICIAL TO WAIVE INSPECTION AUTHORITY AND BUILDING OFFICIAL. 5 | 10.12.17 COMMENTS AW
OF SHOP FABRICATION,
L. SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE C) UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER SHALL
SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL 6.2. REINFORCED CONCRETE AND PUOST-INSTALLED ANCHORS COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT THE INFORMATION CONTAINED IN THIS SET
of REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH PER IBC 1704.4 & 1707.7 ANO THE ICC~ES REPORT FOR TO THE BEST OF HIS KNOWLEDGE THE WORK IS IN THE OF DOCUMENTS IS PROPRIETARY BY NATURE!
ANY USE OR DISCLOSURE OTHER THAN THAT|
item A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS THE PRODUCT(S) USED CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS
WHICH RELATES TO MARICOPA COUNTY'S
HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN
C. THE LPG STANDBY EMERGENCY GENERATOR IS A DESIGNATED SEISMIC AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. P25 RADIO SYSTEM INFRASTRUCTURE
GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE
SYSTEM REQUIRING SEISMIC QUALIFICATION IN ACCORDANCE WITH I8C UPGRADE IS STRICTLY PROHIBITED.
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR D) SPECIAL INSPECTIONS ARE TO BE PERFORMED INDEPENDENTLY AND
proprictary DESIGN AND SUBMITTAL DOCUMENTS HAVE GEEN APPROVED 8Y THE 1708.4 & ASCE 7. IN ADDITION TO BUILDING OFFICIAL’S SCHEDULED INSPECTIONS.
BUILDING OFFICIAL. | PLOT DATE: 10/17/17 |
a PART 19: DUTIES & RESPONSIBILITIES OF SPECIAL INSPECTOR:
is ADDITONAL MOTOROLA R56 SPECIFICATIONS:
A. SPECIAL INSPECTOR SHALL OBSERVE WORK ASSIGNED TO VERIFY SLTE_CODE:
ACCORDANCE WITH APPROVED DESIGN DRAWINGS & SPECIFICATIONS, HARQ
document SECTION 4.4.1,2.2 GROUND ROD INSTALLATION:
8B. CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION SHALL
OR WITHIN HALF THE WALL HEIGHT PROMIDE INSPECTION REPORTS TO QUILDING OFFICIAL & ENGINEER OF * GROUND RODS THAT CANNOT BE DRIVEN STRAIGHT DOWN, DUE TO
This OF BACKFILLED WALL. RECORD. DISCREPANCIES SHALL GE SROUGHT TO IMMEDIATE CONTACT WTH ROCK FORMATIONS, MAY BE DRIVEN AT AN OBLIQUE SITE_NAME:
ATTENTION OF CONTRACTOR FOR CORRECTION. IF UNCORRECTED, ANGLE OF NOT GREATER THAN 45 DEGREES FROM THE VERTICAL, OR
CONTINUOUS FOUNDATION DRAIN PIPES (FRENCH DRAINS) OR MAY BE BURIED HORIZONTALLY AND PERPENDICULAR TO THE BUILDING, HARQUAHALA
QISCREPANCIES SHALL BE SUBMITTED TO DESIGN AUTHORITY AND
WEEP HOLES SHALL BE PROVIDED BEHIND ALL
BUILDING OFFICIAL. N A TRENCH AT LEAST 762 MM (30 IN.) DEEP.
(ADWCOMM). BASEMENT WALLS AND ALL EXTERIOR RETAINING WALLS THAT
C. UPON COMPLETION OF ASSIGNED WORK, THE ENGINEER SHALL SEAL
RETAIN MORE THAN 3'-O" OF SOIL WEEP HOLES WHERE USED SITE ADDRESS:
& SIGN APPROPRIATE FORMS CERTIFYING TO BEST OF KNOWLEDGE
SHALL BE 2” IN DIAMETER AT 6'-0" O0.C. MAXIMUM.
THE WORK IS IN CONFORMANCE WITH APPROVED PLANS & LATITUDE: 33°48’ 43.89" N
SPECIFICATION & APPLICABLE WORKMANSHIP PROVISIONS OF THE LONGITUDE: 113°20' 48.67" W
INC
CODE. HARQUAHALA
D. SPECIAL INSPECTIONS ARE TO BE PERFORMED INDEPENDENTLY AND iN HARQUAHALA MOUNTAIN, AZ 85357
Services, ADDITION TO BUILDING OFFICIAL'S SCHEDULED INSPECTIONS. LA PAZ COUNTY
SHEET TITLE:
Communications GENERAL, STRUCTURAL
& INSPECTION NOTES
SADW
SHEET NUMBER:
GN—
Copyright 3

C O) O
EW. EACH WAY UL or UL. UNDERWRITERS LABORATORIES, INC.
ABBREVIATION DESCRIPTION
Ewe ELECTRIC WATER COOLER U.N_O. UNLESS NOTED OTHWERWISE
# POUNDS OR LBS.
EXxiST. / (E) EXISTING UT or U/T UNDERGROUND TELCO
permisainey A AMPERES (ELEC)
EXT. EXTERIOR VOLTS PARIZONAL
AB ANCHOR BOLT i
xP EXPLOSION PROOF VOLTAGE STANDING WAVE RATIO
ABC AGGREGATE BASE COURSE
FA FIRE ALARM WIRE. eae
writen
A/C AIR CONDITIONER
FAB FABRICATE WEATHERPROOF — NEMA 3R
ay
prior ACI AMERICAN CONCRETE INSTITUTE FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY
°s ACP ACOUSTICAL CEILING PANEL FOUNDATION
AF AMPERES FRAME (BREAKER RATING) FLA FULL LOAD AMPS
ADWCOMM AFF. ABOVE FINISHED FLOOR FLR FLOOR REVISION
MOTOROLA SOLUTIONS
AFG. ABOVE FINISHED GRADE FLUOR FLUGRESCENT
EYED NOTES 2900 S. DIABLO WAY,
AF&PA AMERICAN FOREST AND PAPER ASS FOH FRONT OF HOUSE BUILDING A, SUITE 150
AGL. ABOVE GROUND LEVEL ROOW NUMBER TEMPE, ARIZONA 85282
without F.O.M. FACE OF MASONRY
TELEPHONE: 847.576.5000
AH AMPERE HOURS (ELEC) FUSE CENTER LINE
WWW. MOTOROL ASOLUTIONS.COM
format AIA AMERICAN INSTITUTE OF ARCHITECTS FW FILLET WELD
PROPERTY LINE
AIC AMPS INTERRUPTING CAPACITY FY YIELD STRESS OF STEEL
any DRAINAGE O1TCH / WATER FLOW CIRECTION
AL AUDIENCE LEFT GROUNDING (ELEC)
in
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION GA GAGE OR GAUGE EASEMENT LINE
reproduced AISI AMERICAN (RON & STEEL INSTITUTE GALV GALVANIZED
—fb—FB—Fe= FIBER
AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION GB GRADE BREAK
-as—as— GAS LINE
of ALT ALTERNATE GEN GENERATOR COMMUNICATIONS SERVICES, INC
ALUM. ALUMINUM GRD GRADE OR EXISTING GRADE =inE ——OHE= OVERHEARD POWER LINE 14350 N. 87th ST., STE. 145
disclosed AMA AMERICAN INSTITUTE OF ARCHITECTS GFCI GROUND FAULT CIRCUIT INTERRUPTER -E=E= Em UNDERGROUND ELECTRICAL ROUTE SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
AISC AMERICAN INST. OF STEEL CONSTRUCTION G.5.N GENERAL STRUCTURAL NOTES Ct bel tad UNDERGROUND MONITOR CONDUIT
used,
AISI AMERICAN IRON & STEEL INSTITUTE HOA HAND=OFF=AUTO (ELEC) PE SEAL
=X XX
be AITC AMERICAN INST. OF TIMBER CONSTRUCTION
HVAC HEATING, VENTILATION AND AIR CONDITIONING
cannot ANSL ABOVE MEAN SEA LEVEL EQuIP
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE HORSEPOWER
It
ANC ANCHOR HV HIGH VOLTAGE
pruyect.
APA APA~ENGINEERED WOOD ASSOCIATION HZ HERTZ
AITC AMERICAN INST. OF TIMBER CONSTRUCTION BC INTERNATIONAL BUILDING CODE
specific APL. ASOVE PARAPET LEVEL CBO INTERNATIONAL CONFERENCE OF BUILDING CODES
a AR AUDIENCE RIGHT CC INTERNATIONAL CODE COUNCIL
on
ARL. ABOVE ROOF LEVEL EEE INSTITUTE OF ELECTRICAL AND ELECTRONICS
use ENGINEERS
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
for ISOLATED GROUND
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION &
AIR CONDITIONING ENGINEERS GZ ISOLATED GROUND ZONE
sulely
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS PGB INTERNAL PERIMETER GROUND BUS CONDUCTOR — CTY
] DESIGNER: JASON nco|
ASTM AMERICAN SOCIETY FOR TESTING & MATS, HALO
3	1	26	2	0	0	1473	1791	408	60	-1	
4	1	26	2	1	0	1473	1791	408	22	-1	
5	1	26	2	1	1	1473	1793	190	19	96.857483	INTERNATIONAL
5	1	26	2	1	2	1680	1791	52	22	91.527000	PIPE
5	1	26	2	1	3	1749	1792	132	20	91.527000	STANDARD
4	1	26	2	2	0	1473	1830	183	21	-1	
5	1	26	2	2	1	1473	1830	118	21	88.636223	JUNCTION
5	1	26	2	2	2	1608	1830	48	21	95.629669	BOX
3	1	26	3	0	0	1475	1869	226	29	-1	
4	1	26	3	1	0	1475	1869	226	29	-1	
5	1	26	3	1	1	1475	1872	58	20	95.910789	1000
5	1	26	3	1	2	1549	1872	101	21	96.868591	POUNDS
5	1	26	3	1	3	1666	1869	35	29	88.750473	(4)
3	1	26	4	0	0	1473	1910	115	21	-1	
4	1	26	4	1	0	1473	1910	115	21	-1	
5	1	26	4	1	1	1473	1910	115	21	87.365135	KILOVOLT
3	1	26	5	0	0	1473	1949	280	58	-1	
4	1	26	5	1	0	1473	1949	280	21	-1	
5	1	26	5	1	1	1473	1949	115	21	91.088844	KILOVOLT
5	1	26	5	1	2	1605	1958	16	4	49.377266	-
5	1	26	5	1	3	1641	1949	112	21	96.921936	AMPERES
4	1	26	5	2	0	1473	1988	120	19	-1	
5	1	26	5	2	1	1473	1988	120	19	88.608040	KILOWATT
2	1	27	0	0	0	1471	2025	530	1133	-1	
3	1	27	1	0	0	1473	2025	270	59	-1	
4	1	27	1	1	0	1473	2025	253	21	-1	
5	1	27	1	1	1	1473	2025	120	21	90.354645	KILOWATT
5	1	27	1	1	2	1608	2034	18	5	75.995773	—
5	1	27	1	1	3	1644	2025	82	21	95.961617	HOURS
4	1	27	1	2	0	1473	2064	270	20	-1	
5	1	27	1	2	1	1473	2064	126	20	92.850296	LIGHTNING
5	1	27	1	2	2	1615	2064	128	20	92.850296	ARRESTOR
3	1	27	2	0	0	1473	2102	130	21	-1	
4	1	27	2	1	0	1473	2102	130	21	-1	
5	1	27	2	1	1	1473	2102	49	21	95.761543	LIVE
5	1	27	2	1	2	1539	2102	64	21	95.761543	LOAD
3	1	27	3	0	0	1473	2141	204	21	-1	
4	1	27	3	1	0	1473	2141	204	21	-1	
5	1	27	3	1	1	1473	2141	108	21	95.843254	LIGHTING
5	1	27	3	1	2	1597	2141	80	21	95.843254	PANEL
3	1	27	4	0	0	1473	2178	430	213	-1	
4	1	27	4	1	0	1473	2178	384	21	-1	
5	1	27	4	1	1	1473	2178	108	21	95.974731	LIGHTING
5	1	27	4	1	2	1597	2178	162	21	67.239532	DISTRIBUTION
5	1	27	4	1	3	1777	2178	80	21	92.986923	PANEL
4	1	27	4	2	0	1473	2217	318	21	-1	
5	1	27	4	2	1	1473	2217	121	21	96.108986	LIQUEFIED
5	1	27	4	2	2	1611	2217	115	21	96.395515	PROPANE
5	1	27	4	2	3	1743	2217	48	21	95.820030	GAS
4	1	27	4	3	0	1473	2255	304	21	-1	
5	1	27	4	3	1	1473	2255	178	21	77.741692	LET~THROUGH
5	1	27	4	3	2	1669	2256	108	20	96.476189	VOLTAGE
4	1	27	4	4	0	1473	2294	430	21	-1	
5	1	27	4	4	1	1473	2294	180	21	74.794434	LOW-VOLTAGE
5	1	27	4	4	2	1669	2294	63	21	95.889160	LOAD
5	1	27	4	4	3	1749	2294	154	21	96.405380	DISCONNECT
4	1	27	4	5	0	1473	2333	315	21	-1	
5	1	27	4	5	1	1473	2333	67	19	96.571274	LIGHT
5	1	27	4	5	2	1557	2333	88	19	96.471031	WEIGHT
5	1	27	4	5	3	1660	2333	128	21	96.270622	CONCRETE
4	1	27	4	6	0	1473	2370	120	21	-1	
5	1	27	4	6	1	1473	2370	120	21	96.214340	MASONRY
3	1	27	5	0	0	1473	2409	111	20	-1	
4	1	27	5	1	0	1473	2409	111	20	-1	
5	1	27	5	1	1	1473	2409	111	20	96.247429	MAXIMUM
3	1	27	6	0	0	1473	2447	186	21	-1	
4	1	27	6	1	0	1473	2447	186	21	-1	
5	1	27	6	1	1	1473	2447	108	21	95.996765	MACHINE
5	1	27	6	1	2	1597	2447	62	21	96.017044	BOLT
3	1	27	7	0	0	1471	2486	335	135	-1	
4	1	27	7	1	0	1473	2486	297	21	-1	
5	1	27	7	1	1	1473	2486	57	19	95.948303	MAIN
5	1	27	7	1	2	1548	2486	94	19	96.122101	CIRCUIT
5	1	27	7	1	3	1657	2486	113	21	96.287567	BREAKER
4	1	27	7	2	0	1471	2523	323	21	-1	
5	1	27	7	2	1	1471	2523	84	21	96.254059	MOTOR
5	1	27	7	2	2	1572	2523	114	21	96.158089	CONTROL
5	1	27	7	2	3	1701	2525	93	19	96.149422	CENTER
4	1	27	7	3	0	1471	2562	335	23	-1	
5	1	27	7	3	1	1471	2562	59	20	96.304436	MAIN
5	1	27	7	3	2	1548	2562	163	22	17.576342	DISTRIBUTION
5	1	27	7	3	3	1729	2562	77	23	95.918343	PANEL
4	1	27	7	4	0	1471	2600	158	21	-1	
5	1	27	7	4	1	1471	2600	158	21	95.980789	MECHANICAL
3	1	27	8	0	0	1471	2639	281	59	-1	
4	1	27	8	1	0	1471	2639	281	21	-1	
5	1	27	8	1	1	1471	2639	98	21	96.506958	MASTER
5	1	27	8	1	2	1585	2639	101	21	95.622955	GROUND
5	1	27	8	1	3	1703	2639	49	21	96.548515	BUS
4	1	27	8	2	0	1471	2678	104	20	-1	
5	1	27	8	2	1	1471	2678	104	20	94.621292	MINIMUM
3	1	27	9	0	0	1471	2716	200	21	-1	
4	1	27	9	1	0	1471	2716	200	21	-1	
5	1	27	9	1	1	1471	2716	200	21	96.284698	MISCELLANEOUS
3	1	27	10	0	0	1471	2755	219	21	-1	
4	1	27	10	1	0	1471	2755	219	21	-1	
5	1	27	10	1	1	1471	2755	59	19	96.207649	MAIN
5	1	27	10	1	2	1548	2755	61	19	95.937943	LUGS
5	1	27	10	1	3	1626	2755	64	21	95.621040	ONLY
3	1	27	11	0	0	1471	2792	240	21	-1	
4	1	27	11	1	0	1471	2792	240	21	-1	
5	1	27	11	1	1	1471	2792	120	21	95.253517	MASONRY
5	1	27	11	1	2	1607	2792	104	21	95.882347	OPENING
3	1	27	12	0	0	1471	2830	530	97	-1	
4	1	27	12	1	0	1471	2830	312	22	-1	
5	1	27	12	1	1	1471	2831	114	20	96.390450	MODULES
5	1	27	12	1	2	1602	2831	31	20	96.854141	OF
5	1	27	12	1	3	1648	2830	135	22	96.505547	ELASTICITY
4	1	27	12	2	0	1471	2869	530	23	-1	
5	1	27	12	2	1	1471	2869	162	23	96.638908	MECHANICAL,
5	1	27	12	2	2	1651	2869	129	23	95.655762	PLUMBING,
5	1	27	12	2	3	1800	2870	48	20	95.959167	AND
5	1	27	12	2	4	1864	2869	137	21	96.279686	ELECTRICAL
4	1	27	12	3	0	1471	2908	116	19	-1	
5	1	27	12	3	1	1471	2908	116	19	96.209236	MOUNTED
3	1	27	13	0	0	1471	2945	125	21	-1	
4	1	27	13	1	0	1471	2945	125	21	-1	
5	1	27	13	1	1	1471	2945	125	21	96.341652	MOUNTING
3	1	27	14	0	0	1471	2984	335	59	-1	
4	1	27	14	1	0	1471	2984	335	21	-1	
5	1	27	14	1	1	1471	2984	114	20	95.586563	NETWORK
5	1	27	14	1	2	1603	2984	131	21	93.984207	INTERFACE
5	1	27	14	1	3	1750	2984	56	20	95.464165	UNIT
4	1	27	14	2	0	1471	3022	111	21	-1	
5	1	27	14	2	1	1471	3022	111	21	95.894829	NEUTRAL
3	1	27	15	0	0	1471	3061	239	21	-1	
4	1	27	15	1	0	1471	3061	239	21	-1	
5	1	27	15	1	1	1471	3061	131	20	96.370331	NORMALLY
5	1	27	15	1	2	1617	3061	93	21	96.124176	CLOSED
3	1	27	16	0	0	1471	3098	359	60	-1	
4	1	27	16	1	0	1471	3098	359	21	-1	
5	1	27	16	1	1	1471	3098	120	21	94.085884	NATIONAL
5	1	27	16	1	2	1608	3098	144	21	96.035240	ELECTRICAL
5	1	27	16	1	3	1767	3098	63	21	95.391609	CODE
4	1	27	16	2	0	1471	3137	171	21	-1	
5	1	27	16	2	1	1471	3137	171	21	74.512215	NON-FUSIBLE
2	1	28	0	0	0	2221	290	65	96	-1	
3	1	28	1	0	0	2221	290	65	96	-1	
4	1	28	1	1	0	2221	290	65	20	-1	
5	1	28	1	1	1	2221	290	65	20	96.046120	NFPA
4	1	28	1	2	0	2221	328	39	21	-1	
5	1	28	1	2	1	2221	328	39	21	85.763489	NIC
4	1	28	1	3	0	2221	367	54	19	-1	
5	1	28	1	3	1	2221	367	54	19	96.175186	NIST
2	1	29	0	0	0	2221	429	137	714	-1	
3	1	29	1	0	0	2221	429	31	19	-1	
4	1	29	1	1	0	2221	429	31	19	-1	
5	1	29	1	1	1	2221	429	31	19	72.319633	NL
3	1	29	2	0	0	2222	466	33	20	-1	
4	1	29	2	1	0	2222	466	33	20	-1	
5	1	29	2	1	1	2222	466	33	20	92.279533	NO
3	1	29	3	0	0	2222	504	47	21	-1	
4	1	29	3	1	0	2222	504	47	21	-1	
5	1	29	3	1	1	2222	504	47	21	95.820930	NSF
3	1	29	4	0	0	2222	543	45	20	-1	
4	1	29	4	1	0	2222	543	45	20	-1	
5	1	29	4	1	1	2222	543	45	20	96.497536	NTS
3	1	29	5	0	0	2223	580	129	59	-1	
4	1	29	5	1	0	2223	580	129	22	-1	
5	1	29	5	1	1	2223	580	32	22	48.639603	Oc
5	1	29	5	1	2	2272	587	24	15	92.766594	or
5	1	29	5	1	3	2313	581	39	21	81.703003	0.C
4	1	29	5	2	0	2223	619	52	20	-1	
5	1	29	5	2	1	2223	619	52	20	28.053160	OFC!
3	1	29	6	0	0	2223	658	15	19	-1	
4	1	29	6	1	0	2223	658	15	19	-1	
5	1	29	6	1	1	2223	658	15	19	87.365570	P
3	1	29	7	0	0	2223	695	31	21	-1	
4	1	29	7	1	0	2223	695	31	21	-1	
5	1	29	7	1	1	2223	695	31	21	51.115433	Pe
3	1	29	8	0	0	2223	736	135	59	-1	
4	1	29	8	1	0	2223	736	135	21	-1	
5	1	29	8	1	1	2223	736	33	21	93.294250	PC
5	1	29	8	1	2	2273	742	23	15	93.294250	or
5	1	29	8	1	3	2312	737	46	20	64.682205	PC.
4	1	29	8	2	0	2225	775	47	20	-1	
5	1	29	8	2	1	2225	775	47	20	94.915634	PCA
3	1	29	9	0	0	2225	813	46	21	-1	
4	1	29	9	1	0	2225	813	46	21	-1	
5	1	29	9	1	1	2225	813	46	21	96.603027	PCF
3	1	29	10	0	0	2225	852	35	19	-1	
4	1	29	10	1	0	2225	852	35	19	-1	
5	1	29	10	1	1	2225	852	35	19	64.651108	Pcl
3	1	29	11	0	0	2225	894	46	19	-1	
4	1	29	11	1	0	2225	894	46	19	-1	
5	1	29	11	1	1	2225	894	46	19	96.553078	PDP
3	1	29	12	0	0	2225	931	31	21	-1	
4	1	29	12	1	0	2225	931	31	21	-1	
5	1	29	12	1	1	2225	931	31	21	96.022552	PH
3	1	29	13	0	0	2225	970	28	21	-1	
4	1	29	13	1	0	2225	970	28	21	-1	
5	1	29	13	1	1	2225	970	28	21	95.933456	PL
3	1	29	14	0	0	2225	1009	43	20	-1	
4	1	29	14	1	0	2225	1009	43	20	-1	
5	1	29	14	1	1	2225	1009	43	20	91.398933	PL.
3	1	29	15	0	0	2225	1047	43	19	-1	
4	1	29	15	1	0	2225	1047	43	19	-1	
5	1	29	15	1	1	2225	1047	43	19	91.001633	PLF
3	1	29	16	0	0	2225	1084	46	21	-1	
4	1	29	16	1	0	2225	1084	46	21	-1	
5	1	29	16	1	1	2225	1084	46	21	96.561806	PLY
3	1	29	17	0	0	2226	1123	30	20	-1	
4	1	29	17	1	0	2226	1123	30	20	-1	
5	1	29	17	1	1	2226	1123	30	20	92.209358	PP
2	1	30	0	0	0	2226	1162	153	20	-1	
3	1	30	1	0	0	2226	1162	153	20	-1	
4	1	30	1	1	0	2226	1162	153	20	-1	
5	1	30	1	1	1	2226	1162	35	20	78.144081	PS!
5	1	30	1	1	2	2279	1167	24	15	92.825134	or
5	1	30	1	1	3	2318	1162	61	20	33.889420	P.S.I.
2	1	31	0	0	0	2226	1200	117	990	-1	
3	1	31	1	0	0	2226	1200	29	19	-1	
4	1	31	1	1	0	2226	1200	29	19	-1	
5	1	31	1	1	1	2226	1200	29	19	96.898125	PT
3	1	31	2	0	0	2226	1239	34	20	-1	
4	1	31	2	1	0	2226	1239	34	20	-1	
5	1	31	2	1	1	2226	1239	34	20	86.123863	PTl
3	1	31	3	0	0	2226	1277	99	326	-1	
4	1	31	3	1	0	2226	1277	35	20	-1	
5	1	31	3	1	1	2226	1277	35	20	39.134361	PV
4	1	31	3	2	0	2226	1315	80	20	-1	
5	1	31	3	2	1	2226	1315	80	20	90.375175	PXFMR
4	1	31	3	3	0	2226	1353	49	21	-1	
5	1	31	3	3	1	2226	1353	49	21	95.401939	RAD
4	1	31	3	4	0	2226	1392	47	21	-1	
5	1	31	3	4	1	2226	1392	47	21	50.308067	RBS
4	1	31	3	5	0	2226	1431	47	19	-1	
5	1	31	3	5	1	2226	1431	47	19	95.251770	RCP
4	1	31	3	6	0	2226	1468	47	21	-1	
5	1	31	3	6	1	2226	1468	47	21	96.278709	ROP
4	1	31	3	7	0	2226	1507	99	21	-1	
5	1	31	3	7	1	2226	1507	99	21	91.986252	RECEPT,
4	1	31	3	8	0	2226	1545	47	21	-1	
5	1	31	3	8	1	2226	1545	47	21	86.783844	ROF
4	1	31	3	9	0	2226	1584	31	19	-1	
5	1	31	3	9	1	2226	1584	31	19	94.527733	RF
3	1	31	4	0	0	2226	1623	32	19	-1	
4	1	31	4	1	0	2226	1623	32	19	-1	
5	1	31	4	1	1	2226	1623	32	19	96.366051	RP
3	1	31	5	0	0	2226	1662	117	371	-1	
4	1	31	5	1	0	2226	1662	38	27	-1	
5	1	31	5	1	1	2226	1662	38	27	74.197327	«R)
4	1	31	5	2	0	2226	1702	47	20	-1	
5	1	31	5	2	1	2226	1702	47	20	87.618614	RSC
4	1	31	5	3	0	2226	1741	117	20	-1	
5	1	31	5	3	1	2226	1741	31	20	96.337059	RX
5	1	31	5	3	2	2275	1747	23	14	96.337059	or
5	1	31	5	3	3	2314	1741	29	20	95.345757	Rx
4	1	31	5	4	0	2226	1779	80	21	-1	
5	1	31	5	4	1	2226	1779	80	21	95.589653	SCHED
4	1	31	5	5	0	2226	1818	31	21	-1	
5	1	31	5	5	1	2226	1818	31	21	85.530624	sD
4	1	31	5	6	0	2226	1855	47	21	-1	
5	1	31	5	6	1	2226	1855	47	21	77.547516	spc
4	1	31	5	7	0	2226	1894	39	20	-1	
5	1	31	5	7	1	2226	1894	39	20	85.612572	SDI
4	1	31	5	8	0	2226	1932	35	21	-1	
5	1	31	5	8	1	2226	1932	35	21	72.046173	SEI
4	1	31	5	9	0	2226	1974	46	21	-1	
5	1	31	5	9	1	2226	1974	46	21	90.535965	SES
4	1	31	5	10	0	2226	2013	33	20	-1	
5	1	31	5	10	1	2226	2013	33	20	57.532085	Sul
3	1	31	6	0	0	2226	2051	62	139	-1	
4	1	31	6	1	0	2226	2051	31	19	-1	
5	1	31	6	1	1	2226	2051	31	19	95.932617	SN
4	1	31	6	2	0	2226	2090	49	19	-1	
5	1	31	6	2	1	2226	2090	49	19	93.925674	SOG
4	1	31	6	3	0	2226	2127	47	21	-1	
5	1	31	6	3	1	2226	2127	47	21	95.560860	SPO
4	1	31	6	4	0	2226	2169	62	21	-1	
5	1	31	6	4	1	2226	2169	62	21	82.453476	SSGB
2	1	32	0	0	0	2225	2424	141	481	-1	
3	1	32	1	0	0	2225	2424	141	137	-1	
4	1	32	1	1	0	2227	2424	139	21	-1	
5	1	32	1	1	1	2227	2424	139	21	47.410225	TIA-—222-G
4	1	32	1	2	0	2226	2463	44	21	-1	
5	1	32	1	2	1	2226	2463	44	21	89.987015	TGB
4	1	32	1	3	0	2225	2501	107	21	-1	
5	1	32	1	3	1	2225	2501	107	21	90.029953	TELECOM
4	1	32	1	4	0	2226	2540	46	21	-1	
5	1	32	1	4	1	2226	2540	46	21	50.198242	™S
3	1	32	2	0	0	2225	2579	134	57	-1	
4	1	32	2	1	0	2225	2579	134	21	-1	
5	1	32	2	1	1	2225	2579	64	21	75.438019	TNNE
5	1	32	2	1	2	2306	2585	23	13	92.086304	or
5	1	32	2	1	3	2347	2579	12	19	92.086304	T
4	1	32	2	2	0	2225	2616	43	20	-1	
5	1	32	2	2	1	2225	2616	43	20	49.332508	T.C.
3	1	32	3	0	0	2225	2655	46	20	-1	
4	1	32	3	1	0	2225	2655	46	20	-1	
5	1	32	3	1	1	2225	2655	46	20	82.890327	Toc
3	1	32	4	0	0	2225	2693	45	19	-1	
4	1	32	4	1	0	2225	2693	45	19	-1	
5	1	32	4	1	1	2225	2693	45	19	94.481277	TOF
3	1	32	5	0	0	2225	2732	45	20	-1	
4	1	32	5	1	0	2225	2732	45	20	-1	
5	1	32	5	1	1	2225	2732	45	20	85.941017	TOS
3	1	32	6	0	0	2225	2769	50	20	-1	
4	1	32	6	1	0	2225	2769	50	20	-1	
5	1	32	6	1	1	2225	2769	50	20	92.980331	Tow
3	1	32	7	0	0	2225	2809	27	19	-1	
4	1	32	7	1	0	2225	2809	27	19	-1	
5	1	32	7	1	1	2225	2809	27	19	55.203659	TP
3	1	32	8	0	0	2225	2846	42	21	-1	
4	1	32	8	1	0	2225	2846	42	21	-1	
5	1	32	8	1	1	2225	2846	42	21	12.805176	TB
3	1	32	9	0	0	2225	2885	108	20	-1	
4	1	32	9	1	0	2225	2885	108	20	-1	
5	1	32	9	1	1	2225	2885	27	20	93.188637	TX
5	1	32	9	1	2	2269	2891	24	14	93.345284	or
5	1	32	9	1	3	2309	2885	24	20	90.555252	Tx
2	1	33	0	0	0	2225	2923	151	21	-1	
3	1	33	1	0	0	2225	2923	151	21	-1	
4	1	33	1	1	0	2225	2923	151	21	-1	
5	1	33	1	1	1	2225	2923	42	20	94.292366	TYP
5	1	33	1	1	2	2285	2929	24	15	94.292366	or
5	1	33	1	1	3	2326	2924	50	20	95.119873	TYP.
2	1	34	0	0	0	2222	2962	143	190	-1	
3	1	34	1	0	0	2225	2962	140	61	-1	
4	1	34	1	1	0	2225	2962	140	28	-1	
5	1	34	1	1	1	2225	2965	62	19	90.741173	XFMR
5	1	34	1	1	2	2305	2962	16	28	91.637154	/
5	1	34	1	1	3	2336	2965	29	20	49.055840	TR
4	1	34	1	2	0	2225	3002	59	21	-1	
5	1	34	1	2	1	2225	3002	59	21	53.350159	TVSS
3	1	34	2	0	0	2222	3042	141	110	-1	
4	1	34	2	1	0	2223	3042	140	28	-1	
5	1	34	2	1	1	2223	3044	34	20	95.063126	UA
5	1	34	2	1	2	2273	3050	24	14	79.803238	of
5	1	34	2	1	3	2312	3042	51	28	89.533569	U/A
4	1	34	2	2	0	2223	3084	136	26	-1	
5	1	34	2	2	1	2223	3085	31	21	95.397362	UE
5	1	34	2	2	2	2270	3092	24	14	92.523079	or
5	1	34	2	2	3	2311	3084	48	26	86.261909	U/E
4	1	34	2	3	0	2222	3125	140	27	-1	
5	1	34	2	3	1	2222	3127	33	21	95.849861	UG
5	1	34	2	3	2	2272	3133	24	15	93.145210	or
5	1	34	2	3	3	2311	3125	51	27	91.997414	U/G
2	1	35	0	0	0	2430	290	632	1934	-1	
3	1	35	1	0	0	2430	290	470	59	-1	
4	1	35	1	1	0	2430	290	470	21	-1	
5	1	35	1	1	1	2430	290	118	20	96.118279	NATIONAL
5	1	35	1	1	2	2565	290	51	21	96.198112	FIRE
5	1	35	1	1	3	2632	290	151	21	95.654312	PROTECTION
5	1	35	1	1	4	2801	290	99	21	95.975861	AGENCY
4	1	35	1	2	0	2430	328	234	21	-1	
5	1	35	1	2	1	2430	328	48	21	93.854645	NOT
5	1	35	1	2	2	2492	329	22	20	88.295578	IN
5	1	35	1	2	3	2532	328	132	21	95.971924	CONTRACT
3	1	35	2	0	0	2430	367	533	48	-1	
4	1	35	2	1	0	2430	367	533	21	-1	
5	1	35	2	1	1	2430	367	120	21	96.235039	NATIONAL
5	1	35	2	1	2	2565	367	120	21	96.193016	INSTITUTE
5	1	35	2	1	3	2703	367	30	19	96.819664	OF
5	1	35	2	1	4	2749	367	148	21	95.597137	STANDARDS
5	1	35	2	1	5	2913	367	50	19	96.568398	AND
4	1	35	2	2	0	2432	394	158	21	-1	
5	1	35	2	2	1	2432	394	158	21	96.178772	TECHNOLOGY
3	1	35	3	0	0	2432	428	152	20	-1	
4	1	35	3	1	0	2432	428	152	20	-1	
5	1	35	3	1	1	2432	428	70	20	95.170166	NIGHT
5	1	35	3	1	2	2517	428	67	20	95.170166	LIGHT
3	1	35	4	0	0	2432	466	208	21	-1	
4	1	35	4	1	0	2432	466	208	21	-1	
5	1	35	4	1	1	2432	466	127	21	96.626747	NORMALLY
5	1	35	4	1	2	2575	466	65	21	96.004089	OPEN
3	1	35	5	0	0	2432	503	233	21	-1	
4	1	35	5	1	0	2432	503	233	21	-1	
5	1	35	5	1	1	2432	503	44	21	96.921684	NET
5	1	35	5	1	2	2493	505	97	19	96.289459	SQUARE
5	1	35	5	1	3	2607	503	58	21	96.289459	FEET
3	1	35	6	0	0	2432	542	187	21	-1	
4	1	35	6	1	0	2432	542	187	21	-1	
5	1	35	6	1	1	2432	542	47	21	96.605782	NOT
5	1	35	6	1	2	2495	542	31	21	95.693901	TO
5	1	35	6	1	3	2541	542	78	21	96.367371	SCALE
3	1	35	7	0	0	2432	581	140	20	-1	
4	1	35	7	1	0	2432	581	140	20	-1	
5	1	35	7	1	1	2432	581	31	20	96.977097	ON
5	1	35	7	1	2	2481	581	91	20	96.767235	CENTER
3	1	35	8	0	0	2432	619	568	60	-1	
4	1	35	8	1	0	2432	619	568	22	-1	
5	1	35	8	1	1	2432	619	82	21	96.520920	OWNER
5	1	35	8	1	2	2530	619	144	22	95.570709	FURNISHED,
5	1	35	8	1	3	2692	619	163	21	95.437218	CONTRACTOR
5	1	35	8	1	4	2879	619	121	21	67.798454	INSTALLED
4	1	35	8	2	0	2432	658	61	21	-1	
5	1	35	8	2	1	2432	658	61	21	96.363960	POLE
3	1	35	9	0	0	2432	695	379	29	-1	
4	1	35	9	1	0	2432	695	379	29	-1	
5	1	35	9	1	1	2432	698	161	21	95.551285	PUSHBUTTON
5	1	35	9	1	2	2611	698	101	21	96.400826	STATION
5	1	35	9	1	3	2730	695	81	29	72.858902	(ELEC)
3	1	35	10	0	0	2432	737	112	21	-1	
4	1	35	10	1	0	2432	737	112	21	-1	
5	1	35	10	1	1	2432	737	112	21	96.063866	PRECAST
3	1	35	11	0	0	2432	775	583	139	-1	
4	1	35	11	1	0	2432	775	417	21	-1	
5	1	35	11	1	1	2432	775	127	21	96.622177	PORTLAND
5	1	35	11	1	2	2577	775	97	21	95.791756	CEMENT
5	1	35	11	1	3	2691	775	158	21	96.704895	ASSOCIATION
4	1	35	11	2	0	2433	812	331	23	-1	
5	1	35	11	2	1	2433	814	99	21	96.306595	POUNDS
5	1	35	11	2	2	2547	814	48	21	96.522766	PER
5	1	35	11	2	3	2611	814	74	19	94.598915	CUBIC
5	1	35	11	2	4	2701	812	63	21	96.745293	FOOT
4	1	35	11	3	0	2433	853	582	27	-1	
5	1	35	11	3	1	2433	853	301	27	90.834770	PRECAST/PRESTRESSED
5	1	35	11	3	2	2751	854	128	23	95.264885	CONCRETE
5	1	35	11	3	3	2895	853	120	22	0.000000	INSTITUTE
4	1	35	11	4	0	2433	893	360	21	-1	
5	1	35	11	4	1	2433	893	82	21	96.499359	POWER
5	1	35	11	4	2	2532	893	163	21	95.971603	DISTRIBUTION
5	1	35	11	4	3	2713	893	80	21	96.412506	PANEL
3	1	35	12	0	0	2433	932	80	21	-1	
4	1	35	12	1	0	2433	932	80	21	-1	
5	1	35	12	1	1	2433	932	80	21	96.967751	PHASE
3	1	35	13	0	0	2433	970	75	21	-1	
4	1	35	13	1	0	2433	970	75	21	-1	
5	1	35	13	1	1	2433	970	75	21	95.118874	PLATE
3	1	35	14	0	0	2433	1009	195	21	-1	
4	1	35	14	1	0	2433	1009	195	21	-1	
5	1	35	14	1	1	2433	1009	128	21	96.057121	PROPERTY
5	1	35	14	1	2	2577	1009	51	21	96.484215	LINE
3	1	35	15	0	0	2433	1046	345	22	-1	
4	1	35	15	1	0	2433	1046	345	22	-1	
5	1	35	15	1	1	2433	1046	100	22	95.733337	POUNDS
5	1	35	15	1	2	2548	1046	47	21	96.787262	PER
5	1	35	15	1	3	2613	1046	84	21	94.231857	LINEAR
5	1	35	15	1	4	2715	1046	63	21	96.109154	FOOT
3	1	35	16	0	0	2434	1085	113	20	-1	
4	1	35	16	1	0	2434	1085	113	20	-1	
5	1	35	16	1	1	2434	1085	113	20	95.583084	PLYWOOD
3	1	35	17	0	0	2434	1123	167	21	-1	
4	1	35	17	1	0	2434	1123	167	21	-1	
5	1	35	17	1	1	2434	1124	78	20	96.674858	PANEL
5	1	35	17	1	2	2527	1123	74	21	95.208138	POINT
3	1	35	18	0	0	2434	1162	350	21	-1	
4	1	35	18	1	0	2434	1162	350	21	-1	
5	1	35	18	1	1	2434	1162	99	21	96.272591	POUNDS
5	1	35	18	1	2	2550	1162	46	20	96.227081	PER
5	1	35	18	1	3	2614	1162	98	21	95.880600	SQUARE
5	1	35	18	1	4	2729	1162	55	20	95.354713	INCH
3	1	35	19	0	0	2434	1200	252	22	-1	
4	1	35	19	1	0	2434	1200	252	22	-1	
5	1	35	19	1	1	2434	1200	126	22	95.229462	PRESSURE
5	1	35	19	1	2	2578	1200	108	21	95.229462	TREATED
3	1	35	20	0	0	2434	1239	359	21	-1	
4	1	35	20	1	0	2434	1239	359	21	-1	
5	1	35	20	1	1	2434	1239	63	21	92.799538	POST
5	1	35	20	1	2	2514	1239	142	21	91.454849	TENSIONING
5	1	35	20	1	3	2673	1239	120	21	96.217957	INSTITUTE
3	1	35	21	0	0	2434	1276	436	61	-1	
4	1	35	21	1	0	2434	1276	436	23	-1	
5	1	35	21	1	1	2434	1278	72	19	95.657913	POINT
5	1	35	21	1	2	2521	1278	30	19	96.029648	OF
5	1	35	21	1	3	2568	1276	116	22	96.422386	VERTICAL
5	1	35	21	1	4	2700	1278	170	21	96.516739	INTERSECTION
4	1	35	21	2	0	2434	1315	326	22	-1	
5	1	35	21	2	1	2434	1315	131	21	96.032509	POTENTIAL
5	1	35	21	2	2	2583	1315	177	22	95.828087	TRANSFORMER
3	1	35	22	0	0	2434	1354	89	22	-1	
4	1	35	22	1	0	2434	1354	89	22	-1	
5	1	35	22	1	1	2434	1354	89	22	94.193687	RADIUS
3	1	35	23	0	0	2434	1392	270	21	-1	
4	1	35	23	1	0	2434	1392	270	21	-1	
5	1	35	23	1	1	2434	1392	74	21	95.530907	RADIO
5	1	35	23	1	2	2524	1392	63	21	95.894836	BASE
5	1	35	23	1	3	2604	1392	100	21	96.441650	STATION
3	1	35	24	0	0	2434	1431	434	98	-1	
4	1	35	24	1	0	2434	1431	366	21	-1	
5	1	35	24	1	1	2434	1431	150	20	95.458054	REINFORCED
5	1	35	24	1	2	2602	1431	128	21	96.635414	CONCRETE
5	1	35	24	1	3	2746	1431	54	21	56.454529	PIPE
4	1	35	24	2	0	2435	1468	433	22	-1	
5	1	35	24	2	1	2435	1468	155	22	95.884621	RECEPTACLE
5	1	35	24	2	2	2607	1470	164	20	95.884621	DISTRIBUTION
5	1	35	24	2	3	2789	1470	79	19	96.777229	PANEL
4	1	35	24	3	0	2435	1507	155	22	-1	
5	1	35	24	3	1	2435	1507	155	22	95.367477	RECEPTACLE
3	1	35	25	0	0	2435	1545	435	22	-1	
4	1	35	25	1	0	2435	1545	435	22	-1	
5	1	35	25	1	1	2435	1545	157	21	93.115189	RECEPTACLE
5	1	35	25	1	2	2607	1545	164	21	96.592094	DISTRIBUTION
5	1	35	25	1	3	2789	1546	81	21	91.610283	PANEL
3	1	35	26	0	0	2435	1584	238	21	-1	
4	1	35	26	1	0	2435	1584	238	21	-1	
5	1	35	26	1	1	2435	1584	73	21	96.558563	RADIO
5	1	35	26	1	2	2524	1584	149	21	96.102997	FREQUENCY
3	1	35	27	0	0	2435	1621	253	23	-1	
4	1	35	27	1	0	2435	1621	253	23	-1	
5	1	35	27	1	1	2435	1621	157	23	94.451965	RECEPTACLE
5	1	35	27	1	2	2608	1623	80	21	96.029182	PANEL
3	1	35	28	0	0	2435	1660	142	21	-1	
4	1	35	28	1	0	2435	1660	142	21	-1	
5	1	35	28	1	1	2435	1660	142	21	96.192215	RELOCATED
3	1	35	29	0	0	2435	1702	274	22	-1	
4	1	35	29	1	0	2435	1702	274	22	-1	
5	1	35	29	1	1	2435	1702	61	21	92.031792	RIGID
5	1	35	29	1	2	2514	1703	72	20	95.706322	STEEL
5	1	35	29	1	3	2602	1702	107	22	96.031044	CONDUIT
3	1	35	30	0	0	2435	1741	100	21	-1	
4	1	35	30	1	0	2435	1741	100	21	-1	
5	1	35	30	1	1	2435	1741	100	21	94.843826	RECEIVE
3	1	35	31	0	0	2435	1779	127	21	-1	
4	1	35	31	1	0	2435	1779	127	21	-1	
5	1	35	31	1	1	2435	1779	127	21	95.957687	SCHEDULE
3	1	35	32	0	0	2435	1818	373	21	-1	
4	1	35	32	1	0	2435	1818	373	21	-1	
5	1	35	32	1	1	2435	1818	100	21	94.718849	SERVICE
5	1	35	32	1	2	2551	1818	155	21	94.718849	DISCONNECT
5	1	35	32	1	3	2722	1818	86	21	40.683762	SWITCH
3	1	35	33	0	0	2435	1857	344	21	-1	
4	1	35	33	1	0	2435	1857	344	21	-1	
5	1	35	33	1	1	2435	1857	94	20	96.017113	SEISMIC
5	1	35	33	1	2	2545	1857	86	21	96.561630	DESIGN
5	1	35	33	1	3	2649	1857	130	21	96.506233	CATEGORY
3	1	35	34	0	0	2435	1894	289	22	-1	
4	1	35	34	1	0	2435	1894	289	22	-1	
5	1	35	34	1	1	2435	1894	73	22	92.555862	STEEL
5	1	35	34	1	2	2523	1894	64	22	36.085579	MECK
5	1	35	34	1	3	2604	1894	120	22	93.961182	INSTITUTE
3	1	35	35	0	0	2435	1935	573	61	-1	
4	1	35	35	1	0	2435	1935	573	27	-1	
5	1	35	35	1	1	2435	1936	160	21	95.827446	STRUCTURAL
5	1	35	35	1	2	2611	1936	158	22	95.993889	ENGINEERING
5	1	35	35	1	3	2787	1936	120	22	95.833588	INSTITUTE
5	1	35	35	1	4	2924	1935	84	27	96.619858	(ASCE)
4	1	35	35	2	0	2435	1974	363	22	-1	
5	1	35	35	2	1	2435	1974	100	21	94.906174	SERVICE
5	1	35	35	2	2	2551	1974	129	22	95.966904	ENTRANCE
5	1	35	35	2	3	2697	1974	101	21	96.503258	SECTION
3	1	35	36	0	0	2435	2013	292	21	-1	
4	1	35	36	1	0	2435	2013	292	21	-1	
5	1	35	36	1	1	2435	2013	73	21	95.250900	STEEL
5	1	35	36	1	2	2523	2013	67	20	95.250900	JOIST
5	1	35	36	1	3	2605	2013	122	21	92.127838	INSTITUTE
3	1	35	37	0	0	2435	2051	196	21	-1	
4	1	35	37	1	0	2435	2051	196	21	-1	
5	1	35	37	1	1	2435	2051	67	21	95.578026	SOLID
5	1	35	37	1	2	2520	2051	111	21	95.578026	NEUTRAL
3	1	35	38	0	0	2435	2090	209	21	-1	
4	1	35	38	1	0	2435	2090	209	21	-1	
5	1	35	38	1	1	2435	2090	61	21	96.796478	SLAB
5	1	35	38	1	2	2514	2090	31	19	96.204826	ON
5	1	35	38	1	3	2563	2090	81	21	96.488762	GRADE
3	1	35	39	0	0	2434	2129	628	91	-1	
4	1	35	39	1	0	2435	2129	508	28	-1	
5	1	35	39	1	1	2435	2130	80	21	96.303993	SURGE
5	1	35	39	1	2	2532	2130	150	23	93.295837	PROTECTION
5	1	35	39	1	3	2698	2132	85	21	71.520279	DEWCE
5	1	35	39	1	4	2801	2129	55	28	93.148392	(SEE
5	1	35	39	1	5	2874	2130	69	27	71.514145	TVSS)
4	1	35	39	2	0	2434	2164	628	60	-1	
5	1	35	39	2	1	2434	2164	105	60	28.710918	Spe
5	1	35	39	2	2	2557	2172	101	21	96.505409	GROUND
5	1	35	39	2	3	2676	2174	48	21	93.016586	BUS
5	1	35	39	2	4	2740	2171	17	27	93.016586	/
5	1	35	39	2	5	2773	2174	172	19	58.892006	SUB-STATION
5	1	35	39	2	6	2963	2174	99	21	96.160667	GROUND
2	1	36	0	0	0	2434	2234	587	175	-1	
3	1	36	1	0	0	2434	2234	87	19	-1	
4	1	36	1	1	0	2434	2234	87	19	-1	
5	1	36	1	1	1	2434	2234	87	19	96.338043	SWITCH
3	1	36	2	0	0	2434	2271	173	21	-1	
4	1	36	2	1	0	2434	2271	173	21	-1	
5	1	36	2	1	1	2434	2271	173	21	89.527351	SWITCHBOARD
3	1	36	3	0	0	2434	2309	153	21	-1	
4	1	36	3	1	0	2434	2309	153	21	-1	
5	1	36	3	1	1	2434	2309	153	21	95.971764	SWITCHGEAR
3	1	36	4	0	0	2434	2348	183	21	-1	
4	1	36	4	1	0	2434	2348	183	21	-1	
5	1	36	4	1	1	2434	2348	119	21	85.064041	TERMINAL
5	1	36	4	1	2	2568	2348	49	21	47.297150	BOX
3	1	36	5	0	0	2434	2387	587	22	-1	
4	1	36	5	1	0	2434	2387	587	22	-1	
5	1	36	5	1	1	2434	2387	275	21	90.812119	TELECOMMUNICATIONS
5	1	36	5	1	2	2727	2388	119	20	95.288246	INDUSTRY
5	1	36	5	1	3	2862	2388	159	21	93.607414	ASSOCIATION
2	1	37	0	0	0	2434	2427	646	23	-1	
3	1	37	1	0	0	2434	2427	646	23	-1	
4	1	37	1	1	0	2434	2427	646	23	-1	
5	1	37	1	1	1	2434	2427	64	21	91.705536	CODE
5	1	37	1	1	2	2515	2427	45	21	95.891899	FOR
5	1	37	1	1	3	2578	2427	81	21	96.038445	TOWER
5	1	37	1	1	4	2676	2429	185	21	92.998787	CONSTRUCTION
5	1	37	1	1	5	2880	2438	15	3	72.989014	—
5	1	37	1	1	6	2915	2429	108	21	92.143440	REVISION
5	1	37	1	1	7	3041	2427	39	23	24.195852	G”
information PS
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KIP WOOO CONT. DATE DESCRIPTION [BY
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ELEC ELECTRICAL TRANSFORMER
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EME ELECTROMAGNETIC ENERGY UNDERGROUND ALARMS (I.E. MONITOR LINE}
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EMT ELECTRICAL METALLIC TUBING UNDERGROUND ELECTRICAL SHEET NUMBER:
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~ ~ ray = \CcHAN LINK FENCE REFERENCE DOCUMENTS,
~w g ee,
~ ee ~ . NO RECORDS FOUND
~~ as ~ 74.8
~ ~ ~ ian
~ BENCHMARK
~ ~ ~. ~
~ F 2 ee Ta FLEVATION ESTABLISHED FROM GPS DERIVED ORTHOMETRIC HEIGHTS,
calaapepepeeaiattatsiaid
fs APPLIINS GEOID 124 SEPARATIONS, CONSTRAINS TO NGS CONTROL
SIZE
STATION DESIGNATION: HARQUAHALA REFERENCE MARKER
{11 X 1? FORMAT IS NOT TO SCALE)
ELEVATION=5683.49" NAVD88.
NO DATASHEET AVAILABLE FOR MARK. ELEVATION DERIVED SY NGS
OPUS SOLUTION,
DRAWN BY: BLN
BASIS OF BEARINGS
SOUTH 42 DEGREES 40 MINUTES 08 SECONDS EAST ALONG A LINE @ETWEEN APPROVED BY: AJW
A BRASS CAP SET IN ROCK OUTCROP, NGS CONTROL STATION
“HARQUAHALA AZIMUTH MARK” AND A BRASS CAP SET IN ROCK, NGS
CONTROL STATION HARQUAHALA
5	1	72	2	4	4	3733	1893	114	18	96.469139	REFERENCE
5	1	72	2	4	5	3859	1891	66	18	70.303276	MARK”
5	1	72	2	4	6	3939	1893	26	16	95.632698	AS
5	1	72	2	4	7	3976	1893	107	18	95.632698	MEASURED
5	1	72	2	4	8	4095	1893	74	20	34.189625	DURING
4	1	72	2	5	0	3379	1915	704	18	-1	
5	1	72	2	5	1	3379	1915	36	18	96.939499	THE
5	1	72	2	5	2	3427	1915	80	18	96.104446	COURSE
5	1	72	2	5	3	3519	1915	25	17	96.254044	OF
5	1	72	2	5	4	3558	1915	42	17	96.225746	THIS
5	1	72	2	5	5	3613	1915	78	18	96.275032	SURVEY
5	1	72	2	5	6	3702	1915	58	17	95.980301	USING
5	1	72	2	5	7	3772	1915	83	18	66.579147	PRECISE
5	1	72	2	5	8	3867	1915	40	17	95.763916	GPS
5	1	72	2	5	9	3919	1915	113	18	95.764519	EQUIPMENT
5	1	72	2	5	10	4044	1915	39	17	62.799271	AND
4	1	72	2	6	0	3379	1937	755	19	-1	
5	1	72	2	6	1	3379	1938	126	18	95.954178	TECHNIQUES.
5	1	72	2	6	2	3519	1938	99	16	95.420105	BEARINGS
5	1	72	2	6	3	3630	1938	69	16	96.281265	SHOWN
5	1	72	2	6	4	3711	1938	114	16	93.468124	REFERENCE
5	1	72	2	6	5	3837	1938	45	16	96.123581	GRID
5	1	72	2	6	6	3895	1938	66	16	96.345566	NORTH
5	1	72	2	6	7	3975	1938	86	16	96.284821	ARIZONA
5	1	72	2	6	8	4074	1937	60	18	95.490639	STATE
4	1	72	2	7	0	3379	1959	234	18	-1	
5	1	72	2	7	1	3379	1959	63	18	96.591713	PLANE
5	1	72	2	7	2	3454	1960	89	17	94.507446	CENTRAL
5	1	72	2	7	3	3556	1959	57	18	93.476196	ZONE.
2	1	73	0	0	0	3379	2002	773	139	-1	
3	1	73	1	0	0	3381	2002	184	22	-1	
4	1	73	1	1	0	3381	2002	184	22	-1	
5	1	73	1	1	1	3381	2002	96	21	90.056992	SURVEY
5	1	73	1	1	2	3484	2002	81	22	96.141716	NOTES
3	1	73	2	0	0	3379	2034	773	63	-1	
4	1	73	2	1	0	3379	2034	724	18	-1	
5	1	73	2	1	1	3379	2035	14	16	42.231808	A
5	1	73	2	1	2	3405	2034	49	18	42.231808	TITLE
5	1	73	2	1	3	3466	2034	80	18	95.694748	REPORT
5	1	73	2	1	4	3558	2034	42	18	95.694748	WAS
5	1	73	2	1	5	3612	2034	39	18	94.975288	NOT
5	1	73	2	1	6	3663	2034	96	18	94.975288	PROVIDED
5	1	73	2	1	7	3772	2034	26	17	94.568260	AT
5	1	73	2	1	8	3810	2034	37	18	93.283562	THE
5	1	73	2	1	9	3861	2034	42	18	41.300804	NME
5	1	73	2	1	10	3917	2034	41	18	95.955894	THIS
5	1	73	2	1	11	3972	2034	78	18	95.747375	SURVEY
5	1	73	2	1	12	4062	2035	41	17	96.725533	WAS
4	1	73	2	2	0	3379	2056	773	19	-1	
5	1	73	2	2	1	3379	2056	122	19	87.293678	PERFORMED,
5	1	73	2	2	2	3514	2056	117	19	96.351936	EASEMENTS
5	1	73	2	2	3	3643	2056	110	19	95.720528	REFLECTED
5	1	73	2	2	4	3765	2056	18	17	92.246223	IN
5	1	73	2	2	5	3798	2056	49	19	89.964607	TITLE
5	1	73	2	2	6	3859	2056	80	19	95.732971	REPORT
5	1	73	2	2	7	3951	2056	60	17	95.758865	WHICH
5	1	73	2	2	8	4024	2056	43	17	96.489197	MAY
5	1	73	2	2	9	4078	2056	74	19	95.667473	AFFECT
4	1	73	2	3	0	3379	2079	459	18	-1	
5	1	73	2	3	1	3379	2079	36	18	96.763725	THE
5	1	73	2	3	2	3429	2079	60	18	95.383141	LEASE
5	1	73	2	3	3	3502	2079	53	18	94.866440	AREA
5	1	73	2	3	4	3567	2079	52	18	94.866440	HAVE
5	1	73	2	3	5	3633	2079	39	17	96.375671	NOT
5	1	73	2	3	6	3684	2079	51	17	95.342384	BEEN
5	1	73	2	3	7	3747	2079	91	17	96.094521	PLOTTED.
3	1	73	3	0	0	3379	2101	760	40	-1	
4	1	73	3	1	0	3379	2101	760	19	-1	
5	1	73	3	1	1	3379	2101	36	19	96.460732	THE
5	1	73	3	1	2	3429	2101	108	18	96.414146	BOUNDARY
5	1	73	3	1	3	3549	2101	69	19	91.949577	SHOWN
5	1	73	3	1	4	3631	2101	78	19	84.183868	HEREON
5	1	73	3	1	5	3721	2101	18	17	58.649601	iS
5	1	73	3	1	6	3751	2101	87	19	95.467712	PLOTTED
5	1	73	3	1	7	3850	2101	54	17	95.286270	FROM
5	1	73	3	1	8	3918	2101	79	17	77.739456	RECORD
5	1	73	3	1	9	4009	2101	130	17	95.520309	INFORMATION
4	1	73	3	2	0	3379	2122	733	19	-1	
5	1	73	3	2	1	3379	2124	41	17	96.657631	AND
5	1	73	3	2	2	3432	2124	51	17	95.199463	DOES
5	1	73	3	2	3	3495	2124	40	17	95.731766	NOT
5	1	73	3	2	4	3547	2124	119	17	95.984528	CONSTITUTE
5	1	73	3	2	5	3679	2124	14	17	95.685310	A
5	1	73	3	2	6	3705	2124	109	17	95.685310	BOUNDARY
5	1	73	3	2	7	3826	2123	78	18	95.887726	SURVEY
5	1	73	3	2	8	3916	2122	26	19	96.635925	OF
5	1	73	3	2	9	3955	2122	36	19	95.818039	THE
5	1	73	3	2	10	4003	2124	109	17	96.375397	PROPERTY.
2	1	74	0	0	0	3381	2164	174	28	-1	
3	1	74	1	0	0	3381	2164	174	28	-1	
4	1	74	1	1	0	3381	2164	174	28	-1	
5	1	74	1	1	1	3381	2164	87	28	96.909676	UTILITY
5	1	74	1	1	2	3475	2164	80	20	96.909676	NOTES
2	1	75	0	0	0	3379	2197	769	85	-1	
3	1	75	1	0	0	3379	2197	769	85	-1	
4	1	75	1	1	0	3381	2197	758	19	-1	
5	1	75	1	1	1	3381	2197	102	19	96.787094	SURVEYOR
5	1	75	1	1	2	3496	2197	53	17	96.251549	DOES
5	1	75	1	1	3	3561	2197	40	17	95.915001	NOT
5	1	75	1	1	4	3613	2197	117	19	84.424843	GUARANTEE
5	1	75	1	1	5	3742	2197	51	17	96.001808	THAT
5	1	75	1	1	6	3805	2198	36	16	92.780296	ALL
5	1	75	1	1	7	3853	2197	89	17	50.457932	UTILINES
5	1	75	1	1	8	3954	2197	39	17	96.497124	ARE
5	1	75	1	1	9	4006	2197	74	17	96.154732	SHOWN.
5	1	75	1	1	10	4093	2197	17	17	81.810112	IT
5	1	75	1	1	11	4122	2197	17	17	93.538528	IS
4	1	75	1	2	0	3381	2219	767	19	-1	
5	1	75	1	2	1	3381	2219	36	19	96.517197	THE
5	1	75	1	2	2	3429	2220	157	17	70.349266	RESPONSIBILITY
5	1	75	1	2	3	3597	2220	25	17	96.906837	OF
5	1	75	1	2	4	3636	2220	36	18	95.735291	THE
5	1	75	1	2	5	3684	2220	130	17	96.122681	CONTRACTOR
5	1	75	1	2	6	3828	2220	25	17	95.400658	TO
5	1	75	1	2	7	3865	2220	93	17	96.248955	CONTACT
5	1	75	1	2	8	3970	2220	50	18	77.439392	BLUE
5	1	75	1	2	9	4032	2220	63	17	95.967575	STAKE
5	1	75	1	2	10	4108	2220	40	17	95.967575	AND
4	1	75	1	3	0	3381	2241	714	18	-1	
5	1	75	1	3	1	3381	2242	40	17	96.508583	ANY
5	1	75	1	3	2	3432	2242	63	17	96.130028	OTHER
5	1	75	1	3	3	3508	2242	95	17	96.130028	INVOLVED
5	1	75	1	3	4	3616	2242	96	17	96.282478	AGENCIES
5	1	75	1	3	5	3724	2241	26	18	96.163345	TO
5	1	75	1	3	6	3760	2241	77	18	96.659821	LOCATE
5	1	75	1	3	7	3850	2242	35	17	93.202271	ALL
5	1	75	1	3	8	3897	2241	88	18	90.612686	UTIUTIES
5	1	75	1	3	9	3999	2242	57	17	96.591469	PRIOR
5	1	75	1	3	10	4069	2241	26	18	96.060043	TO
4	1	75	1	4	0	3379	2265	156	17	-1	
5	1	75	1	4	1	3379	2265	156	17	85.119034	CONSTRUCTION.
2	1	76	0	0	0	3381	2313	235	21	-1	
3	1	76	1	0	0	3381	2313	235	21	-1	
4	1	76	1	1	0	3381	2313	235	21	-1	
5	1	76	1	1	1	3381	2313	64	21	94.523521	FEMA
5	1	76	1	1	2	3453	2313	163	20	96.415283	INFORMATION
2	1	77	0	0	0	3382	2343	806	66	-1	
3	1	77	1	0	0	3382	2343	806	66	-1	
4	1	77	1	1	0	3382	2343	806	66	-1	
5	1	77	1	1	1	3382	2343	185	44	15.003748	Raa
5	1	77	1	1	2	3525	2329	91	84	6.659660	then
5	1	77	1	1	3	3664	2351	68	18	0.000000	[™™
5	1	77	1	1	4	3757	2351	47	36	39.387402	TR
5	1	77	1	1	5	3907	2351	54	36	35.009666	|]
5	1	77	1	1	6	3977	2343	211	66	18.011112	A,
2	1	78	0	0	0	3399	2429	692	31	-1	
3	1	78	1	0	0	3399	2429	692	31	-1	
4	1	78	1	1	0	3399	2429	692	31	-1	
5	1	78	1	1	1	3399	2429	79	31	95.190559	040037
5	1	78	1	1	2	3555	2433	48	17	95.780075	1200
5	1	78	1	1	3	3694	2433	14	17	65.079483	€
5	1	78	1	1	4	3754	2433	122	17	83.625793	|8-28-2008
5	1	78	1	1	5	3924	2433	12	15	94.176140	x
5	1	78	1	1	6	4051	2430	40	24	89.354439	N/A
2	1	79	0	0	0	3567	2342	341	7	-1	
3	1	79	1	0	0	3567	2342	341	7	-1	
4	1	79	1	1	0	3567	2342	341	7	-1	
5	1	79	1	1	1	3567	2342	341	7	95.000000	 
2	1	80	0	0	0	3378	2411	815	7	-1	
3	1	80	1	0	0	3378	2411	815	7	-1	
4	1	80	1	1	0	3378	2411	815	7	-1	
5	1	80	1	1	1	3378	2411	815	7	95.000000	 
2	1	81	0	0	0	3378	2336	4	136	-1	
3	1	81	1	0	0	3378	2336	4	136	-1	
4	1	81	1	1	0	3378	2336	4	136	-1	
5	1	81	1	1	1	3378	2336	4	136	95.000000	 
2	1	82	0	0	0	3652	2343	5	129	-1	
3	1	82	1	0	0	3652	2343	5	129	-1	
4	1	82	1	1	0	3652	2343	5	129	-1	
5	1	82	1	1	1	3652	2343	5	129	95.000000	 
2	1	83	0	0	0	3745	2343	5	129	-1	
3	1	83	1	0	0	3745	2343	5	129	-1	
4	1	83	1	1	0	3745	2343	5	129	-1	
5	1	83	1	1	1	3745	2343	5	129	95.000000	 
2	1	84	0	0	0	3895	2343	5	129	-1	
3	1	84	1	0	0	3895	2343	5	129	-1	
4	1	84	1	1	0	3895	2343	5	129	-1	
5	1	84	1	1	1	3895	2343	5	129	95.000000	 
2	1	85	0	0	0	3969	2343	4	129	-1	
3	1	85	1	0	0	3969	2343	4	129	-1	
4	1	85	1	1	0	3969	2343	4	129	-1	
5	1	85	1	1	1	3969	2343	4	129	95.000000	 
2	1	86	0	0	0	4188	2343	5	129	-1	
3	1	86	1	0	0	4188	2343	5	129	-1	
4	1	86	1	1	0	4188	2343	5	129	-1	
5	1	86	1	1	1	4188	2343	5	129	95.000000	 
2	1	87	0	0	0	3502	2363	5	109	-1	
3	1	87	1	0	0	3502	2363	5	109	-1	
4	1	87	1	1	0	3502	2363	5	109	-1	
5	1	87	1	1	1	3502	2363	5	109	95.000000	 
2	1	88	0	0	0	3378	2467	815	6	-1	
3	1	88	1	0	0	3378	2467	815	6	-1	
4	1	88	1	1	0	3378	2467	815	6	-1	
5	1	88	1	1	1	3378	2467	815	6	95.000000	 
2	1	89	0	0	0	3387	2486	785	67	-1	
3	1	89	1	0	0	3387	2486	785	67	-1	
4	1	89	1	1	0	3388	2486	728	18	-1	
5	1	89	1	1	1	3388	2486	110	18	96.609993	ACCORDING
5	1	89	1	1	2	3512	2486	25	18	95.576683	TO
5	1	89	1	1	3	3550	2486	51	18	95.576683	FEMA
5	1	89	1	1	4	3613	2486	65	18	95.657852	FLOOD
5	1	89	1	1	5	3691	2486	110	18	96.575607	INSURANCE
5	1	89	1	1	6	3814	2486	47	18	94.117470	RATE
5	1	89	1	1	7	3874	2486	41	16	94.117470	MAP
5	1	89	1	1	8	3928	2486	35	18	92.957726	NO,
5	1	89	1	1	9	3976	2486	140	18	74.684776	04012C1200C
4	1	89	1	2	0	3387	2508	774	20	-1	
5	1	89	1	2	1	3387	2508	60	18	96.565712	DATED
5	1	89	1	2	2	3459	2508	91	18	93.992073	OCTOBER
5	1	89	1	2	3	3564	2508	31	20	94.567619	28,
5	1	89	1	2	4	3609	2508	51	18	96.437256	2008
5	1	89	1	2	5	3672	2508	37	18	92.729103	THE
5	1	89	1	2	6	3723	2508	87	18	66.107727	SUGJECT
5	1	89	1	2	7	3822	2508	102	18	95.712753	PROPERTY
5	1	89	1	2	8	3936	2508	18	18	84.553215	iS
5	1	89	1	2	9	3967	2508	41	18	96.515442	NOT
5	1	89	1	2	10	4020	2508	84	18	96.419571	LOCATED
5	1	89	1	2	11	4117	2510	19	16	93.964821	IN
5	1	89	1	2	12	4149	2510	12	16	93.964821	A
4	1	89	1	3	0	3556	2531	616	22	-1	
5	1	89	1	3	1	3556	2534	77	16	95.843010	HAZARD
5	1	89	1	3	2	3645	2534	49	18	96.103210	AREA
5	1	89	1	3	3	3706	2534	113	16	96.372902	ACCORDING
5	1	89	1	3	4	3831	2534	25	16	96.105072	TO
5	1	89	1	3	5	3870	2532	45	21	95.982658	MAP,
5	1	89	1	3	6	3930	2532	52	18	93.068253	ZONE
5	1	89	1	3	7	3997	2531	35	19	0.000000	“X*.
5	1	89	1	3	8	4047	2532	53	20	96.708862	ZONE
5	1	89	1	3	9	4111	2531	31	19	60.745930	“xX”
5	1	89	1	3	10	4155	2534	17	18	30.338373	[5
2	1	90	0	0	0	3383	2603	798	138	-1	
3	1	90	1	0	0	3387	2603	794	138	-1	
4	1	90	1	1	0	3676	2603	499	19	-1	
5	1	90	1	1	1	3676	2603	56	19	96.216347	FOOT,
5	1	90	1	1	2	3744	2603	61	18	95.224922	AREAS
5	1	90	1	1	3	3819	2603	27	18	94.640686	OF
5	1	90	1	1	4	3861	2603	25	18	94.640686	1%
5	1	90	1	1	5	3898	2603	78	18	95.774132	ANNUAL
5	1	90	1	1	6	3990	2603	78	18	93.039612	CHANCE
5	1	90	1	1	7	4081	2603	94	18	63.901733	FLOOOING
4	1	90	1	2	0	3387	2625	773	20	-1	
5	1	90	1	2	1	3383	2621	70	32	96.479561	WHERE
5	1	90	1	2	2	3466	2621	37	32	96.054489	THE
5	1	90	1	2	3	3516	2621	142	32	91.091637	CONTRIBUTING
5	1	90	1	2	4	3671	2621	91	32	96.508278	DRAINAGE
5	1	90	1	2	5	3775	2621	48	32	96.414772	AREA
5	1	90	1	2	6	3833	2621	23	32	92.819618	IS
5	1	90	1	2	7	3871	2621	48	32	95.854126	LESS
5	1	90	1	2	8	3932	2621	49	32	95.854126	THAN
5	1	90	1	2	9	3999	2625	6	17	95.128868	1
5	1	90	1	2	10	4020	2621	75	32	95.799393	SQUARE
5	1	90	1	2	11	4111	2621	54	32	87.980988	WILE,
4	1	90	1	3	0	3387	2648	794	18	-1	
5	1	90	1	3	1	3387	2648	39	18	84.129471	ANO
5	1	90	1	3	2	3439	2648	60	18	96.133934	AREAS
5	1	90	1	3	3	3514	2648	113	18	96.285492	PROTECTED
5	1	90	1	3	4	3640	2648	53	18	95.988739	FROM
5	1	90	1	3	5	3706	2648	38	18	95.988739	THE
5	1	90	1	3	6	3759	2648	24	16	84.824287	1%
5	1	90	1	3	7	3796	2648	78	18	96.061920	ANNUAL
5	1	90	1	3	8	3886	2648	80	18	95.364342	CHANCE
5	1	90	1	3	9	3979	2648	64	18	93.291412	FLOOD
5	1	90	1	3	10	4056	2648	26	18	58.846592	@r
5	1	90	1	3	11	4093	2648	13	16	96.177002	A
5	1	90	1	3	12	4117	2648	64	18	70.310341	LEVEE,
4	1	90	1	4	0	3387	2669	729	19	-1	
5	1	90	1	4	1	3387	2670	27	17	93.116646	NO
5	1	90	1	4	2	3427	2670	48	18	73.731758	BFES
5	1	90	1	4	3	3489	2670	27	17	96.212730	OR
5	1	90	1	4	4	3531	2669	49	19	94.892632	BASE
5	1	90	1	4	5	3594	2670	63	17	3.469477	FLOOD
5	1	90	1	4	6	3670	2670	75	18	95.678452	DEPTHS
5	1	90	1	4	7	3759	2669	37	19	95.604630	ARE
5	1	90	1	4	8	3810	2670	69	17	95.604630	SHOWN
5	1	90	1	4	9	3892	2669	65	18	95.140480	WITHIN
5	1	90	1	4	10	3969	2669	63	19	96.675194	THESE
5	1	90	1	4	11	4045	2670	71	17	95.040695	ZONES.
4	1	90	1	5	0	3383	2689	748	52	-1	
5	1	90	1	5	1	3383	2689	64	33	96.336769	(ZONE
5	1	90	1	5	2	3460	2696	20	45	0.000000	)
5	1	90	1	5	3	3487	2693	93	22	95.640137	(SHADED)
5	1	90	1	5	4	3595	2694	18	18	76.052025	IS
5	1	90	1	5	5	3627	2694	51	18	95.671913	USED
5	1	90	1	5	6	3691	2694	29	18	95.893852	ON
5	1	90	1	5	7	3733	2694	41	18	94.520248	NEW
5	1	90	1	5	8	3786	2694	40	18	78.508911	AND
5	1	90	1	5	9	3840	2694	81	18	96.123680	REVISED
5	1	90	1	5	10	3934	2694	53	17	95.188103	MAPS
5	1	90	1	5	11	4000	2694	19	17	95.188103	IN
5	1	90	1	5	12	4032	2694	62	18	96.228172	PLACE
5	1	90	1	5	13	4105	2694	26	18	96.228172	OF
4	1	90	1	6	0	3387	2717	103	21	-1	
5	1	90	1	6	1	3387	2720	52	18	88.707642	ZONE
5	1	90	1	6	2	3453	2717	37	21	82.686798	B.)*
2	1	91	0	0	0	3816	2942	291	231	-1	
3	1	91	1	0	0	3816	2942	291	231	-1	
4	1	91	1	1	0	3816	2942	291	231	-1	
5	1	91	1	1	1	3816	2942	291	231	95.000000	 
2	1	92	0	0	0	3698	3206	529	87	-1	
3	1	92	1	0	0	3698	3206	529	65	-1	
4	1	92	1	1	0	3719	3206	486	20	-1	
5	1	92	1	1	1	3719	3206	43	19	93.196297	THIS
5	1	92	1	1	2	3773	3206	89	20	90.247665	ORAWING
5	1	92	1	1	3	3876	3209	18	17	95.276566	IS
5	1	92	1	1	4	3906	3207	37	19	95.276566	THE
5	1	92	1	1	5	3955	3207	50	19	96.174812	SOLE
5	1	92	1	1	6	4017	3208	103	18	96.585197	PROPERTY
5	1	92	1	1	7	4131	3209	26	17	96.469955	OF
5	1	92	1	1	8	4170	3208	35	18	96.583992	THE
4	1	92	1	2	0	3704	3229	516	19	-1	
5	1	92	1	2	1	3704	3229	68	19	95.685356	OWNER
5	1	92	1	2	2	3786	3230	37	17	95.685356	FOR
5	1	92	1	2	3	3835	3230	39	18	79.709961	USE
5	1	92	1	2	4	3888	3230	27	18	95.271965	BY
5	1	92	1	2	5	3927	3230	36	18	96.495766	THE
5	1	92	1	2	6	3975	3230	68	18	96.200111	OWNER
5	1	92	1	2	7	4056	3230	41	18	94.077576	AND
5	1	92	1	2	8	4108	3230	112	18	40.209942	AFFILIATES.
4	1	92	1	3	0	3698	3252	529	19	-1	
5	1	92	1	3	1	3698	3252	149	17	85.555130	REPROOUCTION
5	1	92	1	3	2	3862	3253	26	16	94.392395	OR
5	1	92	1	3	3	3901	3252	38	17	94.392395	USE
5	1	92	1	3	4	3952	3252	26	17	96.251251	OF
5	1	92	1	3	5	3990	3253	87	16	87.643311	DRAWING
5	1	92	1	3	6	4090	3253	17	16	96.576881	IS
5	1	92	1	3	7	4119	3253	108	18	38.155891	FORBIDDEN
3	1	92	2	0	0	3747	3275	431	18	-1	
4	1	92	2	1	0	3747	3275	431	18	-1	
5	1	92	2	1	1	3747	3275	85	17	90.714333	WITHOUT
5	1	92	2	1	2	3844	3275	83	17	95.250992	WRITTEN
5	1	92	2	1	3	3939	3275	117	17	93.465996	PERMISSION
5	1	92	2	1	4	4068	3275	26	17	96.463928	OF
5	1	92	2	1	5	4105	3275	73	18	94.413803	OWNER,
2	1	93	0	0	0	4418	218	342	340	-1	
3	1	93	1	0	0	4418	218	342	340	-1	
4	1	93	1	1	0	4418	218	342	340	-1	
5	1	93	1	1	1	4418	218	342	340	95.000000	 
2	1	94	0	0	0	4317	560	547	11	-1	
3	1	94	1	0	0	4317	560	547	11	-1	
4	1	94	1	1	0	4317	560	547	11	-1	
5	1	94	1	1	1	4317	560	547	11	95.000000	 
2	1	95	0	0	0	4318	579	547	10	-1	
3	1	95	1	0	0	4318	579	547	10	-1	
4	1	95	1	1	0	4318	579	547	10	-1	
5	1	95	1	1	1	4318	579	547	10	95.000000	 
2	1	96	0	0	0	4333	601	523	58	-1	
3	1	96	1	0	0	4333	601	523	58	-1	
4	1	96	1	1	0	4333	601	523	58	-1	
5	1	96	1	1	1	4333	601	59	58	83.522247	©
5	1	96	1	1	2	4402	617	233	24	94.920578	MOTOROLA
5	1	96	1	1	3	4646	614	210	24	95.985367	SOLUTIONS
2	1	97	0	0	0	4425	673	327	79	-1	
3	1	97	1	0	0	4425	673	327	79	-1	
4	1	97	1	1	0	4455	673	267	24	-1	
5	1	97	1	1	1	4455	674	47	20	96.578651	1303
5	1	97	1	1	2	4509	674	44	20	96.910080	East
5	1	97	1	1	3	4560	673	101	24	96.597115	Algonquin
5	1	97	1	1	4	4668	673	54	19	96.216087	Road
4	1	97	1	2	0	4425	701	327	24	-1	
5	1	97	1	2	1	4425	703	132	22	93.306038	Schaumburg,
5	1	97	1	2	2	4564	701	64	20	51.344521	Wilinois
5	1	97	1	2	3	4634	701	62	18	95.456711	60196
5	1	97	1	2	4	4704	701	48	18	96.628593	USA
4	1	97	1	3	0	4457	728	265	24	-1	
5	1	97	1	3	1	4457	728	112	24	95.649765	Telephone:
5	1	97	1	3	2	4582	728	140	20	47.259922	647.578.5000
2	1	98	0	0	0	4414	761	366	21	-1	
3	1	98	1	0	0	4414	761	366	21	-1	
4	1	98	1	1	0	4414	761	366	21	-1	
5	1	98	1	1	1	4410	757	59	35	27.219028	ver,
5	1	98	1	1	2	4470	761	310	21	65.278915	MOTOROLASOLUTIONS,com
2	1	99	0	0	0	4320	788	548	9	-1	
3	1	99	1	0	0	4320	788	548	9	-1	
4	1	99	1	1	0	4320	788	548	9	-1	
5	1	99	1	1	1	4320	788	548	9	95.000000	 
2	1	100	0	0	0	4320	806	548	11	-1	
3	1	100	1	0	0	4320	806	548	11	-1	
4	1	100	1	1	0	4320	806	548	11	-1	
5	1	100	1	1	1	4320	806	548	11	95.000000	 
2	1	101	0	0	0	4450	815	73	53	-1	
3	1	101	1	0	0	4450	815	73	53	-1	
4	1	101	1	1	0	4450	815	73	53	-1	
5	1	101	1	1	1	4450	815	73	53	0.000000	((e))
2	1	102	0	0	0	4411	997	380	117	-1	
3	1	102	1	0	0	4411	997	380	117	-1	
4	1	102	1	1	0	4411	997	380	18	-1	
5	1	102	1	1	1	4411	997	208	18	13.981476	“Dettvering
5	1	102	1	1	2	4501	993	32	29	93.190170	Next
5	1	102	1	1	3	4542	997	76	18	18.178463	Genevesion
5	1	102	1	1	4	4626	993	81	29	51.916397	Technology
5	1	102	1	1	5	4716	993	75	29	45.970650	Solutions”
4	1	102	1	2	0	4453	1021	285	18	-1	
5	1	102	1	2	1	4453	1023	38	16	88.799461	9332
5	1	102	1	2	2	4497	1022	14	17	7.273674	N
5	1	102	1	2	3	4521	1022	45	17	7.273674	9STH
5	1	102	1	2	4	4572	1022	51	17	91.877686	WAY,
5	1	102	1	2	5	4635	1021	54	17	9.183693	SLITE
5	1	102	1	2	6	4695	1021	43	17	74.433884	B203
4	1	102	1	3	0	4488	1044	214	18	-1	
5	1	102	1	3	1	4488	1044	214	18	42.127686	SCOTTSDALE,
5	1	102	1	3	2	4626	1040	21	31	87.764717	AZ
5	1	102	1	3	3	4657	1044	45	18	61.577126	85258
4	1	102	1	4	0	4432	1066	330	18	-1	
5	1	102	1	4	1	4432	1069	53	15	26.856495	Phone:
5	1	102	1	4	2	4495	1067	108	17	0.000000	480.421.0234
5	1	102	1	4	3	4614	1068	33	15	76.979347	Pax:
5	1	102	1	4	4	4653	1066	109	17	64.968277	481.305.5253
4	1	102	1	5	0	4474	1090	245	24	-1	
5	1	102	1	5	1	4474	1086	39	32	54.761242	pew
5	1	102	1	5	2	4523	1086	81	32	26.737556	PATRIOT
5	1	102	1	5	3	4614	1086	64	32	82.183723	TOWER
5	1	102	1	5	4	4686	1086	38	32	85.141006	com,
2	1	103	0	0	0	4408	985	386	7	-1	
3	1	103	1	0	0	4408	985	386	7	-1	
4	1	103	1	1	0	4408	985	386	7	-1	
5	1	103	1	1	1	4408	985	386	7	95.000000	 
2	1	104	0	0	0	4324	1105	548	11	-1	
3	1	104	1	0	0	4324	1105	548	11	-1	
4	1	104	1	1	0	4324	1105	548	11	-1	
5	1	104	1	1	1	4324	1105	548	11	95.000000	 
2	1	105	0	0	0	4324	1124	548	10	-1	
3	1	105	1	0	0	4324	1124	548	10	-1	
4	1	105	1	1	0	4324	1124	548	10	-1	
5	1	105	1	1	1	4324	1124	548	10	95.000000	 
2	1	106	0	0	0	4356	1127	489	116	-1	
3	1	106	1	0	0	4356	1127	489	116	-1	
4	1	106	1	1	0	4510	1127	104	7	-1	
5	1	106	1	1	1	4510	1127	104	7	12.523279	—————=
4	1	106	1	2	0	4362	1135	477	18	-1	
5	1	106	1	2	1	4362	1139	43	14	63.549278	THIS
5	1	106	1	2	2	4411	1139	93	14	95.870567	DRAWING
5	1	106	1	2	3	4510	1136	16	16	65.793343	IS
5	1	106	1	2	4	4531	1136	140	16	82.989128	COPYRIGHTED
5	1	106	1	2	5	4676	1136	43	16	90.779800	AND
5	1	106	1	2	6	4725	1137	16	13	83.734230	[S
5	1	106	1	2	7	4746	1136	37	14	77.107414	THB
5	1	106	1	2	8	4790	1135	49	15	76.297203	SOLE
4	1	106	1	3	0	4356	1157	489	19	-1	
5	1	106	1	3	1	4356	1160	79	16	96.615021	PROPERTY
5	1	106	1	3	2	4458	1160	27	14	86.125275	OF
5	1	106	1	3	3	4488	1160	37	14	96.501793	THE
5	1	106	1	3	4	4531	1159	77	16	96.501793	OWNER,
5	1	106	1	3	5	4614	1158	18	16	89.107895	IT
5	1	106	1	3	6	4638	1158	16	15	33.690895	LS
5	1	106	1	3	7	4661	1158	106	15	56.251770	PRODUCED
5	1	106	1	3	8	4773	1157	72	16	93.638237	SOLELY
4	1	106	1	4	0	4384	1180	434	18	-1	
5	1	106	1	4	1	4384	1184	38	14	90.695282	POR
5	1	106	1	4	2	4428	1182	36	16	0.000000	USd
5	1	106	1	4	3	4470	1182	24	15	96.520126	BY
5	1	106	1	4	4	4500	1181	38	16	96.286720	THE
5	1	106	1	4	5	4543	1181	73	16	95.999413	OWNER
5	1	106	1	4	6	4622	1176	36	30	70.690094	AND
5	1	106	1	4	7	4665	1176	30	30	70.690094	ITS
5	1	106	1	4	8	4703	1180	115	15	11.541214	AITTLIATES,
4	1	106	1	5	0	4359	1202	483	19	-1	
5	1	106	1	5	1	4359	1205	150	16	95.410484	REPRODUCTION
5	1	106	1	5	2	4513	1204	28	15	96.432777	OR
5	1	106	1	5	3	4546	1203	36	16	96.664009	USE
5	1	106	1	5	4	4587	1203	48	15	91.137848	OF
5	1	106	1	5	5	4640	1203	22	15	80.741898	TIUS
5	1	106	1	5	6	4668	1202	96	16	93.264328	DRAWING
5	1	106	1	5	7	4769	1202	73	17	67.928490	AND/OR
4	1	106	1	6	0	4356	1224	489	19	-1	
5	1	106	1	6	1	4356	1227	39	16	93.252708	THE
5	1	106	1	6	2	4400	1226	135	17	76.873268	INFORMATION
5	1	106	1	6	3	4540	1225	116	17	95.291412	CONTAINED
5	1	106	1	6	4	4662	1225	18	15	92.783989	IN
5	1	106	1	6	5	4688	1226	17	14	93.860046	IT
5	1	106	1	6	6	4712	1225	16	15	70.633995	[5
5	1	106	1	6	7	4734	1224	111	16	95.206612	FORBIDDEN
2	1	107	0	0	0	4332	1246	536	27	-1	
3	1	107	1	0	0	4332	1246	536	27	-1	
4	1	107	1	1	0	4350	1246	504	18	-1	
5	1	107	1	1	1	4350	1250	132	14	95.269699	WITHOUT
5	1	107	1	1	2	4448	1242	33	30	86.170273	THE
5	1	107	1	1	3	4488	1247	87	16	94.094505	WRITTEN
5	1	107	1	1	4	4581	1247	117	16	80.577850	PERMISSION
5	1	107	1	1	5	4706	1247	23	14	96.839211	OF
5	1	107	1	1	6	4738	1242	35	30	84.447495	THE
5	1	107	1	1	7	4778	1246	76	15	86.490005	OWNER.
4	1	107	1	2	0	4332	1262	536	11	-1	
5	1	107	1	2	1	4328	1253	80	28	20.569588	a
2	1	108	0	0	0	4326	1281	549	10	-1	
3	1	108	1	0	0	4326	1281	549	10	-1	
4	1	108	1	1	0	4326	1281	549	10	-1	
5	1	108	1	1	1	4326	1281	549	10	95.000000	 
2	1	109	0	0	0	4352	1312	506	284	-1	
3	1	109	1	0	0	4352	1312	506	284	-1	
4	1	109	1	1	0	4352	1312	506	284	-1	
5	1	109	1	1	1	4352	1312	506	284	95.000000	    
2	1	110	0	0	0	4524	1564	339	44	-1	
3	1	110	1	0	0	4524	1564	339	44	-1	
4	1	110	1	1	0	4530	1564	333	19	-1	
5	1	110	1	1	1	4530	1566	37	17	42.720791	P.O,
5	1	110	1	1	2	4572	1566	41	15	92.688339	BOX
5	1	110	1	1	3	4619	1566	55	17	53.895531	BBO34,
5	1	110	1	1	4	4686	1566	90	17	94.773399	PHOENIX,
5	1	110	1	1	5	4782	1564	24	15	94.936127	AZ
5	1	110	1	1	6	4811	1565	52	15	92.404755	85080
4	1	110	1	2	0	4524	1587	339	21	-1	
5	1	110	1	2	1	4524	1590	30	14	48.841137	PHt:
5	1	110	1	2	2	4566	1588	43	20	85.413513	(602)
5	1	110	1	2	3	4614	1588	79	16	84.792549	870-8625
5	1	110	1	2	4	4700	1588	28	15	91.445412	FX,
5	1	110	1	2	5	4736	1589	43	18	85.514404	(602)
5	1	110	1	2	6	4784	1587	79	15	21.559864	6B0-8935
2	1	111	0	0	0	4330	1617	551	9	-1	
3	1	111	1	0	0	4330	1617	551	9	-1	
4	1	111	1	1	0	4330	1617	551	9	-1	
5	1	111	1	1	1	4330	1617	551	9	95.000000	 
2	1	112	0	0	0	4521	1635	198	8	-1	
3	1	112	1	0	0	4521	1635	198	8	-1	
4	1	112	1	1	0	4521	1635	198	8	-1	
5	1	112	1	1	1	4521	1635	198	8	95.000000	 
2	1	113	0	0	0	4375	1653	485	6	-1	
3	1	113	1	0	0	4375	1653	485	6	-1	
4	1	113	1	1	0	4375	1653	485	6	-1	
5	1	113	1	1	1	4375	1653	485	6	95.000000	 
2	1	114	0	0	0	4393	1665	421	49	-1	
3	1	114	1	0	0	4393	1665	421	49	-1	
4	1	114	1	1	0	4393	1665	421	19	-1	
5	1	114	1	1	1	4393	1665	77	19	94.841805	SCALE
5	1	114	1	1	2	4477	1665	20	19	91.616486	IS
5	1	114	1	1	3	4506	1665	78	19	96.538422	BASED
5	1	114	1	1	4	4590	1665	35	19	96.538422	ON
5	1	114	1	1	5	4632	1665	24	19	89.176620	24
5	1	114	1	1	6	4664	1665	16	19	89.176620	X
5	1	114	1	1	7	4688	1665	24	19	68.825661	36
5	1	114	1	1	8	4719	1665	32	19	44.858147	“D SUBMITTALS
\
PART OF SECTIONS, REV DATE DESCRIPTION | BY
TOWNSHIP 5 NORTH, ~/ 4 4
RANGE 10 WEST, G&SRB&M~ 1}
LA PAZ, COUNTY, AZ ~ A | 6/18/2014 | PRELIMINARY | BLN
LEGEND
EX~EXISTING GROUND
M)~ MEASURED
(C}=CALCULATED
FND~FOUND
COR-CORNER SITE CODE:
POC-POINT OF COMMENCEMENT
POB-POINT OF BEGINNING HARQ
CENTER OF PROPOSED TOWER
LOCATION OF COORDINATES
SITE NAME:
HARQUAHALA MTN.
SITE LOCATION:
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ 85357
LATITUDE: 33° 48° 43.89" N
LONGITUDE. 113° 20° 48.67" W
ELEVATION: £5674.8° AMSL
POINT TABLE (GROUND COORDINATES)
SHEET TITLE:
NORTHING EASTING | ELEVATION LATITUDE LONGITUDE
PONT #] (apes) | (NADB3) | (NAVOB) (NADB3) (NADB3) DESCRIPTION
100 1025906.37 | 265557.94 | $683.49 | N33°48'42.3428" | Wi13'20'48.9707" | MECF:USCGS HARQUAHALA TOPOGRAPHIC
4000 | 1025941.64 | 265549,05 | 5679.69 | N33°48'42.6952°" | wi13'20'48.8449° MBCF;HARQ RWS
1001 | 1026908.66 | 264634,05 | 5980.89 | N33'48'52.1320" | W113'21'00,0864" MBCF:HARQ AZ MARK SURVEY
5001 | 1026062.13 | 265585.08 | 5674.60 | N33'48'43.8875" | W113'20'48.6747" CENTER OF TOWER
GROUND COORDINATES SHOWN HEREON ARE ARIZONA STATE PLANE CENTRAL ZONE, MODIFIED BY APPLYING A
COMBINED GRID FACTOR OF 0.99968333 FROM A POINT OF ORIGIN AT N;$025906.3693. £:265557.9401, BEING
USCGS BRASS CAP SET IN ROCK, “HARQUAHALA REFERENCE MARK™.
LS-1

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permission
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FLAMMABLE
written
| |
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gPRO
ADWCOMM
Nl No Smoking aril MOTOROLA SOLUTIONS
| retains
op
k BUILDING A, SUITE 150
.
without Or Spark Producing TEMPE, ARIZONA 85282
sage TELEPHONE: 847.576.5000
Activities WWW,MOTOROLASOLUTIONS.COM
|
format
| I q J
any
in
reproduced
of COMMUNICATIONS SERVICES, INC
LEAD ACID BATTERIES DO WARNING 14350 N. 87th ST.. STE. 145
disclosed NOT SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
used, CORROSIVE LIQUIDS (ELECTROLYTE)
Pe SEAL
be ENERGIZED ELECTRICAL CIRCUITS
| ; |
THIS FACILITY CONTAINS HAZARDOUS
cannot
SMOKING |
Il ON 0 CORROSIVE LIQUID MATERIALS
project. eet A ot st - Fa TOXIC LIQUID STORAGE
a Satine
— CLASS 1 WATER REACTIVE LIQUID
AREA
|
specific
A —_—- —_/
ona
use
for NEPA |NFORMATION SIGN NOTE; DANGER DO NOT CLUMS SIGN NOTE; AZA A A
sulely (QTY 1) TO BE POSTED ON EXTERIOR DOOR OF SHELTER (QTY 1) TO BE ATTACHED ON TOWER (OTY 1) TO BE POSTED ON PROPANE TANK SHELL
] DESIGNER: JASON nco|
information SUBMITTALS |
REQUIRED NFPA SIGNAGE SCALE : NTS DO NOT CLIMB SIGNAGE SCALE: NTS HAZARDOUS MATERIALS SIGNAGE SCALE : NTS Rev] OATe | CESCRnoN [orl
contains 1 [0334.18 1 Review IN
2 | 0317.16] UPDATE MW AW
and ; 2 ue — t i 2 1 ;
1 3 | 03.30.16 [CLIENT COMMENTS] AW
—_ ~ 4 | 10.11.17 COMMENTS | AW
12 : a |
ADWCOMM § | 10.12.17 COMMENTS AW
PUBLIC SAFETY [| NOTICE | |
__ _
of RADIO. COMMUNICATIONS FACILITY oF DOCUMENTS Is PROPRIETARY BY | NATURE,
| tSCLOSURE OTHER THAN THAT
item NO TRESPASSING
p25 RADIO SYSTEM INFRASTRUCTURE.
ATi, .
NO VANDALISM Maricopa County UPGRADE 1S STRICTLY PROHIBITED.
bet’
proprictary ( e) Rwuew Wircless Systems
NO LOITERING {PLOT DATE: 10/12/17 ]
;
a
is ON THIS PROPERTY 2 ts
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n HARQ
document VIOLATORS WILL
Contact: Miaricopals County Radio Shop
Radio ihre fale bed
BE PROSECUTED t olnt may exceed the
general public
This exposure bimit. ALTE_NAME:
Obey all puldelines — HARQUAHALA
for working posted In ra signs jo Frege and site
environments.
(ADWCOMM).
tt otterdents ohh Federsl Commmuntenthons Comms tios 1 —_—— SUTR_ADDRESS:
dee on radhe rommenny omingios 4? CFA 1.104710) }
tN LATITUDE: 33°48' 43.89" N
INC LONGITUDE: 113°20° 48.67" W
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ 85357
Scrvices, LA PAZ COUNTY
NO_ TRESPASSING SIGN NOTES: RE_NOTICE SIGN NOTES:
1. (QTY 4) SIGNS SHALL BE MOUNTED ON FOUR 1. (QTY 1) SIGN SHALL BE MOUNTED SHEET THLE:
FENCE WALLS NEXT TO ACCESS GATES OWNER CONTACT INFORMATION. SIGN. NOTE: RE_GUIDELINES PLACARD NOTES
Communications 2. RF NO TRESPASSING SIGN SHALL BE PLACED 2. RF NOTICE SIGN SHALL BE PLACED
SIGNAGE & NOTES
6-0" FROM THE FINISH GRADE 6-0" FROM THE FINISH GRADE (QTY 1} TO BE POSTED ON EXTERIOR DOOR OF SHELTER 1. (QTY 1) TO BE POSTED INSIDE THE EQUIPMENT ROOM
ON_SHELTER DOOR TO MAKE ALL WORKERS AWARE
OF THE NORMAL REQUIREMENTS FOR SITE OPERATION
CADW 2 RF GUIDELINES PLACKARD SHALL BE PLACED 5°-0"
FROM THE FINISH FLOOR SHEET NUMBER:
S N |
Copyright
FENCE SIGNAGE SCALE: NTS SHELTER SIGNAGE SCALE: NTS

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—
A ATION Al 7
7
1. CAWCD RESERVES THE RIGHT TO STOP WORK ON CAWCD'S RIGHT-OF-WAY OR PROPERTY FOR REASONS OF =
permission SAFETY OR PROTECTION OF CAWCH FACILITIES. FAILURE TO COMPLY WITH THE CONSTRUCTION CONTRACT 7 VARIZONAS
y
REQUIREMENTS OR TERMS OF THE CONSTRUCTION PERIOD LAND USE LICENSE SHALL BE GROUNDS FOR
STOPPING WORK AND/OR SUSPENSION OF THE LICENSE. 7 Hl } ‘fa > | |
,
written 2. UNLESS SPECIFICALLY GRANTED BY CAWCD, WORK SHALL BE GENERALLY PERFORMED DURING NORMAL J, ae
BUSINESS WORKING HOURS OF 6 A.M. 70 6 P.M., MONDAY THROUGH FRIDAY, EXCEPT AS OTHERWISE
prior INDICATED BY CAWCD. THE LOCAL JURISDICTION'S REQUIREMENTS SHALL PREVAIL, IF MORE STRINGENT.
/
's 3. PRIOR TO THE START OF ANY WORK ON CAWCD'S RIGHT~OF-—WAY OR PROPERTY, THE CONTRACTOR SHALL cae
ra
COMPLY WITH THE FOLLOWING:
, ‘
g.AT LEAST 2-WEEKS PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL CONTACT Fa \
ADWCOMM CAWCD AT (623) 869-2555 TO SCHEDULE A CONSTRUCTION COORDINATION MEETING. FAILURE TO y \ . MOTOROLA SOLUTIONS
VV
SCHEDULE AND HOLD THIS MEETING WILL PREVENT START OF CONSTRUCTION OPERATIONS. MANDATORY \ N 2900 S. DIABLO WAY,
ATTENDEES SHALL INCLUDE REPRESENTATIVES FROM ALL PRIME AND SUB-CONTRACT COMPANIES THAT bh 7 \ WA \ \ BUILDING A, SUITE 150
WILL PERFORM WORK WITHIN CAWCO'S RIGHT-OF-WAY OR PROPERTY. THE CONTRACTOR SHALL LEAD rx 7 ‘y y, AN TEMPE, ARIZONA 85282
without DISCUSSIONS COVERING, AT A MINIMUM, THEIR SAFETY PROGRAM, SECURITY AND FENCING SA \ mh 7 7 TELEPHONE: 847.576.5000
= aw y WWW.MOTOROLASOLUTIONS.COM
CONSIDERATIONS, DUST ABATEMENT PLANS, STORM WATER POLLUTION PROTECTION PLAN, CONSTRUCTION ae YZ /
format SCHEDULE, COORDINATION ISSUES, AND PLAN OF WORK FOR ALL ITEMS MTHIN CAWCD'S RIGHT-OF-WAY (— =o ne eller sinew, . — \4
As
OR PROPERTY. oe, a \ Ny “4 > if,
any b.AN ON-SITE MEETING WITH CAWCD’S SECURITY PERSONNEL MAY BE REQUIRED AND PROVIDING OF A j y
in CAWCD APPROVED SECURITY LOCK (MASTER LOCK NUMBER S OR BETTER) WLL BE REQUIRED WHEN
GAINING ACCESS TO THE CAWCD OPERATION AND MAINTENANCE ROADS OR CANAL SYSTEM PROPERTY. 1]
reproduced c. THE CONTRACTOR SHALL PROVIDE TO CAWCD A LIST, WTH APPROPRIATE PHONE NUMBERS AND CONTACT
i
INFORMATION, OF ALL PRIME AND SUB-PRIME CONTRACTORS THAT WILL BE OPERATING WITHIN CAWCD'S
PROPERTY OR RIGHT-OF-WAY. THIS UST SHALL BE UPDATED AND APPROVED 8Y CAWCD, PRIOR TO I COMMUNICATIONS SERVICES. INC
or
ALLOWING ADDITONAL CONTRACTORS ACCESS TO CAWCD'S PROPERTY OR RIGHT-OF-WAY. ALL
Wen nt IGesere 2 Te
NON-APFROVED / NON-LISTED CONTRACTORS WILL BE ESCORTED OFF OF CAWCD PROPERTY OR
disclosed SCOTTSDALE, AZ 85260
HEA Le
j PHONE: 480.291.6824
d.NO DIGGING, EXCAVATION, OR EARTHWORK OPERATIONS SHALL GE UNDERTAKEN WITHOUT A CAWCD DIG rf
used, PERMIT. THE CAWCD DIG PERMIT SHALL BE OBTAINED THROUGH THE CAWCD INSPECTION OR ENGINEERING |
i FE SEAL
EMPLOYEES ASSIGNED TO THE CONSTRUCTION OPERATIONS AND WLL BE AT NO COST TO THE F; t
be
CONTRACTOR. THE CONTRACTOR SHALL ANTICIPATE TURN AROUND OF THE OIG PERMIT IN NO MORE THAN ; / |
cannot 10-DAYS (WORKING DAYS}. i '
i
e.THE CONTRACTOR SHALL SUBMIT, AND OBTAIN APPROVAL ON, A DUST CONTROL PLAN. THE DUST 1 H
It
CONTROL PLAN SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ARIZONA COUNTY WHERE THE 1 z |
project. WORK IS BEING UNDERTAKEN AND SHALL CONTAIN PROVISIONS TO LIMIT THE SPEED ON ALL CAWCD'S 1 ;
OPERATION AND MAINTENANCE ROADS TO LESS THAN 15 MPH. APPLICATION OF ANY DUST PALLIATIVES \ J i}
SHALL ONLY BE UNDERTAKEN AFTER SPECIFIC APPROVAL GY CAWCD. i 7
1
specific {. THE CONTRACTOR SHALL SUBMIT AN APPROVED STORM WATER POLLUTION PREVENTION (SWPP) PLAN. f \
THE SWPP SHALL BE IN COMPLIANCE WTH THE REQUIREMENTS OF THE ARIZONA COUNTY WHERE THE f \ |
a
on WORK IS BEING UNDERTAKEN. THE PLAN SHALL ADDRESS THE MEANS AND MEASURES BEING fi ?
UNDERTAKEN TO PREVENT STORM WATER FROM ENTERING INTO THE CAWCD CANAL OR LEAVING THE |
use F /
CONSTRUCTION SITE. / ‘
for g.THE CONTRACTOR SHALL SUBMIT. AND OBTAIN APPROVAL ON, A SAFETY PLAN. WHILE WORKING ON / \
CAWCD’S PROPERTY OR RIGHT-OF-WAY, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE SAFETY A H
solely
REQUIREMENTS OF THE PLAN, INCLUDING COMPLIANCE WITH THE RECLAMATION SAFETY AND HEALTH \ \
| DESIGNER. ; JASON nco|
STANDAROS AND THE CAWCD'S SAFETY RESOURCE MANUAL. THE SUBMITTED SAFETY PLAN SHALL \ 1
DEMONSTRATE AN UNDERSTANDING OF, AND COMPLIANCE WITH, THE REQUIREMENTS OF THESE MANUALS. } }
information
COPIES OF BOTH MANUALS CAN BE OBTAINED ON THE CAWCD'S WEBSITE (WwWW.CAP~AZ.COM) UNDER ( SUBMITTALS
\
CONTRACTING / SAFETY. THE CONTRACTOR SHALL COMPLY WTH THE MORE STRINGENT OF THE
\ REV.| DATE DESCRIPTION | BY
INDICATED SAFETY STANDARDS.
contains 4. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROVIDE CAWCD ACCESS TO THE CANAL AND ‘ 1 | 05.14.16 REVIEW JN
CANAL FACILITIES DURING THE ENTIRE CONSTRUCTION PERIOD. ONLY ONE OF THE OPERATION AND 2 1031716) UPDATE mw lAW
and MAINTENANCE (O&M) ROADS SHALL BE ALLOWED TO BE CLOSED AT ONE TIME, UNLESS SPECIFIC PERMISSION
tS GRANTED BY CAWCD. CLOSURE OF ANY O&M ROAD WILL NEED TO BE COORDINATED WITH CAWCD AT 3_{ 03.30.16 [CLIENT COMMENTS] AW
LEAST 2-WORKING DAYS iN ADVANCE OF THE NEEDED CLOSURE. THE CONTRACTOR SHALL PLACE ROAD 4 | 10.11.17 COMMENTS [AW
CLOSURE SIGNS ON BOTH GATES ACCESSING THE CLOSED SECTION OF ROAD. THE CONTRACTOR SHALL ALSO
ADWCOMM 3 Toizi7 Ars COMMENTS TAW
AND FLAGGING AROUND THE WORK AREA. CAWCD MAY REQUIRE THE SUBMISSION
PLACE UGHTED BARR CADES =
Li . ~
THE INFORMATION CONTAINED IN THIS SET
of 5. CAWCD PROPERTY OR RIGHT-OF-WAY SHALL NOT BE UTILIZED FOR PARKING, MAINTENANCE, OR FUELING OF OF DOCUMENTS [S PROPRIETARY BY NATURE.
CONSTRUCTION EQUIPMENT, UNLESS SPECIFIC CONSENT IS PROVIDED BY CAWCD. TO OBTAIN THIS CONSENT, ANY USE OR DISCLOSURE OTHER THAN THAT
item THE CONTRACTOR SHALL SUBMIT, AND OBTAIN APPROVAL ON, A PLAN TO ACCOMMODATE THESE ACTIVITIES. WHICH RELATES TO MARICOPA. COUNTY'S
THE PLAN SHALL CLEARLY DEMONSTRATE THE MEASURES TAKEN TO PREVENT CONTAMINATION OF SOIL OR faleriar oe
Gets
WATER RESULTING FROM THESE ACTIMITIES,
proprictary
6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ANY CONSTRUCTION DEBRIS FROM [ror DATE:
: 10/12/17 |
ENTERING THE CAP CANAL SYSTEM. ALL DEBRIS THAT ENTERS THE CANAL SHALL BE REMOVED FROM THE
a CANAL AT THE EXPENSE OF THE CONTRACTOR. IF DEEMED NECESSARY BY CAWCD, THE CONTRACTOR MAY
is
BE REQUIRED TO PERFORM UNDERWATER DIVE OPERATIONS TO SURVEY THE CANAL FOR DEBRIS AND REMOVE SITE_CODE:
ALL NOTED ITEMS.
HARQ
document
7. THE CONTRACTOR IS RESPONSIBLE FOR RESTRICTING THE PUBLIC'S ACCESS TO CAWCD'S PROPERTY AND
RIGHT-OF-WAY DURING CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO, THE USE OF
This TEMPORARY FENCING AND GUARDING OF ALL AREAS THAT ARE REQUIRED TO REMAIN UNFENCED. THIS ‘SUTE_NAME:.
INCLUDES DETOURS OR CLOSURE OF ALL ASSOCIATED TRAILS. THE CONTRACTOR SHALL CLOSE AND LOCK
CAWCD SECURITY GATES WHEN THEY ARE NOT BEING UTILIZED FOR ACCESS OR WHEN NOT PRESENT ON HARQUAHALA
Ca
i
(ADWCOMM). 8. THE CONTRACTOR IS RESPONSIBLE TO PROTECT THE CAWCD FACILITIES FROM DAMAGE DUE TO CONSTRUCTION
SLTE_ADDRESS; r
OPERATIONS. ALL DAMAGE TO CAWCD FACILINES CAUSED DIRECTLY, OR INDIRECTLY, BY CONTRACTOR
OPERATIONS SHALL BE REPAIRED TO CAWCD'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. LATITUDE: 33°48" 43.89" N
INC 9. MECHANICAL EXCAVATION THAT IS WITHIN 24—INCHES OF ANY MARKED UNDERGROUND UTILITY SHALL NOT LONGITUDE: 113°20° 48.67" W
PROCEED UNTIL THE UTILITY IS EXPOSED THROUGH HAND EXCAVATION, VACUUM EXCAVATION, OTHER CAWCD HARQUAHALA
APPROVED NON-DESTRUCTIVE MEANS. ONCE EXPOSED, THE CONTRACTOR SHALL GE RESPONSIBLE TO HARQUAHALA MOUNTAIN, AZ &5357
Scrvices, PROTECT AND SUPPORT ALL UTILITIES IN PLACE AND RESTORE PROPER BACKFILL AND SUPPORT. LA PAZ COUNTY
10, UNLESS SPECIFICALLY STATED OTHERWISE, MINIMUM COMPACTION FOR ALL SOIL FILL MATERIALS UTILIZED ON
CAWCD'S RIGHT-OF-WAY OR PROPERTY SHALL BE 95% OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO SHEET TITLE:
ations
ASTM D 1557. ALL SOIL SHALL BE PLACED AT A UNIFORM MOISTURE CONTENT THAT IS WITHIN 2% OF
OPTIMUM. SATISFACTORY SOIL FILL MATERIALS SHALL BE GROUPS GW, GP, GM, SW, SP, SM OR A OVERALL SITE PLAN &
COMBINATION OF THESE GROUPS, AS DEFINED BY ASTM D 2487. ALL FILL SHALL BE FREE OF DEBRIS, TES: [* | SITE PLAN KEYED NOTES: - (#) CAWCD GENERAL NOTES
WASTE, VEGETATION, AND OTHER DELETERIOUS MATERIAL. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE
TO CAWCD FOR APPROVAL INFORMATION ON ALL IMPORTED SOIL TO INDICATE COMPLIANCE WITH THESE 1, EXISTING DIRT ROAD 1. NEW w NO TRESPASSING WARNING é& RF SIGNAGES ATTACHED TO {
Ci
REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT TO CAWCD COMPACTION REPORTS INDICATING COMPLIANCE 2. EXISTING HELICOPTER LANDING AREA ACCESS GATE, SEE DETAIL 2 SHEET GN-1 N
WITH THESE REQUIREMENTS. 3. EXISTING FCD RAIN GAUGE WITH ANTENNA 2. NEW NO TRESPASSING WARNING SIGNAGE ATTACHED TO FENCE,
OADW ® SHEET NUMBER:
4. APPROXIMATE WILDERNESS BOUNDARY SEE DETAIL 2 ON SHEET GN-1
:
ht ef A |
CAWCD GENERAL NOTES 1] OVERALL SITE PLAN eC eae a | 2
11°17" SCALE 1° @ 40'-0" 2 OU ‘0°
Ce

(
C}
: NL:
oS
Soo | OEMOLERAN KEYED NOTE = (#)}
~“.
\. | + EXISTING SOLAR PANEL ARRAYS TO 8E REMOVED
permissions \ 2. EXISTING SWING GATES TO BE REARRANGED TO SWING OUTWARD
Jt | 3. EXISTING 3SKW GENERATOR TO BE REMOVED
G )4. EXISTING GENERATOR AND CMU BLOCK WALL 70 BE REMOVED
{ CONCRETE PAD TO REMAIN.
wnittcn
5. EXISTING SHELTER AND FOUNDATION TO BE REMOVED
prior
's
XISTi ITE PLAN_K NOTES, [¢|
ADWCOMM
1. EXISTNG CHAIN LINK FENCE WITH (3) STRANDS BARBED WIRE ON MOTOROLA SOLUTIONS
TOP TO REMAIN 2900 S. DIABLO WAY,
2. EXISTING SWING GATES TO BE REMAN BUILDING A, SUITE 150
3. NOT USED TEMPE, ARIZONA 85282
without
4. EXISTING CONDUIT TO REMAIN AND BE RE-USED TELEPHONE: 847.576.5000
5. EXISTING (2) 500 GALLON PROPANE TANKS JO REMAIN AND WWW MOTOROLASOLUTIONS.COM
format UTILIZE
6. EXISTING CONCRETE PAD TO REMAIN
aay 2 EXISTING 40° FOUR-LEGGED SELF—SUPPORT TOWER TO BE
in UTILIZED
8. EXISTING BUILDING OVERHANG
9 EXISTING EQUIPMENT ROOM 70 BE UTILIZED
reproduced
10. EXISTING CENTRAL ARIZONA PROJECT (CAP) EQUIPMENT BUILD NG;
SEE SHEET A~2.1 FOR EQUPMENT LAYOUT
or 1). EXISTNG CONCRETE SLAB COMMUNICATIONS SERVICES, INC
12. EXISTNG CONCRETE BBQ
14350 N. B7th ST. STE. 145
disctused 13. EXISTNG VENT HOODS
SCOTTSDALE, f AZ 85260
14, EXISTNG DRT ACCESS ROAD
PHONE: 480.291.6824
15. EXISTING 1'@ CONCRETE PIER TO REMAIN {TYP } :
used. 16. EXISTING STEEL BEAM TO REMAIN (TYP )
PE SEAL
be
canmot
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project.
specific
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| SUBMITTALS
|REV.| DATE DESCRIPTION |BY
contains 1 | 03.14.16 REVIEW JN
2 03.17.16 | UPDATE MW | AW
and
3 | 03.30.16 |CLIENT COMMENTS| AW
4 10.11.17 [COMMENTS _[AW
ADWCOMM 5 10.12.17] COMMENTS [AW
THE INFORMATION CONTAINED IN THIS SET
of ‘OF DOCUMENTS [S PROPRIETARY BY NATURE.
ANY USE OR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED,
proprictary
[PLOT DATE: 10/12/17 |
a
is
SUTE_CODF:
HARQ
docun:cnt
This SITE_NAME:
HARQUAHALA
(ADWCOMM).
SUE ADDRESS:
LATITUDE: 33°48' 43.89" N
INC {— a LONGITUDE: 113°20° 48.67” W
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ 85357
Services, LA_PAZ COUNTY
SHEET TITLE:
DEMO & EXISTING
Comununications ENLARGED SITE
Call Toll Free
PLAN
OWNER: CENTRAL ARIZONA PROJECT (CAP) | 1-800-782-5348
APN #: NOT APPLICABLE N
2 Working Oays Before You Dig
OADW ZONING: BLM ZONING DESIGNATIONS meee ease
&- SHEET NUMBER:
\ /
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TEMPE, ARIZONA 85282
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EXISTNG 19 CONCR TE PERT EMAN
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reproduced
1. NEW SOLAR PANEL AND SOLAR RACKING. REFER REMOTE
or OFF-GRID PV BY ALPHA ENERGY COMMUNICATIONS SERVICES, ING
wan Saneeer
nN NEW COMBINER BOX (TYP). REFER REMOTE OFF-GRID PV
PROJECT DRAWINGS BY ALPHA ENERGY Doce ea Le)
disclosed
7 @ NEW PULLBOX (TYP.). . REFER REMOTE OFF—-GRID PV PROJECT PHONE 480.291.6824
¢ =—
DRAWINGS BY ALPHA ENERGY
used. >» NEW U.G. CONDUIT FOR POWER RUN FROM PULL BOX TO POWER
PE SEAL
PLANT WITHIN THE EQUIPMENT SHELTER (TYP.), REFER REMOTE
be
OFF=GRID PV PROJECT DRAWINGS BY ALPHA ENERGY
cannot NEW 70kW GENERATOR MOUNTED ON EXISTING CONCRETE SLAB
AND TO REPLACE EXISTING 35kW GENERATOR
It NEW CONCRETE PIER TO SUPPORT SOLAR RACK (TYP. OF 14)
ene NEW STEEL BEAM FRAMING TO SUPPORT SOLAR RACK (TYP.)
project.
RE-ARRANGE EXISTING GATES TO SWING OUTSIDE OF COMPOUND
TO ACCOMMODATE NEW SOLAR RACK
NEW 500 GALLON PROPANE TANK ON EXISTING PAD
specific of
0. UNE OF 25° PROPANE TANK IGNITION SOURCE SPARK RADIUS
a PER NFPA 58
on 11. NEW 2°@ STAND OFF PIPE CALLED 4’ ABOVE GRADE WITH 18"
use IN CONCRETE PIER (TYP.), SEE DETAIL 5 ON SHEET
EMBEOMENT
for A-5.
12. NEW U.G. GAS LINE FROM NEW PROPANE TANK TO NEW
solely GENERATOR APPROX. 40°. SEE DETAIL 7 ON SHEET A-S.
13, NEW U.G. CONDUIT FOR MONITOR LINE FROM NEW PROPANE TANK ] DESIGNER: JASON no]
TO EXISTING SHELTER APPROX. 55’, SEE DETAIL 7 ON SHEET
information A-5. SUBMITTALS
|. NEW PULL BOXES (QTY. 2) AT EXISTING UNDERGROUND CONDUIT
LOCATIONS DATE | DESCR'PTION lay
prev
15. NEW U.G. POWER LINE FROM GENERATOR iC POWER PLANT Om dis
coniains wy oe 518 REVIEW uN
WITHIN SHELTER THROUGH NEW AND EXISTING U.G. CONDUITS
APPROX. 40’, SEE DETAIL 7 ON SHEET A-5 po 031716| UPDATE MW [AW
and Gl 03.30 16 [CLIENT COMMENTS] AW
ni]
10.1117 | COMMENTS [AW
ADWCOMM 1012.17 [COMMENTS LAW
THE INFORMATION CONTAINED {tN THIS SET
OF DOCUMENTS S PROPRIETARY BY NATURE,
of
ANY USE OR DISCLOSURE OTHER THAN THAT
item wh We n= ae we — a ee ~~ CH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE S STRICTLY PROHIBITED
proprictary
25'-11"
JPLoT DATE 10/12/17 |
a
is
SUE CODE,
HARQ
document
This SUE NAME,
HARQUAHA A
(ADWCOMM).
. LATITUDE 33°48’ 43.89" N
LONGITUDE 113°20' 4867" W
INC
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ 85357
Scrvices, LA PAZ COUNTY
SHEET TITLE
NEW ENLARGED SITE
Communications
Call Toil Free PLAN
OWNER: CENTRAL ARIZONA PROJECT (CAP) 1-800-782-5348
APN #: NOT APPLICABLE ‘
ZONING: BLM ZONING DESIGNATIONS 2 Working Days Before You Dig
CADW ® ARIZONA SLUE STAKE, NC. SHEET NUMBER
\ Z
gS A 2.1
Copyright ie ee
NEW ENLARGED SITE PLAN 1
Vat?" SCALE: 3/32" mm 1-0" a” OF OO oy

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c é)
+.
(REMOVED /RELOCATED) INTERIOR SHELTER KEYED NOTES: ® (EXISTING) INTERIOR SHELTER KEYED NOTES; (#) ®
1. EXISTING SAFE BOX TO BE RELOCATED EXISTING FIRE EXTINGUISHER NEW MGB UNDER EXISTING PORT ENTRY
ono
2. EXISTING FILE CABINET TO BE RELOCATED WN EXISTING VENT NEW PANEL. REFER REMOTE OFF-GRID PV PROJECT DRAWINGS
pereniaseimi
3. EXISTING BATTERY STRINGS TO BE REMOVED AFTER CUTOVER EXISTING GENERATOR ROOM BY ALPHA ENERGY
EXISTING TELCO BOARD NEW DC PANEL. REFER REMOTE OFF-GRIO PV PROJECT
EXISTING DISCONNECT DRAWINGS BY ALPHA ENERGY
written EXISTING PANEL NEW PVPS~6 RACK (TYP. OF 3)
WONAKEA
EXISTING FIRE PANEL NEW RADIO RACK (TYP. OF 2)
prior EXISTING AC PANEL TO BE UTILIZED @NOMWS NEW MISCELLANEOUS EQUIPMENT RACK
's EXISTING CONTRACTORS NEW MICROWAVE EQUIPMENT RACK
40. EXISTING ENTRY FORT A NEW BATTERY BANK (TYP. OF 6)
V1. EXISTING ENTRY PORT B 9, NEW MAIN BUILDING BUS BAR (POSITIVE, NEGATIVE, AND
ADWCOMM 12, EXISTING RACKS GROUND). REFER REMOTE OFF-GRID PV PROJECT DRAWINGS BY
MOTOROLA SOLUTIONS
13. EXISTING EQUIPMENT TO BE REMOVED AFTER POWER CUTOVER
ALPHA ENERGY
14. EXISTING FIRST AID KIT & FIRE EXTINGUISHER 2900 S. DIABLO WAY,
10. NEW 2°6 WALL PENETRATION FOR CONDUIT/POWER RUN (TYP. BUILDING A, SUITE 150
1S. EXISTING ENTRY PORT (2 PORTS)
OF 8) TEMPE, ARIZONA 85282
without 16. EXISTING DISCONNECT
11, NEW 2°6 WALL PENETRATION FOR CONDUIT/POWER RUN (TYP TELEPHONE: 847.576.5000
17. EXISTING BATTERY ROOM
18. EXISTING EXHAUST OF 6 STACKED) Www. MOTOROLASOLUTIONS. COM
format 19, EXISTING FM=200 FIRE SUPPRESSION SYSTEM 12. APPROXIMATELY LOCATION OF RELOCATED SAFE 80X.
20. EXISTING HVAC CONTRACTOR TO FIELD VERIFY
any CONSTRUCTION NOTES. 21. EXISTING ACCESS DOOR 13. APPROXIMATELY LOCATION OF RELOCATED FILE CAGINET.
in 22. EXISTING EQUIPMENT ROOM TO GE UTILIZED CONTRACTOR TO FIELD VERIFY
1. 45 DEGREE BENDS TO ACHIEVE ALL 90 DEGREE CONDUAT BENDS 23. EXISTING CABLE TRAY (ABOVE) TO GE UTILIZED
reproduced
of COMMUNICATIONS SERVICES, INC
14350 N. 87th ST. STE. 145
disclased SCOTTSDALE, AZ 85260
PHONE: 480.291.6824
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5	1	174	1	23	12	4299	2307	81	47	95.077202	PLOT
5	1	174	1	23	13	4396	2322	67	19	95.077202	DATE:
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4	1	174	1	24	0	1691	2355	2925	144	-1	
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5	1	174	1	24	17	3837	2383	66	22	96.397736	BANK
5	1	174	1	24	18	4479	2389	51	24	63.372036	SIE
5	1	174	1	24	19	4547	2389	69	24	38.212505	COE,
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=. =5'=5%5" a6," Hae | met |F = 2" 4" 15'=1 SUE Ss:
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LATITUDE: 33°48" 43.89" . N
INC eaato" LONGITUDE: 113°20° 48.67" W
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ 85357
Services, LA PAZ COUNTY
cea
SHEET TITLE:
NEW EQU/PMENT
Communications
LAYOUT
OADW
SHEET NUMBER:
A-2.2
Copyright NEW EQUIPMENT LAYOUT 22°34" SCALE: 1/2" & 1°-0" Se ee | 1
13°17" SCALE: 1/4" = 1°-0° 2 iP 2

C) © C
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NEW ANTENNAS & DISHES TOWER & MICROWAVE MAST NOTES:
COAX
KEYED ANTENNA TOWER LEG MANUFACTURER 1. ANTENNA CONFIGURATION IS SUBJECT TO
QUANTITY | DESCRIPTION COLOR CODING gly AZIMUTH ANTENNA @ HEIGHT MOUNT COAX SIZE LENGTH
NOTES (#) MANUFACTURER & MODEL (A.B.C,) & TYPE CHANGE; VERIFY ANTENNA HEIGHT AND
pormnissce (APPROX)
AZIMUTH WTH MOTOROLA RF ENGINEER.
Amphenol BCR-75013—EDIN—-3—25
1 Rx BLUE 1 OMNI W/ REFLECTOR 90° TRUE A 40'-0° 3 STANDOFF ye ANDREW AVAS-50 +70 MICROWAVE DISH MUST HAVE STIFF ARM TIE
(750-8065 MHz) BACKS TO MICROWAVE MAST SUPPORT MOUNT.
written
1 Tx RED 1 ENCLOSED DIPOLE Sinclair SE414-SFP4LDF (746-896 MHz) 90° TRUE A 30-0" 3° STANDOFF % ANDREW AVAS-5SO +70°
prior 6’ SOLID MW DISH W/ RADOME
1 PIP GREEN 2 PTPY 359.2° TRUE 37-0" & PIPE~TO-PIPE ELLIPTICAL E60U +67’
‘s (RFS UXA6-658) (6 GHz)
& SOLID MW DISH W/ RADOME 36” HEAVY DUTY
1 PIP GREEN 1 PTPS 144.6" TRUE 38’-0" & ELLIPTICAL E60J +64
(RFS UHX6-65) (6 GHz) STANDOFF
ADWCOMM
MOTOROLA SOLUTIONS
2900 S. DIABLO WAY,
BUILDING A, SUITE 150
TEMPE, ARIZONA 85282
without
TELEPHONE: 847.576.5000
WWW.MOTOROLASOLUTIONS.COM
format
KEYED NOTES CONTINUE; (#)
any
in 9 NEW 4’ LIGHTNING ROD W/ EXTENSION
10. NEW COAXIAL/CABLE LADDER
reproduced 1, EXISTING +40’ 4—-LEGGED SELF SUPPORT TOWER
12. EXISTING CENTRAL ARIZONA PROJECT (CAP) EQUIPMENT
BUILDING TO BE UTILIZED
of COMMUNICATIONS SERVICES, INC
13. EXISTING CMU WALL SURROUNDING EXISTING GENERATOR
14. (2) EXISTING PROPANE TANKS TO BE UTILIZED 14350 N. 87th ST., STE. 145
uisclosed SCOTTSDALE, AZ 85260
18. ANTI-CLIMG FENCE TO REPLACE EXISTING CHAIN LINK
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C (DISH SPECIFICATIONS TO BE DETERMINED)
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FACE @C, FACE CD, AND FACE AD (ANTENNA SPECIFICATIONS
TO BE DETERMINED) (TYP. OF 3)
specific EXISTING +10° OMNI ANTENNA MOUNTED @+20' A.G.L. ON LEG
C (ANTENNA SPECIFICATIONS TO BE DETERMINED) wT——
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SUBMITTALS
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af4 J 0.11.17 COMMENTS [AW
ADWCOMM 6-115 [10.12.17 COMMENTS [AW
. =|] THE INFORMATION CONTAINED IN THIS SET
of 55° —=] JOF DOCUMENTS IS PROPRIETARY BY naive |
=~] JANY USE OR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY'S
oe P25 RADIO SYSTEM INFRASTRUCTURE
it UPGRADE IS STRICTLY PROHIBITED.
proprictary
4s'—]| PLOT DATE: 10/12/17 |
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2] SUTE_ADDRESS;
iat LATITUDE: 33°48' 43.89" N
INC a LONGITUDE: 113°20' 48.67" W
+ HARQUAHALA
T]] HARQUAHALA MOUNTAIN, AZ 85357
Services, LEG 0 {LEG C BEYOND) es LA PAZ COUNTY
+ SHEET TITLE;
1° —
Communications
_ ELEVATIONS
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serrata eatin iy SHEET NUMBER:
NORTH ELEVATION TOWER LEG A TOWER _LEG TOWER LEG C TOWER LEG D
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11°17" SCALE 1/16" = 1-0"

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14350 N. 47th ST., STE 145
LEG C_ LEG B LEG C_LEGB
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EXISTING 40° TALL 4-LEGGED SELF-SUPPORT TOWER QETAL KEYED NOTES; (#)
specific NEW 6’@ MICROWAVE DISH w/ RADOME {UXA6-658) (6.7
GHz) @ 38 RAD CENTER 1. EXISTING 40° TALL 4-LEGGED SELF—-SUPPORT TOWER
a ! NEW 6’# MICROWAVE DISH W/ RADOME (UHX6-65) (6.7 2. NEW OMNI W/ REFLECTOR Amphenol
on
GHz) © 37’ RAD CENTER BCR-75013-EDIN—3-25 (750-806 MHz) © 40° BOTTOM
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NEW SUPPORT ANGLES TOP AND BOTTOM. FINAL DESIGN 3. NEW ENCLOSED DIPOLE Sincloir SE414—SFP4LDF (746-896
for BE DETERMINED
solely
TOWER CROSS SECTION AT 38-0" TOWER CROSS SECTION AT 40’'-0" & 30’—0” | DESIGNER: JASON Nco|
hiformation
SUBMITTALS
REV.| DATE DESCRIP TION BY
contains j— 03.5416 REVIEW JN
03.17.16 UPDATE MW AW
and upejalrm 03.30.16 [CUENT COMMENTS| AW
10.11.17 COMMENTS AW
ADWCOMM 10.42.17 COMMENTS AW
THE (NFORMATION CONTAINED IN THIS SET
of ‘OF DOCUMENTS IS PROPRIETARY BY NATURE.
ANY USE GR DISCLOSURE OTHER THAN THAT
item WHICH RELATES TO MARICOPA COUNTY'S
P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
pruprictary
| PLOT DATE 10/12/17 |
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HARQUAHALA
(ADWCOMM).
SUTE_ADDRESS:
LATITUDE: 33°48' 43.89" N
INC LONGITUDE: 113°20' 48.67" w
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ BS357
Scrvices. LA PAZ COUNTY
SHEET TITLE;
Communications
TOWER CROSS SECTIONS
CADW
SHEET NUMBER
A—4
Copyright NOT USED

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CONCRETE SLAS KEYED NOTES; (#) EIRST REGULATOR STAGE ® H=ERAME POST KEYED NOTES: (#)
KEYED NOTES;
1. % CHAMFER EDGE (TYP.} 1 PIPE CAP 3%” (TYP.)
2, 3” REINFORCEMENT CLEARANCE FROM SLAB PERIMETER FIRST STAGE REGULATOR; 2. 196"x156"x12 GAUGE GALV. CHANNEL (TYP.) —_ ?
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5	1	54	1	12	11	4593	700	183	21	96.186562	SOLUTIONS
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5	1	54	1	13	2	1913	733	53	21	94.494720	PIPE
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5	1	54	1	13	10	4521	732	87	19	95.916809	DIABLO
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4	1	54	1	14	0	1864	747	2827	42	-1	
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5	1	54	1	14	2	1915	762	39	27	88.488304	1%
12. SURGE ARRESTE EQuiRED
POLYETHYLENE PIPE BUILDING A, SUITE 150
13. COMBINER BOX/DISCONNECT, NEMA 4
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disclosed aipReninee co Ly AWAY FORM THE CONDUIT TO ALLOW FOR DRAINAGE SCOTTSDALE, AZ 65260
VERIFY SIZE W/
SECTION A— PHONE: 480.291.6824
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™ OUTLINE OF PROPANE TANK FINISHED GRADE auNo PROPANE TANK
FIRST STAGE REGULATOR, SEE DETAILS 3 & 5 ON THIS SHEET
project. ¥,"o HOLES (TYP. OF 4) Pune VERT. DEPTH W/O SHORING PER GOVERNING CODES
PUN ¥," CHAMFER EDGE (TYP.) CLEAR BEDDING w/ MIN. 12° COVERAGE OVER CONDUIT 1%" AS53/53M POLYETHYLENE FLEXIBLE GAS TUBING OR
APPROVED EQUAL.
ITW RED HEAD TRUBOLT + WEDGE PVC HIGH VOLTAGE POWER CONDUIT SIZED PER ELECTRICAL
specific UPONOR MOISTURE SLIP SEAL TEE
ANCHOR ¥" DIA. ANCHOR BOLT W/ ENGINEER: 12" SEPARATION FROM OTHER LINES; CONDUIT w/ GAS
PVC CONDUIT FOR MONITOR LINES
a 3%" MIN EMBEDMENT (TOTAL 4); & FUEL LINES IN SEPARATE TRENCH; COORDINATE W/ LOCAL BNOu PVC TEE
on VERIFY SIZE W/ MANUFACTURER UTILITIES FINISHED GRAVEL ine
use SPECS. 6. PVC FOR TELEMETRY AS APPLICABLE tua
7. WARNING TAPE 12” ABOVE CONDUIT
for en is
8. ENGINEERING FILL MATERIAL
solely h®
{GES JASON NGO]
information
SUBMITTALS
oye) |
REV.| DATE DESCRIPTION BY
contains 1 | 03.1416 REVIEW JN
I
2 | 03.17.16 UPDATE MW AW
PER MFR.
and SPECS I 3 | 03.30.16 |CLIENT COMMENTS] AW
os ys —h- 4 | 10.10.17 COMMENTS AW
O—~_
ADWCOMM . @ S| 10.12.17 COMMENTS AW
Wye i a NOTE: \ J} WSs
@O~_| q THIS DETAIL NOT APPLICABLE
Pog THE INFORMATION CONTAINED IN THIS SET
af Sane TO WATER LINE(S) OF DOCUMENTS [S PROPRIETARY BY NATURE.
; PLAN————_-4 ANY WSE OR DISCLOSURE OTHER THAN THAT|
f S
item ~o- es ——7 JOINT TRENCH DETAILS |scace: NTS | 4 WHICH RELATES TO MARICOPA COUNTY'S
| ve P25 RADIO SYSTEM INFRASTRUCTURE
UPGRADE IS STRICTLY PROHIBITED.
to sige a
proprictary SPECS MONITOR & GAS LINE KEYED. NOTES: (@)
InN oo v7 | PLoT Date: 10/12/17 |
o™é Ts
at 2 1, FIRST STAGE REGULATOR;
a ate.
is MFR. SITE COORDINATE WITH PROPANE
ALTIE_CODE.
SUPPLIER
PER 2. REMOTE READY HALL EFFECT HARQ
document PER
MODULE TWINSITES AND R3D HALL
EFFECT MODULE
This 3. 2"@ STAND OFF PIPE CALLED 4’ © SUE NAME,
219 ABOVE GRADE WITH 18”
HARQUAHALA
EMBEDMENT IN CONCRETE PIER
3%" GALV. THRU BOLT (TYP.)
oP 6
(ADWCOMM). 14" LONG PIOO0T UNISTRUT WITH
SUPERSTRUT PIPE STRAP (TYP.) SITE ADDRESS,
~ ” 2
%" SCH. 40 UV RATED PVC PIPE LATITUDE: 33°48" 43.89" N
Mo T
INC bcen eye 1%" A53/53M PIPE (WERIFY PIPE LONGITUDE: 113°20° 48.67" Ww
SITE SY INSPECTOR OF RECORD PRIOR HARQUAHALA
TO COATING WTH COAL TAR HARQUAHALA MOUNTAIN, AZ 85357
Services, PROPANE FOUNDATION NOTES: EPOXY) LA PAZ COUNTY
8. EXPLOSION— PROOF FITTING
= . VERIFY DIMENSIONS WITH PROPANE MANUFACTURER ALONG WITH
RESPA~EYF75~-AL SHEET TITLE:
LOCATION OF BASE FRAME CONNECTIONS.
Nn 9. TRACER WIRE INSTALLED ON ALL (ug eo fimo}
REMOVE ALL LOOSE INORGANIC OR UNSUITABLE SOIL TO
POLYETHYLENE PIPE L 10
Communications UNDISTURBED BEARING STRATA W/ ALLOWABLE SOIL BEARING
10. PIPE FITTING 8 CONSTRUCTION DETAILS
PRESSURE OF 1500 PSF. I i
11. PROPANE TANK
CONCRETE STREN GTH SHALL BE 4000 PSI, MIN, 9
au
SUB-GRADE SHALL BE COMPACTED 95% AND INDEPENDENTLY
¢ a am
TESTED.
OADW a GENERAL CONTRACTOR TO FOLLOW SU&GRADE PREPARATION ENE NS al SHEET NUMBER
STATED IN GEOTECHNICAL REPORT
A-)
Copyright
LPG TANK CONC. SLAB DETAIL SCALE: N.TST 2 MONITOR & GAS LINE DETAIL |scae: ws] 5 PROPANE TANK JOINT PIPES DETAIL SCALE: N.T.S 7

LEGEND:
| TINNED SOLID ALLOY 110 COPPER TOWER/ANTENNA BUS BAR
aor BONDED TO TOWER STEEL.
permission
5/8" DIA. x 10' COPPER CLAD GROUND ROD. REFER DETAIL 5
©
ON SHEET G—-2.
written
prior — =—G== — — GROUND RING, REFER DETAIL 4 ON SHEET G=2.
's
5	1	26	1	6	2	3417	657	151	21	96.389061	EXOTHERMIC
5	1	26	1	6	3	3585	657	62	21	96.089722	WELD
5	1	26	1	6	4	3665	656	31	21	93.218048	OR
5	1	26	1	6	5	3714	654	167	23	90.952049	IRREVERSISLE
5	1	26	1	6	6	3897	654	252	21	84.284027	HIGH-COMPRESSION
5	1	26	1	6	7	4168	654	73	20	96.034431	CRIMP
4	1	26	1	7	0	3273	730	477	23	-1	
5	1	26	1	7	1	3273	730	12	12	0.000000	‘
5	1	26	1	7	2	3419	732	154	21	85.080276	MECHANICAL
5	1	26	1	7	3	3588	731	162	21	85.400169	CONNECTION.
4	1	26	1	8	0	3177	1073	225	24	-1	
5	1	26	1	8	1	3173	1068	117	39	84.981140	CENERAL
5	1	26	1	8	2	3303	1068	101	39	60.755547	NOTES:
2	1	27	0	0	0	3179	1126	1036	108	-1	
3	1	27	1	0	0	3179	1126	1036	108	-1	
4	1	27	1	1	0	3179	1126	1036	24	-1	
5	1	27	1	1	1	3179	1132	21	18	78.504616	A.
5	1	27	1	1	2	3228	1129	77	21	95.808441	THESE
5	1	27	1	1	3	3323	1129	126	21	68.995384	DRAWINGS
5	1	27	1	1	4	3465	1129	141	21	95.963402	REPRESENT
5	1	27	1	1	5	3623	1127	43	21	96.302399	THE
5	1	27	1	1	6	3683	1127	112	21	94.920845	GENERAL
5	1	27	1	1	7	3810	1127	92	21	94.920845	EXTENT
5	1	27	1	1	8	3918	1127	48	20	95.976334	AND
5	1	27	1	1	9	3984	1126	185	21	95.788246	ARRANGEMENT
5	1	27	1	1	10	4184	1126	31	19	94.896507	OF
4	1	27	1	2	0	3228	1154	900	26	-1	
5	1	27	1	2	1	3228	1157	119	23	96.639259	SYSTEMS,
5	1	27	1	2	2	3365	1157	49	20	78.837471	BUT
5	1	27	1	2	3	3431	1156	46	21	95.518280	ARE
5	1	27	1	2	4	3492	1156	50	21	96.009689	NOT
5	1	27	1	2	5	3557	1156	28	21	81.147263	TQ
5	1	27	1	2	6	3603	1156	30	21	92.336006	GE
5	1	27	1	2	7	3650	1156	153	20	96.479240	CONSIDERED
5	1	27	1	2	8	3819	1154	158	21	87.777176	FABRICATION
5	1	27	1	2	9	3995	1154	133	21	89.876907	DRAWINGS.
4	1	27	1	3	0	3228	1181	974	25	-1	
5	1	27	1	3	1	3228	1184	156	21	96.536095	COORDINATE
5	1	27	1	3	2	3401	1184	55	21	31.552502	WITH
5	1	27	1	3	3	3474	1184	77	21	96.682617	OTHER
5	1	27	1	3	4	3569	1184	100	22	96.039146	TRADES,
5	1	27	1	3	5	3689	1184	49	20	95.820290	AND
5	1	27	1	3	6	3755	1183	102	21	94.611641	PROVIDE
5	1	27	1	3	7	3873	1183	65	21	96.797127	EACH
5	1	27	1	3	8	3956	1183	93	19	96.542229	SYSTEM
5	1	27	1	3	9	4068	1181	134	23	96.556313	COMPLETE,
4	1	27	1	4	0	3228	1210	857	24	-1	
5	1	27	1	4	1	3228	1213	129	21	96.321686	INCLUDING
5	1	27	1	4	2	3375	1213	44	21	95.695328	ALL
5	1	27	1	4	3	3434	1211	144	22	95.695328	NECESSARY
5	1	27	1	4	4	3594	1211	174	23	96.697083	COMPONENTS,
5	1	27	1	4	5	3785	1211	103	20	96.376579	FITTINGS
5	1	27	1	4	6	3906	1210	48	21	96.775467	AND
5	1	27	1	4	7	3972	1210	113	21	96.548203	OFFSETS.
2	1	28	0	0	0	3179	1265	1045	80	-1	
3	1	28	1	0	0	3179	1265	1045	80	-1	
4	1	28	1	1	0	3179	1265	1032	24	-1	
5	1	28	1	1	1	3179	1270	13	19	90.486595	B.
5	1	28	1	1	2	3228	1268	101	21	95.897125	INSTALL
5	1	28	1	1	3	3345	1268	110	21	96.061272	SYSTEMS
5	1	28	1	1	4	3473	1268	63	21	96.184418	SUCH
5	1	28	1	1	5	3554	1268	62	20	96.394600	THAT
5	1	28	1	1	6	3632	1267	120	21	96.344719	REQUIRED
5	1	28	1	1	7	3770	1265	142	23	96.154091	CLEARANCE
5	1	28	1	1	8	3930	1265	50	21	96.675720	AND
5	1	28	1	1	9	3996	1265	101	21	95.155731	SERVICE
5	1	28	1	1	10	4115	1265	96	21	96.656586	ACCESS
4	1	28	1	2	0	3230	1294	994	24	-1	
5	1	28	1	2	1	3230	1297	81	21	96.274132	SPACE
5	1	28	1	2	2	3327	1297	21	19	93.202873	IS
5	1	28	1	2	3	3365	1297	120	19	96.468185	PROVIDED
5	1	28	1	2	4	3503	1295	99	21	94.648621	AROUND
5	1	28	1	2	5	3620	1297	43	19	94.648621	ALL
5	1	28	1	2	6	3680	1295	154	21	96.051346	MECHANICAL
5	1	28	1	2	7	3852	1294	48	21	94.846756	AND
5	1	28	1	2	8	3917	1294	145	21	95.992500	ELECTRICAL
5	1	28	1	2	9	4079	1294	145	21	61.356018	EQUIPMENT,
4	1	28	1	3	0	3230	1321	865	24	-1	
5	1	28	1	3	1	3230	1325	49	20	96.771454	AND
5	1	28	1	3	2	3299	1324	100	21	96.715912	AROUND
5	1	28	1	3	3	3417	1324	50	19	96.574898	ANY
5	1	28	1	3	4	3482	1324	165	21	96.140259	COMPONENTS
5	1	28	1	3	5	3665	1324	73	19	96.824844	WHICH
5	1	28	1	3	6	3757	1322	102	21	96.343346	REQUIRE
5	1	28	1	3	7	3876	1321	101	22	96.384338	SERVICE
5	1	28	1	3	8	3993	1321	102	21	94.206856	ACCESS.
2	1	29	0	0	0	3180	1376	1073	53	-1	
3	1	29	1	0	0	3180	1376	1073	53	-1	
4	1	29	1	1	0	3180	1376	1073	24	-1	
5	1	29	1	1	1	3180	1381	15	19	81.376968	C,
5	1	29	1	1	2	3230	1379	105	21	65.338295	PROVDE
5	1	29	1	1	3	3353	1379	208	21	96.244339	SUPPLEMENTARY
5	1	29	1	1	4	3576	1379	74	21	95.808807	STEEL
5	1	29	1	1	5	3666	1379	32	20	96.571709	AS
5	1	29	1	1	6	3716	1378	118	21	0.000000	REQUIRED
5	1	29	1	1	7	3851	1378	45	21	96.633102	FOR
5	1	29	1	1	8	3916	1378	44	21	77.931992	THE
5	1	29	1	1	9	3977	1378	97	19	95.882889	PROPER
5	1	29	1	1	10	4091	1378	115	19	96.682373	SUPPORT
5	1	29	1	1	11	4223	1376	30	21	96.896347	OF
4	1	29	1	2	0	3231	1408	177	21	-1	
5	1	29	1	2	1	3231	1409	44	20	92.713715	ALL
5	1	29	1	2	2	3291	1408	117	21	95.588089	SYSTEMS.
2	1	30	0	0	0	3180	1462	689	22	-1	
3	1	30	1	0	0	3180	1462	689	22	-1	
4	1	30	1	1	0	3180	1462	689	22	-1	
5	1	30	1	1	1	3180	1465	22	19	90.570740	D.
5	1	30	1	1	2	3230	1463	78	21	96.603775	REFER
5	1	30	1	1	3	3326	1463	30	21	93.245590	TO
5	1	30	1	1	4	3372	1463	53	21	90.191971	G-2
5	1	30	1	1	5	3441	1463	20	20	92.014511	&
5	1	30	1	1	6	3477	1463	51	20	87.670418	G-3
5	1	30	1	1	7	3543	1463	47	20	95.635841	FOR
5	1	30	1	1	8	3608	1462	141	21	96.540154	GROUNDING
5	1	30	1	1	9	3767	1462	102	21	95.295860	DETAILS.
2	1	31	0	0	0	3180	1516	1089	108	-1	
3	1	31	1	0	0	3180	1516	1089	108	-1	
4	1	31	1	1	0	3180	1516	1089	25	-1	
5	1	31	1	1	1	3180	1520	14	21	46.991531	—.
5	1	31	1	1	2	3231	1520	45	21	94.156799	ALL
5	1	31	1	1	3	3291	1519	116	21	95.191811	METALLIC
5	1	31	1	1	4	3425	1519	126	21	95.191811	SURFACES
5	1	31	1	1	5	3567	1519	77	21	96.306931	SHALL
5	1	31	1	1	6	3660	1518	30	20	96.366829	BE
5	1	31	1	1	7	3707	1517	129	21	96.559868	PREPARED
5	1	31	1	1	8	3852	1517	72	20	95.632919	PRIOR
5	1	31	1	1	9	3942	1517	30	20	96.422356	TO
5	1	31	1	1	10	3989	1516	114	24	95.731201	BONDING,
5	1	31	1	1	11	4122	1516	62	21	92.795929	COLD
5	1	31	1	1	12	4202	1516	67	21	87.898338	GALV.
4	1	31	1	2	0	3231	1544	1005	24	-1	
5	1	31	1	2	1	3231	1547	84	21	96.352875	SPRAY
5	1	31	1	2	2	3332	1547	76	20	96.450218	SHALL
5	1	31	1	2	3	3425	1547	30	20	95.951111	BE
5	1	31	1	2	4	3471	1547	62	20	96.271523	USED
5	1	31	1	2	5	3549	1547	32	20	96.695984	ON
5	1	31	1	2	6	3600	1547	50	20	95.919823	ANY
5	1	31	1	2	7	3665	1546	153	21	95.264084	EXOTHERMIC
5	1	31	1	2	8	3836	1546	60	19	96.708000	WELD
5	1	31	1	2	9	3915	1544	30	21	96.289352	TO
5	1	31	1	2	10	3960	1544	113	21	96.289352	PREVENT
5	1	31	1	2	11	4088	1544	148	23	96.592041	CORROSION,
4	1	31	1	3	0	3233	1571	922	24	-1	
5	1	31	1	3	1	3233	1576	51	19	96.646637	ANY
5	1	31	1	3	2	3300	1574	65	21	96.094536	AREA
5	1	31	1	3	3	3383	1574	30	21	95.872162	TO
5	1	31	1	3	4	3428	1574	31	21	95.872162	BE
5	1	31	1	3	5	3476	1574	60	21	93.220062	COLD
5	1	31	1	3	6	3552	1574	69	21	81.376137	GALV.
5	1	31	1	3	7	3639	1574	84	20	96.623665	SPRAY
5	1	31	1	3	8	3738	1573	77	21	95.541130	SHALL
5	1	31	1	3	9	3830	1573	30	21	96.632515	BE
5	1	31	1	3	10	3878	1573	78	21	95.876808	TAPED
5	1	31	1	3	11	3972	1571	45	21	96.244041	OFF
5	1	31	1	3	12	4034	1571	72	21	96.061340	PRIOR
5	1	31	1	3	13	4125	1571	30	21	96.860237	TO
4	1	31	1	4	0	3233	1603	166	21	-1	
5	1	31	1	4	1	3233	1603	166	21	90.301193	APPLICATION.
2	1	32	0	0	0	4439	397	177	54	-1	
3	1	32	1	0	0	4439	397	177	54	-1	
4	1	32	1	1	0	4439	397	121	28	-1	
5	1	32	1	1	1	4439	422	4	3	30.428448	~
5	1	32	1	1	2	4523	397	37	18	32.520172	nv
4	1	32	1	2	0	4463	421	153	30	-1	
5	1	32	1	2	1	4463	421	153	30	8.479433	ARIZONA
2	1	33	0	0	0	4409	447	260	90	-1	
3	1	33	1	0	0	4409	447	262	90	-1	
4	1	33	1	1	0	4409	447	260	90	-1	
5	1	33	1	1	1	4409	447	31	64	54.710999	I)
5	1	33	1	1	2	4479	461	49	40	22.103580	ste
5	1	33	1	1	3	4627	452	42	85	48.740921	I
2	1	34	0	0	0	4565	533	22	23	-1	
3	1	34	1	0	0	4565	533	22	23	-1	
4	1	34	1	1	0	4565	533	22	23	-1	
5	1	34	1	1	1	4565	533	22	23	56.940578	W
2	1	35	0	0	0	4440	554	201	61	-1	
3	1	35	1	0	0	4440	554	201	61	-1	
4	1	35	1	1	0	4440	554	201	61	-1	
5	1	35	1	1	1	4440	554	60	50	48.762264	Co
5	1	35	1	1	2	4512	585	15	30	80.050110	U
5	1	35	1	1	3	4549	558	92	54	0.000000	~\b
2	1	36	0	0	0	4370	306	342	342	-1	
3	1	36	1	0	0	4370	306	342	342	-1	
4	1	36	1	1	0	4370	306	342	342	-1	
5	1	36	1	1	1	4370	306	342	342	95.000000	 
2	1	37	0	0	0	4287	648	512	8	-1	
3	1	37	1	0	0	4287	648	512	8	-1	
4	1	37	1	1	0	4287	648	512	8	-1	
5	1	37	1	1	1	4287	648	512	8	95.000000	 
2	1	38	0	0	0	4287	666	512	10	-1	
3	1	38	1	0	0	4287	666	512	10	-1	
4	1	38	1	1	0	4287	666	512	10	-1	
5	1	38	1	1	1	4287	666	512	10	95.000000	 
2	1	39	0	0	0	4343	706	427	165	-1	
3	1	39	1	0	0	4371	706	399	112	-1	
4	1	39	1	1	0	4371	706	399	23	-1	
5	1	39	1	1	1	4371	707	205	21	95.854324	MOTOROLA
5	1	39	1	1	2	4586	706	184	23	90.710854	SOLUTIONS
4	1	39	1	2	0	4399	738	277	23	-1	
5	1	39	1	2	1	4399	740	62	19	96.767296	2900
5	1	39	1	2	2	4476	738	21	21	84.827431	5.
5	1	39	1	2	3	4515	738	88	21	95.666451	DIABLO
5	1	39	1	2	4	4619	738	57	23	95.666451	WAY,
4	1	39	1	3	0	4389	765	295	24	-1	
5	1	39	1	3	1	4389	767	111	21	96.214432	BUILDING
5	1	39	1	3	2	4518	767	21	22	96.102524	A,
5	1	39	1	3	3	4557	765	67	21	96.102524	SUITE
5	1	39	1	3	4	4642	765	42	21	96.541702	150
4	1	39	1	4	0	4386	794	304	24	-1	
5	1	39	1	4	1	4386	794	84	24	96.430344	TEMPE,
5	1	39	1	4	2	4490	794	105	21	96.253906	ARIZONA
5	1	39	1	4	3	4612	794	78	19	95.262955	85262
3	1	39	2	0	0	4343	822	393	49	-1	
4	1	39	2	1	0	4359	822	359	21	-1	
5	1	39	2	1	1	4359	822	147	21	67.886383	TELEPHONE:
5	1	39	2	1	2	4544	822	174	20	67.886383	847.576.5000
4	1	39	2	2	0	4343	849	393	22	-1	
5	1	39	2	2	1	4343	851	57	20	90.421272	WWW
5	1	39	2	2	2	4407	849	329	22	86.197662	MOTOROLASOLUTIONS.COM
2	1	40	0	0	0	4290	874	512	9	-1	
3	1	40	1	0	0	4290	874	512	9	-1	
4	1	40	1	1	0	4290	874	512	9	-1	
5	1	40	1	1	1	4290	874	512	9	95.000000	 
2	1	41	0	0	0	4502	893	300	9	-1	
3	1	41	1	0	0	4502	893	300	9	-1	
4	1	41	1	1	0	4502	893	300	9	-1	
5	1	41	1	1	1	4502	893	300	9	95.000000	 
2	1	42	0	0	0	4290	896	84	7	-1	
3	1	42	1	0	0	4290	896	84	7	-1	
4	1	42	1	1	0	4290	896	84	7	-1	
5	1	42	1	1	1	4290	896	84	7	95.000000	 
2	1	43	0	0	0	4366	891	360	213	-1	
3	1	43	1	0	0	4366	891	360	213	-1	
4	1	43	1	1	0	4366	891	360	213	-1	
5	1	43	1	1	1	4366	891	360	213	95.000000	 
2	1	44	0	0	0	4302	1112	489	19	-1	
3	1	44	1	0	0	4302	1112	489	19	-1	
4	1	44	1	1	0	4302	1112	489	19	-1	
5	1	44	1	1	1	4302	1112	262	19	94.672684	COMMUNICATIONS
5	1	44	1	1	2	4577	1112	153	18	95.085648	SERVICES,
5	1	44	1	1	3	4743	1112	48	16	84.028961	INC
2	1	45	0	0	0	4361	1151	378	77	-1	
3	1	45	1	0	0	4361	1151	378	77	-1	
4	1	45	1	1	0	4361	1151	378	23	-1	
5	1	45	1	1	1	4361	1153	73	19	75.533524	14350
5	1	45	1	1	2	4451	1153	21	19	75.533524	N.
5	1	45	1	1	3	4491	1151	54	21	94.105690	87th
5	1	45	1	1	4	4563	1151	44	23	95.800842	ST,
5	1	45	1	1	5	4625	1151	49	21	88.618507	STE.
5	1	45	1	1	6	4696	1151	43	20	96.090401	145
4	1	45	1	2	0	4394	1178	308	23	-1	
5	1	45	1	2	1	4394	1178	163	23	92.361290	SCOTTSDALE,
5	1	45	1	2	2	4575	1178	32	21	95.053383	AZ
5	1	45	1	2	3	4623	1178	79	21	96.393372	85260
4	1	45	1	3	0	4407	1207	281	21	-1	
5	1	45	1	3	1	4407	1208	90	20	94.854019	PHONE:
5	1	45	1	3	2	4520	1207	168	21	96.128716	480.291.6824
2	1	46	0	0	0	4293	1231	513	10	-1	
3	1	46	1	0	0	4293	1231	513	10	-1	
4	1	46	1	1	0	4293	1231	513	10	-1	
5	1	46	1	1	1	4293	1231	513	10	95.000000	 
2	1	47	0	0	0	4293	1250	513	10	-1	
3	1	47	1	0	0	4293	1250	513	10	-1	
4	1	47	1	1	0	4293	1250	513	10	-1	
5	1	47	1	1	1	4293	1250	513	10	95.000000	 
2	1	48	0	0	0	3276	1646	1014	6	-1	
3	1	48	1	0	0	3276	1646	1014	6	-1	
4	1	48	1	1	0	3276	1646	1014	6	-1	
5	1	48	1	1	1	3276	1646	1014	6	95.000000	 
2	1	49	0	0	0	3153	1671	1137	7	-1	
3	1	49	1	0	0	3153	1671	1137	7	-1	
4	1	49	1	1	0	3153	1671	1137	7	-1	
5	1	49	1	1	1	3153	1671	1137	7	95.000000	 
2	1	50	0	0	0	3151	1676	7	524	-1	
3	1	50	1	0	0	3151	1676	7	524	-1	
4	1	50	1	1	0	3151	1676	7	524	-1	
5	1	50	1	1	1	3151	1676	7	524	95.000000	 
2	1	51	0	0	0	3148	2402	7	468	-1	
3	1	51	1	0	0	3148	2402	7	468	-1	
4	1	51	1	1	0	3148	2402	7	468	-1	
5	1	51	1	1	1	3148	2402	7	468	95.000000	 
2	1	52	0	0	0	3183	1749	1044	147	-1	
3	1	52	1	0	0	3183	1749	1044	147	-1	
4	1	52	1	1	0	3183	1749	1044	27	-1	
5	1	52	1	1	1	3183	1755	17	19	76.635002	1.
5	1	52	1	1	2	3233	1753	144	21	96.055176	GROUNDING
5	1	52	1	1	3	3393	1753	138	21	96.657036	ELECTRODE
5	1	52	1	1	4	3548	1752	148	21	96.657036	CONDUCTOR
5	1	52	1	1	5	3714	1752	93	21	96.105820	SYSTEM
5	1	52	1	1	6	3825	1749	111	27	95.563469	(GROUND
5	1	52	1	1	7	3953	1749	73	27	95.563469	RING),
5	1	52	1	1	8	4046	1752	28	24	96.087631	#2
5	1	52	1	1	9	4092	1750	51	21	96.087631	AWG
5	1	52	1	1	10	4160	1750	67	21	95.592476	SOLID
4	1	52	1	2	0	3233	1779	952	22	-1	
5	1	52	1	2	1	3233	1782	66	19	96.841576	BARE
5	1	52	1	2	2	3317	1782	84	19	95.291283	TINNED
5	1	52	1	2	3	3419	1780	96	21	96.734940	COPPER
5	1	52	1	2	4	3533	1780	154	21	95.512009	CONDUCTOR.
5	1	52	1	2	5	3722	1779	139	21	95.512009	GROUNDING
5	1	52	1	2	6	3878	1779	141	21	95.869736	ELECTRODE
5	1	52	1	2	7	4034	1779	151	21	95.921051	CONDUCTOR
4	1	52	1	3	0	3233	1809	951	25	-1	
5	1	52	1	3	1	3233	1813	79	20	96.760117	SHALL
5	1	52	1	3	2	3327	1812	32	22	96.306824	BE
5	1	52	1	3	3	3375	1812	87	21	94.922249	BURIED
5	1	52	1	3	4	3480	1809	39	24	76.096329	30
ADWCOMM
without
format
any
int
reproduced
or
disclased
used,
PE SEAL
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project.
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for
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r — i | DESIGNER: JASON NGO|
eee i
\ BELOW GRADE WHERE APPLICABLE. ABOVE GRADE \
information it ee 'e . | seer | beeen | Ul GROUNDING ELECTROQE CONDUCTOR TO BE ROUTED IN FLEXIBLE SUBMITTALS
ee Mil “GOATS oe NON-METALLIC LIQUID TIGHT CONDUIT & FASTFNER TO CONCRETE ey SURFACE |
REV.| DATE DESCRIPRON [BY
! EVERY 3' MAX. FASTENERS SHALL GE FLEXIBLE CONDUIT HALF STRAPS
? ay i . 1 03.14.16 REVIEW UN
contains ; weal sees | W/ 1/476 * 2" (L) RED HEAD HAMMER-SET NAIL DRIVE ANCHOR OR EQUIV,
4 Sane pa
ee ame rescue _are {TYP.) 2 03.17.16 UPDATE MW AW
r 3 j '
and EXISTING EXTERNAL GROUND BAR
3 | 03.30.16 |CLIENT COMMENTS] AW
- oN Pun EXISTING INTERNAL MAIN GROUND BUS BAR,
t t Ww) la i-G- a4G6—-- 4 10.11.17 COMMENTS AW
5/8” DIA. x 10’ LONG COPPER CLAD GROUND ROO PLACED MINIMUM EVERY 10°
ADWCOMM =— APART (TYP.). REFER DETAIL 5 ON SHEET G-2 5 10.12.17 COMMENTS AW
5. TOWER GROUND BUS BAR. BOND TO GROUND RING WITH #2 AWG SOLID TINNED
— BARE COPPER CONDUCTOR. BOND TO TOWER GROUND BUS BAR DIRECTLY TO THE INFORMATION CONTAINED iN THIS SET
of TOWER STEEL (TYP.). REFER DETAIL 3 ON SHEET G-2 & DETAIL 2 ON SHEET OF DOCUMENTS [S PROPRIETARY BY NATURE,
09 ANY USE OR DISCLOSURE OTHER THAN THAT
G-3.
item WHICH RELATES TO MARICOPA COUNTY'S
6, BOND NEW GROUND RING TO EXISTING SHELTER GROUND RING. CONTRACTOR P25 RADIO SYSTEM INFRASTRUCTURE
TO FIELD VERIFY FOR EXACT SHELTER GROUND RING LOCATION. UPGRADE IS STRICTLY PROHIBITED.
— 7. PROVIDE A GROUND LEAD FROM THE GROUND RING TO THE GENERATOR
proprictary
HOUSING. BONDING ON THE GENERATOR HOUSING SHALL BE MECHANICAL ONLY.
| PLOT DATE: 10/12/17 |
—B 8. BOND SOLAR FRAMING AND PANEL TO GROUND RING PER MANUFACTURER'S
a SPECIFICATIONS (TYP.).
is —-
9. BOND STEEL FRAMING TO GROUND RING WITH #2 AWG SUE COD:
10. TO UPGRADE INTERIOR GROUNDING SYSTEM PER R56 STANDARDS HARQ
document ay ana
5
11. ALL NEW EQUIPMENT TO BE GROUNDED PROPERLY PER MANUFACTURER
This ~ SPECIFICATIONS. SHE NAME.
12. NOT USED.
V3. BOND H-FRAME & ELECTRICAL BOX TO GROUND RADIAL (TyP.), REFER TO HARQUAHALA
DETAIL 6 ON SHEET A-5.
(ADWCOMM). 14. NOT USED.
oe
15. BOND PROPANE TANK LEG AND SUPPORTING PIPE TO GROUND RADIAL (TYP.), SITE ADDRESS:
REFER TO DETAIL 10 ON SHEET G-2
LATITUDE; 33°48’ 43.89" N
_ (ge
INC Cees —G-—+- —0 LONGITUDE: 113°20° 48.67" Ww
—- —o— 8G -—6— —-
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ 85357
Scrviccs, LA PAZ COUNTY
SHEET TITLE:
Communications
GROUNDING PLAN
OADW SHEET NUMBER:
22°34" SCALE: 3/16" = t’-0"
11°17" SCALE 3/32" = 1'~0" Fi i G—1
Copyright

C C)\
< _
= a0
® 22. CABLE ENTRY PORT
. INTERIOR MAIN GROUND BUS BAR
1, FINISHED FLOOR 1. “SUREGROUND" GROUND KIT REFER TO DETAIL 6. 24. #2 AWG SOLID TINNED BARE COPPER GROUND CONDUCTOR 1. OUTLINE OF SHELTER ROOF
2. TINNED SOUD ALLOY 110 COPPER GROUND BUS BAR AT TO GROUND RING 2, ENTRY PANEL W/ 4"@ PORTS (TYP.)
2. CONDUCTOR SUPPORT (TYPICAL)
pormission 3 METAL DOOR FRAME TOWER (TGR); BOND DIRECTLY TO TOWER (MONOPOLE) STEEL 25. FINSHED FLOOR OF SHELTER 3! RF TRANSMISSION LINE (COAX)
4. FLEXIBLE BONDING JUMPER FROM DOOR FRAME TO DOOR. 3. RF TRANSMISSION LINE (COAX) 26. BOND BASE OF GROUNDING STRAP TO GROUND RING 4. EXTERNAL GROUND BUS BAR (EGB)
5 #6 AWG 4. TAPERED TOWER LEG 5. #2 AWG SOLID TINNED BARE COPPER
writicn 6 COMPRESSION LUG (TYPICAL) 5. EXOTHERMIC WELD TO MANUFACTURER INSTALLED BONDING GROUNDING ELECTRODE CONDUCTOR
7. COMPRESSION H-TAP (TYPICAL) Lay ua He ent
prior Bes MENTE ATION COUMER (TYEIEAL) 7. OUTLINE OF TOWER * CONDUIT
FOUNDATION G0) fox!~ConDUETIVE
‘s 9 OR OTHER WALL MOUNTED EQUIPMENT ENCLOSURE Va)
PANELBOARD & EXOTHERMIC WELD (TYR) @ CONDUCTOR PROTECTION (SEAL W/
9. ICE BRIDGE RTV SILICONE CONDUCTOR IS L@
10, ‘ #2 AWG IPGB pate
ADWCOMM ' 10. #6 AWG THHN COPPER WIRE W/ MECHANICAL CONNECTION TO ROUTED THROUGH); SECURE
mal lee ~ = ™@) MOTOROLA SOLUTIONS
H wer psig EACH ICE BRIDGE SECTION (TYP.) CONDUCTOR PROTECTION TO EXTERIOR
; 11. COAX CABLE ANO HANGERS => WALL EVERY 36” 2900 S. DIABLO WAY,
13. ICE/CABLE BRIDGE ee BUILDING A, SUITE 150
i OaReIeC olnnNGnCu natn ry 7. SHELTER WALL
14, CONDUIT ENTRY PORTS/PLATE REFER TO TELECOM DRAWINGS TEMPE, ARIZONA 89282
without 13. EXTERNAL GROUND BUS BAR 8. INTERNAL MASTER GROUND BUS BAR
15. EXTERIOR GROUND BAR ‘EGS’ (EG3) GB) TELEPHONE: 847.576.5000
ea eT
16. CONNECTION THROUGH WALL. AT 45 DEGREE ANGLE panier tir eae Le 3 To WWW. MOTOROLASOLUTIONS.COM
9. : GROUND SURGE ARRESTORS
format 17, EX MIC .
alld tic chouho 15. #2 AWG SOLID TINNED BARE COPPER WIRE TO SUPPORT INTERNAL MASTER GROUND BUS BAR
18. RING
any me
20. EXISTING SHELTER GROUND RING ( (IF PRESENT ) 16. OUTSIDE EDGE OF SHELTER FOUNDATION 5 Cal .
in foes 17. #2 AWG SOLID TINNED BARE COPPER WIRE (GROUND RING) 11, 45° HOLE PENETRATION TO GE 1°¢
MIN. 30" BELOW GRADE O % ee
—© oN
reproduced 1, REFER TO GROUNDING ONE=LINE DIAGRAM FOR ADDITIONAL oxi On NON—CONDUCTIVE CONDUIT (Low (LOW sie SI
INFORMATION, 8. ll roe copees wine mene ap Lb oe = —-it-_—-,— | OF PENETRATION ON EXTERIOR SIDE
2. THIS DETAIL IS DIAGRAMMATIC IN NATURE AND DEPICTS GROUNDING : : a OF WALL)
or COMMUNICATIONS SERVICES, INC
OF AND CONNECTION TO MULTIPLE TYPES OF EQUIPMENT. PROVIDE ee 12. BOND ENTRY PANEL TO EGA WITH
ee eee
GROUNDING CONNECTIONS TO ALL NEW EQUIPMENT PROVIDED UNDER Dt. (18) #2 AWG THHN COPPER WIRE 14350 N. 87th ST., STE. 145
disclosed : ARRESTOR TRAPEZE KIT
THIS WORK AS INDICATED ON THIS DETAIL, WHERE GROUNDING SCOTTSDALE, AZ 85260
__
INFRASTRUCTURE {S EXISTING, VERIFY PERFORMANCE IN ACCORDANCE PHONE: 480.291.6824
TYPICAL SHELTER/ICE BRIDGE/TOWER GROUNDING DETAIL | SCALE: nr] 3 |BONDING ENTRY PANEL DETAIL | scace: ns 8
WITH MOTOROLA R56 STANDARDS AND BOND TO NEW GROUNDING
used,
ELEMENTS.
PE SEAL
be 3. REMOVE PAINT AND COATINGS FROM SURFACES BEFORE INSTALLING O) TEST MEL! KEYED NOTES: ()
GROUND LUG.
cannot 1. BACKFILL PER SPECIFICATIONS 1, 10"@x42" DEEP PVC SLOTTED GROUND TEST WELL WITH X6” THICK
2. FINISHED GRADE STEEL COVER (HARGER #360P42 OR EQUIVALENT)
It
- ~ 3. #2 AWG SOLID TINNED BARE COPPER WIRE 2. FINISHED GRADE
project. © Cs) ‘ou 3. %"x10" LONG COPPER CLAD GROUND ROD
5 so 4. #2 AWG SOLID TINNED BARE COPPER WIRE
2 5. EXOTHERMIC WELD (TYPE PT)
specific rind 6. GROUND LEADS TO BE ROUTED THRU SLOTTED WELL
-E 7. #2 AWG SOLID TINNED BARE COPPER WIRE TEST LOOP “OMEGA” ()
a 2 ~o ; u EXTENSION; CADWELD AS CLOSE TO THE GROUND ROD AS POSSIBLE
on T mio
fea}
use tg & & é @
for
solely
7
Tr | DESIGNER JASON NGO|
)
information Zz
z | SUBMITTALS
t
\ L6) 3 REV.| DATE DESCRIPTION |BY
contains 1 | 03.14.16 REVIEW JN
2 | 03.17.16] UPDATE Mw law
and ee
(® 3_| 03.30.16 [CLENT COMMENTS| AW
—~— ee _J 1. nt t0 30" OF 6° BELOW FROST LINE, WHICHEVER (S GREATER. 4 | 10.1117 COMMENTS [AW
ADWCOMM 2. GROUND RINGS SHOULD CONSIST OF AT LEAST 20° OF #2 AWG OR 5 | 1012171 COMMENTS Aw
(20) (i8)| _ LARGER BARE COPPER CONDUCTOR.
(19) 3. BURY THE RINGS IN DIRECT CONTACT WITH SOIL. THE INFORMATION CONTAINED IN THIS SET
of RUSH OnIbee hone lnene BY NATURE,
as 1 OTHER THAN THAT|
item TYP. SHELTER GROUNDING | SCALE: NS 1 |}GROUNDING LUG DETAIL | scate: nr 4 1TEST WELL DETAILS [scate: nts] 6 INOT USED | scave: n.t5| 9 WHICH RELATES MARICOPA COUNTY'S
TO
<3
UPGRADE IS STRICTLY PROHIBITED.
GROUND ROD INSTALLATION KEYED NOTES; 2 . © . o
pruprictary UR a
5 5 1. FINISHED GRADE 1. SHELTER 2. EXOTHERMIC WELD (TYPE VS) J PLOT DATE: : 10/12/17 |
a CONSULT wea PROveer Nanacen on CS miction Manacer 2. EXOTHERMIC CONNECTION (TYPE GT) 2. EXTERIOR METALLIC EQUIPMENT 3. #2 AWG SOLID TINNED BARE COPPER CONDUCTOR ROUTED IN
is 3. %h"@x10" LONG COPPER CLAD GROUND 3. MECHANICAL BONDING CONNECTION FLEXIBLE NON-METALLIC LIQUID TIGHT CONDUIT (CARFLEX) (TYP.) SUIF_CODE:
FOR SPECIFIC MOLDS 10 BE USED FOR THIS PROJECT ;
ROD WITH EXOTHERMIC CONNECTION TO (TYPE YA~2) 4, EXOTHERMIC WELD
document GROUND RING 4. 42. SOLID TINNED COPPER 5. GROUND RING HA RO
AWG BARE '
4. 42 AWG SOLID TINNED BARE COPPER WIRE GROUND CONDUCTOR ROUTED IN v7 t 6. FASTENED CARFLEX W/ HALF STRAPS & @
5	1	109	1	67	23	3967	2483	12	19	92.602722	X
5	1	109	1	67	24	3997	2480	25	24	93.130135	2”
5	1	109	1	67	25	4051	2483	10	21	92.109421	(L)
5	1	109	1	67	26	4090	2483	46	21	96.957176	RED
5	1	109	1	67	27	4153	2483	64	21	96.957176	HEAD
4	1	109	1	68	0	1351	2476	3262	70	-1	
5	1	109	1	68	1	1351	2507	57	21	96.274826	WIRE
5	1	109	1	68	2	1424	2504	112	28	96.274826	(GROUND
5	1	109	1	68	3	1552	2507	56	19	96.622276	RING
5	1	109	1	68	4	1626	2504	40	22	81.228683	30”
5	1	109	1	68	5	1683	2507	82	21	96.347717	BELOW
5	1	109	1	68	6	1780	2504	95	28	96.084496	GRADE)
5	1	109	1	68	7	2010	2476	92	64	57.942371	0)
5	1	109	1	68	8	2353	2502	110	21	96.696503	FLEXIBLE
5	1	109	1	68	9	2479	2502	188	21	90.327881	NON-METALLIC
5	1	109	1	68	10	2684	2502	76	21	96.018822	LIQUID
5	1	109	1	68	11	2778	2502	68	21	96.018822	TIGHT
5	1	109	1	68	12	2955	2481	34	31	86.571365	G
5	1	109	1	68	13	3362	2508	171	23	84.375633	HAMMER~SET
5	1	109	1	68	14	3548	2510	54	21	96.027473	NAIL
5	1	109	1	68	15	3617	2480	71	51	79.925034	onve
5	1	109	1	68	16	3704	2510	101	21	96.742508	ANCHOR
5	1	109	1	68	17	3821	2510	32	21	95.232704	OR
5	1	109	1	68	18	3871	2492	130	39	95.232704	APPROVAL
5	1	109	1	68	19	4018	2479	79	53	0.000000	edt
5	1	109	1	68	20	4475	2522	138	24	64.786049	SITE_NAME:
4	1	109	1	69	0	1301	2513	2696	77	-1	
5	1	109	1	69	1	1301	2535	21	21	71.163033	5,
5	1	109	1	69	2	1351	2535	155	21	93.018837	EXOTHERMIC
5	1	109	1	69	3	1522	2535	152	21	96.187996	CONNECTION
5	1	109	1	69	4	1693	2535	30	21	96.187996	TO
5	1	109	1	69	5	1738	2537	104	19	96.282425	GROUND
5	1	109	1	69	6	2353	2532	107	20	93.146591	CONDUIT
5	1	109	1	69	7	2475	2529	132	29	30.845417	{CARFLEX)
5	1	109	1	69	8	2955	2513	50	77	18.585625	Y
5	1	109	1	69	9	3143	2513	95	67	55.592022	Wo)
5	1	109	1	69	10	3314	2538	19	20	93.467072	7.
5	1	109	1	69	11	3362	2538	156	22	95.300163	MECHANICAL
5	1	109	1	69	12	3534	2538	109	22	96.289566	BONDING
5	1	109	1	69	13	3659	2539	152	21	96.246254	CONNECTION
5	1	109	1	69	14	3829	2537	70	27	93.181808	(TYPE
5	1	109	1	69	15	3917	2537	80	27	63.580326	YA-2)
4	1	109	1	70	0	1351	2552	3321	59	-1	
5	1	109	1	70	1	1351	2565	57	20	96.809563	RING
5	1	109	1	70	2	1424	2562	72	29	96.223068	(TYPE
5	1	109	1	70	3	1513	2564	39	27	96.660332	PT)
5	1	109	1	70	4	2305	2564	20	19	76.587280	5.
5	1	109	1	70	5	2353	2562	125	21	90.871056	FASTENED
5	1	109	1	70	6	2494	2562	110	21	90.786552	CARFLEX
5	1	109	1	70	7	2621	2561	36	27	91.918312	W/
5	1	109	1	70	8	2671	2564	63	19	95.329765	HALF
5	1	109	1	70	9	2750	2564	96	19	95.329765	STRAPS
5	1	109	1	70	10	2955	2552	50	59	42.281475	Y
5	1	109	1	70	11	3312	2568	21	20	31.590710	8.
5	1	109	1	70	12	3362	2568	116	22	95.251434	PROPANE
5	1	109	1	70	13	3495	2568	62	20	61.631710	TANK
5	1	109	1	70	14	3575	2568	115	22	61.631710	SUPPORT
5	1	109	1	70	15	3705	2568	44	22	96.582855	LEG
5	1	109	1	70	16	4423	2564	249	30	91.804581	HARQUAHALA
4	1	109	1	71	0	530	2566	3036	74	-1	
5	1	109	1	71	1	530	2576	130	64	47.989193	es
5	1	109	1	71	2	1301	2595	20	20	94.584801	6.
5	1	109	1	71	3	1352	2595	29	24	90.969574	42
5	1	109	1	71	4	1397	2595	53	20	96.145302	AWG
5	1	109	1	71	5	1467	2595	67	21	96.145302	SOLID
5	1	109	1	71	6	1552	2595	84	20	96.877579	TINNED
5	1	109	1	71	7	1653	2595	64	21	96.851189	BARE
5	1	109	1	71	8	1734	2595	99	21	96.459480	COPPER
5	1	109	1	71	9	2353	2597	19	20	90.813103	&
5	1	109	1	71	10	2388	2594	45	25	0.369244	he
This
X 2” (L) RED HEAD WY S
QV, WIRE GROUND CONDUCTOR ROUTED IN b+-—(6) HAMMER~SET NAIL DRIVE ANCHOR OR Wy
(ADWCOMM).
FLEXIBLE NON-METALLIC LIQUID TIGHT APPROVAL EQUAL Y SITE_ADDRESS:
TYPE VS. TYPE TA «TYPE HS) TYPE SS-—sTYPE PT CONDUIT (CARFLEX) 6. GROUND RING Y Ia)
7. #2 AWG COPPER MAIN EQUIPMENT 7, EXOTHERMIC CONNECTION TO GROUND Y LATITUDE: 33°48' a 43.89" . N
INC BONDING JUMPER RING (TYPE PT) Y 7 LONGITUDE: 113°20' 48.67" W
= 8. #2 AWG COPPER MAIN BONDING B. FINISHED GRADE Y HARQUAHALA
— JUMPER Sim HARQUAHALA MOUNTAIN, AZ 85357
Services, i 9. DISCONNECT SWITCH Y LA PAZ COUNTY
Ls BZ
‘ | se
+e SHEET TITLE:
=<oN
TYPE GT TYPE HS) TYPE XA TYPE VS-—s TYPE YA~2
Communications NOTES ROUNDING AND BONDING AT 0
<= THE
5	1	109	1	82	3	1416	2984	100	21	96.070564	SERVICE
5	1	109	1	82	4	1531	2983	129	22	96.170593	ENTRANCE
5	1	109	1	82	5	1677	2984	76	21	96.121315	SHALL
5	1	109	1	82	6	1945	2980	32	22	65.914543	10°
5	1	109	1	82	7	1995	2984	40	18	93.683395	MIN
5	1	109	1	82	8	2882	2966	51	55	96.367676	(7)
5	1	109	1	82	9	3059	2966	48	64	75.854912	(6)
5	1	109	1	82	10	4357	2962	207	30	95.198196	GROUNDING
5	1	109	1	82	11	4591	2963	147	30	95.198196	DETAILS
4	1	109	1	83	0	662	3011	3287	33	-1	
5	1	109	1	83	1	662	3025	16	16	53.351807	y
5	1	109	1	83	2	796	3025	15	19	4.172173	.
5	1	109	1	83	3	1352	3011	100	21	96.661591	COMPLY
5	1	109	1	83	4	1468	3012	54	20	96.044479	WITH
5	1	109	1	83	5	1540	3011	47	21	96.598595	NEC
5	1	109	1	83	6	1605	3011	90	24	96.299553	250.28,
5	1	109	1	83	7	1938	3011	36	22	54.638947	20’
5	1	109	1	83	8	1992	3015	56	18	96.297493	MAX.
5	1	109	1	83	9	3941	3025	8	8	0.000000	F
4	1	109	1	84	0	630	3030	3355	51	-1	
5	1	109	1	84	1	630	3034	34	41	65.123398	6
5	1	109	1	84	2	809	3030	35	51	17.340851	RS
5	1	109	1	84	3	1354	3039	92	23	91.380898	250.50,
5	1	109	1	84	4	1465	3039	92	23	96.153793	250.66,
5	1	109	1	84	5	1574	3039	92	23	96.789070	250.92,
5	1	109	1	84	6	2913	3040	60	13	28.441429	=D
5	1	109	1	84	7	3965	3044	20	22	0.000000	7
4	1	109	1	85	0	662	3066	965	31	-1	
5	1	109	1	85	1	662	3076	60	21	91.587029	TYPE
5	1	109	1	85	2	740	3077	86	20	48.623280	2~YA-
5	1	109	1	85	3	1354	3066	137	28	88.785484	250.102(C)
5	1	109	1	85	4	1508	3069	19	20	92.350006	&
5	1	109	1	85	5	1543	3068	84	21	96.307800	250.56
4	1	109	1	86	0	1303	3095	3337	24	-1	
5	1	109	1	86	1	1303	3098	19	21	95.870316	2.
5	1	109	1	86	2	1352	3098	143	21	96.227318	GROUNDING
5	1	109	1	86	3	1512	3098	91	21	96.385193	SYSTEM
5	1	109	1	86	4	1621	3098	150	21	95.391029	RESISTANCE
5	1	109	1	86	5	4445	3095	75	20	96.901756	SHEET
5	1	109	1	86	6	4535	3095	105	20	96.109184	NUMBER:
4	1	109	1	87	0	1352	3125	3288	83	-1	
5	1	109	1	87	1	1352	3125	22	21	72.733818	IS
5	1	109	1	87	2	1391	3125	29	21	72.733818	25
5	1	109	1	87	3	1438	3126	68	20	90.489174	OKMS
5	1	109	1	87	4	1522	3126	32	20	96.125946	OR
5	1	109	1	87	5	1572	3125	58	21	96.125946	LESS
5	1	109	1	87	6	4445	3136	51	70	43.734776	e
5	1	109	1	87	7	4595	3137	45	71	23.481785	)
4	1	109	1	88	0	294	3171	3967	73	-1	
5	1	109	1	88	1	294	3191	244	30	95.968895	EXOTHERMIC
5	1	109	1	88	2	549	3191	107	30	96.553322	WELD
5	1	109	1	88	3	669	3191	152	30	96.541031	DETAILS
5	1	109	1	88	4	1014	3175	6	61	54.785202	|
5	1	109	1	88	5	1033	3171	81	69	46.334152	scate:
5	1	109	1	88	6	1135	3199	68	21	0.000000	nts]
5	1	109	1	88	7	1231	3191	19	32	74.840569	2
5	1	109	1	88	8	1282	3191	165	32	41.862217	[SERVICE
5	1	109	1	88	9	1477	3191	165	32	96.242111	GROUND
5	1	109	1	88	10	1672	3191	80	32	96.116508	ROD
5	1	109	1	88	11	1782	3191	136	32	96.116508	DETAIL
5	1	109	1	88	12	2018	3176	4	60	82.039558	|
5	1	109	1	88	13	2036	3172	79	68	75.348679	scate:
5	1	109	1	88	14	2137	3176	79	61	60.976654	nr]
5	1	109	1	88	15	2233	3191	20	32	80.764641	5
5	1	109	1	88	16	2293	3191	57	31	80.764641	JEX.
5	1	109	1	88	17	2382	3190	190	33	94.225784	METALLIC
5	1	109	1	88	18	2603	3190	126	34	95.587624	EQUIP.
5	1	109	1	88	19	2761	3191	178	32	96.292763	BONDING
5	1	109	1	88	20	3012	3173	102	68	68.053871	[scate:
5	1	109	1	88	21	3137	3177	82	60	34.222725	nts]
5	1	109	1	88	22	3232	3192	20	31	70.189018	7
5	1	109	1	88	23	3293	3193	103	31	70.020020	|TANK
5	1	109	1	88	24	3428	3194	234	32	96.295059	GROUNDING
5	1	109	1	88	25	3690	3194	136	32	95.753571	DETAIL
5	1	109	1	88	26	4014	3179	7	61	90.915001	|
5	1	109	1	88	27	4033	3175	79	69	82.419769	scate:
5	1	109	1	88	28	4133	3180	128	60	21.661634	w.ts|10
2	1	110	0	0	0	4790	1818	19	1415	-1	
3	1	110	1	0	0	4790	1818	19	1415	-1	
4	1	110	1	1	0	4790	1818	19	1415	-1	
5	1	110	1	1	1	4790	1818	19	1415	95.000000	 
2	1	111	0	0	0	4289	1899	20	1331	-1	
3	1	111	1	0	0	4289	1899	20	1331	-1	
4	1	111	1	1	0	4289	1899	20	1331	-1	
5	1	111	1	1	1	4289	1899	20	1331	95.000000	 
2	1	112	0	0	0	4289	3223	507	7	-1	
3	1	112	1	0	0	4289	3223	507	7	-1	
4	1	112	1	1	0	4289	3223	507	7	-1	
5	1	112	1	1	1	4289	3223	507	7	95.000000	 
2	1	113	0	0	0	276	3232	4536	15	-1	
3	1	113	1	0	0	276	3232	4536	15	-1	
4	1	113	1	1	0	276	3232	4536	15	-1	
5	1	113	1	1	1	276	3232	4536	15	95.000000	 
2	1	114	0	0	0	4817	286	11	2962	-1	
3	1	114	1	0	0	4817	286	11	2962	-1	
4	1	114	1	1	0	4817	286	11	2962	-1	
5	1	114	1	1	1	4817	286	11	2962	95.000000
CADW
Copyright

om
© e C
fa,
=
ANIENNA GROUNDING KEveD woTEs; (#) ATHERP ZO)
1. RF TRANSMISSION LINES (COAX) FROM ANTENNA 1. COAX
2, &" COAX JUMPER FROM ANTENNA 2. COAX TO JUMPER CONNECTION (TYP.)
permission: 3. CONNECTOR WEATHERPROOFING KIT REFER TO DETAIL 4 ON THIS 3. JUMPER (TYP.)
SHEET 4. 3M SCOTCH SUPER 33+ VINYL
4. ANDREW SUREGROUND”
5	1	7	4	1	4	672	491	99	20	96.591507	GROUND
5	1	7	4	1	5	789	491	37	20	93.218292	KIT
5	1	7	4	1	6	842	488	82	27	86.494385	(TYP.),
5	1	7	4	1	7	942	490	75	21	96.609123	REFER
5	1	7	4	1	8	1035	490	30	21	96.936951	TO
5	1	7	4	1	9	1082	490	82	21	96.339088	DETAIL
5	1	7	4	1	10	1181	491	13	20	94.979607	4
5	1	7	4	1	11	1211	490	46	21	94.979607	FOR
5	1	7	4	1	12	1358	490	145	21	96.443840	ELECTRICAL
5	1	7	4	1	13	1520	490	61	21	96.263229	TAPE
5	1	7	4	1	14	1598	488	43	27	96.403862	(OR
5	1	7	4	1	15	1658	488	160	27	96.760895	EQUIVALENT)
4	1	7	4	2	0	348	520	1307	21	-1	
5	1	7	4	2	1	348	520	237	21	91.765350	WEATHERPROOFING
5	1	7	4	2	2	602	520	97	21	96.836311	DETAILS
5	1	7	4	2	3	1308	520	20	19	93.274361	5.
5	1	7	4	2	4	1359	520	81	19	96.213158	VAPOR
5	1	7	4	2	5	1458	520	68	19	95.553711	WRAP
5	1	7	4	2	6	1544	520	111	19	95.553711	SEALANT
3	1	7	5	0	0	298	547	521	28	-1	
4	1	7	5	1	0	298	547	521	28	-1	
5	1	7	5	1	1	298	550	22	21	80.009323	5,
5	1	7	5	1	2	349	550	114	21	95.050880	ANTENNA
5	1	7	5	1	3	480	550	78	21	95.295052	CABLE
5	1	7	5	1	4	576	550	29	19	96.628563	TO
5	1	7	5	1	5	621	550	106	21	84.312202	SHELTER
5	1	7	5	1	6	744	547	75	28	92.947517	(TYP.)
3	1	7	6	0	0	298	578	509	26	-1	
4	1	7	6	1	0	298	578	509	26	-1	
5	1	7	6	1	1	298	580	20	19	92.284660	6.
5	1	7	6	1	2	349	580	28	24	65.259293	#6
5	1	7	6	1	3	395	580	51	19	93.202713	AWG
5	1	7	6	1	4	464	580	63	19	92.753494	THHN
5	1	7	6	1	5	545	578	96	21	86.261032	COPPER
5	1	7	6	1	6	659	580	148	19	96.240097	CONDUCTOR
3	1	7	7	0	0	299	607	864	21	-1	
4	1	7	7	1	0	299	607	864	21	-1	
5	1	7	7	1	1	299	607	21	21	78.769829	7.
5	1	7	7	1	2	349	607	85	21	78.769829	TINNED
5	1	7	7	1	3	452	607	67	21	88.604851	SOLID
5	1	7	7	1	4	537	607	77	21	96.445938	ALLOY
5	1	7	7	1	5	630	607	39	21	96.431244	110
5	1	7	7	1	6	686	607	96	21	96.653839	COPPER
5	1	7	7	1	7	800	607	115	21	96.249550	ANTENNA
5	1	7	7	1	8	932	607	100	21	96.223671	GROUND
5	1	7	7	1	9	1049	607	49	21	96.223671	BUS
5	1	7	7	1	10	1113	607	50	21	94.038857	BAR
2	1	8	0	0	0	4372	308	340	340	-1	
3	1	8	1	0	0	4372	308	340	340	-1	
4	1	8	1	1	0	4372	308	340	340	-1	
5	1	8	1	1	1	4372	308	340	340	95.000000	 
2	1	9	0	0	0	348	634	890	58	-1	
3	1	9	1	0	0	348	634	890	58	-1	
4	1	9	1	1	0	349	634	889	28	-1	
5	1	9	1	1	1	349	634	131	28	95.952408	(OPTIONAL
5	1	9	1	1	2	495	637	66	19	96.367607	BOND
5	1	9	1	1	3	579	637	114	19	96.316612	DIRECTLY
5	1	9	1	1	4	710	637	30	19	96.073135	TO
5	1	9	1	1	5	756	637	80	19	96.401871	TOWER
5	1	9	1	1	6	854	635	73	21	91.206985	STEEL
5	1	9	1	1	7	944	637	54	19	77.050133	MTH
5	1	9	1	1	8	1031	635	78	21	96.424179	ANGLE
5	1	9	1	1	9	1127	635	111	21	96.205734	ADAPTER
4	1	9	1	2	0	348	665	530	27	-1	
5	1	9	1	2	1	348	668	21	20	8.663826	\F
5	1	9	1	2	2	384	668	35	20	96.226662	NO
5	1	9	1	2	3	435	668	114	20	96.071465	ANTENNA
5	1	9	1	2	4	567	668	48	20	94.479431	BUS
5	1	9	1	2	5	632	668	48	20	95.659058	BAR
5	1	9	1	2	6	698	668	21	20	89.926483	IS
5	1	9	1	2	7	735	665	143	27	96.063484	AVAILABLE)
2	1	10	0	0	0	4291	651	508	7	-1	
3	1	10	1	0	0	4291	651	508	7	-1	
4	1	10	1	1	0	4291	651	508	7	-1	
5	1	10	1	1	1	4291	651	508	7	95.000000	 
2	1	11	0	0	0	4291	668	509	10	-1	
3	1	11	1	0	0	4291	668	509	10	-1	
4	1	11	1	1	0	4291	668	509	10	-1	
5	1	11	1	1	1	4291	668	509	10	95.000000	 
2	1	12	0	0	0	4343	707	430	165	-1	
3	1	12	1	0	0	4374	707	399	112	-1	
4	1	12	1	1	0	4374	707	399	24	-1	
5	1	12	1	1	1	4374	709	206	22	92.572548	MOTOROLA
5	1	12	1	1	2	4590	707	183	23	25.916815	SOLUTIONS
4	1	12	1	2	0	4400	739	279	22	-1	
5	1	12	1	2	1	4400	740	62	21	93.229828	2900
5	1	12	1	2	2	4479	740	21	20	60.461895	S.
5	1	12	1	2	3	4518	739	87	21	96.233292	DIABLO
5	1	12	1	2	4	4622	739	57	22	96.917236	WAY,
4	1	12	1	3	0	4391	766	295	24	-1	
5	1	12	1	3	1	4391	768	112	21	96.534622	BUILDING
5	1	12	1	3	2	4519	768	23	22	96.512367	A,
5	1	12	1	3	3	4560	766	66	21	96.512367	SUITE
5	1	12	1	3	4	4644	766	42	21	96.616554	150
4	1	12	1	4	0	4387	795	305	24	-1	
5	1	12	1	4	1	4387	796	86	23	96.356224	TEMPE,
5	1	12	1	4	2	4492	795	105	21	95.040123	ARIZONA
5	1	12	1	4	3	4614	795	78	19	94.197723	85282
3	1	12	2	0	0	4361	822	360	23	-1	
4	1	12	2	1	0	4361	822	360	23	-1	
5	1	12	2	1	1	4361	823	148	22	70.772972	TELEPHONE;
5	1	12	2	1	2	4546	822	175	21	89.202316	847.576.5000
3	1	12	3	0	0	4343	851	396	21	-1	
4	1	12	3	1	0	4343	851	396	21	-1	
5	1	12	3	1	1	4343	851	396	21	84.023132	WWW.MOTOROLASOLUTIONS.COM
2	1	13	0	0	0	1310	781	441	6	-1	
3	1	13	1	0	0	1310	781	441	6	-1	
4	1	13	1	1	0	1310	781	441	6	-1	
5	1	13	1	1	1	1310	781	441	6	95.000000	 
2	1	14	0	0	0	4294	876	509	11	-1	
3	1	14	1	0	0	4294	876	509	11	-1	
4	1	14	1	1	0	4294	876	509	11	-1	
5	1	14	1	1	1	4294	876	509	11	95.000000	 
2	1	15	0	0	0	4722	897	81	5	-1	
3	1	15	1	0	0	4722	897	81	5	-1	
4	1	15	1	1	0	4722	897	81	5	-1	
5	1	15	1	1	1	4722	897	81	5	95.000000	 
2	1	16	0	0	0	1289	672	865	275	-1	
3	1	16	1	0	0	1289	672	865	275	-1	
4	1	16	1	1	0	1289	672	865	275	-1	
5	1	16	1	1	1	1289	672	865	275	95.000000	 
2	1	17	0	0	0	292	1042	410	6	-1	
3	1	17	1	0	0	292	1042	410	6	-1	
4	1	17	1	1	0	292	1042	410	6	-1	
5	1	17	1	1	1	292	1042	410	6	95.000000	 
2	1	18	0	0	0	626	729	4115	377	-1	
3	1	18	1	0	0	626	729	4115	377	-1	
4	1	18	1	1	0	626	729	4115	377	-1	
5	1	18	1	1	1	626	729	509	374	95.000000	 
5	1	18	1	1	2	4297	892	444	214	95.000000	 
2	1	19	0	0	0	301	1054	380	76	-1	
3	1	19	1	0	0	301	1054	380	76	-1	
4	1	19	1	1	0	301	1054	80	24	-1	
5	1	19	1	1	1	301	1054	80	24	62.007576	NOTE.
4	1	19	1	2	0	301	1081	307	21	-1	
5	1	19	1	2	1	301	1081	34	21	85.732040	BO
5	1	19	1	2	2	351	1081	48	21	94.750755	NOT
5	1	19	1	2	3	416	1081	97	21	94.750755	INSTALL
5	1	19	1	2	4	530	1081	78	21	90.428146	CABLE
4	1	19	1	3	0	301	1109	380	21	-1	
5	1	19	1	3	1	301	1109	101	21	96.102203	GROUND
5	1	19	1	3	2	419	1109	37	20	96.791641	KIT
5	1	19	1	3	3	473	1109	30	20	96.045082	AT
5	1	19	1	3	4	519	1109	15	20	94.820175	A
5	1	19	1	3	5	551	1109	64	20	94.820175	BEND
5	1	19	1	3	6	633	1109	48	20	96.439667	AND
2	1	20	0	0	0	303	1112	4491	47	-1	
3	1	20	1	0	0	303	1112	4491	47	-1	
4	1	20	1	1	0	4306	1112	488	21	-1	
5	1	20	1	1	1	4306	1113	263	20	89.609596	COMMUNICATIONS
5	1	20	1	1	2	4582	1112	151	19	95.549194	SERVICES,
5	1	20	1	1	3	4747	1112	47	18	95.619797	INC
4	1	20	1	2	0	303	1136	387	23	-1	
5	1	20	1	2	1	303	1138	96	21	96.756409	ALWAYS
5	1	20	1	2	2	416	1136	85	21	96.028969	DIRECT
5	1	20	1	2	3	518	1136	100	21	95.752609	GROUND
5	1	20	1	2	4	635	1136	55	21	92.077896	WIRE
2	1	21	0	0	0	292	1043	4	154	-1	
3	1	21	1	0	0	292	1043	4	154	-1	
4	1	21	1	1	0	292	1043	4	154	-1	
5	1	21	1	1	1	292	1043	4	154	95.000000	 
2	1	22	0	0	0	292	1190	410	7	-1	
3	1	22	1	0	0	292	1190	410	7	-1	
4	1	22	1	1	0	292	1190	410	7	-1	
5	1	22	1	1	1	292	1190	410	7	95.000000	 
2	1	23	0	0	0	698	1043	4	154	-1	
3	1	23	1	0	0	698	1043	4	154	-1	
4	1	23	1	1	0	698	1043	4	154	-1	
5	1	23	1	1	1	698	1043	4	154	95.000000	 
2	1	24	0	0	0	1209	1200	3081	11	-1	
3	1	24	1	0	0	1209	1200	3081	11	-1	
4	1	24	1	1	0	1209	1200	3081	11	-1	
5	1	24	1	1	1	1209	1200	3081	11	95.000000	 
2	1	25	0	0	0	4299	1233	510	11	-1	
3	1	25	1	0	0	4299	1233	510	11	-1	
4	1	25	1	1	0	4299	1233	510	11	-1	
5	1	25	1	1	1	4299	1233	510	11	95.000000	 
2	1	26	0	0	0	4299	1252	510	11	-1	
3	1	26	1	0	0	4299	1252	510	11	-1	
4	1	26	1	1	0	4299	1252	510	11	-1	
5	1	26	1	1	1	4299	1252	510	11	95.000000	 
2	1	27	0	0	0	714	1266	3576	12	-1	
3	1	27	1	0	0	714	1266	3576	12	-1	
4	1	27	1	1	0	714	1266	3576	12	-1	
5	1	27	1	1	1	714	1266	3576	12	95.000000	 
2	1	28	0	0	0	285	1151	4457	337	-1	
3	1	28	1	0	0	4363	1151	379	24	-1	
4	1	28	1	1	0	4363	1151	379	24	-1	
5	1	28	1	1	1	4363	1154	73	21	89.228615	14350
5	1	28	1	1	2	4453	1154	22	20	89.228615	N.
5	1	28	1	1	3	4494	1154	55	20	93.238441	87th
5	1	28	1	1	4	4567	1152	44	23	91.643372	ST.,
5	1	28	1	1	5	4629	1152	50	20	93.886208	STE.
5	1	28	1	1	6	4698	1151	44	21	96.103729	145
3	1	28	2	0	0	285	1165	4421	130	-1	
4	1	28	2	1	0	301	1165	4405	42	-1	
5	1	28	2	1	1	301	1165	308	21	10.107384	ee
5	1	28	2	1	2	3863	1205	9	2	11.264038	.
5	1	28	2	1	3	4397	1181	164	23	96.177452	SCOTTSDALE,
5	1	28	2	1	4	4579	1181	32	21	96.417274	AZ
5	1	28	2	1	5	4628	1181	78	20	95.636696	85260
4	1	28	2	2	0	285	1208	4407	23	-1	
5	1	28	2	2	1	285	1211	288	3	0.000000	SH
5	1	28	2	2	2	404	1207	56	33	0.000000	kTkD
5	1	28	2	2	3	468	1207	14	33	55.970806	A
5	1	28	2	2	4	514	1207	78	33	12.808475	PR
5	1	28	2	2	5	597	1211	99	3	7.680826	eh
5	1	28	2	2	6	894	1208	117	3	17.536650	anes
5	1	28	2	2	7	1050	1208	24	3	20.596756	=.
5	1	28	2	2	8	1092	1208	111	3	6.831398	nr
5	1	28	2	2	9	3224	1208	24	2	12.404041	=
5	1	28	2	2	10	4409	1210	91	21	96.003410	PHONE:
5	1	28	2	2	11	4522	1209	170	21	95.077049	480.291.6824
4	1	28	2	3	0	296	1201	3974	77	-1	
5	1	28	2	3	1	296	1228	189	32	96.368195	ANTENNA
5	1	28	2	3	2	515	1228	234	30	96.435310	GROUNDING
5	1	28	2	3	3	777	1226	138	34	96.387840	DETAIL
5	1	28	2	3	4	1026	1204	91	74	26.458454	Iscate:
5	1	28	2	3	5	1138	1211	80	63	0.000000	ws}
5	1	28	2	3	6	1241	1228	9	30	73.025345	1
5	1	28	2	3	7	1279	1222	16	46	55.201065	|
5	1	28	2	3	8	1296	1226	327	32	55.201065	WEATHERPROOF
5	1	28	2	3	9	1652	1226	136	32	95.865036	DETAIL
5	1	28	2	3	10	2028	1207	93	70	6.754045	|scaue:
5	1	28	2	3	11	2142	1211	78	62	50.429466	nr
5	1	28	2	3	12	2237	1228	22	29	85.928329	4
5	1	28	2	3	13	2298	1225	80	32	82.208115	|NOT
5	1	28	2	3	14	2405	1227	103	32	95.424515	USED
5	1	28	2	3	15	3024	1207	95	69	39.790192	|scave:
5	1	28	2	3	16	3141	1210	78	62	0.000000	ns}
5	1	28	2	3	17	3236	1224	19	31	76.127060	7
5	1	28	2	3	18	3297	1223	80	32	96.566475	NOT
5	1	28	2	3	19	3405	1223	102	32	96.076256	USED
5	1	28	2	3	20	4030	1201	91	71	20.653639	lscace:
5	1	28	2	3	21	4142	1228	63	20	9.504766	nts
5	1	28	2	3	22	4214	1204	56	63	9.504766	]10
4	1	28	2	4	0	288	1274	4318	21	-1	
5	1	28	2	4	1	288	1277	195	3	9.781923	ieee
5	1	28	2	4	2	507	1274	36	6	9.781923	Ret
5	1	28	2	4	3	567	1274	57	3	0.000000	iiee
5	1	28	2	4	4	642	1248	66	41	0.000000	inte
5	1	28	2	4	5	4498	1274	30	21	4.684029	a
5	1	28	2	4	6	4546	1274	60	21	19.354677	SLL
3	1	28	3	0	0	309	1349	1088	22	-1	
4	1	28	3	1	0	309	1349	1088	22	-1	
5	1	28	3	1	1	309	1351	15	18	58.056568	1.
5	1	28	3	1	2	357	1349	66	22	79.719688	COAX
5	1	28	3	1	3	1299	1349	16	20	71.467964	1.
5	1	28	3	1	4	1348	1349	49	20	90.011681	NUT
3	1	28	4	0	0	309	1377	1218	21	-1	
4	1	28	4	1	0	309	1377	1218	21	-1	
5	1	28	4	1	1	309	1378	19	20	77.756439	2.
5	1	28	4	1	2	357	1378	66	20	95.371811	COAX
5	1	28	4	1	3	440	1378	142	20	96.409180	GROUNDING
5	1	28	4	1	4	599	1378	36	20	95.775497	KIT
5	1	28	4	1	5	1299	1377	21	21	93.637833	2.
5	1	28	4	1	6	1349	1377	61	21	95.846275	LOCK
5	1	28	4	1	7	1428	1377	99	21	96.133156	WASHER
3	1	28	5	0	0	308	1405	1168	23	-1	
4	1	28	5	1	0	308	1405	1168	23	-1	
5	1	28	5	1	1	308	1405	21	21	93.484566	3.
5	1	28	5	1	2	357	1405	47	21	95.950050	HEX
5	1	28	5	1	3	420	1405	83	23	92.399864	BOLTS;
5	1	28	5	1	4	527	1405	129	21	96.215225	APPROVED
5	1	28	5	1	5	674	1405	48	20	96.293694	TWO
5	1	28	5	1	6	738	1405	63	21	96.217178	HOLE
5	1	28	5	1	7	818	1405	46	21	96.253822	LUG
5	1	28	5	1	8	1299	1405	20	20	83.398270	3.
5	1	28	5	1	9	1348	1405	50	20	83.398270	NOT
5	1	28	5	1	10	1413	1405	63	20	96.822014	USED
3	1	28	6	0	0	309	1432	1547	56	-1	
4	1	28	6	1	0	358	1432	1052	23	-1	
5	1	28	6	1	1	358	1434	154	21	95.904228	CONNECTION
5	1	28	6	1	2	530	1434	54	19	90.956818	WITH
5	1	28	6	1	3	602	1432	130	21	93.301888	STAINLESS
5	1	28	6	1	4	749	1432	135	21	92.097969	HAROWARE
5	1	28	6	1	5	1299	1433	20	20	81.766281	4.
5	1	28	6	1	6	1349	1432	61	21	96.249062	BOLT
4	1	28	6	2	0	309	1459	1547	29	-1	
5	1	28	6	2	1	309	1464	19	19	90.299591	4.
5	1	28	6	2	2	358	1462	152	21	94.544777	EXOTHERMIC
5	1	28	6	2	3	527	1462	63	21	95.549767	WELD
5	1	28	6	2	4	609	1459	42	29	95.549767	1/0
5	1	28	6	2	5	669	1462	50	21	95.893082	AWG
5	1	28	6	2	6	735	1462	129	21	96.344131	STRANDED
5	1	28	6	2	7	881	1462	66	21	77.454239	GARE
5	1	28	6	2	8	1299	1462	21	20	92.988632	5.
5	1	28	6	2	9	1349	1462	102	20	92.696579	BURNDY
5	1	28	6	2	10	1466	1462	100	21	96.234238	GROUND
5	1	28	6	2	11	1583	1462	48	21	96.702003	LUG
5	1	28	6	2	12	1647	1459	55	28	95.588058	(SEE
5	1	28	6	2	13	1719	1462	75	21	95.588058	TABLE
5	1	28	6	2	14	1811	1462	45	20	96.605576	FOR
2	1	29	0	0	0	309	1491	1535	253	-1	
3	1	29	1	0	0	309	1491	1535	253	-1	
4	1	29	1	1	0	359	1491	1216	27	-1	
5	1	29	1	1	1	359	1492	84	21	96.575348	TINNED
5	1	29	1	1	2	459	1492	98	21	95.945808	COPPER
5	1	29	1	1	3	1350	1494	51	20	92.411484	SIZE
5	1	29	1	1	4	1418	1494	49	19	95.791336	AND
5	1	29	1	1	5	1483	1491	92	27	96.008919	MODEL)
4	1	29	1	2	0	309	1519	1326	30	-1	
5	1	29	1	2	1	309	1521	20	19	94.002785	5.
5	1	29	1	2	2	358	1521	85	19	95.054184	TINNED
5	1	29	1	2	3	459	1521	99	19	96.540268	COPPER
5	1	29	1	2	4	576	1519	78	23	96.328705	TOWER
5	1	29	1	2	5	672	1521	48	19	96.728668	BUS
5	1	29	1	2	6	737	1519	49	21	96.447380	BAR
5	1	29	1	2	7	1349	1524	64	21	95.554337	HEAT
5	1	29	1	2	8	1430	1524	87	21	95.554337	SHRINK
5	1	29	1	2	9	1535	1521	100	28	96.373276	(CLEAR)
4	1	29	1	3	0	1350	1554	308	21	-1	
5	1	29	1	3	1	1350	1554	141	21	96.505692	GROUNDING
5	1	29	1	3	2	1508	1554	150	21	96.011932	CONDUCTOR
4	1	29	1	4	0	1350	1581	413	22	-1	
5	1	29	1	4	1	1350	1582	101	20	96.061317	GROUND
5	1	29	1	4	2	1467	1582	50	20	96.403091	BUS
5	1	29	1	4	3	1533	1582	48	20	95.791016	BAR
5	1	29	1	4	4	1599	1582	33	20	95.841553	OR
5	1	29	1	4	5	1648	1581	115	22	96.468460	METALLIC
4	1	29	1	5	0	1349	1609	238	21	-1	
5	1	29	1	5	1	1349	1609	109	21	76.577652	BONDING
5	1	29	1	5	2	1473	1609	114	21	96.223282	SURFACE
4	1	29	1	6	0	1350	1636	410	27	-1	
5	1	29	1	6	1	1350	1639	101	20	90.241402	BURNDY
5	1	29	1	6	2	1467	1639	98	21	68.687225	2-HOLE
5	1	29	1	6	3	1581	1639	48	21	93.270050	LUG
5	1	29	1	6	4	1646	1636	36	27	93.175827	W/
5	1	29	1	6	5	1697	1639	63	20	96.141449	LONG
4	1	29	1	7	0	1350	1668	419	25	-1	
5	1	29	1	7	1	1350	1668	96	21	89.416588	BARREL
5	1	29	1	7	2	1461	1668	47	21	96.371277	FOR
5	1	29	1	7	3	1526	1669	28	24	95.983170	#6
5	1	29	1	7	4	1572	1668	51	21	96.228386	AWG
5	1	29	1	7	5	1641	1668	128	21	95.920044	STRANDED
4	1	29	1	8	0	1301	1696	543	48	-1	
5	1	29	1	8	1	1301	1696	31	20	95.411606	10.
5	1	29	1	8	2	1350	1696	63	48	43.493629	Bane
5	1	29	1	8	3	1431	1696	56	21	93.206245	WIRE
5	1	29	1	8	4	1505	1696	30	21	92.258057	TO
5	1	29	1	8	5	1550	1696	31	21	57.114433	8E
5	1	29	1	8	6	1597	1696	121	21	60.591606	NO-OXED
5	1	29	1	8	7	1736	1696	30	20	96.870056	AT
5	1	29	1	8	8	1781	1696	63	21	96.463661	BOTH
4	1	29	1	9	0	1350	1725	63	19	-1	
5	1	29	1	9	1	1350	1725	63	19	0.000000	ENO8S
2	1	30	0	0	0	1891	1337	314	263	-1	
3	1	30	1	0	0	1891	1337	314	263	-1	
4	1	30	1	1	0	1891	1337	314	263	-1	
5	1	30	1	1	1	1891	1337	314	263	95.000000	 
2	1	31	0	0	0	1299	1525	21	134	-1	
3	1	31	1	0	0	1299	1525	21	134	-1	
4	1	31	1	1	0	1299	1525	21	134	-1	
5	1	31	1	1	1	1299	1639	21	20	64.108276	©
5	1	31	1	1	2	1299	1525	21	77	53.236294	ana
2	1	32	0	0	0	4301	1727	510	10	-1	
3	1	32	1	0	0	4301	1727	510	10	-1	
4	1	32	1	1	0	4301	1727	510	10	-1	
5	1	32	1	1	1	4301	1727	510	10	95.000000	 
2	1	33	0	0	0	4301	1743	510	11	-1	
3	1	33	1	0	0	4301	1743	510	11	-1	
4	1	33	1	1	0	4301	1743	510	11	-1	
5	1	33	1	1	1	4301	1743	510	11	95.000000	 
2	1	34	0	0	0	2046	1701	2	76	-1	
3	1	34	1	0	0	2046	1701	2	76	-1	
4	1	34	1	1	0	2046	1701	2	76	-1	
5	1	34	1	1	1	2046	1701	2	76	95.000000	 
2	1	35	0	0	0	4301	1799	508	10	-1	
3	1	35	1	0	0	4301	1799	508	10	-1	
4	1	35	1	1	0	4301	1799	508	10	-1	
5	1	35	1	1	1	4301	1799	508	10	95.000000	 
2	1	36	0	0	0	4301	1813	508	12	-1	
3	1	36	1	0	0	4301	1813	508	12	-1	
4	1	36	1	1	0	4301	1813	508	12	-1	
5	1	36	1	1	1	4301	1813	508	12	95.000000	 
2	1	37	0	0	0	4300	1869	509	7	-1	
3	1	37	1	0	0	4300	1869	509	7	-1	
4	1	37	1	1	0	4300	1869	509	7	-1	
5	1	37	1	1	1	4300	1869	509	7	95.000000	 
2	1	38	0	0	0	1955	1613	271	288	-1	
3	1	38	1	0	0	1955	1613	271	288	-1	
4	1	38	1	1	0	1955	1613	271	288	-1	
5	1	38	1	1	1	1955	1613	271	288	95.000000	 
2	1	39	0	0	0	1281	1910	888	9	-1	
3	1	39	1	0	0	1281	1910	888	9	-1	
4	1	39	1	1	0	1281	1910	888	9	-1	
5	1	39	1	1	1	1281	1910	888	9	95.000000	 
2	1	40	0	0	0	4301	1911	508	7	-1	
3	1	40	1	0	0	4301	1911	508	7	-1	
4	1	40	1	1	0	4301	1911	508	7	-1	
5	1	40	1	1	1	4301	1911	508	7	95.000000	 
2	1	41	0	0	0	1281	1949	888	9	-1	
3	1	41	1	0	0	1281	1949	888	9	-1	
4	1	41	1	1	0	1281	1949	888	9	-1	
5	1	41	1	1	1	1281	1949	888	9	95.000000	 
2	1	42	0	0	0	4301	1948	508	9	-1	
3	1	42	1	0	0	4301	1948	508	9	-1	
4	1	42	1	1	0	4301	1948	508	9	-1	
5	1	42	1	1	1	4301	1948	508	9	95.000000	 
2	1	43	0	0	0	1281	1991	888	7	-1	
3	1	43	1	0	0	1281	1991	888	7	-1	
4	1	43	1	1	0	1281	1991	888	7	-1	
5	1	43	1	1	1	1281	1991	888	7	95.000000	 
2	1	44	0	0	0	4301	1997	508	8	-1	
3	1	44	1	0	0	4301	1997	508	8	-1	
4	1	44	1	1	0	4301	1997	508	8	-1	
5	1	44	1	1	1	4301	1997	508	8	95.000000	 
2	1	45	0	0	0	1281	2032	888	8	-1	
3	1	45	1	0	0	1281	2032	888	8	-1	
4	1	45	1	1	0	1281	2032	888	8	-1	
5	1	45	1	1	1	1281	2032	888	8	95.000000	 
2	1	46	0	0	0	4299	2034	509	10	-1	
3	1	46	1	0	0	4299	2034	509	10	-1	
4	1	46	1	1	0	4299	2034	509	10	-1	
5	1	46	1	1	1	4299	2034	509	10	95.000000	 
2	1	47	0	0	0	715	1589	419	494	-1	
3	1	47	1	0	0	715	1589	419	494	-1	
4	1	47	1	1	0	715	1589	419	494	-1	
5	1	47	1	1	1	715	1589	419	494	95.000000	 
2	1	48	0	0	0	1281	2074	888	8	-1	
3	1	48	1	0	0	1281	2074	888	8	-1	
4	1	48	1	1	0	1281	2074	888	8	-1	
5	1	48	1	1	1	1281	2074	888	8	95.000000	 
2	1	49	0	0	0	4299	2074	509	7	-1	
3	1	49	1	0	0	4299	2074	509	7	-1	
4	1	49	1	1	0	4299	2074	509	7	-1	
5	1	49	1	1	1	4299	2074	509	7	95.000000	 
2	1	50	0	0	0	4365	1870	9	246	-1	
3	1	50	1	0	0	4365	1870	9	246	-1	
4	1	50	1	1	0	4365	1870	9	246	-1	
5	1	50	1	1	1	4365	1870	9	246	95.000000	 
2	1	51	0	0	0	4501	1870	7	248	-1	
3	1	51	1	0	0	4501	1870	7	248	-1	
4	1	51	1	1	0	4501	1870	7	248	-1	
5	1	51	1	1	1	4501	1870	7	248	95.000000	 
2	1	52	0	0	0	4749	1872	5	246	-1	
3	1	52	1	0	0	4749	1872	5	246	-1	
4	1	52	1	1	0	4749	1872	5	246	-1	
5	1	52	1	1	1	4749	1872	5	246	95.000000	 
2	1	53	0	0	0	1281	2115	888	8	-1	
3	1	53	1	0	0	1281	2115	888	8	-1	
4	1	53	1	1	0	1281	2115	888	8	-1	
5	1	53	1	1	1	1281	2115	888	8	95.000000	 
2	1	54	0	0	0	4299	2107	509	12	-1	
3	1	54	1	0	0	4299	2107	509	12	-1	
4	1	54	1	1	0	4299	2107	509	12	-1	
5	1	54	1	1	1	4299	2107	509	12	95.000000	 
2	1	55	0	0	0	1575	1914	5	249	-1	
3	1	55	1	0	0	1575	1914	5	249	-1	
4	1	55	1	1	0	1575	1914	5	249	-1	
5	1	55	1	1	1	1575	1914	5	249	95.000000	 
2	1	56	0	0	0	1770	1914	5	249	-1	
3	1	56	1	0	0	1770	1914	5	249	-1	
4	1	56	1	1	0	1770	1914	5	249	-1	
5	1	56	1	1	1	1770	1914	5	249	95.000000	 
2	1	57	0	0	0	2166	1914	3	249	-1	
3	1	57	1	0	0	2166	1914	3	249	-1	
4	1	57	1	1	0	2166	1914	3	249	-1	
5	1	57	1	1	1	2166	1914	3	249	95.000000	 
2	1	58	0	0	0	4299	2123	509	12	-1	
3	1	58	1	0	0	4299	2123	509	12	-1	
4	1	58	1	1	0	4299	2123	509	12	-1	
5	1	58	1	1	1	4299	2123	509	12	95.000000	 
2	1	59	0	0	0	1281	2158	888	7	-1	
3	1	59	1	0	0	1281	2158	888	7	-1	
4	1	59	1	1	0	1281	2158	888	7	-1	
5	1	59	1	1	1	1281	2158	888	7	95.000000	 
2	1	60	0	0	0	279	2183	2055	13	-1	
3	1	60	1	0	0	279	2183	2055	13	-1	
4	1	60	1	1	0	279	2183	2055	13	-1	
5	1	60	1	1	1	279	2183	2055	13	95.000000	 
2	1	61	0	0	0	2853	2187	1437	11	-1	
3	1	61	1	0	0	2853	2187	1437	11	-1	
4	1	61	1	1	0	2853	2187	1437	11	-1	
5	1	61	1	1	1	2853	2187	1437	11	95.000000	 
2	1	62	0	0	0	279	2249	2547	14	-1	
3	1	62	1	0	0	279	2249	2547	14	-1	
4	1	62	1	1	0	279	2249	2547	14	-1	
5	1	62	1	1	1	279	2249	2547	14	95.000000	 
2	1	63	0	0	0	2982	2254	1239	10	-1	
3	1	63	1	0	0	2982	2254	1239	10	-1	
4	1	63	1	1	0	2982	2254	1239	10	-1	
5	1	63	1	1	1	2982	2254	1239	10	95.000000	 
2	1	64	0	0	0	4295	301	19	1994	-1	
3	1	64	1	0	0	4295	301	19	1994	-1	
4	1	64	1	1	0	4295	301	19	1994	-1	
5	1	64	1	1	1	4295	301	19	1994	95.000000	 
2	1	65	0	0	0	294	2274	515	26	-1	
3	1	65	1	0	0	294	2274	515	26	-1	
4	1	65	1	1	0	294	2274	515	26	-1	
5	1	65	1	1	1	294	2274	515	26	95.000000	 
2	1	66	0	0	0	4796	298	22	1999	-1	
3	1	66	1	0	0	4796	298	22	1999	-1	
4	1	66	1	1	0	4796	298	22	1999	-1	
5	1	66	1	1	1	4796	298	22	1999	95.000000	 
2	1	67	0	0	0	4297	2286	510	11	-1	
3	1	67	1	0	0	4297	2286	510	11	-1	
4	1	67	1	1	0	4297	2286	510	11	-1	
5	1	67	1	1	1	4297	2286	510	11	95.000000	 
2	1	68	0	0	0	4297	2302	510	12	-1	
3	1	68	1	0	0	4297	2302	510	12	-1	
4	1	68	1	1	0	4297	2302	510	12	-1	
5	1	68	1	1	1	4297	2302	510	12	95.000000	 
2	1	69	0	0	0	4297	2356	510	10	-1	
3	1	69	1	0	0	4297	2356	510	10	-1	
4	1	69	1	1	0	4297	2356	510	10	-1	
5	1	69	1	1	1	4297	2356	510	10	95.000000	 
2	1	70	0	0	0	3277	289	13	2101	-1	
3	1	70	1	0	0	3277	289	13	2101	-1	
4	1	70	1	1	0	3277	289	13	2101	-1	
5	1	70	1	1	1	3277	289	13	2101	95.000000	 
2	1	71	0	0	0	4297	2372	510	11	-1	
3	1	71	1	0	0	4297	2372	510	11	-1	
4	1	71	1	1	0	4297	2372	510	11	-1	
5	1	71	1	1	1	4297	2372	510	11	95.000000	 
2	1	72	0	0	0	4296	2485	509	12	-1	
3	1	72	1	0	0	4296	2485	509	12	-1	
4	1	72	1	1	0	4296	2485	509	12	-1	
5	1	72	1	1	1	4296	2485	509	12	95.000000	 
2	1	73	0	0	0	4296	2503	509	10	-1	
3	1	73	1	0	0	4296	2503	509	10	-1	
4	1	73	1	1	0	4296	2503	509	10	-1	
5	1	73	1	1	1	4296	2503	509	10	95.000000	 
2	1	74	0	0	0	585	2584	303	13	-1	
3	1	74	1	0	0	585	2584	303	13	-1	
4	1	74	1	1	0	585	2584	303	13	-1	
5	1	74	1	1	1	585	2584	303	13	95.000000	 
2	1	75	0	0	0	4296	2615	508	13	-1	
3	1	75	1	0	0	4296	2615	508	13	-1	
4	1	75	1	1	0	4296	2615	508	13	-1	
5	1	75	1	1	1	4296	2615	508	13	95.000000	 
2	1	76	0	0	0	4296	2632	508	11	-1	
3	1	76	1	0	0	4296	2632	508	11	-1	
4	1	76	1	1	0	4296	2632	508	11	-1	
5	1	76	1	1	1	4296	2632	508	11	95.000000	 
2	1	77	0	0	0	295	1751	4516	931	-1	
3	1	77	1	0	0	295	1751	4516	931	-1	
4	1	77	1	1	0	1300	1752	3143	23	-1	
5	1	77	1	1	1	1300	1753	29	18	80.291794	11.
5	1	77	1	1	2	1350	1752	63	21	94.936272	HEAT
5	1	77	1	1	3	1430	1752	88	21	96.472893	SHRINK
5	1	77	1	1	4	4440	1772	3	3	59.942738	E
4	1	77	1	2	0	1301	1751	3510	53	-1	
5	1	77	1	2	1	1301	1780	31	20	73.807121	12.
5	1	77	1	2	2	1351	1780	28	24	61.460823	#6
5	1	77	1	2	3	1396	1780	53	20	93.181137	AWG
5	1	77	1	2	4	1466	1780	63	20	92.867065	THHN
5	1	77	1	2	5	1547	1780	97	20	92.717979	COPPER
5	1	77	1	2	6	1662	1779	56	22	91.912613	WRE
5	1	77	1	2	7	4300	1751	136	49	90.986946	[DESIGNER
5	1	77	1	2	8	4647	1766	80	20	86.983681	JASON
5	1	77	1	2	9	4744	1753	67	49	54.863876	NGO]
4	1	77	1	3	0	4479	1836	150	21	-1	
5	1	77	1	3	1	4479	1836	150	21	80.100899	SUBMITTALS
4	1	77	1	4	0	4311	1882	483	23	-1	
5	1	77	1	4	1	4311	1882	47	21	40.269375	REV,|
5	1	77	1	4	2	4405	1882	62	21	94.397919	DATE
5	1	77	1	4	3	4549	1884	157	21	77.688126	DESCRIPTION
5	1	77	1	4	4	4762	1884	32	21	45.759781	|BY
4	1	77	1	5	0	1368	1912	3425	45	-1	
5	1	77	1	5	1	1368	1924	55	21	85.826752	WRE
5	1	77	1	5	2	1442	1924	50	21	95.667084	SIZE
5	1	77	1	5	3	1593	1924	102	20	91.024834	BURNDY
5	1	77	1	5	4	1710	1924	47	20	96.880661	LUG
5	1	77	1	5	5	1905	1924	62	21	96.514778	BOLT
5	1	77	1	5	6	1983	1924	51	21	96.030449	SIZE
5	1	77	1	5	7	4335	1924	5	18	63.447166	1
5	1	77	1	5	8	4361	1911	15	45	58.835243	|
5	1	77	1	5	9	4384	1924	104	20	58.835243	03.14.16
5	1	77	1	5	10	4582	1912	89	45	96.806778	REVIEW
5	1	77	1	5	11	4765	1926	28	19	95.783920	JN
4	1	77	1	6	0	1381	1960	3415	29	-1	
5	1	77	1	6	1	1381	1962	29	24	87.605408	#6
5	1	77	1	6	2	1428	1962	51	20	90.950401	AWG
5	1	77	1	6	3	1593	1963	164	22	27.502699	YA6C-27038
5	1	77	1	6	4	1768	1951	16	44	93.996277	|
5	1	77	1	6	5	1806	1960	57	27	85.792580	3/8
written
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— 16 NC S 3 BOLT 2 | 03.17.16] UPDATE Mw JAW
and #2 AWG SOUD =| YA3C-2TC38 | 3/8" — 16 NC S 3 BOLT 3_] 03.30.16 [CLIENT COMMENTS] AW
#2 AWG STRANDED | YA2C-2TC381/ 3/8" — 16 NC S 3 BOLT 4 | 10.11.17 COMMENTS [AW
ADWCOMM #2/0 AWG YA26-2TC38 | 3/8" — 16 NC S 3 BOLT 5 | 10.12.17 COMMENTS __[AW
#4/0 AWG YA28—2N 1/2" - 16 NC $ 3 BOLT
TRE INFORMATION CONTAINED IN THIS SET
of ; a - ANY USE OR DISCLOSURE OMER THAN THAT
item TOWER GROUND BUS BAR DETAIL |scae. wrs| 2 |GROUNDING LUG DETAIL [scate: ts] 5 |NOT USED |scate: nts] 8 [NOT USED [scaue: n.r.s| 11 |] RELATES wasicora county's
wc To
; a =
AX CA . oO) : UPGRADE IS STRICTLY PROHIBITED.
proprictary
1. #2 AWG STRANDED Cu WIRE WITH GREEN, 600V, THWN | PLoT DATE: 1/2/17 |
a INSULATION OR BLACK MARKED AS REQUIRED BY NEC
is 2. GROUND BAR ON EXTERIOR CABINET OR COAX H-FRAME | SITE CODE:
3. #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR
document TO SYSTEM GROUND RING HARQ
This SUTE_NAME:
HARQUAHALA
(ADWCOMM).
SUTE_ADDRESS:.
LATITUDE: 33°48' 43.89" N
INC LONGITUDE: 113°20' 48.67" W
HARQUAHALA
HARQUAHALA MOUNTAIN, AZ 85357
Services, LA PAZ COUNTY
SHEET TITLE:
Communications
GROUNDING DETAILS
CADW
SHEET NUMBER
G— S
Copyright
EQUIP. GRND. BUS BAR DETAIL Iscave: nr 3 |NOT USED [SCALE: N75 6 |NOT USED |scaue: nts) 9 NOT USED [scave: wns |12