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CLIENT: venzon1117 V TUC VENTANA SC 1910 1/2 E. INNOVATION PARK DR. VICINITY MAP F 9 os MOORS R � � SITE w O ¢ U '2 �a (n 0 1 3 4! z TANGERINE RD TANGERINE RD NORTH DRIVING DIRECTIONS SUMMARY: FROM VERIZON OFFICE AT 126 W. GEMINI DR, TEMPE: TAFE I-10 EAST TOWARD TUC:SON; TAKE EXIT 240 FOR TANGERINE ROAD; TURN LEFT ONTO W TANGERINE ROAD; USE THE LEFT TWO LANES TO TURN LEFT ONTO E INNOVATION PARK DRIVE AND THE DESTINATION WILL BE ON THE RIGHT AT 1910 E. INNOVATION PARR DRIVE: ORO VALLEY. ARIZONA. GENERAL NOTES THE ARCH ITECTS/ENGINEERS HAVE MADE EVERY EFFORT AS SET FORTH IN THE CONSTRUCTION DRAWINGS, CONTRACT DOCUMENTS AND THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWNGS AND SPECIFICATIONS SHALL NOT EXCUSE SAID COPJTRACTOP FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDER' SHALL BEAR THE RESPCIJSBILITY UF vOTiFHNC UN ',RITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF THE CONTRACTORS PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORI, UNLESS OTHERWISE DIRECTED. ORO VALLEY, AZ 85755 APN NO. R.O.W. SITE LOCATION INFORMATION SITE NAME: TUC_VENTANA-SC SITE ADDRESS: 1910 112 E. INNOVATION PARK DR. ORO VALLEY, AZ 85755 APN NUMBER: R O.W. SITE COORDINATES: LATITUDE: 32' 26' 17.8" N (NAD 83) LONGITUDE: 110' 56' 39.5 W (NAD 83) ELEVATION: 2,813.3' (AMSL) (NAVD 88) CURRENT ZONING: R.O.W. - NOT ZONED APPLICANT. VERIZON WIRELESS 126 WEST GEMINI DR. TEMPE, AZ 85283 CONTACT: K'EVIN FORRY PHONE: (602) 526-5136 PROPERTY OWNER: TOWN OF ORO VALLEY OWNER CONTACT: TBD CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING N THESE PLANS IS TO BE CONSTRUED TO PERMIT WORT: NOT CONFORMING TO THESE CODES. 2012 INTERNATIONAL BUILDING CODE (IBC) 2011 NATIONAL ELECTRICAL CODE (NEC) ANS /EI4 -G STRUCTURAL STEEL STANDARDS FOR STEEL ANTEI'VIA TOWERS AND SUFPORTIr,G STRUCTI_RE` STA'JDARD LOCAL BUILDING CODES) CITE AND/OR COUNTY ORDINANCES JURISDICTION: TOWN OF ORO VALLEY Two working days before you dig, CALL FOR THE BLUE STAKE! 1 (602) 263-1100 or 1 (800) STARE -IT (782-5348) (OUTSIDE MAP.ICOPA COUIJTY) PROJECT TEAM CLIENT: VERIZON WIRELESS 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85283 CONSTRUCTION MANAGER: KEVIN FORRY MOBILE: (602) 526-5136 RF ENGINEER: SYED NAQVI REAL ESTATE: CHRISTAL CANADA MOBILE: (949) 274-6961 REAL ESTATE INSITE INC. CONSULTANT: 2035 E. GONDOLA LN. GILBERT, AZ 85234 CONTACT: CHRISTINE TUCKER MOBILE: (480) 586-5180 TUCKER@NSITE-INC.COM A&E DESIGN SING DESIGN MANAGEMENT 16616 EAST PALISADES BLVD, SUITE 102 PROFESSIONAL: FOUNTAIN HILLS, ARIZONA 85268 CONTACT: CHRIS M SIINO, MBA, MSTL, PMP MOBILE: (602) 672-4311 FAX: (480) 836-1004 CIVIL ENGINEERING PNP EN&IJEERING INC CONSULTANT: CONTACT: YONG-JOONG RANG, PE MOBILE: (949) 351-5020 EE CONSULTANT: BE LLC CONTACT: LOREN PRIEST MOBILE: (303) 748-1189 ACCESSIBILITY DISCLAIMER THE PROPOSED PROJECT IS AN UNOCCUPIED TELECOMMUNICATIONS FACILITY AND IS NOT TO BE ACCESSED BY THE GENERAL PUBLIC. THIS FACILITY IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS PER IBC 1103.2 9 LISTED AS AN EQUIPMENT SPACE. SHEET INDEX SHEET N0. SHEET DESCRIPTION T-1 TITLE SHEET CN-1 GENERAL NOTES GN-2 GENERAL NOTES LS-1 SITE SURVEY A-1 OVERALL SITE PLAN A-2 ENLARGED SITE FLAI'J A-3 ELEVATIONS A-4 CONSTRUCTION D TAILS E-1 ELECTRICAL NOTES E-2 ELECTRICAL NOTES E-3 POWER PLAN E-4 ONELINE DIAGRAM & PANEL SCHEDULE E-5 CUT SHEETS G-1 GROUNDING PLAN G-2 GROUNDING DETAILS PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE REMOVAL AND REPLACEMENT OF AN EXISTING LIGHT POLE WITH A NEWLIGHT POLE WITH LESSEE ANTENNA ARRAYS. IN ADDITION, INSTALLATION OF (1) NEW LOW PROFILE EQUIPMENT CABINET AND A METER PEDESTAL. THIS PROJECT DOES NOT INCLUDE WATER OR SEWER. THIS PROJECT INCLUDES PERMANENT TELEPHO',E AND ELECTFICAL COD r.TIONS DEVELOPMENT AND CONSTRUCTION OF THIS PROJECT WILL COMPLY WTH ALL APPLICABLE CODES AND ORDINANCES, verizonJ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: SiinoDesign 16616 EAST PALISADES BOULEVARD UNIT #102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINDDESIGN.COM ENGINEERING CONSULTANT: j DP,AW'!NG APPROVALS (SIOJATUR'ES) SITE ACQUISITION/PRGPERTY CONSTRUCTION MAI;ASER VEF',ZR: VFELESS PF Et,'INEER I LANDLOP.E'. APPROVAL I DRAWN BY. JNGD CHECKED BY: CMS SCHEDULE OF REVISIONS NO DATE DESCRIPTION BY 4 06/04/16 CITY COMMENTS CMS 3 04/01/16 CITY COMMENTS CMS 2 01/26/16 CITY COMMENTS CMS I' 08/26/15 CM/RF/RE COMMENTS CMS SITE NAME: TUC VENTANA SC SITE ADDRESS: 1910 112 E. INNOVATION PARk DR_ ORO VALLEY, AZ 85755 SEAL: aaaa�m�� TITLE SHEET SHEET NUMBER: T-1 UNDERGROUND GAS LINE y y C i US WEST ..�... V PANEL BOX OWEST� VAULT 1 Y Z Z�yo 9Z�yo 5 0 E joso PSDXCT AIEA a so =0 0 g m 3 z 0 3 ANGERINE R N RD VICINITY MAP N.T.S. 22.7' ARM LENGTH POSITION OF GEODETIC COORDINATES LATITUDE 32' 26' 17.8" NORTH (NAD83) LONGITUDE 110' 56' 39.5' WEST (NAD83) GROUND ELEVATION 0 2813.3' (NAVD88) DIRECTIONS TO SITE FROM THE VERIZON WIRELESS OFFICES IN TEMPE, ARIZONA HEAD WEST ON W GEMINI DRIVE TOWARD S ASH AVENUE; TURN LEFT ONTO S ASH AVENUE; TJRN RIGHT ONTO W GUADALUPE ROAD; TURN LEFT AT THE FIRFST CROSS STREET ONTO S KYRENE ROAD; TURN RIGHT ONTO W GROVE PARKWAY; CONTINUE ONTO S PRIEST DRIVE; TURN RIGHT ONTO W ELLIOT ROAD; USE THE LEFT TWO LANES TO TURN LEFT TO MERGE ONTO I-10 EAST TOWARD TUCSON; TAKE EXIT 240 FOR TANGERINE ROAD; TURN LEFT ONTO W TANGERINE ROAD; USE THE LEFT TWO LANES TO TURN LEFT ONTO E INNOVATION PARK DRIVE AND THE DESTINATION WILL BE ON THE RIGHT AT 1910 E. INNOVATION PARK DRIVE; ORO VALLEY, ARIZONA. SURVEY DATE 07/27/2015 BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM ARIZONA STATE PLANE COORDINATE ZONE CENTRAL, DETERMINED BY CPS OBSERVATIONS. BENCHMARK PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION OF NGS 'GEOID 12A' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY OBSERVATIONS OF THE 'SMARTNET' REAL TIME NETWORK. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD88. UTILITY NOTES SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE DEFINITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. SURVEYOR'S NOTES SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY. FLOOD ZONE THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE "X". AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO FEDERAL EMERGENCY \ MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP(S), MAP ID #04019C10801-, DATED JUNE 16, J 2011. LESSOR'S LEGAL DESCRIPTION SUBJECT AREA OF THIS SURVEY LIES WITHIN THE TOWN OF ORO VALLEY PUBLIC RIGHT-OF-WAY FOR E. INNOVATION PARK DRIVE. SCHEDULE "B" NOTE SUBJECT SITE LIES WITHIN A PUBLIC RIGHT-OF-WAY FOR WHICH NO PROPERTY / TITLE REPORT WAS PROVIDED. LEGEND AP ASPHALT --OSTREET LIGHT BLDG TOP OF BUILDING ED AIR CONDITIONING UNIT CONIC EDGE OF CONCRETE Q TELEPHONE MANHOLE D/W ACCESS DRIVEWAY FIRE HYDRANT EDR EDGE OF DIRT ROAD ' LIGHT POLE EP EDGE OF PAVEMENT [EI ELECTRICAL TRANSFORMER FC FACE OF CURB 0 UTILITY PEDESTAL LP LIGHT POLE UTILITY VAULT NO NATURAL GRADE ® POSITION OF R/W SL RIGHT OF WAY STREET LIGHT V + GEODETIC COORDINATES SW SIDEWALK SPOT SPOT ELEVATION a TREES pd WATER CONTROL VALVE CURBLINES CONCRETE LIMITS -- EXISTING BUILDINGS PARKING STRIPES — w — w — w — w w — WATER LINES -GAS—GAS—GAS— GAS GAS LINES — E — E — E — E E — ELECTRIC LINES — F/o F/0 F/0 F/0 F/a— FIBER OPTIC LINES SECTION LINES - - — STREET CENTERLINES - - — - - - - RIGHT OF WAY LINES - - — - - ADJACENT PROPERTY LINE - - _ - - - - - - - - - - - - ___-_--- EASEMENT LINES - - - - - - - - - - - - - - - - - - - - - - - - - TIE LINES - - - - - - LEASE AREA LIMITS -- — --- - — -- — — - MAJOR CONTOUR INTERVAL -- - - - - - -- --- - MINOR CONTOUR INTERVAL ARM GROUND ELEV.=2813.3' 0 A.G.L. MOIR94WOi19VIM IO• J• GRAPHIC SCALE i0 o 1 20b ( IN FEET ) 1 inch = 10 [t / o� 2i? -N 2C 13.2 F �P s / 0 00 01 / oPA,?o BU / Q LIGHT POLE (TO BE REPLACED) 2812.4 SEE DETAIL ON THIS SHEET FC LP }f L 7 t NG TREE 28155 NG y UNDERGROUND GAS LINE/ y Q 0 FC / 04i3 y 4- � t 0 CLIENT: verizon✓ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85283 PHONE: (480) 752-7238 DESIGN MANAGEMENT PROFESSIONAL: SiinoDesign 16616 EAST PALISADES BLVD, SUITE 102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: (480) 836-1701 FAX: (480) 836-1004 w—dllc.bz SURVEYING CONSULTANT: bit ft, Tic 412 EAST SOUTHERN AVENUE TEMPE, ARIZONA 85282 (480)659-4( DRAWING APPROVALS (SIGNATURES) y/ V UNDERGROUND SITE ACQUISITION/PROPERTY ELECTRIC LINES } "a'�C2851.6 7 7 TREE CONSTRUCTION MANAGER N/ coNc o` �2813.6 VERIZON WIRELESS RF ENGINEER NG 1E5 G A, �z cONc LANDLORD APPROVAL DRAWN BY: RC .4 28733 CHECKED BY: MF WNG / CONC `� TREE j SCHEDULE OF REVISIONS ` NO DATE DESCRIPTION BY BUSHES, / 2813.3 LPO 2 04/01/16 FLOOD NOTE (C) CK T1 08/13/15 NAME CHANGE MF TREE / �28JL9 0 07/31/15 PRELIM SUBMITTAL RC NG o� TREE SITE NAME: TUC VENTANA SC 4\0 �57 TREE ING T / SITE ADDRESS: 4\� 19101/2 E. INNOVATION PARK DRIV � a ORO VALLEY, A2 85755 ` PIMA COUNTY rNG28t 4.8 4\° ;' SEAL: 5.5 4 /N2�t 2816.4 Fc o,q7 e4 lz Q 0� jy O�Ci v t GiG LBL� 2616,2 FC SHEET TITLE: SITE SURVEY SHEET NUMBER: LS-1 CLIENT: OVERALL SITE PLAN KEYED NOTES: 1. EXISTING STREET CURB 2. APPROXIMATE LOCATION OF EXISITNG U.G. GAS LINE PER BLUE STAKE MARKING 3. APPROXIMATE LOCATION OF EXISTING U.G. ELECTRICAL LINE PER BLUE STAKE MARKING 4. EXISTING PARKING CURB (TYP.) 5. EXISTING CMU SCREEN WALL 6. EXISTING STREET ISLAND 7. EXISTING CONCRETE SIDEWALK TO REMAIN 8. APPROXIMATE LOCATION OF EXISTING U.G. FIBER LINE PER BLUE STAKE MARKING 9. EXISTING TREE (TYP.) Two Wor4ing days before you dig, CALL FOP. THE FLUE STAP:E 1 (602) 263-1100 or 1 (800) STAI E—IT (782-5348) v (OUTSIDE MARICOPA COUNTY) DESIGN CRITERIA REFERENCES FOR STREET LIGHTING: 1. STREET LIGHTING DESIGN SHOULD MEET OR EXCEED THE AVERAGE ILLUMINANCE PER THE AASHTO PUBLICATION, AN INFORMATIONAL GUIDE FOR ROADWAY LIGHTING, 1984. 2. POLE LOCATIONS SHOULD BE POSITIONED BEYOND THE AASHTO CLEAR ZONE REQUIREMENTS SPECIFIED IN THE AASHTO ROADSIDE DESIGN GUIDE, 2006, UNLESS OTHERWISE DIRECTED BY TOWN OF ORO VALLEY ENGINEERING. 3. LIGHT DISTRIBUTION SHALL SATISFY THE MOST RECENT EDITION OF THE OVZCR SECTION 27.5. 4. ALL INSTALLATIONS SHALL MEET THE NATIONAL ELECTRIC CODE REQUIREMENTS. 5. INSTALLATIONS SHALL BE IN CONFORMANCE WITH THE ROADWAY LIGHTING — ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA, ANSI/IESNA RP-8, 2000. BLDG TOP OF BUILDING CLF CHAIN LINK FENCE CONC CONCRETE D/W ACCESS DRIVEWAY FC FACE OF CURB NG NATURAL GRADE R/W RIGHT OF WAY (O TREES 4 NEW ANTENNA 4� EXISTING ANTENNA LEGEND ----0 STREET LIGHT FIRE HYDRANT POWER POLE POSITION OF GEODETIC COORDINATES SPOT ELEVATION pQ WATER CONTROL VALVE Q• GROUND ROD — GROUND BUS BAR Q REVISION ■ MECHANICAL GRND. CONN. O CONSTRUCTION KEYED NOTE • CADWELD eDETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE GROUT OR PLASTER o (E) BRICK (E) MASONRY 0 CONCRETE EARTH ® GROUND ACCESS WELL ELECTRIC BOX ❑* TELEPHONE BOX LIGHT POLE r GRAVEL PLYWOOD SAND WOOD CONT. WOOD BLOCKING STEEL W — W W GAS GAS GAS 0/H O 'H O;'H E E E E OVERALL SITE PLAN CHAIN LINK FENCE CURBLINES WATER LINES GAS LINES OVERHEAD LINES ELECTRIC LINES (E) FIBER OPTIC LINES (N) FIBER OPTIC LINE STREET CENTERLINES RIGHT OF WAY LINES LEASE AREA LIMITS MAJOR CONTOUR INTERVAL MINOR CONTOUR INTERVAL verizon� 126 WEST GEMINI DRIVE TEMPE. ARIZONA 85293 PHONE. 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: gSiinoDesign' 16616 EAST PALISADES BOULEVARD UNIT d102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.1136.1701 FAX: '80.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: I DRAthl APPROVALS (SIGNATURES) SITE ACOUISITOIJ/PROPERTf CONSTRUCTION MANAGER so VERIZON WIFELESS RE EIJ ;INCER (4 %6� �, _ LAWpiORp AFPROVAi 1 ��a a/ 1 �URAWid BY: JN 60 CHEGED BY: CMS SCHEDULE OF REVISIONS IJO DATE DESCRIPTION BY z4/ •�! 4 08/04/16 CITY COMMENTS CMS 3 04/01/16 CITY COMMENTS CMS Q� �% 2 Ol /26/16 CITY COMMENTS CMS w/ / 1 C8/20/15 CM/RF/k"t COMMENTS CMS SITE NAME: / TUC VENTANA SC 8 / SITE ADDRESS: 7 1910 112 E. INNOVATION PARI<' DR. ORO VALLEY, AZ 85755 % SEAL: / 4 )' SHEET TITLE: OVERALL / SITE PLAN % NORTH SHEET NUMBER. 22"x34" SCALE: 1/8" = 1'-0" 11" 17" SCALE: 1/ 16" = 1'-0" 8' 6' 4' 2' 0" 8' ANTENNA PLAN KEYED NOTES: ® ENLARGED SITE PLAN KEYED NOTES: ® POLE, SEE DETAILS 1 & 8 ON SHEET A-4. NOTES: CLIENT. 9. NEW LOW PROFILE EQUIPMENT CABINET MOUNTED ON NEW CONCRETE 1. NEW REPLACEMENT POLE TO BE PAINTED PER 1. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE ® 33'-2" RAD CENTER. 1. NEW 35.6' TALL (8.625•' DIA.) REPLACEMENT LIGHT POLE WITH SLAB, SEE DETAIL 2 ON SHEET A-4. TOWN OF ORO VALLEY REQUIREMENTS. ANTENNA SCREEN, SEE STRUCTURAL DRAWING BY OTHERS. 10. EXISTING LIGHT POLE (8.4'• DIA.), LIGHT ARM, FIXTURE & ITS • 2. NEW REPLACEMENT LIGHT POLE (BELOW) WITH ANTENNA SCREEN TO SCREEN NEW 2. ANTENNAS AND MOUNTING HARDWARE SHALL 2• NEW U.G. CONDUIT FOR POWER RUN FROM METER PEDESTAL TO NEW FOUNDATION TO BE REMOVED AND REPLACED WITH A NEW POLE WITH BE PAINTED TO MATCH LIGHT POLE COLOR. venzonv ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. CABINET, SEE DETAIL 3 ON SHEET A-4 AND SEE ELECTRICAL DRAWING NEW ANTENNA ARRAYS. 3. NEW LIGHT POLE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHERS. FOR DETAIL. 11. EXISTING U.G. POWER LINE TO BE REMOVED. 3. WHERE EXISTING CONCRETE IS TO BE 4. NEW LOCATION OF REPLACEMENT LIGHT ARM, FIXTURE TO MATCH EXISTING AND 3. NEW METER PEDESTAL LOCATION, SEE ELECTRICAL DRAWINGS FOR 12. EXISTING ELECTRIC VAULT TO REMAIN. REMOVED, CONTRACTOR SHALL FOLLOW THE 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 COMPLY WITH TOWN OF ORO VALLEY AND PIMA COUNTY STANDARD DETAILS FOR DETAILS. 13. EXISTING U.G. POWER LINE PER BLUE STAKE MARKING TO REMAIN. EXISTING CONCRETE CONTROL JOINTS AND PHONE: 480.752.7238 PUBLIC IMPROVEMENTS. 4. NEW U.G. CONDUIT FOR FIBER RUN FROM SITE VAULT TO NEW 14. EXISTING U.G. GAS LINE PER BLUE STAKE MARKING. REPLACE AND FINISH NEW CONCRETE WORK DESIGN MANAGEMENT PROFESSIONAL: CABINET, SEE DETAIL 3 ON SHEET A-4. 15. EXISTING STREET CURB TO REMAIN. 2'-4" DIA. 5. NEW TRAFFIC RATED FIBER SITE VAULT. FINAL LOCATION TO BE 16. EXISTING CONCRETE SIDEWALK TO REMAIN. TO MATCH EXISTING SURROUNDING SIDEWALKS. DETERMINED BY PROVIDER. 17. NEW U.G. CONDUIT FOR COAXIAL CABLE RUNS FROM CABINET TO 4. NEW LANDSCAPE TO COMPLY WITH TOWN OF@SiinoDesign 6. NEW U.G. CONDUIT FOR FIBER RUN FROM MEET POINT VAULT TO SITE THROUGH LIGHT POLE FOUNDATION AND TO ANTENNAS ON LIGHT POLE ORO VALLEY LANDSCAPE ORDINANCE 2 s G� VAULT, SEE DETAIL 3 ON SHEET A-4. FINAL LOCATION TO BE 18. NEW GPS ANTENNA 16616 EAST PALISADES BOULEVARD �\ /5 DETERMINED BY PROVIDER. 19. EXISTING U.G. FIBER LINE PER BLUE STAKE MARKING UNIT #102 FOUNTAIN HILLS. ARIZONA 85268 4 7. NEW U.G. CONDUIT FOR POWER RUN FROM POWER SOURCE TO METER 20. NEW LANDSCAPE SHRUB TO MATCH EXISTING (TYP. OF 3) FOR PHONE: 480.836.1701 \ PEDESTAL, SEE DETAIL 3 ON SHEET A-4. FINAL LOCATION TO BE SCREENING. SEE NOTE 4 FAX: 480.836.1004 WWW.SIINODESIGN.COM \} DETERMINED BY PROVIDER. 21. NEW LANDSCAPE DRIP SYSTEM TO BE CONNECTED TO EXISTING DRIP ENGINEERING CONSULTANT: y 8. NEW U.G. CONDUIT FROM EXISTING ELECTRICAL VAULT TO NEW LIGHT SYSTEM. SEE NOTE 4 � 1 3 a, vj NEW LIGHT POLE AND ANTENNA LAYOUT N.T.S. 1 ' Q 2-4" DIA. - -�} ANTENNA SECTION KEYED NOTES: I I 1. NEW (2) ANTENNAS. rr I I I I 1 I I I I I 2. NEW RF ANTENNA SCREEN, SEE I I I I I I STRUCTURAL DRAWING BY OTHERS. e \ � i 0 DRAWING APPROVALS (SIGNATURES) l I I 1 1 3. NEW REPLACEMENT LIGHT POLE, SEE 2 ��I I I STRUCTURAL DRAWING BY OTHERS. � J j / - 12 I I I 4. REPLACEMENT LIGHT ARM. - �Y SITE AcouISITIONjPFOPERrY I I I RAID CENTER i t I I I I � 11 CONSTRUCTION MANAGER 33'-2" A.G.L. 0 � II \ 21 VERIZON WIRELESS RE ENGINEER 10 (V / LANDLORD APPROVAL 4 LI-I�-LJ i/ � \ s. / i• / � $ / \/�' �/ GR.AV;t+ 6v: JIJGG CHECKED BY: CMS i / / 13 \ i 0 SCHEDULE OF REVISIONS �' W / �/ NO DATE DESCRIPTION BY 4 08/04/16 CITY COMMENTS CMS _' 14 ��, /a ,' ��_ L == _ � � 3 04/01 /16 CITY COMMENTS CM15 2 01 /26/16 CITY C0Id1,1ENTS CMS __ d' !(/ 1 // �� * / 17 / 1 I 08/26/IS CM/RF/RE COMMENTS CMS NOTE: THE POLE SECTION, LIGHT ARM &FIXTURE dl 70• / SITE NAME: 19, TUC VENTANA SC SHOWN HERE ARE FOR INFORMATION ONLY. / �__ / , REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR POLE REPLACEMENT DETAILS 20 sITE AODFEss: //' 1410 112 E. IIJNO'✓ATION PARK DR_ ANTENNA SECTION DETAIL N.T.S. 2 �% /: �o / / 4 ORO VALLEY. AZ 85755 NOTE CONTRACTOR TO VERIFY FOR FINAL RF DATA SHEETS WITH CONSTRUCTION MANAGER PRIOR TO ANY CONSTRUCTION. SEAL: NEW ANTENNA & COAXIAL CABLE TABLEOF SECTOR AZIMUTH CL (FT) LINE SIZE L (FT) H COAX TYPE d' • ' / ALPHA 55' 33•-2" 4 y" t60' LDF4-50A z/ BETA 145' 33'-2" 4 y2' ±60' LDF4-50A �� 40 2 \ /16 0 3 W / SHEET TITLE: h131SIDEW CK ErE 7 u % ,' ®' ENLARGED L7 SITE PLAN NORTH 'SHEET LUMBER NEW ANTENNA & COAXIAL CABLE SPECS. N.T.S. 3 22"x34" SCALE: 1/2" = 1•-O" ENLARGED SITE PLAN 4 ,1"x17" SCALE: 1/4" = , -0" 2' 1 0" 2 ELEVATION KEYED NOTES: -1. NEW 35.6' TALL (8.625" DIA.) REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN ON TOP TO SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. 2. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE @ 33'-2" RAID CENTER 3. NEW LOCATION OF REPLACEMENT LIGHT FIXTURE 4. NEW LESSEE OWNER & EMERGENCY PLAQUE ON EQUIPMENT CABINET 5. NEW LESSEE MILBANK METER PEDESTAL PER PROVIDER SPECIFICATIONS (THIS NEW METER IS APPROXIMATELY 7.5 CUBIC -FOOT) 6. NEW LOW PROFILE EQUIPMENT CABINET MOUNTED ON NEW CONCRETE SLAB 7. EXISTING LIGHT POLE (8.4" DIA.), LIGHT ARM, FIXTURE & ITS FOUNDATION TO BE REMOVED AND REPLACED WITH NEW LIGHT POLE (BEYOND) 8. EXISTING TREE (TYP.) 9. EXISTING SHRUB (TYP.) 10. EXISTING CONCRETE SIDEWALK TO REMAIN 11. EXISTING STREET CURB TO REMAIN 12. NEW LIGHT POLE CONCRETE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHER FOR DETAILS 13. NEW U.G. CONDUIT FOR COAXIAL CABLE RUN FROM CABINET TO NEW LIGHT POLE 14. NEW GPS ANTENNA 15. NEW LANDSCAPE SHRUB TO MATCH EXISTING (TYP. OF 3) FOR SCREENING. SEE NOTE 4 Li OC X r O J 3 z W O 0_ O r zo Iri ro w P- X ry O ry r 2 U _-J m 1 8A .A a z W - Z 4I a u) w. J 8.625" 0 N 777 I Iz I I 13 co I--Ld I I I I w I 1n 1 1 12 1 L-_J SEE STRUCTURAL n I r z w >w ww U Q U aN W Q Of Z w Z w w ,,r V) Z Ld J Q 2 w tz z W J 00 D_ D_ O 1- 0 L6 11) NOTES: 1. NEW REPLACEMENT POLE TO BE PAINTED PER TOWN OF ORO VALLEY REQUIREMENTS. 2. ANTENNAS AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH LIGHT POLE COLOR. 3. WHERE EXISTING CONCRETE IS TO BE REMOVED, CONTRACTOR SHALL FOLLOW THE EXISTING CONCRETE CONTROL JOINTS AND REPLACE AND FINISH NEW CONCRETE WORK TO MATCH EXISTING SURROUNDING SIDEWALKS. 4. NEW LANDSCAPE TO COMPLY WITH TOWN OF ORO VALLEY LANDSCAPE ORDINANCE ELEVATION KEYED NOTES: 1. NEW 35.6' TALL (8.625" DIA.) REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN ON TOP TO SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. 2. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE @ 33'-2" RAID CENTER 3. NEW LOCATION OF REPLACEMENT LIGHT FIXTURE 4. NEW LESSEE OWNER & EMERGENCY PLAQUE ON EQUIPMENT CABINET 5. NEW LESSEE MILBANK METER PEDESTAL PER PROVIDER SPECIFICATIONS (THIS NEW METER IS APPROXIMATELY 7.5 CUBIC -FOOT) 6. NEW LOW PROFILE EQUIPMENT CABINET MOUNTED ON NEW CONCRETE SLAB 7. EXISTING LIGHT POLE (8.4" DIA.), LIGHT ARM, FIXTURE & ITS FOUNDATION TO BE REMOVED AND REPLACED WITH NEW LIGHT POLE (BEYOND) 8. EXISTING TREE (TYP.) 9. EXISTING SHRUB (TYP.) 10. EXISTING CONCRETE SIDEWALK TO REMAIN 11. NEW LIGHT POLE CONCRETE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHER FOR DETAILS 12. NEW U.G. CONDUIT FOR COAXIAL CABLE RUN FROM CABINET TO NEW LIGHT POLE 13. NEW U.G. CONDUIT FROM EXISTING ELECTRICAL VAULT TO NEW LIGHT POLE 14. NEW GPS ANTENNA 15. NEW LANDSCAPE SHRUB TO MATCH EXISTING (TYP. OF 3) FOR SCREENING. SEE NOTE 4 J O o_ O J 0 2 w Of 0 LL 0 r O M NOTES: 1. NEW REPLACEMENT POLE TO BE PAINTED PER TOWN OF ORO VALLEY REQUIREMENTS. 2. ANTENNAS AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH LIGHT POLE COLOR. 3. WHERE EXISTING CONCRETE IS TO BE REMOVED, CONTRACTOR SHALL FOLLOW THE EXISTING CONCRETE CONTROL JOINTS AND REPLACE AND FINISH NEW CONCRETE WORK TO MATCH EXISTING SURROUNDING SIDEWALKS. 4. NEW LANDSCAPE TO COMPLY WITH TOWN OF ORO VALLEY LANDSCAPE ORDINANCE I I I 1 I I -,Do 13 1 I D- I I 12 00 N w Ld I 11 Ln SEE STRUCTURAL CLIENT: venzon%/ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: p SiinoDesign 16616 EAST PALISADES BOULEVARD UNIT #102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836. 1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: DRAWING AFPROVALS (SIGNATURES) SITE ACQUISITION/PROPERTY CONSTRUCTION MANAGER VEEIZON WIFELESS RF ENGINEER LANDLORD APPROVAL DRAWN BY. JNGO CHECKED BY: CMS SCHEDULE OF REVISIONS NOI DATE DESCRIPTION BY 4 08/04/16 CITY COMMENTS CMS 3 04/01/16 CITY COMMENTS CMS 2 01/26/16 CITY COMMENTS CMS 1 08/26/15 CM/RF/RE COMMENTS CMS SITE NAME: TUC VENTANA SC SITE ADDRESS: 1910 112 E. IWNOVATION PARK DR ORO VALLEY. A2 85755 SEAL: SHEET TITLE: ELEVATIONS SHEET NUMBER: A-3 SOUTHWEST ELEVATION 11"xJ4" SCALE: 1/4" = 1'-0" 1 NORTHWEST ELEVATION H "zi7" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' 22"z34" SCALE: 1/4" 11"x 17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' 2 SINGLE CONDUIT TRENCH KEYED NOTES: • 1. MATCH EXISTING SURFACE AND MATERIAL, SEE PCDOT TRAFFIC ENGINEERING SD-216 FOR DETAILS 2. FINISHED GRADE 3. BACKFILL MATERIAL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY / TOWN OF ORO VALLEY SPECIFICATIONS AND DETAILS 4. DETECTABLE WARNING TAPE 18" ABOVE CONDUIT 5. SHORING, OR SLOPE SIDES PER OSHA REQUIREMENTS 6. BEDDING MATERIAL SHALL CONSIST OF CLASS B PORTLAND CEMENT CONCRETE WHEN REQUIRED BY SECTION 975-3.01 (G) 7. PLASTIC CONDUIT SPACERS, INSTALL CONDUIT AS REQUIRED TO MAINTAIN CONDUIT AUGMENT. TIE DOWN SPACERS TO PREVENT DISPLACEMENT DURING ENCASEMENT. S. PVC CONDUIT PER SITE PLAN SPECIFICATION o i7 NOTES: 1. THIS DETAIL NOT APPLICABLE TO WATER LINE(S) 2. REFER PCDOT DETAIL # 3" FO-100 TYPE 1 FOR MORE MIN. DETAIL SINGLE CONDUIT TRENCH DETAIL CABINET CONCRETE SLAB KEYED NOTES: 3" z MIN. N.T.S.1 1 1. OUTLINE OF CABINET. 2. 4/4" CHAMFER EDGE (TYP.) 3. LOCTION OF 3/4" 0 HOLE (TYP.) 4. USE ITW RED HEAD TRUBOLT + WEDGE ANCHOR Y2" DIA. ANCHOR BOLT W/ 3Y4" MIN EMBEDMENT (TOTAL 4); VERIFY SIZE W/ MANUFACTURER SPECS. 5. 3" REINFORCEMENT CLEARANCE FROM SLAB PERIMETER 6. NATURAL SOIL 7. 6" THK. MIN. CRUSHED STONE OR COMPACTED GRANULAR FILL 8. FINISHED GRADE LEVEL 9. 6" THK. SLAB W/ #4 @ 12" O.C. EACH WAY; SLAB FINISH 3" ABOVE GRADE 10. CUTOUT IN FLOOR FOR COAXIAL CABLE STUB -UP 11. CUTOUT IN FLOOR FOR FIBER AND POWER STUP-UP NOTE: VERIFY DIMENSIONS WITH CABINET MANUFACTURER ALONG WITH LOCATION OF BASE FRAME CONNECTIONS. 2-4 -T PLAN VIEW DOOR 0 101 ELEVATION VIEW io M !6"62'-4" ?76 76 SLAB DETAD. CABINET CONCRETE SLAB DETAIL MULTIPLE CONDUITS TRENCH KEYED NOTES: 1. MATCH EXISTING SURFACE AND MATERIAL, SEE PCDOT TRAFFIC ENGINEERING SD-216 FOR DETAILS 2. FINISHED GRADE 3. BACKFILL MATERIAL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY / TOWN OF ORO VALLEY SPECIFICATIONS AND DETAILS 4. DETECTABLE WARNING TAPE 18" ABOVE CONDUIT 5. SHORING, OR SLOPE SIDES PER OSHA REQUIREMENTS 6. BEDDING MATERIAL SHALL CONSIST OF CLASS B PORTLAND CEMENT CONCRETE WHEN REQUIRED BY SECTION 975-3.01 (G) 7. PLASTIC CONDUIT SPACERS, INSTALL CONDUIT AS REQUIRED TO MAINTAIN CONDUIT AUGMENT. TIE DOWN SPACERS TO PREVENT DISPLACEMENT DURING ENCASEMENT. 8. PVC CONDUITS PER SITE PLAN SPECIFJCATIOV- .. NOTES: �c 1. THIS DETAIL NOT APPLICABLE TO WATER LINE(S) 2. REFER PCDOT DETAIL # MIN. MIN FO-100 TYPE 1 FOR MORE II 3" DETAIL -�f _ MIN. MULTIPLE CONDUITS TRENCH DETAIL OWNER SIGN KEY NOTES: 6" WIDE 4" HIGH SIGN WITH WHITE LETTERS ON WHITE BACKGROUND 6" ik This is an Antenna Site Site ID: For information, call: 800-264-6620 NOTE: ALL FACILITY PLAQUES TO BE MOUNTED AT EQUIPMENT CABINET OWNER SIGN BATTERY WARNING SIGN KEY NOTES: 1. RED DIAMOND 2. YELLOW DIAMOND 3. BLUE DIAMOND 4. WHITE DIAMOND 5. 3" X 3" DIAMOND HAZARD SIGN NOTE: ALL FACILITY PLAQUES TO BE MOUNTED AT EQUIPMENT CABINET N.T.S.1 2 1 EMERGENCY PLAQUE DETAIL STREET LIGHT POLE WIRING DIAGRAM KEYED NOTES:® 1. LUMINAIRE 2. LEAVE 8" SLACK IN LUMINAIRE WIRE 3. TERMINAL BLOCK 4. GROUND TO LUMINAIRE POLE BASE 5. #12 TYPE THW BLACK (3' SLACK IN POLE BASE) 6. (1) #12 BARE COPPER 7. OUTLINE OF PULL BOX 8. #4 BARE COPPER (UPPER GROUND) 9. (1) #8 BARE COPPER 10. (2) TYPE THW, OR AS SPECIFIED (3' SLACK IN PULL BOX FOR EACH CONDUCTOR) REFER TOWN OF ORO VALLEY STANDARD DETAIL T-107 FOR STREET LIGHT POLE WIRE 1. (2) SINGLE POLE BUSS IN THE LINE WATERPROOF FUSE HOLDER. 600 VOLT KTK TYPE FUSE SIZE AS SPECIFIED ON OIN-LINE FUSE SIZE TABLE 2. ONLY ONE FUSE REQUIRED FOR 120V SYSTEM. USE FNM TYPE 250V FUSES FOR 120/240V SYSTEMS 3. FOR 120V SYSTEMS NEUTRAL SHALL BE WHITE. TAPE COLOR CODING NOT ACCEPTABLE 4. IN NO CASE THE FUSE SIZE SHALL BE LARGER THAN 20A FOR #12 THW COPPER (NEC ART 310) 5. IN -LINE FUSE CONNECTORS SHALL BE THREADED -LOCKING TYPE AND PROVIDE A WATERTIGHT CONNECTION -� n IN -LINE FUSE SIZES HPS LUMINAIRE WATTAGE LINE VOLTAGE 120 240 480 AMPERAGE RATING 100 4 3 1 150 6 5 250 1 5 5 400 15 I 6 Ib N.T.S.13 I STREET LIGHT POLE WIRE DIAGRAM DETAIL CLIENT: verizon✓ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL @SflnoDesign 16616 EAST PALISADES BOULEVARD UNIT #102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: N.T.S. 8 DRAWING APPROVALS (SIGNATURES) SITE ACQUISITION/PROPERTY CONSTRUCTION MANAGER VERZON GRELESS RF ENGINEER LANULOP.D APPRO'JAL DRAWN BY. JNGO CHECKED BY: CMS SCHEDULE OF RE'VISIOPJS NO DATE DESCRIPTION BY 4 OC/04/16 CITY COMMENTS CMS 3 04/01/16 CITY COMMENTS CMS 01/26/16 CITY COMMENTS CMS 08/26/15 CM/P.F/RE COMMENTS CMS SITE NAME: TUC VENTANA SC N.T.S. 4 NOT USED I N.T.S. 6 NOT USED N.T.S. 9 SITE ADDRESS: 1910 1�2 E. INNOVATION PART( DR ORD VALLEY, AZ 85755 SEAL: SHEET TITLE: CONSTRUCTION DETAILS SHEET NUMBER. N.T.S. 15 j NOT USED I N.T.S. 7 NOT USED I N.T.S. 10 A-4 verIZQllwireless Project Narrative Verizon Wireless is seeking the Town of Oro Valley's review and approval of a wireless communication small cell to be co -located on an existing street light pole (replaced with a more structurally sound pole), located within the public R.O.W. along 1910 E Innovation Park Dr. Verizon has areas within its network where they do not currently have adequate capacity for data to meet their customers' needs. The area at Innovation Park Dr. is one such area. The proposed small cell site will provide data capacity for Verizon customers who need to use their mobile devices in the immediate area. We initially contacted, on 7/3/2014, Greg Thompson, the engineer at Ventana Medical Park, and he was interested in working with Verizon. Unfortunately after months of discussions and lease review, site visit, drawings, etc., Greg's Legal Department decided not to pursue the proposal. The Town's light pole was the only other solution in the area. We tried to locate on existing verticality, so as not to introduce another monopole. I emailed Greg as a courtesy, to advise him of our proposal with the Town of Oro Valley. This proposed wireless site will consist of two antennas that will be attached to a replacement light pole. The height of the new pole will be the same as the existing height at 35.6' AGL; there will be no increase in height. The existing pole is 8.4" in diameter, and the replacement pole will be slightly larger having an 8.625" diameter. The antennas will be installed on the light pole just above the arm. The antennas will be fully enclosed within a screen, painted to match the existing color of the pole. A ` ground mounted equipment cabinet will be installed near the base of the pole, approximately 6' away. The cabinet will be painted to match the rock within the R.O.W., and screened from view using existing and proposed vegetation located within the R.O.W. The installation of this site will not substantially add to the visual mass of the pole. The installation is compatible with the structure and surrounding area, as this area is a commercial zone. I have included Verizon's Communication Plan with this submittal. It consists of existing sites, as well as proposed sites, within the area. Verizon currently has 8 Cell Sites and 2 proposed small cells within the Oro Valley/North Tucson area. The sites are depicted on the map provided, as well as geographic coordinates for each of them. Also included is a coverage map of the sites. In addition to this proposed small cell, the other location Verizon has targeted is within the Oro Valley Marketplace. This location also needs additional capacity for data use. They will be pursuing a roof top installation on Walmart, and are currently in the process of site design. Other than that, there are no further sites needed based on current engineering data. Many factors, such as population growth in the area, could impact this in the future, possibly resulting in additional solutions. ATTACHMENT 2 -AR Proposed Location A vt Ali fl LOCATION MAP VERIZON CELL TOWER (OV1600662) Attachment 1 8 7 ti 5 4 3 2 1 �A PLANA DRAWAI NG 2e3uL16 SJN Q �1 0 0 B 2a. I 3: 6 a i It 66 2xI r��l�E33�.i v" -- - � 1�12x1 — — _•— — — — — 17 d7 IN2 II 4 13. uo 2r no Itxl d[. su I:xl l2xl 12x1 12X1 MA i ER I AL NOTES AS —CABLE _ SEE BOM I�nwEss or�[aT:6c sri�inTu, �hadps. 6i [w's iox; aE Ix iA/«[6 �i TOLExAnar unl Ess orxreri:[ IC II I[o I I7L[ Ix Is:A: / YL- D61MAL x om RPSC, 6RND, RADIO CAB. 4A, LP, GY4 r vuL[ oa IRAL is-oIs - fPALII�MS ti/6d SJR NAME uE ""CHUB E" S C 21532 JN2� ire NExr as, usED ON NAME NE°4 NAME r.1"5 � :6.57C2'177 SxcEr A APPLICATION .rs cua[-�c21 s3tlat.vux I or I 4 3 2 DO NOT SCALE DRAWING 1 - •MArA�A� Aw■ �rA wuanm�+w ws:� rV,. t�: _� — �_ •we xxAwrrMa: rwwwu iiu« aw e�"wiowmo wpm: �mw:i ■I�uWruu�AlAuuayr:Au:un 30. �ts o d6 0 to PHOTOS SIMULATION QQ,o%J VERIZON CELL TOWER / INNOVATION PARK $ (OV 1600662) Attachment 3 Board/Commission/Town Council Notice Form OV Number: (\ b Board/Commission: CD (� Date of Meeting: _ > > )1 b 1 15 Day Notice Deadline: Publish in Daily Territorial Newspaper: Submission Deadline: I �11 c6 Ad in OV File: Emailed to DT: lb I �. %� Cost of Publishing: Publish Date: l d/� Publishing No: Publishing Placed in OV Folder: Affidavit of Publication: Town Clerks Copy Folder Postcard Notification Boundary: r Notification Feet: LP Total Residents: Spreadsheet placed in Folder: Date Mailed out: i� 21 HOA's Notification: Total HOA's: D 2 Date Mailed out: Property Posting: Gave to Inspectors: 2 Town Posting: Date Posted: l D) Town Website Posting: Date Posted: NOTICE OF PUBLIC MEETING Conceptual Design Review Board The Conceptual Design Review Board will hold a public meeting on Thursday, November 10, 2016, 6 p.m. Oro Valley Town Council Chambers 11000 N. La Canada Drive Oro Valley, Arizona Tier II Verizon Cellular Phone Tower for an antennae and equipment building on a replacement light pole at 1910 E. Innovation Park Drive OV1600662. The meeting will be held in the Town Council Chambers. The public is encouraged to attend and will be invited to speak. An agenda for this meeting will be made available at least 24 hours prior to meeting time and can be viewed at www.orovalleyaz.gov. For questions and additional information, please contact Chad Daines, Principal Planner at (520) 229-4896 or cdaines(a-orovalleyaz.gov 14 OCTOBER 21; 2, 16' . '. v .. .•.: ;..;-,. -.-: madeby calling (520) 724-2000 STATE OF.ARIZONA,' _- IN AND FOR THE COUNTY ORP.IMA 7.You,have the right to make, a request in the matter of TAYLOR, PRECIOUS or motion prior to any hearing that the . d.o.b 04/10/00 `' hearing be closed to ilia public Persons) under 18 years of age. DATED this day of September , No. JD20150171 2016: DCS'S NOTICE OF PUBLICATION MARK BRNOVICH HEARING ON MOTION FOR APPOINT . Attorney General MENT OF A PERMANENTS; GREGORY_M, HYNES GUARDIAN OF A MINOR CHILD Assistant Attorney General'::. (Judge Julia ICConnors) he D-IyTerritonal PUBLISH Th.- TO:TenaTaylor: parent of the above- S_pti 30, Od.7,14, 21, 2016 named child. <-:- 1.The Department of Child Safety, (DCS` NOTICE,OF1iEARING.. or the Department); by and through IN THE COURT OF THE undersigned counsel, has filed a Mom STATE OF ARMONA , tionfor Appointmentof a Permanent IN AND FOR THE COUNTY,OF PIMA , ., Guardian pursuant to Arizona Revised - Inm the atter of; SHENKAR, MIA LAYNE Statutes §§ 8-871 and B-872 and Rule :- d.o.b. 08114/2016 Person(s) under:18 years of age No 61 of the Arizona Rules of Procedure for Court JD20160638 DCS'S NOTICE OF PUBLICATION, • _ the Juvenile 2. The Court has set a Publication - Guardianship hearing on the on'the,26th' HEARING•ON DEPENDENCY PETI- - day of December, 2016 at8;30a m ,`at TION th0ima County Superior. Court, Juve-., (The Honorable Julia Connors) oils Court, 2225 I-. Ajo Way; Tucson, AZ TO: Gilid Shenkar,'p.arent of the above :.. 85713, befcre_the Honorable Julia K ' named Gold Connors for the'purpose'of'determining The Department -of Child Safety (DCS ;, whether any parent named herein is or the Department), by and through contesting the allegations ui the Motion " undersigned counsel, has filed a 3.You and your child are entitled to have " Dependency Petition pursuant to Title an attorney present at the"Hearing. You 8, of the Arizona Revised Statues, and may hire your own attorney or, 'rf you - Rule 48 of the Rules of Procedure for cannot afford an attorney and want to be I the Juvenile Court attorney, by an attoey, one may be < 1.The Court has Seta Publication appointed by the Court ` hearing on the 22nd day of December, .. , 4;You have a right to appear as a party ' - 2016 at 3:00 p.m. at the Pima County in this proceeding. You are advised that ' Superior Court, 2225 East Alo Way, TUC-, your failure to'personally appear in courf son, Arizona 85713, before Judge Julia _ at the initial hearing, pretrial conference. Connors for the purpose of determining status conference, or termination adjudi whether any parent or, guardten named cation with outgoo d cause- shown may herein is contesting the allegations in result In a finding that you have waived the Petition. your legal rights and have admd id'thie 2.You andyour chid are enured to have allegations in the Motion. In addition,"rf' an attorney present at the hearing., you you fail to appear without good cause, . may hire your own attomey or, rf you < the hearing may go forward in your • n afford anattorney and want to be ;h absence and may.rgauk in the establish ; „ ocannot represe - nted byan attomey, ne maybement of a permanent gui rdrarishrp. -i; . ~ apponted by the Court based upon the record and the ewdence 3,You have a right to appear as a party presented to the court - i in this prong You are advised that. - S. If you are receiving this Notice by t your failure 20 personally appear to courcation, publi you may obtain a copy of the at the initial hearing, pretrial confer -rice,. Motion for Appointment of a Permanent settlement conference ordependency - Guardian and Notice of Hearin g �' adjudication without cause shown. 1 good . - submitting a written request to Michael may fesuft in a fmduig that you have: ; J Vim Office of the`Attorpj waived your legal rights and have r, , Generale 4211'.South Santa Rita Avenue I admitted the allegations In the Petition: Tucson, AZ 85714. The ;assigned in,addftwn rf you fail to:appear without Child Safety Worker is Erin Walker and good cause the hearing may go forward may be reached by telephone at (520) in your absence and may result m an, , . 209-3509.. adjudxatwn of dependency, termination : 6. Requests for reasonable acoo m of your parental nights or the establisft , - modation for persons with disabilities'""" ment of a permanentyuardianship , : ,' , must be made to the court by parties at •' based upon the record,.and the evidence . least three workin da N advance of a` presented to the Court as well as an ; order of pafemity, custody, or change - scheduled court proceeding and can be ' of custody in a consolidated tamly law. - made by calling (520) 724-2000. - 7,You have the right to make a request '- ( matter and aq order for child support'rf, paternity has been established ors prior.to any hearing that the ` hearing be closed to the public.",' < 4. If you are recemnng this Notice by DATED this 22nd day of September, . puIAW00n,y0u may 040,COPY 2016.` of the Dependency Petibon Notice of Hearing and Temporary Order dby.,., ., MARK BRNOVICH Attorney General • i submitting a yvnttpn request to Danielle MICHAFI J.t%AMPOTIC ' F' L Browruigg Office of the Attorney Garr Assistant Attorney General era], 4211 South Santa,Rita Averwe, Tucson Arizona 85714_ l tie, assigned _.., , ;-PUBUSH:The Daily Territorial - - ' - Sept 30, Oct 7,14, 21;'2016 case manager is Amanda Robinson and may be reached by telephone at (520) . , Public Notices ( 407 2984 5. Requests for reasonable accom- - PUBLIC NOTICE ` must bemadet #ie99thdisaMlities trout be made to the court by parties at GHRISTIANFAWYCARE leastthree working days in.advance, of a; NOTICE OF POTENTIAL BIRTH " - scheduled court proceeding and can be, made by calling(520) 724 2000., FATHER, Notice is ghreri to'JOHN DOE that DATED this —day of September; , , Y havo been identified by CHERRI ESQUIBEL, the natural mother, as a po- 2016 MARK BRNOVICH tential fatl a of her child.dueto be born on 11/1312016 in Tucson, Pima County,' Attorney General DANIELLE ,BROWNRIGG, Arim6a"ThisNoUcefsalso'forJOHN .' DOE or airy outer person claiming to be Assistant Attorney. General PUBLISH:Ttje DaiyTerribital the father Pursuant to Arizona Revised Statutes -' Sept 30 Oct 7, Jq, 21 2016 § 8-106(G);'you are hereby informed of .:. NOTICEOFaJEARfNG. ,, INTHESUPERIORCOUFITOFTHE, ` thefollowmg 1 1. JOHN DOE, the natural mother plan www:da ilyterritorial.com i in the Public Rightsof-Way r rantee``, = thereto. Grantee's Gas System Facilities shall foCand ob �n City of are defined as critical infrastructure by apply .,. SouthTueson'such permit or permits as the federal government and as'such;= are, required by City of Sc66Tucson"to City of South?ucson`agrees'that records or be issued for other sImitar-construction ". of the location design of natural gas' or work in the Public Rightsof Way. facilities are"proprietary to'Grartee`and provided however" e s Grantehall have ' City of South Tucson shall not release -_ the'rlght to undertake w' ui delay , _ nor make -available any records to an such emergency as es necessary to ' outside party without the express wrft- z provide forand maintain the reliability-_" ' ten permission of Grantee: acid safety of its Gas System Facit toes;- 3A Grantee shall not install constnict, " If'such action is required; Grantee shall _ maintain or use its Gas System Facilities advise City of South Tucson of the - in a manner that darmages.or interferes work performed to maintain as system- with any existing facities of another ilium and apply for a permit as soon as rs ity located in Public Right -of -Way _ - pra3.5 Upon request Grantee shall provide' 32'Up6r reasonable'notice by Pity of City of South Tucson with; on an annual ' South Tucson of the proposed paving_. , basis, its known proposed capital plan of a Public Right-of-My,Grants, shall and reasonablyforeseeable future oor- review Cityof South Tucson's proposed pdor plans for all improvements in City paving plan and; ifwarranted in the' = of South Tucson's planning area. City of - Grantee's judgment; extend or replace' SouthTuesoeshall provide Grantee'with' its Gas System Facilities in order to'rea- its proposed capital improvement plan sonably avoid the need to subsequently on an annual basis cut the paved Public Right -of -Way" 3.6 If City of SouthTucson undertakes, 3.3 Construction of Grantees Gas Sys- either directly or through a contractor, tam Facilities relating to traffic control; = any construction project adjacent to • ` baiddining, compaction'and paving,, Grantee's Gas'System Fecilfties City as well as the -location or relocation of of South Tucson shall notify Grantee of Grantee's Gas System Facilities pursu- such construction project: -Grantee will ant to this Franchise Agreement shall the - take steps as are reasonably necessary' subject to regulation by the applicable`= to maintain safe conditions throughout e provisions of City of South Tucson - the construction project,' including but Municipal Code in`plaee at the time of' - not limited to the temporary'removal or installation. If a provision of City`of South barricading of Grantee's Gas System" Tucson Municipal Code is inconsistent-, Facilities; the location of which may ` with Tine"40 of ihe'Code of Federal create an unsafe condition in view of the - Regulations or airy' `other applicable ' ' equipment to be utilized or the methods' federal or Arizona state law, rule, order, of construction to be followed by City - or regulation,, then Grantee and City` of South Tucson's contractor; at City of = of South Tucson agree that Title 40 of South Tucson's cost = ' + the Code of Federal Regulations or " Section 4 - Restoration of Public Rights- the`other'epplicable federal, or Arizona of -Way state law, rule,'order or regulation shall If, in the construction maintenance or govern. Pursuant to A.R.S. §'40.360.30 ' operation of its gas system Grantee _ { and any other applicable law; Grantee damages or disturbs the surface or shall maintain installation records of the subsurface of any, public road adjoining -- location of an its Gas System Faci[Mes in"- -• public propertyorlhepublic improve s ttiePubffc Rightsof-Wayand shall give = merit located thereon; then Grantee, City of South -Tucson reasonable access , shall restore the surface or subsurface NOTICE OFPUBLIC,HEAHING y CONCEPTUAL DESIGN #iEV1EVll "BOARD *The Conceptual Design Review Board invites the community to attend a pubbt hearing on` s Thursday, November 10, 2016,-6 p.m.:, Oro Valley Town Council Chambers; :11000 N. La Canada Drive 0(ii Valley, Arizona Proposed 'drading Exceptionor th fe Sanctuary at Silverhawkiiiifdentiat, subdivision. located on the northeast comer of First Avenue"and Naranla Drive;> OV1214-07. The public is encouraged to attend and will be invited to speak An agenda for this meeting will be made available at least 24 hours prior tgthe meeting time and can'be viewed at ww'w.6rovalleyazgov. .For questions and additional inform matron, please contact Michael Spaeth Senior Planner, at'(520) 229-4812 or mspaeth@orovalleyazgov -:,NOTICE OF PUBLIC MEETING C,' ' ' 'tuai Design Review Board The Conceptual Design Review Board will hold apubbc meeting on Thursday November 10 2016 6 p.m I Oro Valley Town Council Chambers 11000 N. La Canada Drive , = ! Oro Valley, Ail -11P Tier 11 Yertzon Cellular'Phone Tower for an antennae and equipment building on.a replacement tight pole at 1910 E. Innovation Park Drive OV1600662,. The meet tin-9 will be held in the Town Council Chambers. The public Is encouraged to attend 'and willbe invited to speak An agenda for -this meeting will be made available at least 24 hours prior to meeting time and can be viewed at ww+nr.oraval- leyazgov ;Far questions "and additional information, please contact Chad Dairies, Princlpit r�a6ner at (520) 229-4B96 or cdaines@orovalleya7,gov ,. Project Name: V e ✓1 Z D l/\ W I� t L S S r t. +D w,t4l- Neighborhood Meeting The following information should be provided within 20 calendar days prior to meeting Potential Meeting Dates Pe �q 2, 2L l % Potential Meeting Locations: Type of Application: Process for Application: ftwICi) tk,0VVXkxrS e v- Z Crvi Y-vi L-,-o C(Uh on F�,c4 LJ-L Mailing radius: Expected Attendance: Town Council Availability Email Date: 3 2—v l -7 Date Approved: 13 2 0 f Project Fact Sheet Provided: 2-0 t —Property Posting Text Provided: 201 - Site Plan or Location Map: I I 2 0 Process Flowchart Provided: Date notice given to you: 15 day Notice Deadline: i I I (� I �LlJ Total Residents Noticed: '67 Date Mailed Out: 1-1 ➢ Added to Planning Project Page: 3) 1 -7 ➢ Event added to Town Calendar: i 1 l -a-) Z -) ➢ Posted on Planning Division Calendar: 11 I a ) ) 7 ➢ Emailed to Staff: ➢ Property Notice: ( I. I ➢ Emailed to Board/Commission: C O ,R 6 Odn ➢ Emailed to Town Clerks office for posting: 1 11� Alternative 2 Alternative 1 BEFORE NORTH WEST VIEW AFTER very onwireless Proposed Verizon Small Cell Fact Sheet Verizon Wireless is seeking the Town of Oro Valley's review and approval of a wireless communication small cell to be co -located on an existing street light pole (replaced with a more structurally sound pole), located within the public R.O.W. along E Innovation Park Dr. Verizon has areas within its network where they do not currently have adequate capacity for data to meet their customers' needs. These areas are typically high traffic areas, with lots of new development. The area at Innovation Park Dr. is one such area. When this area is at its busiest, the nearby macro site simply cannot handle the capacity, and customers aren't able to use their wireless devices. The proposed small cell allows for added data capacity in this area. This proposed wireless site will consist of two antennas that will be attached to a replacement light pole. The height of the new pole will be the same as the existing height at 35.6' AGL; there will be no increase in height. The existing pole is 8.4" in diameter, and the replacement pole will be slightly larger having an 8.625" diameter. The antennas will be installed on the light pole just above the arm. The antennas will be fully screened from public view, per comments from staff/Ordinance, and painted to match the existing color of the pole. A ground mounted equipment cabinet will be installed near the base of the pole, approximately 6' away. The cabinet stands 2'-9" tall, and will be painted to match the rock within the R.O.W., and screened from view using existing and proposed vegetation located within the R.O.W. The installation of this site will not substantially add to the visual mass of the pole. The installation is compatible with the structure and surrounding area, as this area is a commercial zone. A photo simulation depicting what the site would look like is provided below. Also provided below is a map showing 3 possible locations identified by the Verizon engineer as potential poles which would achieve his capacity objective. NEIGHBORHOOD MEETING SIGN -IN SHEET PROJECT NAME: V-et_('Z0y4 Ql�t DATE: NAME ADDRESS vAl A 0 BEFORE NORTH WEST VIEW AFTER ';. •w f.p �, • �� t��I s9; L ^t.L�" ,+y f. i ��P�s>? � � a• >•F ti, MAWNPA.4� :�. '�. mac.. -�tii ,� .,�i, " v' � y •. - I K jig • r "R, / 1 ' R' .tjdmFo V@IY "Wireless Project Narrative Verizon wireless is seeking the Town of Oro Valley's review and approval of a wireless communication site to be co -located on an existing street light pole located within the public R.O.W. along 1910 E Innovation Park Dr. Verizon has areas where they do not currently have adequate cellular coverage to meet their customers' demands. The area around Innovation Park Dr. is one such area. The proposed cellular site will provide data capacity for Verizon customers who need to use their mobile devices in the area. This site will provide added capacity to an area with an approximate radius of between 500' and 1,000'. Currently there is one other small cell planned in Oro Valley, at the Walmart at Oro Valley Marketplace. This proposed cellular site will consist of two antennas that will be located on a replacement light pole. The antennas will be installed on the light pole just above the light standard. The antennas will be fully enclosed within a screen. The antenna installation will not substantially raise the height of the existing light pole. An equipment cabinet will be installed on the ground near the pole. The cabinet will be screened from view using existing vegetation. The installation of this site will not substantially add to the visual mass of the pole. The installation is compatible with the structure and surrounding area as this area is a commercial area. MAR 10 2016 U ANTENNA PLAN KEYED NOTES: 1. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE O 33'-6" RAD CENTER. 2. NEW REPLACEMENT LIGHT POLE (BELOW) WITH ANTENNA SCREEN TO SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. 3. NEW LIGHT POLE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHERS. 4. NEW LOCATION OF REPLACEMENT LICHT ARM, FIXTURE TO MATCH EXISTING AND COMPLY WITH CITY OF ORO VALLEY AND PIMA COUNTY STANOARO DETAILS FOR PUBLIC IMPROVEMENTS. 5. TEMPORARY 2'0 MICROWAVE DISH O 27'-5" RAD CENTER (AZIMUTH TO BE DETERMINED) 2'-4' DIA. 2>11 l 4 3 Br NEW LIGHT POLE AND ANTENNA LAYOUT ' NTS 12 ,�- 2'-4" DIA. --� ANTENNA SECTION KEYED NOTES: 1. NEW (2) ANTENNAS. 2. NEW RE ANTENNA SCREEN. SEE STRUCTURAL DRAWING BY OTHERS. 3. NEW REPLACEMENT LIGHT POLE. SEE STRUCTURAL DRAWING BY OTHERS. 4. REPLACEMENT LIGHT ARM, H FN AR D PLAN KEYED NO TO METER PEDESTAL SEE DETAIL 3 ON SHEET A-4. FINAL SITE O LOCATION OBE DETERMINED BY PROVIDER. 1. NEW EN,36'-0" SE TALL REPLACEMENT LIGHT POLE RS. ANTENNA B. NEW U.C. CONDUIT FROM EXISTING ELECTRICAL VAULT TO SCREEN, SEE STRUCTURAL DRAWING BY OTHERS. NEW LIGHT POLE, SEE DETAILS 1 I a ON SHEET T) 2. NEW U.G. CONDUIT FOR POWER RUN FROM METER PEDESTAL 9. NEW LOW PROFILE EQUIPMENT CABINET (SUN WEST) TO NEW CABINET, SEE DETAIL 3 ON SHEET A-4 AND SEE MOUNTED ON NEW 2'X7' PRECAST CONCRETE SLAB, SEE ELECTRICAL DRAWING FOR DETAIL DETAIL 2 ON SHEET A-4. 3. NEW METER PEDESTAL LOCATION, SEE ELECTRICAL 10. EXISTING LIGHT POLE, LIGHT ARM, FIXTURE & ITS DRAWINGS FOR DETAILS. FOUNDATION TO BE REMOVED AND REPLACED WITH A NEW 4. NEW U.G. CONDUIT FOR FIBER RUN FROM SITE VAULT TO POLE VATH NEW ANTENNA ARRAYS. NEW CABINET, SEE DETAIL 3 ON SHEET A-4. 11. EXISTING U.G. POWER LINE TO BE REMOVED. 5. NEW TRAFFICE RATED FIBER SITE VAULT. FINAL LOCATION 12. EXISTING ELECTRIC VAULT TO REMAIN. TO BE DETERMINED BY PROVIDER. 1I EXISTING U.C. POWER LINE PER BLUE STAKE MARKING TO 6. NEW U.C. CONDUIT FOR FIBER RUN FROM MEET POINT REMAIN. VAULT TO SITE VAULT, SEE DETAIL 3 ON SHEET A-4. 14. EXISTING U.C. GAS LINE PER BLUE STAKE MARKING. FINAL LOCATION TO BE DETERMINED BY PROVIDER. 15. EXISTING STREET CURB TO REMAIN. 7. NEW U.G. CONDUIT FOR POWER RUN FROM POWER SOURCE 16. EXISTING CONCRETE SIDEWALK TO REMAIN. 4( 15 / / y x, 40/ tv 5. TEMPORARY 2 0 MICROWAVE D S O / 27'-5" RAO CENTER (AZIMUTH TO BE /J DETERMINED) 4 3 ?N I y 14 THE POLE SECTION, LIGHT ARM h FIXTURE / SHOWN HERE ARE FOR INFORMATION ONLY. /d / 5 REFER TO STRUCTURAWI L DRANGS BY OTHERS FOR POLE REPLACEMENT DETAILS ANTENNA SECTION DETAIL NTS 2 / NOTE. II.8" / d CONTRACTOR TO VERIFY FOR FINAL RE DATA SHEETS WITH (` / CONSTRUCTION MANAGER PRIOR TO AN V CONSTRUCTION. NEW ANTENNA h COAXIAL CABLE TABLE SECTOR AZIMUTH rE (FT) 10 LINE OFISIZE L (FT) COAX TYPE ALPHA 55' 33'-6' 4 y[ ±45. LOF4-50A BETA 145' 33'-6' 4 y[ ±45 LOF4-SOA i (v o / SIOE�KE�� NEW ANTENNA & COAXIAL CABLE SPECS. NTS 3 ENLARGED SITE PLAN 0 h NOTES. EUENT; 1. NEW REPLACEMENT POLE BE PAINTED PER \ / CITY OF ORO VALLEY REQUIREMENTS. \✓/ 2. ANTENNAS AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH LICH POLE COLOR. WOMMwlreless 3. WHERE EXISTING CONCRETE IS TO BE ��� �1�� REMOVED, CONTRACTOR SHALL FOLLOW THE 12. IPE-I NIBs]9] EXISTING CONCRETE CONTROL JOINTS AND RNoue .4o.zsx.n]a REPLACE AND FINISH NEW CONCRETE WORK ��+ wNAcwErrt rRoasslaru: TO MATCH EXISTING SURROUNDING SIDEWALKS S" D lino -s J' ,ee,e rwm /lox BauEEVAno EouRnw us..11- B12. TR4INEERMP coxslAvx.:.mu FFR' E LTC vxwEOI-zrye]mIN -LEN eo sw.0 I CRANING A'PROVAIS (SIGNATURES) I STE AClX STION/F-ERn CONs?Rucnory uANACER WRIZON vARIT55 RF fN$INEER -B-B APPROVAL GRAM NGC Y -EDBY. .1 SCHEDUtF OF RERSIDNS i I nB/Jfi/t5 CAI/ftfjRE C(14gENTS C 11 -/O3/;5 RENEW F TUC_VENTANA_SC 1910 1/2 E VNOVATOO PARK DR. ORD VALLIY, AZ 65755 ENLARGED SITE PLAN S III T B- A-2 ELEVATION KEYED NOTES: O 1. NEW 36'-0" TALL REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN ON TOP TO SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. 2. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE O 33'-6" RAD CENTER 3. NEW LOCATION OF REPLACEMENT LIGHT FIXTURE 4. NEW LESSEE FIT, OWNER At EMERGENCY PLAQUE ON REPLACED POLE 5. NEW LESSEE MILBANK METER PEDESTAL PER PROVIDER SPECIFICATIONS (THIS NEW METER IS APPROXIMATELY 7.5 CUBIC -FOOT) 6. NEW LOW PROFILE EQUIPMENT CABINET (SUN WEST) MOUNTED ON NEW 2'X7' PRECAST CONCRETE SLAB. 7. EXISTING LIGHT POLE, LIGHT ARM, FIXTURE k ITS FOUNDATION TO BE REMOVED AND REPLACED WITH NEW LIGHT POLE (BEYOND) S. EXISTING TREE (TYP.) 9. EXISTING SHRUB (TYP.) 10. EXISTING CONCRETE SIDEWALK TO REMAIN 11. EXISTING STREET CURB TO REMAIN 12. NEW LIGHT POLE CONCRETE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHER FOR DETAILS 13. NEW U.G. CONDUIT FOR COAXIAL CABLE RUN FROM CABINET TO NEW LIGHT POLE 14. TEMPORARY 2'0 MICROWAVE DISH O 27'-5' RAD CENTER (AZIMUTH TO BE DETERMINED) 1. NEW REPLACEMENT POLE TO BE PAINTED PER CITY OF ORO VALLEY REQUIREMENTS. 2. ANTENNAS AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH LICH POLE COLOR. 3. WHERE EXISTING CONCRETE IS TO BE REMOVED, CONTRACTOR SHALL FOLLOW THE EXISTING CON ORE TE CONTROL JOINTS AND REPLACE AND FINISH NEW CONCRETE WORK TO MATCH EXISTING SURROUNDING SIDEWALKS NEW SOUTHWEST ELEVATION ELEVATION KEYED NOTES: ® `uENt' / 1. NEW E" TALL REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN ON TOP TO // SCREENEN NEW ANTENNAS. SEE STRUCTURAL DRAWING BY OTHERS. 2. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE O 33'-6' RAD CENTER wireless 3. NEW LOCATION OF REPLACEMENT LIGHT FIXTURE lze 1 °Rnc 4. NEW LESSEE RF, OWNER & EMERGENCY PLAQUE ON REPLACED POLE w6f cEM 1EYPE AxtzoraA esxcs 5. NEW LESSEE MILBANK METER PEDESTAL PER PROVIDER SPECIFICATIONS (THIS Halle eao.JszJza NEW METER IS APPROXIMATELY 7.5 CUBIC -FOOT) °E-1 MNAAEMENT P0.pL4aNN: 6. NEW LOW PROFILE EQUIPMENT CABINET (SUN WEST) MOUNTED ON NEW 2'X7' PRECAST CONCRETE SLAB. aSIInODeslgn 7. EXISTING LIGHT POLE, LIGHT ARM, FIXTURE & ITS FOUNDATION TO BE REMOVED 7 AND REPLACED WITH NEW LIGHT POLE (BEYOND) taste usr PwsnEs eou�vAno B. EXISTING TREE (TYP.) u- /t°z 9. EXISTING SHRUB (TYP.) °°°NTR y0t�aszs° 10. EXISTING CONCRETE SIDEWALK TO REMAIN 11. NEW LIGHT POLE CONCRETE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHER _ _ FOR DETAILS ENMNFLRWc roNsuLT 12. NEW U.G. CONDUIT FOR COAXIAL CABLE RUN FROM CABINET TO NEW LIGHT POLE ERION EN �INEERIN�. LLC 13, NEW U.C. CONDUIT FROM EXISTING ELECTRICAL VAULT TO NEW LIGHT POLE �twNe 14. TEMPORARY 2'0 MICROWAVE DISH O 27'-5' RAO CENTER (AZIMUTH TO BE DETERMINED) . ev.Tez.eeee MoaiE..eo.s.o..sT Iyy 3 ORAWNG APPROVALS (SIGNATURES) ��I 14 .. I a Sin ACCI➢S,CSj TER LL I z L5 L°NSFILITEN M.-I K C i WR ZMa MRF ESP RF EN°.NEFF ANOLCRD APPROVAL DRAWN 91', 2 ..' CNEm RY_ CMS SCHEDULE OF REVISIONS W It PATE DESCRIPTION BY w d 3 g K , J I GF/26/15 CM/RF/NE COMMENTS CMS :1 n g li I� 1 j 0 08/D9/15 ft:NEW LM'. xl 5 AlE NAME: " a w TUC VENTANA SC n 6 I'll npVATION 10 * '1 ■ 1910 1/2 C_ INNOVATION PARK DR_ ORO VALLEY, Al 95755 UN i I omm ` 13 j I I 12 I I I I NOTES; I I 1. NEW REPLACEMENT POLE TO BE PAINTED PER CITY OF ORO VALLEY REQUIREMENTS. 2. ANTENNAS AND MOUNTING HARDWARE SHALL 111ITT TIE_ BE PAINTED TO MATCH UGH POLE COLOR. 3. WHERE EXISTING CONCRETE IS TO BE REMOVED, CONTRACTOR SHALL FOLLOW THE EXISTING CONCRETE CONTROL JOINTS AND ELEVATIONS REPLACE AND FINISH NEW CONCRETE WORK TO MATCH EXISTING SURROUNDING SIDEWALKS S111 NUIIEI NEW NORTHWEST ELEVATION ;' "° �`"LE` t"' t''°, t'xt J' SCALE: 1/4 t'-P' O J Q 1 0 4 2 A-3 SINGLE CONDUIT TRENCH KEYED NOTES, 1. MATCH EXISTING SURFACE AND MATERIAL, SEE PCDOT TRAFFIC ENGINEERING SO-216 FOR DETAILS 2. FINISHED GRADE 3. BACKFILL MATERIAL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY / CITY OF ORO VALLEY SPECIFICATIONS AND DETAILS 4. DETECTABLE WARNING TAPE 18" ABOVE CONDUIT 5. SHORING, OR SLOPE SIDES PER OSHA REQUIREMENTS fi. BEDDING MATERIAL SHALL CONSIST OF CLASS B PORTLAND CEMENT CONCRETE WHEN REQUIRED BY SECTION 975-3.01 (G) 7. PLASTIC CONDUIT SPACERS, INSTALL CONDUIT AS REQUIRED TO MAINTAIN CONDUIT AUGMENT. TIE DOWN SPACERS TO PREVENT DISPLACEMENT DURING ENCASEMENT. B. PVC CONDUIT PER SITE PLAN SPECIFICATION 2 1 3 5 4 • e ^i j 6 NOTES: 1. THIS DETAIL NOT APPLICABLE 7 TO WATER UNE(S) 2. REFER PCDOT DETAIL III FO-100 TYPE 1 FOR MORE IN MIN. DETAIL SINGLE CONDUIT TRENCH DETAIL CABINET CONCRETE SLAB KEYED NOTES: O 1. OUTLINE OF CABINET. 2. �" CHAMFER EDGE (TYP.) 3. LOCTION OF 31,"0 HOLE (I M.) 4. USE ITW RED HEAD TRUBOLT + WEDGE ANCHOR YA" DIA. ANCHOR BOLT W/ 3Y4" MIN EMBEDMENT (TOTAL 4); VERIFY SIZE W/ MANUFACTURER SPECS. 5. 3" REINFORCEMENT CLEARANCE FROM SLAB PERIMETER 6. NATURAL SOIL 7. 6" THK. MIN. CRUSHED STONE OR COMPACTED GRANULAR FILL 8. FINISHED GRADE LEVEL 9. 6" THK. SLAB W/ p4 ® 12" O.C. EACH WAY; SLAB FINISH 3" ABOVE GRADE 10. 4"X4" CUTOUT IN FLOOR FOR COAXIAL CABLE STUB -UP 11. 6"%8" CUTOUT IN FLOOR FOR FIBER AND POWER STUP-UP N4IE 2'-0" =1l VERIFY DIMENSIONS � WITH CABINET 10 MANUFACTURER I ALONG WITH � LOCATION OF BASE FRAME CONNECTIONS. L� �J 1 3 4 fr L �J . PLAN VIEW •I ELEVATION VBiW y 5 n 9 3" e 7 MULTIPLE CONDUITS TRENCH KEYED NOTES: 1. MATCH EXISTING SURFACE AND MATERIAL, SEE PCDOT TRAFFIC ENGINEERING SD-216 FOR DETAILS 2. FINISHED GRADE 3. BACKFILL MATERIAL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY / CITY OF ORO VALLEY SPECIFICATIONS AND DETAILS 4. DETECTABLE WARNING TAPE 18" ABOVE CONDUIT 5. SHORING. DR SLOPE SIDES PER OSHA REQUIREMENTS 6. BEDDING MATERIAL SHALL CONSIST OF CLASS B PORTLAND CEMENT CONCRETE WHEN REQUIRED BY SECTION 975-3.01 (C) 7. PLASTIC CONDUIT SPACERS, INSTALL CONDUIT AS REQUIRED TO MAINTAIN CONDUIT AUGMENT. TIE DOWN SPACERS TO PREVENT DISPLACEMENT DURING ENCASEMENT. 8. PVC CONDUITS PER SITE PLAN SPECIFJCATI%L, Q h 8 - 6 NOTES; 1. THIS DETAIL NOT APPLICABLE 7 TO WATER LINES) 2. REFER PCDOT DETAIL • 3• .311N. MIN. FO-100 TYPE i FOR MORE DETAIL 3. 7• MIN. MULTIPLE CONDUITS TRENCH DETAIL OWNER SIGN KEY NOTES' ® B" 1. 8" WIDE 4" HIGH SIGN WITH WHITE LETTERS ON RED BACKGROUND 1 VERIZON WIRELESS 2 HIGH ISGN WITDE X 7-H ONLY LETTERS ON WHITE BACKGROUND 2 IN CASE OF EMERGENCY CALL 800-264-6620 NOTE, ALL FACILITY PLAQUES TO BE 9.. MOUNTED AT 5'-0" A.F.F. OWNER SIGN N.T.S. RF NOTCE SIGN NOTES: 1. (QTY 1) SIGN SHALL BE MOUNTED ON LIGHT POLE _ 12 2. RF NOTICE SIGN SHALL BE PLACED 5'-0" FROM THE FINISH GRADE R,dl, h,qu... y bald, beyond IbM p,],t mry.Ncead Ib. FCC gene,,] pubil., „u ft1t. a,.. Np.. �.Im..m ao e�+a+�•• NOTE, AFACILITY PLAQUES TO BE MOUNTED AT 5'-0" AF.F. CABINET CONCRETE SLAB DETAIL N.TS. 2 1 RF NOTICE SIGN STREET LIGHT POLE WIRING DIAGRAM KEYED NOTES, 1. LUMINAIRE O 2. LEAVE B" SLACK IN LUMINAIRE WRE 3. TERMINAL BLOCK 4. GROUND TO LUMINAIRE POLE BASE S. /12 TYPE THW BLACK (3' SLACK IN POLE BASE) 6. (1) Hit BARE COPPER 7. OUTLINE OF PULL BOX B. (4 BARE COPPER (UPPER GROUND) 9. (1) 08 BARE COPPER 10. (2) TYPE THW, OR AS SPECIFIED (3' SLACK IN PULL BOX FOR EACH CONDUCTOR) CITY OF ORO VALLEY STANDARD T-107 FOR STREET LIGHT POLE WARE (2) SINGLE POLE BUSS IN THE LINE WATERPROOF FUSE HOLDER. 600 VOLT KTK TYPE FUSE SIZE AS SPECIFIED ON OIN-LINE FUSE SIZE TABLE ONLY ONE FUSE REQUIRED FOR 120V SYSTEM. USE FNM TYPE 250V FUSES FOR 120/240V SYSTEMS FOR 120V SYSTEMS NEUTRAL SHALL BE WHITE. TAPE COLOR CODING NOT ACCEPTABLE IN NO CASE THE FUSE SIZE SHALL BE LARGER THAN 20A FOR 012 THW COPPER (NEC ART 310) IN -LINE FUSE CONNECTORS SHALL BE THREADED -LOCKING TYPE AND PROVIDE A WATERTIGHT CONNECTION IN -LINE FUSE SIZES STREET LIGHT POLE WIRE DIAGRAM DETAIL NOT USED NOT USED NOT USED NOT USED CLIENT Yleflimm.reless 1121 I1igvnlnagi rN . 52 2Y gF516K MNNOENENI PRURSIIXW: aSiinoDesignll ]„te Ausno[s Ra.AFVNm uxrt /tm ERION N NEERING. LLC E. I ORAWNG APPROVALS (9GNATURES) I 91E ACCE's IMI/P-R, CMEFECTFN NA-M NN17ON ARELM RF ENCINFER LANDLORD ANiNTIVK ORANN FIT NW CNECIIEO BT: .1 SCHEDULE OF REVISIONS NOI DATE DESCRIP➢ON By I ON/26/t5 ', f.N/RF/RE COMMENTS CM 0 nN/mp" ,IF+:-w CN TUC_VENTANA_SC SITE ADDR- 1910 t/2 E INNOVATION PARK DR. ORO VALLEY, AZ 65755 S1 E 1 TITLE. CONSTRUCTION DETAILS .11T A-4 MOORE R o a RD VICINITY MAP P9 0 5�l os �= SITE �F U O _= o z venzonl/ TUC _VENTANA_SC 1910 1/2 E. INNOVATION PARK DR. ORO VALLEY, AZ 85755 AP N N O . R.O.W. Two working days before you dig, CALL FOR THE BLUE STAKE! 1 (602) 263-1100 or 1 (800) STAKE -IT (782-5348) (OUTSIDE MARICOPA COUNTY) NORTH_ DRIVING DIRECTIONS SUMMARY: FROM VERIZON OFFICE AT 126 W. GEMINI DR., TEMPE: TAKE 1 10 EAST TOWARD TUCSON; TAKE EXIT 240 FOR TANGERINE ROAD; TURN LEFT ONTO W TANGERINE ROAD; USE THE LEFT TWO LANES TO TURN LEFT ONTO E INNOVATION PARK DRIVE AND THE DESTINATION WILL BE ON THE RIGHT AT 1910 E. INNOVATION PARK DRIVE; ORO VALLEY, ARZONA. GENERAL NOTES THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT AS SET FORTH IN THE CONSTRUCTION DRAWINGS, CONTRACT DOCUMENTS AND THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT FXCUSF SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH PIE IN`EN' OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOHFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK UNLESS OTHERWISE DIRECTED. SITE LOCATION INFORMATION SITE NAME: TUC_VENTANA_SC SITE ADDRESS: 1910 1/2 E. INNOVATION PARK DR, ORO VALLEY, AZ 85755 APN NUMBER: R.O.W. SITE COORDINATES: LATITUDE: 32' 26' 17.8" N. (NAD 83) LONGITUDE 110' 56' 39.5" W (NAD 83) ELEVATION: 2,813.3' (AMSL) (NAVD 88) CURRENT ZONING: R.O.W. - NOT ZONED APPLICANT: VERIZON WIRELESS 126 WEST GEMINI DR. TEMPE, AZ 85283 CONTACT: KEVIN -ORRY PHONE: (602) 526-5136 PROPERTY OWNER: TOWN OF ORO VALLEY OWNER CONTACC TBD CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHCRITIFS. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2012 INTERNA,IONAL BUILDING CODE (IBC) 2011 NATIONAL ELEC-RTCAL CODE (NEC) ANSI/EIA-222-C STRUCTURAL STEEL STANDARDS FOR STEEL ANTENNA TOWERS AND SUPPORTING STRUCTURES STANDARD LOCAL BUILDING CODE(S) CITY AND/OR COUNTY ORDINANCES JURISDICTION: TOWN OF ORO VALLEY PROJECT TEAM CLIENT: VERIZON WIRELESS 126 WES- GEMINI DRIVE TEMPE, ARIZONA 85283 CONSTRUCTION MANAGER: KEVIN FORRY MOBILE: (602) 526-5136 RE ENGINEER: SYED NAQVI REAL ESTATE: CHRISTAL CANADA M.OB:LE: (949) 274-6961 REAL ESTATE INSITE INC. CONSULTANT: 2035 E GONDOLA LN. GILBERT, AZ 85234 CONTACT: CHRISTINE TUCKER MOBILE: (480) 586-5180 TUCKERMNSI'E-INC.COM A&E DESIGN SIAO DESIGN MANAGEMENT 16616 EAST PALISADES BLVD, SUITE 102 PROFESSIONAL: FOUNTAIN HILL, ARIZONA 85268 CONTACT: CHRIS M. SIINC, MBA, MSTL, PMP MOBILE (602) 672-4311 FAX: (480) 836-1004 CIVIL ENGINEERING PNP ENGINEERING INC CONSUL TANTE CONTACT: JOSHUA Y, KANO, PE MOBIII-F: (949) 351-5020 EE CONSULIANI: EE LLC CONTACT: LOREN 'REST MORII F- 1.3n.31 7411-11RQ ACCESSIBILITY DISCLAIMER THE PROPOSED PROJECT IS AN UNOCCUPIED TELECOMMUNICATIONS FACILITY AND IS NOT TO BE ACCESSED BY THE GENERAL PUBLIC. THIS FACILITY IS EXEMPT FROM DISABLED ACCESS REQUIREMENTS PER IBC 1103.2 9 LISTED AS AN EQUIPMENT SPACE. SHEETINDEX SHEET NO. SHEET DESCRIPTION T-1 - TITLE SHEET GN-1 GENERAL NOTES GN-2 GENERAL NOTES LS-1 SITE SURVEY A-1 OVERALL SITE PLAN A-2 I ENLARGED SITE PLAN A 3 -�-'A 'ONS A-4 _' P.S-RUCTION DETAILS E-1 -. _-. CA- NO'S ONL T,- 'DIAGRAM & PANEL SCHEDULE E-3 E-4 E-5 CUT SHEETS G-1 GROUNDING PLAN G-2 GROUNDING DETAILS PROJECT DESCRIPTION THE PROJECT CONSISTS OF THE REMOVAL AND REPLACEMENT OF AN EXISTING LIGHT POLE WITH A NEW LIGHT POLE WITH LESSEE ANTENNA ARRAYS. IN ADDITION, INSTALLATION OF (1) NEW LOW PROFILE EQUIPMENT CABINET. TH'S PROJ-CT DOES NOT INCLUDE WATER OR SEWER. TH S PROJ=CT INCLUDES PERMANENT TELEPHONE AND ELECTRICAL CONNECTIONS DEVELOPMEN- AND CONSTRUCTION OF THIS PROJECT WILL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. CUENfF verizon 126 WEST GEMINI DRIVE TEMPE. ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL' WSHnoDesign 16616 EAST PALISADES BOULEVARD UNIT #102 FOUNTAIN HILLS. ARIZONA 85268 PHONE: 80 483 .lb.. 11 FAX: 480.83615 11 WWW.SIINODESION.COM ENGINEERING CONSULTANT: PNP�ENGINEERING INC. !35 SAP RNwK .IR VINE. CALI-FORNIA A 92604 'MOBILE: 9a9.351 .5020 DRAWING APPROVALS (SIGNATURES) SITE ACQUISITION/PROPERTY -ONSTRUCTION MANAGER: I . ARELESS RE ENGINEER LANDLORD APPROVAL DRAWN BY: ,NGO CHECKED BY: CMS SCHEDULE OF REVISIONS NOF DATE I DESCRIPTION BY 2 Ot/26/16 1 CITY COMMENTS CMS 1 08/ =`/RE COMMENTS CMS 0 08/09/15 2LVIEW CMS cJTI NAME: TUC VENTANA SC SHEET TITLE SHEET ..SHEET N�VBFR T-1 ., MAR 10 2016 Fl WATER VALVES - N UNDERGROUND GAS LINEGP NORTH SCALE- I'E' ��gWATER OVERALL AL 4S / / SEWER MANHOLE r ----7` --- — /� I I I / I I / I I I I o / /SEWER MANHOLE TRAFFIC \ SIGNAL—/--� VAULT TELEPHONE PEDESTAL U TILL T'r PEDESTALS ELECTRIC TRANSFORMER FIBER-OPTIC PANEL US WEST PANEL BOX -. ti P P n 2"io �o a �r xr Mb .E so PRD.ECT AREA m m, g a W r� - m 3 S V� A G RIME R z N RD VICINITY A(AP NT S. 22.7 ARM LENGTH POSITION OF GEODETIC COORDINATES LATITUDE 32' 26' 178" NORTH (NAD83) LONGITUDE 110' 56' 39.5" WEST (NAD83) GROUND ELEVATION @ 2813.E (NAVD88) DIRECTIONS TO SITEERIZO FROM THE VN WIRELESS OFFICES IN TEMPE, ARIZONA HEAD WEST ON W GEMINI DRIVE TOWARD S ASH AVENUE; TURN LEFT ONTO S ASH AVENUE; TURN RIGHT ONTO W GUADALUPE ROAD; TURN LEFT AT THE FIRFST CROSS STREET ONTO S KYRENE ROAD; TURN RIGHT ONTO W GROVE PARKWAY: CONTINUE ONTO S PRIEST DRIVE; TURN RIGHT ONTO W ELLIOT ROAD: USE THE LEFT TWO LANES TO TURN LEFT TO MERGE ONTO I-10 EAST TOWARD TUCSON- TAKE EXIT 240 GRAPHIC SCALE ( IN FEET ) I tuch = 10 (L. FOR TANGERINE ROAD; TURN LEFT ONTO W TANGERINE ROAD; USE THE LEFT TWO LANES TO TURN LEFT ONTO E INNOVATION PARK DRIVE AND THE DESTINATION WILL BE ON THE P,:GHT AT 1910 E INNOVATION PARF: DRIVE. ORO VALLEY. ARIZONA. GROLND ELEV.=2813.3' SURVEY GATE 07/27/2015 STREET LIGHT DETAIL BASIS OF BEARING c BEARINGS SHOWN HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM UNDERGROUND ARIZONA STATE PLANE COORDINATE ZONE CENTRAL, DETERMINED BY GPS OBSERVATIONS. / GAS LINE BENCHMARK: PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION FC /U OF NEE 'GEOID 1^_A' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY / OBSERVATIONS OF THE 'SMARTNET' REAL TIME NETWORK, ALL ELEVATIONS. SHOWN HEREON ARE REFERENCED TO NAVD88. vP UTILITY NOTES SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE O� �28132 DEFINITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE 2� UNDERGROUND STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION- O=p• / FC ELECTRIC LINES REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. SURVEYOR'S NOTES SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND L G�pp o DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY.13.6 2 FLOOD ZONE / �GQ za BUSHES GP ONC / cc THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE AREAS DETERMINED TO BE OUTSIDE THE 0-2% ANNUAL CHANCE FLOOCPLAIN ACCORDING TOO FEDERAL EMERGENCY LIGHT POLE �l MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP(S), MAP 10 #00000000000. DATED (TO BE REPLACED)-• / 00/00/0000 I Fc SEE DETAIL ON THIS SHEET `, LESSOR'S LEGAL DESCRIPTION / UP SUBJECT AREA OF THIS SURVEY LIES WITHIN THE TOWN OF ORO VALLEY PUBLIC RIGHT JF-WAY } FOR E. INNOVATION PARK DRIVE L _7 NG SCHEDULE "B" NOTE O SUBJECT SITE LIES WITHIN A PUBLIC RIGHT-OF-WAY FOR WHICH NO PROPERTY / TITLE REPORT 2a12.2 WAS PROVIDED IT LEGEND AP ASPHALT aSTREET LIGHT BLDG TOP OF BUILDING EO AIR CONDITIONING UNIT CONC EDGE OF CONCRETE 0 TELEPHONE MANHOLE D/W ACCESS DRIVEWAY \ FIRE HYDRANT EDP EDGE OF DIRT ROAD >lT LIGHT POLE EP EDGE OF PAVEMENT m EL ECTRICAL TRANSFORMER PC LP FACE OF CURB LIGHT POLE UTILITI" PEDESTAL NG NATURAL GRADE UTILITY VAULT R/W RIGHT OF WAY 50 POSITION OF SL STREET LIGHT GEODETIC COORDINATES SW SIDEWALK SPOT ELEVATION TREES M WATER CONTROL VALVE CURBLINES CONCRETE LIMITS — EXISTING BUILDINGS PARKING STRIPES — WATER LINES cAs GA5 GAG G GAS LINES — E —E —E —E —E — ELECTRIC LINES - - - ---= - - - -- FIBER OPTIC LINES SECTION LINES — STREET CENTERLINES ----�---RIGHT OF WAY LINES - - - - - - ADJACENT PROPERTY UNE ------------------------- EASEMENT LINES ________________________ TIE LINES - - - - - - LEASE AREA LIMITS MAJOR CONTOUR INTERVAL - MINOR CONTOUR INTERVAL llliNG TREE i NG ZEL5 A LNG IREE v TREE0. 3 �28319 TREE NG N8151 `NG f LP LBL-\ CLIENT: lie wireless 126 WEST GEMINI DR'I',- TEMPE, ARIZONA 85283 PHONE: (450) 7512-7238 ai SiinoDesignl 1u616 EAST PAUSADES BLVD, SUITE 101 FOUNTAIN HILLS, ARIZONA R526R PHONE: (480) 836-1701 FAX. (480) 836-1004 ww- dllc.bz "UPVEYING CONSULTANT. bit 412 EAST SOUTHERN AVENUE TEMPE, AR170NA 85282 (480)659-4072 DRAWING APPROVALS (SIGNATURES) SITE ACQUISIPON/PROPERTY I CONSTRUCTION MANAGER VERIZON WIRELESS RE ENGINEER LANDLORD APPROVAL DRAWN BY. RC CHECKED BY: ME SCHEDULE OF REVISIONS NO I DATE I DESCRIPTION IRY 1 08/13/15 1 NAME CHANGE IMF 0 07/31/15 PRELIM SUBMITTAL I RC SITE NAME: TUC VENTANA_SC SITE ADDRESS. 19101/2 E. INNOVATION PARK DRIVE ORO VALLEY, AZ 85755 PIMA COUNTY SEAL SITE SURVEY SHEET rJUVLEF LS-1 OVERALL SITE PLAN KEYED NOTES: 1. EXISTING STREET CURB 2. APPROXIMATE LOCATION OF EXISITNG U.G. GAS LINE PER BLUE STAKE MARKING 3. APPROXIMATE LOCATION OF EXISTING U.G. ELECTRICAL LINE PER BLUE STAKE MARKING 4. EXISTING PARKING CURB (TYP.) 5. EXISTING CMU SCREEN WALL 6. EXISTING STREET ISLAND 7. EXSTING CONCRETE SIDEWALK TO REMAIN B. APPROXIMATE LOCATION OF EXISTING U.G. FIBER LINE PER BLUE STAKE MARKING 9. EXISTING TREE (TYP.) Two working days before you dig, CALL FOR THE BLUE SIAKL. 1 (602) 263-1100 or 1 (800) STAKE -IT (782-5348) (OUTSIDL MARICOPA COUNTY) DESIGN CRITERIA REFERENCES FOR STREET LIGHTING: 1. STREET LIGHTING DESIGN SHOULD MEET OR EXCEED THE AVERAGE ILLUMINANCE PER THE AASHTO PUBLICATION, AN INFORMATIONAL GUIDE FOR ROADWAY LIGHTING, 1984. 2. POLE LOCATIONS SHOULD BE POSITIONED BEYOND THE AASHTO CLEAR ZONE REQUIREMENTS SPECIFIED IN THE AASHTO ROADSIDE DESIGN GUIDE, 2006, UNLESS OTHERWISE DIRECTED BY PIMA COUNTY DOT TRAFFIC ENGINEERING DIVISION (TED). 3. LIGHT DISTRIBUTION SHALL SATISFY THE MOST RECENT EDITION OF THE PIMA COUNTY OUTDOOR LIGHTING CODE. 4. ALL INSTALLATIONS SHALL MEET THE NATIONAL ELECTRIC CODE REQUIREMENTS. 5. INSTALLATIONS SHALL BE IN CONFORMANCE WITH THE ROADWAY LIGHTING - ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA, ANSI/IESNA RP-8, 2000. BLDG TOP OF BUILDING CUE CHAIN LINK FENCE CONIC CONCRETE D/W ACCESS DRIVEWAY FC FACE OF CURB NO NATURAL GRADE R/W RIGHT OF WAY ® TREES 4 NEW ANTENNA V EXISTING ANTENNA REVISION Q CONSTRUCTION KEYED N DETAIL REFERENCE ELEVATION REFERENCE `Ei' SECTION REFERENCE GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE EARTH �6 STREET LIGHT JZ FIRE HYDRANT '0, POWER POLE POSITION OF GEODETIC COORDINATES SPOT ELEVATION pd WATER CONTROL VALVE Q■ GROUND ROD �--r GROUND BUS BAR ■ MECHANICAL GRND. CONN. E • CADWELD ® GROUND ACCESS WELL [El ELECTRIC BOX [D TELEPHONE BOX ' LIGHT POLE GRAVEL ® PLYWOOD E SAND ® WOOD CONT. WOOD BLOCKING ® STEEL W W W GAS GAS - GAS 0/H O/H- O/H E-E E-E F/0 F/0 F/0 FB FB- FB FO CHAIN LINK FENCE CURBUNES WATER LINES GAS LINES OVERHEAD ONES ELECTRIC LINES (E) FIBER OPTIC LINES (N) FIBER OPTIC LINE STREET CENTERLINES RIGHT OF WAY LINES LEASE AREA LIMITS MAJOR CONTOUR INTERVAL /� Z7 'do' ma R/ cy r OA- ay / CLIENT: verizon,/ 126 WEST GEMINI DRIVE TEMPI, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: a SiinoDesign 16616 EAST PALISADES BOULEVARD UNIT #102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.B36.1004 WWW.S[INODESIGN.COM ENGINEERING CONSULTANT: PNP TENGINEERING INC.. 3.5 SAPRROwI-I VA wI-c R VINE. CALIFORNIA 92604 MOBILE: 949.35'i .5020 !RAWiNG AFPROVALS (SIGNATURES) .I.-... - :t t R A Id I - RF ENONEER DRAWN HY: JNCO CHECKED HY CMS SCHEDULE OF REVISIONS NO DATE I DESCRIPTION I BY 2 101/26/16 I CITY COMMENTS IEMS I 1 08/26/15 ICM/RF/RE COMMENTS CMS 0 08/09/IS REVIEW CMS SITE NAME: TUC_VENTANA—SC SITE ADU2L'- 1910 1/2 E.INNOVAT,ON PARK DR. ORO VALLEY, Al 85755 OVERALL SITE PLAN A-1 ANTENNA PLAN KEYED NOTES: 1. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE ® 33'-2" RAO CENTER. 2. NEW REPLACEMENT LIGHT POLE (BELOW) WITH ANTENNA SCREEN TO SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. 3. NEW LIGHT POLE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHERS. 4. NEW LOCATION OF REPLACEMENT LIGHT ARM, FIXTURE TO MATCH EXISTING AND COMPLY WITH TOWN OF ORO VALLEY AND PIMA COUNTY STANDARD DETAILS FOR PUBLIC IMPROVEMENTS. 5. TEMPORARY 2'0 MICROWAVE DISH ® 27'-5" RAD CENTER (AZIMUTH TO BE DETERMINED) NEW LIGHT rULc ANU AN i CNNA LAYUU I N.T.S. Z ANTENNA SECTION KEYED NOTES: 1. NEW (2) ANTENNAS. 2. NEW RF ANTENNA SCREEN, SEE STRUCTURAL DRAWING BY OTHERS. 3. NEW REPLACEMENT LIGHT POLE, SEE STRUCTURAL DRAWING BY OTHERS. 4. REPLACEMENT LIGHT ARM. 5 TEMPORARY 2'0 MICROWAVE DISH ENLARGED SITE PLAN KEYED NOTES: 1. NEW 35.6' TALL REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN, SEE STRUCTURAL DRAWING BY OTHERS. 2. NEW U.G. CONDUIT FOR POWER RUN FROM METER PEDESTAL TO NEW CABINET, SEE DETAIL 3 ON SHEET A-4 AND SEE ELECTRICAL DRAWING FOR DETAIL. 3. NEW METER PEDESTAL LOCATION, SEE ELECTRICAL DRAWINGS FOR DETAILS. 4. NEW U.G. CONDUIT FOR FIBER RUN FROM SITE VAULT TO NEW CABINET, SEE DETAIL 3 ON SHEET A-4. 5. NEW TRAFFICE RATED FIBER SITE VAULT. FINAL LOCATION TO BE DETERMINED BY PROVIDER. 6. NEW U.G. CONDUIT FOR FIBER RUN FROM MEET POINT VAULT TO SITE VAULT, SEE DETAIL 3 ON SHEET A-4. FINAL LOCATION TO BE DETERMINED BY PROVIDER. 7. NEW U.G. CONDUIT FOR POWER RUN FROM POWER SOURCE 27'-5 RAD CENTER (AZIMUTH TO BE DETERMINED) � V 13 Gc :v 13 to / U NOTE: / THE POLE SECTION, LIGHT ARM & FIXTURE SHOWN HERE ARE FOR INFORMATION ONLY. y REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR POLE REPLACEMENT DETAILS ANTENNA SECTION DETAIL N.T.S. 3 NOTE: CONTRACTOR TO VERIFY FOR FINAL RE DATA SHEETS WITH CONSTRUCTION MANAGER PRIOR TO ANY CONSTRUCTION. NEW ANTENNA & COAXIAL CABLE TABLE SECTOR AZIMUTH (FT) LENGTH COAX TYPE (FT) ALPHA 55' 33'-2" t45' LDF4-50A BETA 145' 33'-2" 44 t45' LDF4-SOA 0 Li Iv - NEW ANTENNA & COAXIAL CABLE SPECS. e / a•-o•• co S/DEWgLK ETE N.T.S- 14 1 ENLARGED SITE PLAN TO METER PEDESTAL, SEE DETAIL 3 ON SHEET A-4. FINAL LOCATION TO BE DETERMINED BY PROVIDER. 8. NEW U.G. CONDUIT FROM EXISTING ELECTRICAL VAULT TO NEW LIGHT POLE, SEE DETAILS 1 & 8 ON SHEET A-4. 9. NEW LOW PROFILE EQUIPMENT CABINET (SUN WEST) MOUNTED ON NEW 2'X7' PRECAST CONCRETE SLAB, SEE DETAIL 2 ON SHEET A-4. 10. EXISTING LIGHT POLE, LIGHT ARM, FIXTURE & ITS FOUNDATION TO BE REMOVED AND REPLACED WITH A NEW POLE WITH NEW ANTENNA ARRAYS. 11. EXISTING U.G. POWER LINE TO BE REMOVED. 12. EXISTING ELECTRIC VAULT TO REMAIN. 13. EXISTING U.G. POWER LINE PER BLUE STAKE MARKING TO REMAIN. 14. EXISTING U.G. GAS LINE PER BLUE STAKE MARKING. 15. EXISTING STREET CURB TO REMAIN. 16. EXISTING CONCRETE SIDEWALK TO REMAIN. O h 0.. 1. NEW REPLACEMENT POLE TO BE PAINTED PER TOWN OF ORO VALLEY REQUIREMENTS. 2. ANTENNAS AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH LIGH POLE COLOR. 3. WHERE EXISTING CONCRETE IS TO BE REMOVED, CONTRACTOR SHALL FOLLOW THE EXISTING CONCRETE CONTROL JOINTS AND REPLACE AND FINISH NEW CONCRETE WORK TO MATCH EXISTING SURROUNDING SIDEWALKS. verizon,/ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: a SiinoDesign 15516 EAST PALISADES BOULEVARD UNIT /102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.936.1701 FAX: 480.836.1004 1 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: PNP �EFrGgNEERING INC. 3� TSAPRRO WH 2WK IR VINE, CALIFORN A M OE3ILE: 949.35"I .5020 0 DRAWAG APPROVALS (SIGNATORIES) SITE ACQUISITION/PROPERTY CONSTRUCTION MANAGER 0 V RIZON 'MRELESS RE ENGINEER LANCL0R0 APPROVAL I DRAWN BY: - JNGO D ECKEO By CMS SC-71'JLE OF REVISIONS N0 CAI DESCRIPTION 2�Oy 3 2 01/26/16 CITY COVV 'I . / / 1 09/26/15 CM/RF/RE _,l / SITF N4'.1E. TUC VENTANA SC ATE ADDREss: 1/2 L. INNOVATION PARK DR. / )RO VALLEY, Al 85755 / / / 16 i ' ENLARGED SITE PLAN NORTH �-EE A -Z A 22.04" SCALE: 1/2- = 1'-0• 1 I IN17- SCALE: 1/4" = 1'=0* 2' , 0 2' A-. - I UL_„ CIV1/-XIN/A O%a forge 1910 E Innovation Park Dr Latitude: 320 26' 17.80" N VerfZOnw releSS Oro Valley, AZ 85755 US Longitude: 110' 56' 39.5075W 'FORGE. ALL RICs�TS RESERVED .r I L:1�� �P`EY gqzo� TOWN OF ORO VALLEY DEVELOPMENT & INFRASTRUCTURE SERVICES DEPARTMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.orovallevaz.gov/dis A10�/NDED 9�1k 1.2 GENERAL APPLICATION FORM Application Type: ❑ Major General Plan Amendment ❑ Rezoning/PAD Amendment ❑ Planned Area Development ❑ Conditional Use Permit ❑ Zoning Code Amendment ❑ Conceptual Site Plan ❑ Conceptual Public Art ❑ Conceptual Architecture ❑ Final Site Plan ❑ Conceptual Landscape Plan Subiect Property Information: Office Use Onl ov case #: t?�tS t�o�` ❑ Final Plat ❑ Pre -Application ❑ Zoning Verification ❑ Sign Criteria ❑ Sign - PAD ExemptionlRy„ .,a..__.��...._. ❑ Master Sign Program ® Communication Facility — Tier 1 and 2 Minor ❑ Communication Facility — Major ❑ Revised Development Plan ❑ Other Address: 1910 1/2 E Innovation Park Dr. Parcel/Tax Code: R.O.W. Subdivision / Commercial Center Name: Book / Page or Sequence Number: Lot Number(s) Legal Description: This site lies within the Town of Oro Valley's R.O.W. Section/Township/Range: Area of Property: Existing Land Use: Public R.O.W. Proposed Land Use: Public R.O.W. Applicant Information: Applicant *: Name: Verizon Wireless Firm: * If more than one, attach list Address: 126 W Gemini Dr City: Tempe State: AZ Zip: 85283 Telephone: Fax: Email: Property Owner(s) if different from Applicant *: Name: Town of Oro Valley Firm: Contact: Michael Hicks Address: Telephone: Fax: Consultant: (Discipline) Name: Christine Tucer Address: 2035 E Gondola Ln Telephone: (480) 586-5180 Fax: _ City: Email: Firm: Insite Inc. City. Gilbert State: Zip: State: AZ Zip: 85234 Email: tucker@insite-inc.com Project Description/Narrative: The project consists of the removal and replacement of an existing light pole with a new light pole with lessee antenna arrays. In addition, installation of one (1) new low profile equipment cabinet. This project does not include water or sewer. This project does include permanent telephone and electrical connections. Development and construction of this project will comply with all applicable codes and ordinances. 1 hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failure to do so may delay issuance of permits. See attached list of agencies. Applicant's Signature Christine Tucker 10/20/2015 Print Name Date Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be rejected if: • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning Division Manager or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. 5 BEFORE NORTH WEST VIEW AFTER f .ems`• -,Y-;h �.`^ \ t 'S�"J��'y7, "t�[� �}o`�M `w'i� � •/lj lF � �.t�,hrtf 2a� 1i _le v Ai t- MzF D @ 3HTS RESERVE Vw�Y A Tier 11 Minor Wireless Communication Facility Conceptual Design Review Board Staff Report PROJECT: Verizon cell tower in Innovation Park CASE NUMBER: OV1600662 MEETING DATE: November 10, 2016 AGENDA ITEM: 3 STAFF CONTACT: Chad Daines, Principal Planner cdaines(a)-orovalleyaz.gov (520) 229-4896 Applicant: Christine Tucer, Insite Inc. Request: Cell tower on replacement light pole in right-of-way Location: 1910 E. Innovation Paris Drive Recommendation: Approve requested Tier II Minor Communication Facility SUMMARY: The purpose of this request is to consider the design of a proposed cell tower on a replacement light pole in the eastern right-of-way of Innovation Park Drive, adjacent to the entrance to Ventana Medical Systems. The Location Map (Attachment 1) provides context of this site in relation to the surrounding area. The proposed improvements include: • Replacing an existing 35.6 foot light pole with no height increase • Installing a canister or shroud around 2 antennas • Painting the canister to match replacement light pole • Low profile ground mounted equipment cabinet (30" in height) This application (Attachment 2) requires approval by the Conceptual Design Review Board. The primary focus of the review is to ensure that the proposed cell tower design is compatible with the surrounding area. The request is consistent with the Zoning Code standards pertaining to communication facilities. Staff recommends approval, subject to the condition that the applicant obtain approval of a license agreement by Town Council. DISCUSSION/ANALYSIS: The proposed location of the cell tower is on a replacement light pole in the Innovation Park Drive right-of-way, adjacent to the entrance to Ventana Medical Systems. The existing zoning for OV1600662 Verizon Cell Tower in Innovation Park Conceptual Design Review Board Staff Report Page 2 of 4 Innovation Park provides for employment uses and there are no nearby residential uses in proximity to the proposed cell tower location. As information, the nearest residential area to the north is approximately one-half mile and the nearest residential area to the west is over one mile. This analysis focuses on the proposed cell tower design and its compatibility with the surrounding area. Zoning Conformance The proposed cell tower meets the Tier II Minor Communication Facility requirements of the Zoning Code. A Tier 11 Minor Communication Facility is a discernible cell tower which 1) meets the dimensional requirements of the Zoning Code and 2) uses stealth applications to the greatest extent feasible. Dimensional Requirements The table below shows how the proposed cell tower meets the dimensional requirements for a Tier II Minor Communication Facility. Zoning Provision Maximum Allowed Proposed Tower height 46.2' 35.6' Maximum increase to pole diameter 13.4" 8.6" Stealth Design Stealth design is the camouflaging of a cell tower through the use of design, colors, materials, height and width. The applicant has demonstrated that the proposed cell tower uses stealth methods to the greatest extent feasible. These stealth methods include using slimmer antenna arrays, adding a painted canister to match the light pole, and maintaining the existing light pole height. A photo simulation of the existing and proposed light pole with the cell tower is provided on Attachment 3. Compatibility The proposed cell tower is compatible with the surrounding area based on the following: • The height of the replacement pole is equal to the existing pole height • The location is in the middle of an employment campus with no nearby residents • The use of stealth methods maintains the appearance as a light pole Design Principle and Design Standard Conformance The following Design Principle and Design Standard are applicable to the request, shown in italics followed by staff comment. Wireless communication facilities shall be located in areas and designed in a manner which reduces the visual impact on the proposed project and surrounding area. OV1600662 Verizon Cell Tower in Innovation Park Conceptual Design Review Board Staff Report Page 3 of 4 Wireless communication antenna shall utilize the verticality provided by buildings and shall be incorporated into building design when applicable and appropriate. Visual impact of antenna and towers shall be reduced through the use of concealment methods Including alternative designs and co -location on vertical elements of the development such as power poles, light poles and flag poles. The request is to co -locate on a replacement light pole in the right-of-way, consistent with the Design Principle and Design Standard. As information, the use of the right-of-way for this purpose requires approval of a license agreement by Town Council. A condition is recommended requiring the applicant to obtain approval of the required license agreement by Town Council. General Plan Conformance The proposed cell tower has been reviewed for conformance with the General Plan. Below is a notable policy related to the request. Policy 11.3.2. The Town shall continue to require all new development and improvements to existing development, both public and private, to maintain and/or enhance the character and quality of views from and along scenic corridors and public parks... The proposed cell tower will have a minimal impact on the existing views because it will be installed on a replacement light pole and is surrounded by employment uses. PUBLIC PARTICIPATION: Summary of Public Notice Notice to the public was provided consistent with Town -adopted procedures, which include the following: • Properties within 600' feet • Posting at Town Hall • All registered HOAs No comments have been received on this request. As there are no residential properties within 600 feet of the request, no neighborhood meeting is required by the Zoning Code. CONCLUSIONiRECOMMENDATiON: Based on the following findings: • The request meets the Tier II Minor Communication Facility requirements. • The proposed design is compatible with the surrounding area. OV1600662 Verizon Cell Tower in Innovation Park Page 4 of 4 Conceptual Design Review Board Staff Report • The request is in conformance with the General Plan. It is recommended that the Conceptual Design Review Board take the following action: Approve the requested Tier II Minor Communication Facility on a replacement light pole in the Innovation Park Drive right-of-way, subject to the condition that the applicant obtain approval of a license agreement by Town Council. SUGGESTED MOTIONS: I move to approve the request, finding it is compatible with the surrounding area and meets the applicable zoning provisions and the General Plan, subject to the condition that the applicant obtain approval of a license agreement by Town Council. Nomove to recommend denial of the request, based on ATTACHMENTS: 1. Location Map 2. Application 3. Photo Simulation Bayer Vella, AICP Planning Manager oPOJPyI.EY AHi20 T • f Y t Y `DF�UNDED,'J-1 Town of Oro Valley Development and Infrastructure Services August 23, 2016 Christine Tucker Insite, Inc. 9665 E. Naranja Ave. Mesa, AZ 85209 Sent via email: tucker .insite-inc.com Re: Proposed Wireless Communication Facility Located in the right-of-way adjacent to 1910 E. Innovation Park Drive 3rd Submittal Wireless Communication, Tier I (OV1600662) Dear Ms. Tucker: Thank you for submitting a Tier II Wireless Communication Facility application. We look forward to working with you as we proceed through the process. Based on your recent submittal, staff offers the following comments to be addressed in the fourth submittal. The zoning code is available on the website: www.orovallevaz.gov. Planning 1. Please provide photo simulations showing the proposed pole and antenna. 2. Based upon this review, staff has determined that the application can be processed as a Tier I Communication Facility. 3. It is anticipated that the Town Council will consider updating the lease amounts and agreements for these types of facilities in October. Summary Please resubmit the following: • One (1) comment response letter • Tw0 (2) revised 11" by 17" plan sets • Electronic version of all submitted materials Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 Legend x LTE: RSRP - Coverage (0) RSRP Level (,DL) (dBm) >=-65 RSRP Level (DL) (dBm) >=-70 RSRP Level QQ (dBm) >=-75 RSRP Level iDL) (dBm) >=-80 RSRP Level IDL) (dBm) >=-85 RSRP Level (DL) (dBm) >=-90 RSRP Level (DL) (dBm) >=-95 RSRP Level (DL) (dBm) >=-100 RSRP Level (DL) (dBm) >=405 RSRP Level (DL) (dBm) >=-110 RSRP Level (DL) (dBm) >=-115 RSRP Level (DL) (dBm) >=-120 Lti;Events Legend 0 a 6 4 VICINITY MAP t^ At o MOORS R o SITE J 0 o 4 m 4 Z 0 3 TANGERINE RD TANGFRINE RD venzonli/ TUC VENTANA SC 1910 1/2 E. INNOVATION PARK DR. ORO VALLEY, AZ 85755 APN NO. R.O.W. SITE LOCATION INFORMATION SITE NAME U; _�/_V ANA_SC SITE ADDRESS: IT%1 INNOVATION PARK DR. ORO VALLEY, AZ 85755 A-\ NJMBER, SITE COORDINATES: CURRENT ZONING: APPLICANT: 1 FI 0',-RTY OWNER: DRIVING DIRECTIONS SUMMARY: ROV VL<ZON OI I ICL A '26 W. G_MIN DR., ILMPE: -AK= 1 -'0 _ J' ^. i . �CSON; 1, C_ -XIT 240 -OR TANG-R-- RCA; CA,; -URN L_-TT ONTO W -A.AG- <IV- <T, >F -I 1= L--T IWC _A S 1 ,R\ -El ON C L I\\OVA- 0'\ PAF<K DR VE AND, T L I\A-IO\ W_L R'- ON 7 RIG - A-'9'0 F. 'N\OVATION -ARK DRIVE; ORO VA. F`, A<7C\A. GENERAL NOTES -H= AEC,'TFC-S/FNCINF_RS -AVE MADE =VFRv EFFOR_ AS SF' IN -H- CONS'RUCTION DRAW VCS, COA RAC' LOCUV_A'IS ANT -HE COVPLLIL SCO` OF WORK. ;ON 2AC GRS BDDIAG IfIL JOB ARE V VERTFI F CAUT CN A J ^OR OV SSOVS CK n,ORS -F DRAM\ S A\ S C A V � - \0 _ XC., - S4.0 �A„ ii' 0 „�V[E I \C H-<,;,,_O A\D IV' OV_N_\ H_ NI-\ JF -I-S- DC;,,VFT S. I-- 7„ F SHAI_ BLAR -r RFS-ONSIHI_ 0- NOII-v'IAS %wd L' ARC F -/ ASIN-FR C- AN 01NF ICT� FIRORS OR OMISSIONS ,R 03 -0 TIF SUBN 5 CN CF - F '0\ RA IJk �0''CSAL N 1 V NI '01 CR=FANCIES,L C04�ACOR SHA_L PRIC_ I�IL MORE O TI' On XTF\SV- WCR4 \I SS 0-H A F= DIR C R.O.W. LATITUDE 32' 26' 17.8" N (NAD 83) LONGITUDE: '10' 56' 39.5" W (NAD 83) EL-VATIO\: 2,813.3 (AMSL) (NAVD 88) R.O.W. - NOT ZONED VERIZON WIRELESS 126 WEST GEMINI DR. TEMPL, AZ 8S283 CONTACT: KEVIN ' ORRY PHONE: (602) 526-5136 TOWN O� ORO VALLEY .F -CV-ACT: TBD CODE COMPLIANCE W - T F <<-N- -_ F - F N : ;,2DLS , P` P - - GOVLRN'd; AU II ,1 1, NG N -_A\S IS LL '_A_ L.LCI Wr)RK VC- -2N 0, .. T -cF „'D .. 1 F _ -__ __L STANDARDS FOR S LL_ STRU'OTURES S-ANDARD I I ,I Iv ,UI JURISDICTION: TOWN OF ORO VALLEY =N REAL ESTATE CONSU_TANT: A&F DESIGN MANAGEMENT PROCESSIONAL: CIV: \ ' \ -RING CONS, AN < i EE CONS- T= CALL FOR IH 7 JF S AK-I� 1 (602) 263-1100 o, (800) STAKF-IT (782-5318) PROJECT TEAM V'II FSS Er In .;L V N DRIVL. TFM C, I, ,-R: KEVIN FORRY MOBILE: (607) ::7 :- Jo RF ENGINEER SYED vAOV1 REAL ESTATE: CHRISIAE CANADA MOBILE: (949) 27z 6961 INSITE INC. 2035 F. GONDOLA I N. GILBLRI, AZ 85231 CONTACT: CHRISTNF TUCKER MOBI L: (480) 586-5'80 TUCKER@NSITE- NC.COM SIINO DESIGN 16616 EAST PALISADES BLV), S_I'�E 102 FOUNTAIN -ILLS, ARIZO\A 85268 CONTACI: CHRIS M. SING, NBA, MSIL, PMP MOBI_c: (602) 612-z3'. FAX: (480) 836 '004 PNI N :NF=RING INS CO\IL 'T: YONG-JOONG KANG, PE NOHI (9,(9) 351-5020 _02=N PRIEST ACCESSIBILITY DISCLAIMER OS-O DRO�:C1 S AN UAOC-- CATON S A\D o VC IS + ACCESS=- -Y H AC 1" S X'. VF I ROM DISAU .12 VENTS G.S.) _1'-1) AS AN EOUIPVFN 9'ACr. 6 SHEET INDEX S-=F- SHFE- DESCR10HO,A \C V-<A V`;I S ES--1 SITE SURVEY A-' OVERALL SITI PLAN A 2 F\ ARC-; S � A\ -- A-3 IVAiIONS A-4 CONSTRUCTION DLTAILS E-1 .ELSE -;CA_ NO S - -- E-2 ELEC R CAL NOTES - 3 POW R PI AN F O\FI \= DIAGRAM & PANEL SCHEDU_- -- ., CU SIT_' - --- G-1 CRC. NJ \G °'- AN - - PROJECT DESCRIPTION -F °ROJEC' CONSIS I: C I POSE WITH A N T N\n PI, Al', IION, INSTAI_I-ATIO\ 0 „ QUIPMLN CAI3IV I /A 1 A MI IT R P, DESTA.-. -- IS 'aC C )C S NO \C_,;DE VJAL i OR SEW: R. IHIS AC DI S ' RMANL\ T T--LEPHDN[ AND ELECTRICAL CONN: C110NS. DI VI OPVEV- AND CONSIRLC ION T I- S PROJI C WILL COMPLY WITH ALL AP° ICABFF CCD S A\,' 3,tIDNANCFS. CLIENT: verizon-1 126 WEST GEMINI DRIVE TEMPE. ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: aSiinoDesign 16616 EAST PALISADES BOULEVARD UNIT #102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480 836.1701 FAX: 480.836.1004 WWW.SIINOOESIGN.COM ENGINEERING CONSULTANT: ORAWAC A, R VA[ S :S CNA . RI S? S _ A.- .S I uv/r tol'ur' CONSTRUCTION MANAGER VERIZON WIRELESS R= ENGINEER LANDLORD APPROVAL DRAWN BY: JNGO CHECKED BY: CMS SCHEDULE OF REVISIONS NO DATE DESCRIPTION BY- 4 08/04/16 CITY COMMENTS CMS 3 04/01/16 CITY COMMFNTS CMS 2 01/26/16 CITY COMMENTS CMS 1 08/26/15 CM/RF/R_ COMMENTS CMS TUC VENTANA SC S'TE ADDRESS: 19`0 1/2 L. NNOVATON �A74 DR- ORO VA_LLY. AZ 857SS SEAL: SHEET TITLE SHEET 5I AL'v+11 T-1 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING AL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 6. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 8. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 9. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 10. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 11. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 15. THE CONTRACTOR SHALL PROVIDE COMPANY WITH. PROPER INSURANCE CERTIFICATES NAMING (COMPANY). AS ADDITIONAL INSURED, AND (COMPANY) PROOF OF LICENSE(S) AND PE & PD INSURANCE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL INSPECTIONS. 17. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-332-2344. 18. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO (COMPANY) ALONG WITH REDLINED CONSTRUCTION SET. 19. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO (COMPANY) REPRESENTATIVE UPON COMPLETION. 20. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 1. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 2. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY (COMPANY) CONSTRUCTION MANAGER. 3. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 4. CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK, AND PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE. 5. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF THE WORK UNDER THE CONTRACT. 6. CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS AND FINISHES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION TO SATISFACTION OF VERIZON WIRELESS REPRESENTATIVE. 7. CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS DURING CONSTRUCTION. LEAVE PREMISES IN A VACUUM AND BROOM CLEAN CONDITION, FREE FROM PAINT SPOTS, DUST, SMUDGES OF ANY NATURE AND IN WORKING ORDER UNTIL ACCEPTANCE BY VERIZON WIRELESS AND PROPERTY OWNER. B. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 9. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 10. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON VERIZON WIRELESS PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC OF TACOMA, WA. 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RED -LINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. FOLLOWING THE FINAL INSPECTION BY VERIZON WIRELESS, THE CONTRACTOR SHALL PROVIDE VERIZON WIRELESS WITH ONE (1) COPY OF ALL RED -LINED DRAWINGS. NOTE ALL OF THE FOLLOWING: 11.a. MODIFICATIONS OF ANY SCHEDULE 11.b. MODIFICATION OF ANY DIAGRAM 11.c. SUBSTITUTIONS AND/OR MODEL NUMBERS OF EQUIPMENT 12. VERIFY ALL FINAL EQUIPMENT WITH VERIZON WIRELESS REPRESENTATIVE. ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE INSTALLATION AND THEIR FINAL LOCATION ARE TO BE APPROVED BY VERIZON WIRELESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK AND CLEARANCES REQUIRED BY OTHERS RELATED TO SAID INSTALLATIONS. STANDARD CIVIL NOTES: 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND STIPULATED IN THE SPECIFICATIONS PROJECT SUMMARY. 2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEERS. 7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE CURRENT BUILDING CODE. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTHS (f G) W/CMINIMUM CON A. SLABS ON GRADE RATIO PER C BICTYARDTENT TOPPING SLABS 2,400 PSI CONCRETE PIERS 5.45 5 1/2 SACKS B. ALL STRUCTURAL CONCRETE 4,000 PSI EXCEPT WALLS :�•45 6 1/2 SACKS C. CONCRETE WALLS 4.000 PSI 5.45 6 1/2 SACKS 3. CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 4. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 5. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE CURRENT BUILDING CODE. 6. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy--60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy--40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S7) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 7. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0 LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 9. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. 10. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 11. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2" TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 1/2" SLABS AND WALLS (INTERIOR FACE) 3/4' 12. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 13. ANCHOR BOLTS TO CONFORM TO ASTM A307. 14. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 15. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. CLIENT: verizon� 126 WEST GEMINI DRNE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: N SiinoDesign 16616 EAST PALISADES BOULEVARD UNIT /102 FOUNTAIN HILLS, ARIZONA 05268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT. DRAWING APPROVALS (SIGNATURES) STE ACQJ'S. T.ON/PROPERTY CONSTRJCT'ON MANACER VER:ZO% WRELESS Rr ENCAEER LANDLORD APPROVAL DRAWN BY: „NCO CHECKED BY. CMS SCHEDULE OL REVISIONS NO DATE DESCR PTION BY 4 C8/04/16 CITY COMMENTS CNS 3 04/01/16 CITY COMMENTS CMS 2 01/26/16 CITY COMMENTS CMS 1 CB/26/15 CM/R-/RL COVMLNTS CMS SITE NAME: TUC VENTANA SC SITE ADDR7SS: 1910 112 E. INNOVATION PARS( DR. ORO VALLEY, AZ 85755 SEAL: S-EET TTLE: GENERAL NOTES S-IEET NLV37R: GN-1 12. COMPLETE THIS WORK IN A TIMELY FASHION, WITHOUT INTERFERING WITH, OR DELAYING THE WORK OF OTHER TRADES. PIMA COUNTY / TOWN OF ORO VALLEY STREET LIGHTING GENERAL STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH CURRENT BUILDING CODE, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS ASTM A36, Fy 36 KSI B. SPECIAL SHAPES AND PLATES ASTM A572, Fy 50 KSI C. PIPE COLUMNS ASTM A53, Fy 35 KSI D. STRUCTURAL TUBING ASTM A500, Fy 46 KSI E. ANCHOR BOLTS ASTM A307 F. CONNECTION BOLTS ASTM A325 TWIST -OFF -TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAIN OR APPROVED EQUAL. MASONRY NOTES: 1. WORK: PROVIDE EVERYTHING REQUIRED TO COMPLETE UNIT MASONRY AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. QUALITY STANDARDS: PROVIDE EXPERIENCED, WELL -TRAINED WORKERS COMPETENT TO COMPLETE THE WORK AS SPECIFIED. MOTFRI01 S- 1. MORTAR AS PER ASTM C270. TYPE S. ONE PART PORTLAND CEMENT. ONE-HALF PART LIME. NOT MORE THAN FOUR AND ONE-HALF PARTS SAND, MEASURED DAMP AND LOOSE. COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 2. MORTAR MATERIALS: PORTLAND CEMENT, TYPE I OR II. AGGREGATE, CLEAN, SHARP SAND. LIME, QUICK LIME ASTM C5. HYDRATED LIME, TYPE S. WATER, CLEAN AND POTABLE. 3. PROVIDE CONCRETE UNIT MASONRY WHERE SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN AS MANUFACTURED BY: 4. CONCRETE UNIT MASONRY UNITS SHALL COMPLY WITH ASTM STANDARDS: 5. CONCRETE BRICKS, ASTM C55. HOLLOW LOAD -BEARING UNITS, ASTM C90. HOLLOW 6. NON -LOAD -BEARING UNITS, ASTM C129. SOLID LOAD -BEARING UNITS, ASTM C145. 7. GRADES AND TYPES: HOLLOW, LOAD -BEARING UNITS GRADE N, TYPE I, MEDIUM WEIGHT FOR EXTERIOR. HOLLOW, LOAD -BEARING UNITS GRADE S, TYPE II, LIGHTWEIGHT FOR INTERIOR. 8. GROUT SHALL BE TYPE II CEMENT CONFORMING TO ASTM C-150. AGGREGATE SHALL CONFORM TO ASTM C-144, SAND TO CONFORM TO ASTM C-404 AND LIME SHALL CONFORM TO ASTM C-207. 9. SEE CONCRETE SECTION THIS SPECIFICATION FOR THE REINFORCING STEEL MATERIAL REQUIREMENTS. 10. ACCESSORIES AND OTHER RELATED MATERIALS A. PROVIDE ALL ACCESSORIES AND MATERIALS AS REQUIRED FOR COMPLETE, PROPER INSTALLATION. 11. UNIT MASONRY INSTALLATION AND MORTAR APPLICATION A. COMPLETE ALL WORK ACCORDING TO APPLICABLE CODES AND REGULATIONS. B. COMPLETE ALL WORK ACCORDING TO THE STANDARDS AND SPECIFICATIONS OF THE MASONRY INSTITUTE OF AMERICA. C. MASONRY ACCESSORIES AND REINFORCING -- INSTALLATION D. INSTALL METAL TIES FOR BONDING AS PER DETAILS AND REFERENCED TRADE STANDARDS. ASSURE COMPLIANCE IN TYPES, SIZES, SPACING, DEPTH OF ANCHORING AND CORROSION RESISTANCE. E. INSTALL REINFORCING AS PER DETAILS AND REFERENCED TRADE STANDARDS. PAINTING: 1. THE CONTRACTOR SHALL PREPARE SURFACES, FURNISH ALL PAINT, MATERIAL, LABOR AND EQUIPMENT REQUIRED FOR THE PAINTING OF ALL SURFACES AS REQUIRED BY THE DRAWINGS AND SPECIFIED HEREIN. 2. PAINTS TO BE APPLIED IN ALL WORKMANLIKE MANNER. UPON COMPLETION, REMOVE ALL MATERIALS AND DEBRIS CAUSED BY THIS CONTRACTOR, ALL HARDWARE, FLOORS, GLASS, FRAMES FIXTURES AND THE LIKE SHALL BE THOROUGHLY CLEANED OF PAINT. 3. REGULATORY REQUIREMENTS: ALL MATERIALS MUST COMPLY WITH AIR POLLUTION CONTROL REGULATIONS, SUCH AS L.A. COUNTY APCD RULE 1113 AND BAY AREA PCD REG. 3. 4. MATERIAL SHALL BE AS INDICATED ON PAINT SCHEDULE BELOW AND DRAWINGS. 5. ALL STEEL COLUMNS AND MISC. METALS SHALL BE PRIMED AND PAINTED. 6. FIRE PREVENTION: TAKE EVERY PRECAUTION AT THE END OF THE DAY TO REMOVE OILY RAGS AND COMBUSTIBLE MATERIALS FROM THE SITE OR STORE IN METAL CONTAINER WITH TIGHT COVERS. 7. EXTERIOR PAINT SYSTEMS (EPS): 7.1. FERROUS METALS; DOORS AND FRAMES: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR TO MATCH EXISTING BUILDING 1ST COAT: 664 RUST STOP 2ND COAT: 124 MIRROGLIDE S/G ACRYLIC SEMI -GLOSS 3RD COAT: 124 MIRROGLIDE S/G ACRYLIC SEMI -GLOSS. 7.2. ALUMINUM OR GALVANIZED STEEL: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR PER PLAN 1ST COAT: 661 METAL PLAN 2ND COAT: 124 MIRROGLIDE S/G ACRYLIC SEMI -GLOSS 3RD COAT: 124 MIRROGLIDE S/G ACRYLIC SEMI -GLOSS. 7.3. PLASTER, CONCRETE, MASONRY: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR TO MATCH EXISTING BUILDING 1ST COAT: 061 AQUA SEAL 2ND COAT. 124 MIRROGLIDE S/G 3RD COAT: SEMI -GLOSS - 124 MIRROGLIDE S/GINTERIOR PAINT SYSTEMS (IPS): B. INTERIOR PAINT SYSTEMS (IPS): 8.1. GYPSUM DRYWALL (NON -EPDXY): RADIO FACILITY (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR TO BE WHITE 1ST COAT: 061 AQUA SEAL 2ND COAT: 124 MIRROGLIDE S/G 3RD COAT: SEMI -GLOSS - 124 MIRROGLIDE S/G 8.2. TELEPHONE BACKBOARD: FRAZEE PAINT - COLOR TO BE WHITE 1ST COAT: 367 FRAFLO V/C 2ND COAT: FLAT FIRE PAINT #505 BY FLANECRETE (AS SPECIFIED) 3RD COAT: 124 MIRROGLIDE S/G ACRYLIC SEMI -GLOSS OVERCOAT: 124 MIRROGLIDE S/G ACRYLIC SEMI -GLOSS (TINT TO MATCH WALL) 8.3. PLASTER, CONCRETE, MASONRY: (MDF) 1-2 MILS PER COAT FRAZEE PAINT - COLOR TO BE WHITE 1ST COAT: LATEX PRIMER SEALER - 065 ACRY PRIME 2ND COAT: SEMI -GLOSS - 124 MIRROGLIDE S/G 3RD COAT. SEMI -GLOSS - 124 MIRROGLIDE S/G SIGNS: 1. INSTALL EMERGENCY INFORMATION PLACARD NEAR ENTRANCE GATE OF EQUIPMENT AREA (OR MOST VISIBLE PLACE ON OUTSIDE COMPOUND WALL). PLACARD IS TO CONTAIN SITE NAME, SITE NUMBER, COMPANY NAME, ADDRESS INFORMATION, AND A "800" NUMBER TO DIAL IN CA! OF EMERGENCY. PLACARD IS TO CONSIST OF HIGH CONTRAST LETTERING (WHITE BACK GROUt W/ RED LETTERING) BEHIND VANDAL RESISTANT LEXAN COVER. 2. INSTALL ADDRESS PLACARD NEAR ENTRANCE GATE OF EQUIPMENT AREA (OR FACING STREET OF ASSOCIATED ADDRESS). PLACARD IS TO CONTAIN 12" TALL HIGH CONTRAST LETTERING (WHITE BACK GROUND AND RED LETTERS) BEHIND VANDAL RESISTANT LEXAN COVER. SPECIAL INSPECTIONS: 1. SPECIAL INSPECTIONS & SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (FOR SEISMIC DESIGN CATEGORY C) ARE REQUIRED FOR THE FOLLOWING ITEMS ON THIS PROJECT: 1.1. STRUCTURAL STEEL PER IBC 1704.3 AND 1707.2. APPROVED FABRICATOR CERTIFICATES FROM AISC OR ICC MUST BE PROVIDED TO THE BUILDING OFFICIAL TO WAIVE INSPECTION OF SHOP FABRICATION. 1.2. REINFORCED CONCRETE AND POST -INSTALLED ANCHORS PER IBC 1704.4 & 1707.7 AND THE ICC-ES REPORT FOR THE PRODUCT(S) USED. 2. THE LPG STANDBY EMERGENCY GENERATOR IS A DESIGNATED SEISMIC SYSTEM REQUIRING SEISMIC QUALIFICATION IN ACCORDANCE WITH IBC 1708.4 & ASCE 7. DUTIES & RESPONSIBILITIES OF SPECIAL INSPECTOR: A. SPECIAL INSPECTOR SHALL OBSERVE WORK ASSIGNED TO VERIFY ACCORDANCE WITH APPROVED DESIGN DRAWINGS & SPECIFICATIONS. B. CONSTRUCTION MANAGER IN CHARGE OF SPECIAL INSPECTION SHALL PROVIDE INSPECTION REPORTS TO BUILDING OFFICIAL & ENGINEER OF RECORD. DISCREPANCIES SHALL BE BROUGHT TO IMMEDIATE ATTENTION OF CONTRACTOR FOR CORRECTION. IF UNCORRECTED, DISCREPANCIES SHALL BE SUBMITTED TO DESIGN AUTHORITY AND BUILDING OFFICIAL. C. UPON COMPLETION OF ASSIGNED WORK, THE ENGINEER SHALL SEAL & SIGN APPROPRIATE FORMS CERTIFYING TO BEST OF KNOWLEDGE THE WORK IS IN CONFORMANCE WITH APPROVED PLANS & SPECIFICATION & APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. D. SPECIAL INSPECTIONS ARE TO BE PERFORMED INDEPENDENTLY AND IN ADDITION TO BUILDING OFFICIAL'S SCHEDULED INSPECTIONS. SITE CONDITION: 1. THE OPERATION OF THE FACILIFTY SHALL RESPOND TO, AND COMPLETE ALL IDENTIFIED MAINTENANCE AND REPAIR OF THE FACILITY WITHIN 30 DAYS OF RECEIVING WRITTEN NOTICE OF THE PROBLEM. 1. ALL EQUIPMENT / MATERIALS AND CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS CONTAINED IN THE CURRENT PIMA COUNTY/ TOWN OF ORO VALLEY vedzon✓ `STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS" AND 'STANDARD DETAILS FOR PUBLIC IMPROVEMENTS", THE SPECIAL PROVISIONS AND THE PLANS. 2. THE EXACT LOCATION OF EACH NEW POLE FOUNDATION, PULL BOX, OR ELECTRIC SERVICE 126 WEST GEMINI DRIVE PEDESTAL FOUNDATION SHALL BE APPROVED BY THE TRAFFIC ENGINEER PRIOR TO TEMPE. ARIZONA 85293 INSTALLATION. PHONE: 480.752.7238 3. THE TOP OF THE POLE FOUNDATION SHALL BE LEVEL WITH THE SURROUNDING FINISHED DESIGN MANAGEMENT PROFESSIONAL.• GRADE. IF THE SLOPE OR SHOULDER DROPS OFF FROM FINISHED GRADE, THE CONTRACTOR SHALL GRADE AROUND POLE FOUNDATION. THE TOP OF THE FOUNDATION SHALL EXTEND S i i D i NO MORE THAN FOUR (4) INCHES ABOVE SURROUNDING FINISHED GRADE. n o e s g n 4. SHALLOW TYPE FOUNDATIONS, IF THEY ARE NECESSARY, SHALL BE PER PC/DOT STD. DTL. T-433. CONTRACTOR SHALL VERIFY POLE BOLT PATTERN AND DIMENSIONS AS MAY BE 16616 EAST PALISADES BOULEVARD UNIT #102 REQUIRED FOR THE PROJECT. POLE LOCATIONS OF SUCH FOUNDATIONS SHALL BE FIELD FOUNTAIN HILLS, ARIZONA 85268 IDENTIFIED BY THE INSPECTOR. PHONE: 480.836.1701 FAX: 480.836.1004 5. POLE FOUNDATIONS SHALL MAINTAIN A MINIMUM OF 36 INCHES HORIZONTAL DISTANCE WWW.SlINODESIGN.COM FROM EXISTING WATER MAINS, MEASURED FROM OUTSIDE OF THE FOUNDATION WALL TO THE ENGINEERING CONSULTANT. OUTSIDE OF PIPE WALL. 6. PULL BOXES ARE SHOWN ON PLANS ARE DIAGRAMMATIC REPRESENTATIONS. FINAL LOCATION OF PULL BOX IS ADJACENT TO POLE ONLY AT LOCATIONS PRE- APPROVED BY THE INSPECTOR. 7. PULL BOXES SHALL NOT BE INSTALLED WITHIN CONCRETE CURB ACCESS RAMPS OR LANDINGS. IN ADDITION, ANY PULL BOXES INSTALLED BEHIND CURBS SHALL BE INSTALLED BETWEEN THE CURB AND THE PROPOSED / FUTURE SIDEWALK OR BEYOND THE PROPOSED / FUTURE SIDEWALK. AN EXCEPTION TO THIS NOTE WOULD BE PULL BOXES INSTALLED IN A MEDIAN. ANY PULL BOXES INSTALLED ALONG AN UNCURBED ROADWAY SHALL BE INSTALLED TEN (10) FEET FROM EDGE OF PAVEMENT TO EDGE OF PULL BOX WHERE RIGHT-OF-WAY PERMITS OR AS FAR FROM PAVEMENT AS PRACTICAL WHEN THERE IS INSUFFICIENT RIGHT-OF-WAY TO PROVIDE THE TEN (10) FOOT OFFSET. 8. A V4 INCH X 10 FOOT GROUND ROD SHALL BE INSTALLED IN THE NO. 7 PULL BOX (WITH THE EXTENSION) ADJACENT TO THE CONTROLLER CABINET. A % INCH X 10 FOOT GROUND ROD SHALL BE INSTALLED IN THE NO. 3 1% PULL BOX AT THE END of EACH STREET LIGHT DRAWING APPROVALS (SIGNATURES) CURCUIT. TWO GROUND ROD CLAMPS SHALL BE FURNISHED FOR EACH GROUND ROD FOR GROUNDING THE GROUND WIRE. 9. ONLY NEW CONDUIT AND CABLE SHALL BE INSTALLED. sr. ACQJ.STON/PROPERTY 10. THE CONDUIT LOCATIONS SHOWN ON PLAN ARE DIAGRAMMATIC REPRESENTATIONS ONLY. CONTRACTOR SHALL INSTALL CONDUIT TO AVOID CONFLICTS. ALL CONDUITS SHALL BE INSTALLED WITHIN EXISTING RIGHT-OF-WAY UNLESS OTHERWISE APPROVED. CONSTRuCTON MANAGLR 11. CONDUIT INSTALLED UNDER EXISTING PAVED DRIVEWAYS, THAT ARE NOT SCHEDULED TO BE RECONSTRUCTED AS PART OF THIS PROJECT, SHALL BE INSTALLED BY MEANS OF BORING. 12. ALL CONDUIT SHALL BE INSTALLED A MINIMUM OF 30 INCHES BELOW FINISHED GRADE, VER ZON WIRELESS RT ENGINEER EXCEPT WHEN CONDUITS CROSS CULVERTS OR ARE ROUTED ALONG BRIDGE AND WING WALLS. ANY CONDUIT INSTALLED LESS THAN 30 INCHES DEEP SHALL BE ENCASED IN CONCRETE PER PC/COT STANDARD SPECIFICATIONS 732-3.01. LA\DLDRD A=PROVAL 13. ALL ROADWAY STREET LIGHT SYSTEM CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS NOTED OTHERWISE. CONDUIT ADAJCENT TO CURB SHALL BE INSTALLED SIX (6) INCHES BACK OF DRAWN HY: NGO CURB AND 36 INCHES BELOW TOP OF CURB. CHECKED 8Y: CMS 14. ALL CONDUITS SHALL BE CLEANED BY COMPRESSED AIR. A PROPERLY SIZED CONDUIT PISTON OR MANDREL SHALL BE PULLED THROUGH THE CONDUIT PRIOR TO CABLE SCHEDJLE OF REVISIONS INSTALLATION. NO DATE DESCRIPTION BY 15. CONDUITS FOR FUTURE USE SHALL BE SEALED WITH A PROPERLY SIZED TAPERED POLYETHYLENE DUCT PLUG AT EACH TERMINATION POINT. THE #8 BARE BOND WIRE SHALL 4 08/04/16 CITY COMVENTS CMS BE LOOPED THROUGH THE PLUG PULL TAB AND TWO FEET OF SLACK DOUBLED BACK INTO THE CONDUIT. 3 04/01/16 CITY COVVLNTS CMS 16. AVOID PLACING UNDERGROUND CONDUIT OVER EXISTING WATER MAINS AND MAINTAIN 36 2 Dt/26/16 CITY COMMENTS CMS INCHES MINIMUM HORIZONTAL SEPARATION, TYPICAL FOR ALL CONDUIT INSTALLATIONS THROUGHOUT PROJECT. 1 08/26/15 CM/RF/RE COMMENTS CMS 17. ALL POLES SHALL BE WIRED AND GROUNDED PER PC/COT STD. DTL. 107, WITH THE EXCEPTION OF THE WIRE TYPE. REFER TO NOTE 18 FOR WIRE SIZE AND TYPE UNLESS SITE NAME: OTHERWISE NOTED ON THE PLANS. TUC VENTANA SC 18. TWO #10 AWG-XHHW CONDUCTORS SHALL BE INSTALLED FROM EACH LUMINAIRE TO THE CONCRETE PULL BOX ADJACENT TO THE POLE FOUNDATION, LEAVING THREE FEET OF SLACK FOR EACH CONDUCTOR (MEASURED FROM THE TOP OF THE PULL BOX) IN THE PULL BOX. SITE ADDRESS ROUTE FOUR CONDUCTORS TO THE LUMINAIRE WITH THE PHOTOELECTRIC CELL. AN IN -LINE 19'0 1/2 E. WNOVAT'ON PARK DR. FUSE SHALL BE INSTALLED FOR EACH LUMINAIRE IN THE ASSOCIATED PULL BOX. 19. DUAL ARC TUBE LAMPS SHALL BE USED ON ALL LUMINAIRES. ORD VA -LEY, AZ 85755 20. THE STREET LIGHTING PHOTOELECTRIC CELL SHALL BE MOUNTED ON THE LUMINIARE POLE CLOSEST TO THE STREET LIGHTING CONTROLLER OR, IF A CONTROLLER IS NOT REQUIRED, THE LUMINIARE POLE CLOSEST TO THE METER PEDESTAL. 21. THE TUCSON ELECTRIC POWER COMPANY CONSTRUCTION DEPARTMENT (918-8300) SHALL SEAL: BE CONTACTED BY THE CONTRACTOR TO VERIFY THE LOCATION OF THE ELECTRIC SERVICE CONNECTION AT THE INTERSECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING AND BACKFILLING THE TRENCH AND INSTALLING ANY NECESSARY SLEEVES UNDER SIDEWALKS OR DRIVEWAYS IN WHICH THE ELECTRIC SERVICE CABLE IN CONDUIT (CIC) IS TO BE INSTALLED BY TEP. [NOTE: IF NOT TEP, MODIFY NAME OF ELECTRIC UTILITY AND PROVIDE THE CORRECT NUMBER FOR THE UTILITY CONTACT PHONE NUMBER] 22. A MINIMUM OF TEN (10) FOOT RADIAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL METALLIC PARTS AND OVERHEAD ELECTRIC CONDUCTORS WHILE INSTALLING POLES AND LUMINAIRES. BLUE STAKE SHALL BE CONTACTED IF CONTRACTOR REQUIRES OVERHEAD PROTECTION. 23. A MINIMUM HORIZONTAL SEPARATION OF 24 INCHES SHALL BE MAINTAINED FROM ALL GAS LINES. 24. THE TRAFFIC SIGNAL OPERATION AT EXISTING SIGNALIZED INTERSECTIONS SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 25. UPON COMMENCEMENT OF WORK, TRAFFIC CONTROL DEVICES SHALL BE POSTED AND SOCET TITLE: MAINTAINED BY THE CONTRACTOR UNTIL SUCH A TIME AS THE WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICE SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE ENGINEER. GENERAL NOTES S,iCE' %LV37R: GN-2 CLIENT: US WEST PANEL BOX OWEST 1 VAULT Z � SsJo�o p E PROW AFEA QPr so d � u 4 a JQ =o = 0 4 3 N" INE R VIClNlTY MAP N T. S. DIRECTIONS TO SITE 22.7' ARM LENGTH POSITION OF GEODETIC COORDINATES LATITUDE 32' 26' 17.8" NORTH (NAD83) LONGITUDE 110' 56' 39.5" WEST (NAD83) GROUND ELEVATION 0 2813.3' (NAVD88) FROM THE VERIZON WIRELESS OFFICES IN TEMPE, ARIZONA HEAD WEST ON W GEMINI DRIVE TOWARD S ASH AVENUE; TURN LEFT ONTO S ASH AVENUE; TURN RIGHT ONTO W GUADALUPE ROAD; TURN LEFT AT THE FIRFST CROSS STREET ONTO S KYRENE ROAD; TURN RIGHT ONTO W GROVE PARKWAY; CONTINUE ONTO S PRIEST DRIVE; TURN RIGHT ONTO W ELLIOT ROAD; USE THE LEFT TWO LANES TO TURN LEFT TO MERGE ONTO 1-10 EAST TOWARD TUCSON; TAKE EXIT 240 FOR TANGERINE ROAD; TURN LEFT ONTO W TANGERINE ROAD; USE THE LEFT TWO LANES TO TURN LEFT ONTO E INNOVATION PARK DRIVE AND THE DESTINATION WILL BE ON THE RIGHT AT 1910 E. INNOVATION PARK DRIVE; ORO VALLEY, ARIZONA. SURVEY DATE 07/27/2015 BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM ARIZONA STATE PLANE COORDINATE ZONE CENTRAL, DETERMINED BY CPS OBSERVATIONS. BENCHMARK PROJECT ELEVATIONS ESTABLISHED FROM CPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION OF NGS 'GEOID 12A' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY OBSERVATIONS OF THE 'SMARTNET' REAL TIME NETWORK. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD88. UTILITY NOTES SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE DEFINITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL, RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. SURVEYOR'S NOTES SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY. FLOOD ZONE THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE "X". AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP(S), MAP ID #04019C1080L, DATED JUNE 16, 2011. LESSOR'S LEGAL DESCRIPTION SUBJECT AREA OF THIS SURVEY LIES WITHIN THE TOWN OF ORO VALLEY PUBLIC RIGHT—OF—WAY FOR E. INNOVATION PARK DRIVE. SCHEDULE "B" NOTE SUBJECT SITE LIES WITHIN A PUBUC RIGHT-OF-WAY FOR WHICH NO PROPERTY / TITLE REPORT WAS PROVIDED. LEGEND AP ASPHALT ----OSTREET LIGHT BLDG TOP OF BUILDING KO AIR CONDITIONING UNIT CONIC EDGE OF CONCRETE (D TELEPHONE MANHOLE D/W ACCESS DRIVEWAY FIRE HYDRANT EDR EDGE OF DIRT ROAD LIGHT POLE EP EDGE OF PAVEMENT ID ELECTRICAL TRANSFORMER FC FACE OF CURB ■ UTILITY PEDESTAL LP LIGHT POLE ® UTILITY VAULT NG NATURAL GRADE $ POSITION OF R/W SL RIGHT OF WAY STREET LIGHT * GEODETIC COORDINATES SW SIDEWALK SPOT SPOT ELEVATION TREES D4 WATER CONTROL VALVE CURBLINES CONCRETE LIMITS EXISTING BUILDINGS PARKING STRIPES — w — w — w — w — w — WATER LINES —GAS—GAS—GAS—GAS— GAS LINES —E —E —E —E —E — ELECTRIC LINES — F/0— F/0— F/O— F/0— F/0— FIBER OPTIC LINES SECTION LINES — — — — — — STREET CENTERLINES ----�-- RIGHT OF WAY LINES - - - - - - ADJACENT PROPERTY LINE - - - - - - - - - - - - - - - - - - - - - - - - - EASEMENT LINES - - - - - - - - - - - - - - - - - TIE LINES - - — - - - - LEASE AREA LIMITS - — — — — — — — — — — — - MAJOR CONTOUR INTERVAL - — — — — — — — — — — — - MINOR CONTOUR INTERVAL STREET LIGHT DETAIL 70. 3• GRAPHIC SCALE 1. 0 1 10 ]0 M ( IN Fear ) 1 inch - 10 tL /o / O YC13.2 o� � 0 0 �O pPO� �Oy e 41i LIGHT POLE (TO BE REPLACED) SEE DETAIL ON THIS SHEET / 264 L UNDERGROUND J ELECTRIC LINES iv}2851.6 /" coNc TREE t / \NZHLLG. / G / ' BUSHES / 4'vey GOING \ FC / \ / CONIC 3 / / TREE � BUSHES4\o / ING o 2813.3LP 0 0 / 4 4 / TREETREE rREE 6r NG \o / 4 / TREE 4\� / / 2815'1 O / �NO 1 CONC\o / UP \o 4 2814.8 o INO 4\ / �oJ� / e4w' �N F2fl15.% 2U'QV/ jk / �O J2�Oeo Q Qyo 4/ /v / NG / / Nc // FC LBL-\ 2815.2 / / NG 2515.0 / FC / verizon,/ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85283 PHONE: (480) 752-7238 DESIGN MANAGEMENT PROFESSIONAL r SiinoDes i g n 16616 EAST PALISADES BLVO, SUITE 102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: (480) 836-1701 FAX: (480) 836-1004 ww.sdllc.6z SURVEYING CONSULTANT: w 412 EAST SOUTHERN AVENUE TEMPE, ARIZONA 55282 (480)659-407 DRAWING APPROVALS (SIGNATURES) SITE ACQUISITION/PROPERTY CONSTRUCTION MANAGER VERIZON WIRELESS RF ENGINEER LANDLORD APPROVAL DRAWN BY: RC CHECKED BY: MF SCHEDULE OF REVISIONS NO I DATE I DESCRIPTION I BY 2 04/01/16 FLOOD NOTE (C) CK 1 08/13/15 NAME CHANGE MF 0 07/31/15 1 PRELIM SUBMITTAL RC SITE NAME: TUC VENTANA SC SITE ADDRESS: 1910 1/2 E. INNOVATION PARK ORO VALLEY, AZ 85755 PIMA COUNTY SEAL' SHEET TITLE: SITE SURVEY SHEET NUMBER: LS-1 1. EXISTING STREET CURB 2. APPROXIMATE LOCATION OF EXISITNG U.G. GAS LINE PER BLUE STAKE MARKING 3. APPROXIMATE LOCATION OF EXISTING U.G. ELECTRICAL LINE PER BLUE STAKE MARKING 4. EXISTING PARKING CURB (TYP.) 5. EXISTING CMU SCREEN WALL 6. EXISTING STREET ISLAND 7. EXISTING CONCRETE SIDEWALK TO REMAIN 8. APPROXIMATE LOCATION OF EXISTING U.G. FIBER LINE PER BLUE STAKE MARKING 9. EXISTING TREE (TYP.) Two workL.g doys before you dig, CALL FOR THE BLUE STAKE! 1 (602) 263-1100 or 1 (800) STAK=-iT (782-53z8) (OUTSIDE MARICOPA COUNTY) DESIGN CRITERIA REFERENCES FOR STREET LIGHTING: 1. STREET LIGHTING DESIGN SHOULD MEET OR EXCEED THE AVERAGE ILLUMINANCE PER THE AASHTO PUBLICATION, AN INFORMATIONAL GUIDE FOR ROADWAY LIGHTING, 1984. 2. POLE LOCATIONS SHOULD BE POSITIONED BEYOND THE AASHTO CLEAR ZONE REQUIREMENTS SPECIFIED IN THE AASHTO ROADSIDE DESIGN GUIDE, 2006, UNLESS OTHERWISE DIRECTED BY TOWN OF ORO VALLEY ENGINEERING. 3. LIGHT DISTRIBUTION SHALL SATISFY THE MOST RECENT O� �A- EDITION OF THE OVZCR SECTION 27.5. QP o= 4. ALL INSTALLATIONS SHALL MEET THE NATIONAL ELECTRIC �P CODE REQUIREMENTS. =p 5. INSTALLATIONS SHALL BE IN CONFORMANCE WITH THE ROADWAY LIGHTING - ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA, ANSI/IESNA RP-8, 2000. J=� Sip g o ti �Q, QP LEGEND p~ BLDG TOP OF BUILDING • STREET LIGHT CLF CHAIN LINK FENCE FIRE HYDRANT CONC CONCRETE cO, POWER POLE D/W ACCESS DRIVEWAY POSITION OF FC FACE OF CURB GEODETIC COORDINATES NG NATURAL GRADE SPOT ELEVATION R/W RIGHT OF WAY j ® TREES WATER CONTROL VALVE Op 4 NEW ANTENNA GROUND ROD .Zp 4V EXISTING ANTENNA .T GROUND BUS BAR Q REVISION ■ MECHANICAL GRIND. CONN. O CONSTRUCTION KEYED NOTE • CADWELD ® GROUND ACCESS WELL x DETAIL REFERENCE ❑e ELECTRIC BOX TELEPHONE BOX ELEVATION REFERENCE LIGHT POLE z SECTION REFERENCE 99JEHM GRAVEL ® PLYWOOD GROUT OR PLASTER o (E) BRICK SAND (E) MASONRY C� WOOD CONT. 0 CONCRETE WOOD BLOCKING EARTH ® STEEL / W W —W GAS —GAS— GAS O/H O/H O/H — E —E E E — F/0 F/0 F/0 FB F6— FB— F5 CHAIN LINK FENCE CURBLINES WATER LINES GAS LINES OVERHEAD LINES ELECTRIC LINES (E) FIBER OPTIC LINES (N) FIBER OPTIC LINE STREET CENTERLINES RIGHT OF WAY LINES LEASE AREA LIMITS MAJOR CONTOUR INTERVAL MINOR CONTOUR INTERVAL 1 � / 2 Jf 3 d / �Yy j- ajAll / 1 / of � I A 2 I � /, I 4� 0c_ ' /� 8 / 7 / 5 4 / 1 NORTH CLIENT: vedzon)/ 126 WEST GEMINI DRIVE TEMPE. ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: ISiinoDesign 16616 EAST PALISADES BOULEVARD UNIT /102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: DRAWING APPROVALS (SIGNATLRES) STE ACO'JISTON/PROPERTY CONSTRJCTON MANAOER VERiZON WIRELESS RF ENGINEER I LANDLORD APPROVAL DRAWN BY: JNGO CrLCKED BY: CMS SCHEDJ_E OF REVISIONS NO DATE DESCR FTION BY 4 08/04/16 CITY COMMENTS CVS 3 04/01/16 CITY COMMENTS CMS 2 01/26/16 CITY COMVENTS CMS 1 08/26/15 CM/RF/RE COMMLNTS�CMS SITE NAME: TUC VENTANA SC SITE ADDRESS: 1910 1/2 E. INNOVATION PARK DR. ORO VALLEY, AZ 85755 SEAL: S-EET TTLE OVERALL SITE PLAN SFf E' NUMBER: A-1 OVERALL SITE PLAN 22*04' SCALE: 1/8" _ 1'—O' i 11•.17• SCALE: 1/16' _ 1*-0 . B 6 4 2 D 8' 1 ANTENNAPLAN KEYED NOTES: 1. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE ® 33'-2" RAD CENTER. 2. NEW REPLACEMENT LIGHT POLE (BELOW) WITH ANTENNA SCREEN TO SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. 3. NEW LIGHT POLE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHERS. 4. NEW LOCATION OF REPLACEMENT LIGHT ARM, FIXTURE TO MATCH EXISTING AND COMPLY WITH TOWN OF ORO VALLEY AND PIMA COUNTY STANDARD DETAILS FOR PUBLIC IMPROVEMENTS. a� ENLARGED SITE PLAN KEYED NOTES: 1. NEW 35.6' TALL (8.625" DIA.) REPLACEMENT LIGHT POLE WITH j ANTENNA SCREEN, SEE STRUCTURAL DRAWING BY OTHERS. 2. NEW U.G. CONDUIT FOR POWER RUN FROM METER PEDESTAL TO NEW CABINET, SEE DETAIL 3 ON SHEET A-4 AND SEE ELECTRICAL DRAWING FOR DETAIL. 3. NEW METER PEDESTAL LOCATION, SEE ELECTRICAL DRAWINGS FOR DETAILS. 4. NEW U.G. CONDUIT FOR FIBER RUN FROM SITE VAULT TO NEW CABINET, SEE DETAIL 3 ON SHEET A-4. 5. NEW TRAFFIC RATED FIBER SITE VAULT. FINAL LOCATION TO BE DETERMINED BY PROVIDER. 6. NEW U.G. CONDUIT FOR FIBER RUN FROM MEET POINT VAULT TO SITE VAULT, SEE DETAIL 3 ON SHEET A-4. FINAL LOCATION TO BE DETERMINED BY PROVIDER. 7. NEW U.G. CONDUIT FOR POWER RUN FROM POWER SOURCE TO METER PEDESTAL, SEE DETAIL 3 ON SHEET A-4. FINAL LOCATION TO BE DETERMINED BY PROVIDER. 8. NEW U.G. CONDUIT FROM EXISTING ELECTRICAL VAULT TO NEW LIGHT �s v NEW LIGHT POLE AND ANTENNA LAYOUT N.T.S. 1 2'-4" DIA. ANTENNA SECTION KEYED NOTES: I I j j j 1. NEW (2) ANTENNAS. 1 II I 1 I I 2. NEW RF ANTENNA SCREEN, SEE I I I I I I STRUCTURAL DRAWING BY OTHERS. I I 1 1 1 I 3. NEW REPLACEMENT LIGHT POLE, SEE 2 II I I I STRUCTURAL DRAWING BY OTHERS. II 1 I I I 4. REPLACEMENT LIGHT ARM. II I I I I R_AD CENTER II I I I I II II I I 33'-2" A.G.L. 11 11 1 I I I I� I I I it li I I � 11 1 1 I I II II I I II 4 J_ L J NOTE: THE POLE SECTION, LIGHT ARM & FIXTURE SHOWN HERE ARE FOR INFORMATION ONLY. REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR POLE REPLACEMENT DETAILS ANTENNA SECTION DETAIL N.T.S. 2 NOTE: 11.9" CONTRACTOR TO VERIFY FOR FINAL RF DATA SHEETS WITH � CONSTRUCTION MANAGER PRIOR TO ANY CONSTRUCTION. NEW ANTENNA & COAXIAL CABLE TABLE SECTOR AZIMUTH (L (FT) FINE SIZE L (�T,TH COAX TYPE ALPHA 55' 33'-2" 4 ±60' LDF4-50A BETA 145' 33'-2" 4 }T�" ±607 LDF4-50A 0 NEW ANTENNA & COAXIAL CABLE SPECS. \\\\ 15 � /� / �`�� / � o�` Qe� 4/ / \\\�` CO SIDEWALK ETE N.T.S. j 3 ; ENLARGED SITE PLAN POLE, SEE DETAILS 1 & 8 ON SHEET A-4. 9. NEW LOW PROFILE EQUIPMENT CABINET MOUNTED ON NEW CONCRETE SLAB, SEE DETAIL 2 ON SHEET A-4. 10. EXISTING LIGHT POLE (8.4" DIA.), LIGHT ARM, FIXTURE & ITS FOUNDATION TO BE REMOVED AND REPLACED WITH A NEW POLE WITH NEW ANTENNA ARRAYS. 11. EXISTING U.G. POWER LINE TO BE REMOVED. 12. EXISTING ELECTRIC VAULT TO REMAIN. 13. EXISTING U.G. POWER LINE PER BLUE STAKE MARKING TO REMAIN. 14. EXISTING U.G. GAS LINE PER BLUE STAKE MARKING. 15. EXISTING STREET CURB TO REMAIN. 16. EXISTING CONCRETE SIDEWALK TO REMAIN. 17. NEW U.G. CONDUIT FOR COAXIAL CABLE RUNS FROM CABINET TO THROUGH LIGHT POLE FOUNDATION AND TO ANTENNAS ON LIGHT POLE 18. NEW GPS ANTENNA 19. EXISTING U.G. FIBER LINE PER BLUE STAKE MARKING. 20. NEW LANDSCAPE SHRUB TO MATCH EXISTING (TYP. OF 3) FOR SCREENING. SEE NOTE 4 21. NEW LANDSCAPE DRIP SYSTEM TO BE CONNECTED TO EXISTING DRIP SYSTEM. SEE NOTE 4 1. NEW REPLACEMENT POLE TO BE PAINTED PER TOWN OF ORO VALLEY REQUIREMENTS. 2. ANTENNAS AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH LIGHT POLE COLOR. 3. WHERE EXISTING CONCRETE IS TO BE REMOVED, CONTRACTOR SHALL FOLLOW THE EXISTING CONCRETE CONTROL JOINTS AND REPLACE AND FINISH NEW CONCRETE WORK TO MATCH EXISTING SURROUNDING SIDEWALKS. 4. NEW LANDSCAPE TO COMPLY WITH TOWN OF ORO VALLEY LANDSCAPE ORDINANCE 0 0/1 A / \O 4 4 r 4 r / c / o j4� � o / 0 / /N NORTH 22•x34" SCALE: 1/2' _ ,•-0' 4 11'x 17" SCALE: 1/4' = ,'-0' 2 1 0 2' I CLIENT. verizonv/ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL' SiinoDesign 16616 EAST PALISADES BOULEVARD UNIT 1102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: D.RAWIM1C APPROVALS (S:CNATLRES) STE ACOJISILON/PROPERTY DONSITRJCTION MANAG:R VERIZON WIRELESS RF ENGINEER LANDLORD APPROVAL DRAWN BY: ,;NGD CHECKED BY: CNS SCHEDULE O� REVS,ONS NO DATE DESCR,PTiON BY 4 08/04/16 CITY COMVLNTS CMS 3 04/C1/16 CITY COMMENTS CMS 2 01/26/16 CITY COMMENTS CMS 1 08/26/15 CM/RF/RE COV.MLNTS CMS TUC VENTANA SC SITE ADDRESS: 1910 1/2 E.INNOVATION PARK DR. ORD VALLEY. AZ 85755 SEAL: SHEET T111.E: ENLARGED SITE PLAN S,EET NLVi3i R: A-2 ELEVATION KEYED NOTES: ® ELEVATION KEYED NOTES: ® CLIENT: 1. NEW 35.6' TALL (8.625" DIA.) REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN ON TOP TO 1. NEW 35.6' TALL (8.625" DIA.) REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN ON TOP TO SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. SCREEN NEW ANTENNAS, SEE STRUCTURAL DRAWING BY OTHERS. Verizon� 2. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT 2. NEW (1) ANTENNA PER SECTOR, TOTAL OF (2) SECTORS MOUNTED TO NEW REPLACEMENT LIGHT POLE ® 33'-2" RAD CENTER LIGHT POLE ® 33'-2" RAD CENTER 3. NEW LOCATION OF REPLACEMENT LIGHT FIXTURE 4. NEW LESSEE OWNER & EMERGENCY PLAQUE ON EQUIPMENT CABINET 3. NEW LOCATION OF REPLACEMENT LIGHT FIXTURE 4. NEW LESSEE OWNER & EMERGENCY PLAQUE ON EQUIPMENT CABINET 126 WEST CEMINI DRIVE TEMPE, ARIZONA 85293 5. NEW LESSEE MILBANK METER PEDESTAL PER PROVIDER SPECIFICATIONS (THIS NEW METER IS 5. NEW LESSEE MILBANK METER PEDESTAL PER PROVIDER SPECIFICATIONS (THIS NEW METER IS PHONE: 480.752.7238 APPROXIMATELY 7.5 CUBIC -FOOT) APPROXIMATELY 7.5 CUBIC -FOOT) DESIGN MANAGEMENT PROFESSIONAL: 6. NEW LOW PROFILE EQUIPMENT CABINET MOUNTED ON NEW CONCRETE SLAB 6. NEW LOW PROFILE EQUIPMENT CABINET MOUNTED ON NEW CONCRETE SLAB 7. EXISTING LIGHT POLE (8.4" DIA.), LIGHT ARM, FIXTURE & ITS FOUNDATION TO BE REMOVED 7. EXISTING LIGHT POLE (8.4" DIA.), LIGHT ARM, FIXTURE & ITS FOUNDATION TO BE REMOVED ®S i i n o D e s i n AND REPLACED WITH NEW LIGHT POLE (BEYOND) AND REPLACED WITH NEW LIGHT POLE (BEYOND) 8. EXISTING TREE (TYP.) 9. EXISTING SHRUB (TYP.) 8. EXISTING TREE (TYP.) 9. EXISTING SHRUB (TYP.) 16616 EAST PALISADES BOULEVARD UNIT #102 10. EXISTING CONCRETE SIDEWALK TO REMAIN 11. EXISTING STREET CURB TO REMAIN 10. EXISTING CONCRETE SIDEWALK TO REMAIN 11. NEW LIGHT POLE CONCRETE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHER FOR DETAILS FOUNTAIN HILLS, ARIZONA 8526E PHONE: 480.836.1701 FAX: 480.836.1004 12. NEW LIGHT POLE CONCRETE FOUNDATION, SEE STRUCTURAL DRAWING BY OTHER FOR DETAILS 12. NEW U.G. CONDUIT FOR COAXIAL CABLE RUN FROM CABINET TO NEW LIGHT POLE WWW.SIINODESIGN.COM 13. NEW U.G. CONDUIT FOR COAXIAL CABLE RUN FROM CABINET TO NEW LIGHT POLE 13. NEW U.G. CONDUIT FROM EXISTING ELECTRICAL VAULT TO NEW LIGHT POLE ENGINEERING CONSULTANT: 14. NEW GPS ANTENNA 14. NEW GPS ANTENNA 15. NEW LANDSCAPE SHRUB TO MATCH EXISTING (TYP. OF 3) FOR SCREENING. SEE NOTE 4 15. NEW LANDSCAPE SHRUB TO MATCH EXISTING (TYP. OF 3) FOR SCREENING. SEE NOTE 4 2 2 I IIII I � 3 IIII I IIII I II I II I II II IIII I IIII I �� I IIl}lI(p I I jiI 3 ,.f8� DRAw1NG APPROVALS (SIGNATURES) � f 5 r x?r� f/ +4/} a I < fu{ 'l\"�c-5Ti!v-,wY�Sc`tS.7� JCL`-.rvr QLd t s' `�qh` ✓,?t f t nt<' ... /.,.T`L C^•. F'. -'``tir k r` yASCC 2 ,.-..r\� : C; 1 �- p '��+, Q SITE ACOiiISi TON/PROPCRTY R ti 3^ w c� �, b (Y z X Y �;� c1 ,( �, S .Tan,ir 1 Lr :• fySh `�� z r' \\ J W T,V,Y kl 1! e' µ T 3r �. < _ (1 [ 1i,✓c� - ,:, �" `l �y \ x �� i^; Ci � �,� - �i,-'iC .V •�c�' e}',� Jd�•C h u 4 Z w -` CONSTR;ICTON MANAG_R > Y,`��,-$'!,'z.S�I Ly ir+ .. 11 Q y, ""`14,. 3''"•�yL G^rY a-„!. ~ ~ `� k �?��, Z Z - ' or n.._ i fit \ 1- A , �,til'� Q w z '.'SW :r N",C /��o- �!' w F1 t U^ --� C tF > ` t.•; �r) tk:. f- '`\� ti7`- i2, ^ �/{Ita )c ('. _ k ' ' C tC����'9i Ttti a4,-�`�'' G G�11, i < `� �C'.� �1) M r v r£P)r= fi� lT. ,s' �, �> CC`ti� �,,fN' �\ �i--. °✓^, n 1 H H z z a w z C0 ,•iJ`r iP, %" J/c`w `c `( f' �trf fir;�.d §} . r a w �5.` f �.,., ' i''� •-� N! C L~N w w U Q U r` 'C O it rf. n. 3 �r J /�, (-�C. t t^ v �• Sti '' S(^\v ^ Y S fir`,!', v� ^ ?i �r S 4...�, �` rz, , r, S 1 l 2-,..„�`��f, 7'r� ��� �r� y� _ - 1 -(. 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':. �. �-'�` ✓ ✓ \ s z w w NO DATE D_SCR P ON BY 4 09 04 16 CITY COMVCNTSLl CNS w0 W w �� w•. yT J C �. w NV;,;-.` `- w e3 U� O zL, < �_ \ 4* �': a O a O w w zaY i T1I :.,;a-- \ O 2-."+ i° s �fi.,'t:y�) �-'^. t A,�� �:..> ��� IF ✓ Y V w o.. U O d USEi o L` o 8.625 0 o a Cyr x cD oa w `! - ,� O ao /.�- 8.4"0 €� :'t 8.6250 / N iv x cD 3 04/C1/16 CITY COMVENTS CMS 2 O1/26/16 CITY CCVVENTS CMS O 1 1y.I ° : 0 p / � M iO N , I I c0 , y r /� i/ / I cO =l M 1 OB/26/15 CM/R-/RE COVMENTS CNS �� M n M ✓/ `: ✓�/ i{ M O ,� M ~ no ; t I I 7 1 (, ui n M SITE NAME: M 5 ` M 14 I M I 5 V) ' TUC VENTANA SC 15 6 4 i 9 I tI 14 1 15 j I 9 II t 10 6 4 j SITE ADDRESS: 1910 1/2 E. INNOVATION PARK DR. ORO VALLEY, AZ 85755 \\\11 '\\/l\\/-\\/-\\/�\\/i\\��\ ' a �\\/���\\//\/ . / �//� l//\//\\//,\//-,// • D // / / /- 7 SEAL: .///, \// . . . cO U I I l I too 3 00N I I \ 13 I I 13 I I I 12 co N I w I N I I 12 I I w I 11 rn F L__J NOTES NOTES L__J 1. NEW REPLACEMENT POLE TO BE PAINTED PER 1. NEW REPLACEMENT POLE TO BE PAINTED PER SEE TOWN OF ORO VALLEY REQUIREMENTS. TOWN OF ORO VALLEY REQUIREMENTS. SEE STRUCK 2. ANTENNAS AND MOUNTING HARDWARE SHALL 2. ANTENNAS AND MOUNTING HARDWARE SHALL STRUCTURAL BE PAINTED TO MATCH LIGHT POLE COLOR. BE PAINTED TO MATCH LIGHT POLE COLOR. 3. WHERE EXISTING CONCRETE IS TO BE 3. WHERE EXISTING CONCRETE IS TO BE REMOVED, CONTRACTOR SHALL FOLLOW THE REMOVED, CONTRACTOR SHALL FOLLOW THE S-EET T TLe EXISTING CONCRETE CONTROL JOINTS AND EXISTING CONCRETE CONTROL JOINTS AND REPLACE AND FINISH NEW CONCRETE WORK REPLACE AND FINISH NEW CONCRETE WORK ELEVATIONS TO MATCH EXISTING SURROUNDING SIDEWALKS. TO MATCH EXISTING SURROUNDING SIDEWALKS. 4. NEW LANDSCAPE TO COMPLY WITH TOWN OF 4. NEW LANDSCAPE TO COMPLY WITH TOWN OF ORO VALLEY LANDSCAPE ORDINANCE ORO VALLEY LANDSCAPE ORDINANCE _ S-EET 22•x34• SCALE: 1/4• - 1'-0' SOUTHWEST ELEVATION 1,'x17• SCALE: 1/8• - V-D' 4• 3' 2 1' D 4 1 NORTHWEST ELEVATION 22'x34• SCALE: 1/4• a 1'-0• 11'x17• SCALE: 1/6• _ , -0• 4 3• 2 , D 41 2 SINGLE CONDUIT TRENCH KEYED NOTES: 1. MATCH EXISTING SURFACE AND MATERIAL, SEE PCDOT TRAFFIC ENGINEERING SD-216 FOR DETAILS 2. FINISHED GRADE 3. BACKFILL MATERIAL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY / TOWN OF ORO VALLEY SPECIFICATIONS AND DETAILS 4. DETECTABLE WARNING TAPE 18" ABOVE CONDUIT 5. SHORING, OR SLOPE SIDES PER OSHA REQUIREMENTS 6. BEDDING MATERIAL SHALL CONSIST OF CLASS B PORTLAND CEMENT CONCRETE WHEN REQUIRED BY SECTION 975-3.01 (G) 7. PLASTIC CONDUIT SPACERS, INSTALL CONDUIT AS REQUIRED TO MAINTAIN CONDUIT AUGMENT. TIE DOWN SPACERS TO PREVENT DISPLACEMENT DURING ENCASEMENT. 8. PVC CONDUIT PER SITE PLAN SPECIFICATION NOTES: ' 1. THIS DETAIL NOT APPLICABLE TO WATER LINES) 2. REFER PCDOT DETAIL # 3" FO-100 TYPE 1 FOR MORE MIN. DETAIL SINGLE CONDUIT TRENCH DETAIL i 3" n z MIN. MULTIPLE CONDUITS TRENCH KEYED NOTES: 1. MATCH EXISTING SURFACE AND MATERIAL, SEE PCDOT TRAFFIC ENGINEERING SD-216 FOR DETAILS 2. FINISHED GRADE 3. BACKFILL MATERIAL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE PIMA COUNTY / TOWN OF ORO VALLEY SPECIFICATIONS AND DETAILS 4. DETECTABLE WARNING TAPE 18" ABOVE CONDUIT 5. SHORING, OR SLOPE SIDES PER OSHA REQUIREMENTS 6. BEDDING MATERIAL SHALL CONSIST OF CLASS 8 PORTLAND CEMENT CONCRETE WHEN REQUIRED BY SECTION 975-3.01 (G) 7. PLASTIC CONDUIT SPACERS, INSTALL CONDUIT AS REQUIRED TO MAINTAIN CONDUIT AUGMENT. TIE DOWN SPACERS TO PREVENT DISPLACEMENT DURING ENCASEMENT. 8. PVC CONDUITS PER SITE PLAN SPECIFJCAT=I o 1. THIS DETAIL NOT APPLICABLE TO WATER LINE(S) 2. REFER PCDOT DETAIL # MIN. MIN. FO-100 TYPE 1 FOR MORE n^ II 3" DETAIL �f I� MIN. N.T.S. 1 1 MULTIPLE CONDUITS TRENCH DETAIL 1. OUTLINE OF CABINET. 2. )4" CHAMFER EDGE (TYP.) 3. LOCTION OF 34 0 HOLE (TYP.) 4. USE ITW RED HEAD TRUBOLT + WEDGE ANCHOR Y2" DIA. ANCHOR BOLT W/ 3Y4" MIN EMBEDMENT (TOTAL 4); VERIFY SIZE W/ MANUFACTURER SPECS. 5. 3" REINFORCEMENT CLEARANCE FROM SLAB PERIMETER 6. NATURAL SOIL 7. 6" THK. MIN. CRUSHED STONE OR COMPACTED GRANULAR FILL 8. FINISHED GRADE LEVEL 9. 6" THK. SLAB W/ #4 ® 12" O.C. EACH WAY; SLAB FINISH 3" ABOVE GRADE 10. CUTOUT IN FLOOR FOR COAXIAL CABLE STUB -UP 11. CUTOUT IN FLOOR FOR FIBER AND POWER STUP-UP NOTE: VERIFY DIMENSIONS WITH CABINET MANUFACTURER ALONG WITH LOCATION OF BASE FRAME CONNECTIONS. f- 2'-4" -f O i i� PT AU VTFW •00A ELEVATION VIEW 5 io ~' 2 3• 9 8 .,--y-� 7 6 6" 2'-4" 6" CT AR nVTATT CABINET CONCRETE SLAB DETAIL 6" WIDE 4" HIGH SIGN WITH WHITE LETTERS ON WHITE BACKGROUND 6" This is an Antenna Site Site ID: For information, call: 800-264-6620 NOTE: ALL FACILITY PLAQUES TO BE MOUNTED AT EQUIPMENT CABINET OWNER SIGN BATTERY WARNING SIGN KEY N OTES: 1. RED DIAMOND 2. YELLOW DIAMOND 3. BLUE DIAMOND 4. WHITE DIAMOND 5. 3" X 3" DIAMOND HAZARD SIGN NOTE: ALL FACILITY PLAQUES TO BE MOUNTED AT EQUIPMENT CABINET N.T.S.1 2 1 EMERGENCY PLAQUE DETAIL z s 17 STREET LIGHT POLE WIRING DIAGRAM KEYED NOTES:® 1. LUMINAIRE 2. LEAVE 8" SLACK IN LUMINAIRE WIRE 3. TERMINAL BLOCK 4. GROUND TO LUMINAIRE POLE BASE 5. #12 TYPE THW BLACK (3' SLACK IN POLE BASE) 6. (1) #12 BARE COPPER 7. OUTLINE OF PULL BOX 8. #4 BARE COPPER (UPPER GROUND) 9. (1) #8 BARE COPPER 10. (2) TYPE THW, OR AS SPECIFIED (3' SLACK IN PULL BOX FOR EACH CONDUCTOR) REFER TOWN OF ORO VALLEY STANDARD DETAIL T-107 FOR STREET LIGHT POLE WIRE 1. (2) SINGLE POLE BUSS IN THE LINE WATERPROOF FUSE HOLDER. 600 VOLT KTK TYPE FUSE SIZE AS SPECIFIED ON OIN-LINE FUSE SIZE TABLE 2. ONLY ONE FUSE REQUIRED FOR 120V SYSTEM. USE FNM TYPE 250V FUSES FOR 120/240V SYSTEMS 3. FOR 120V SYSTEMS NEUTRAL SHALL BE WHITE. TAPE COLOR CODING NOT ACCEPTABLE 4. IN NO CASE THE FUSE SIZE SHALL BE LARGER THAN 20A FOR #12 THW COPPER (NEC ART 310) 5. IN -LINE FUSE CONNECTORS SHALL BE THREADED -LOCKING TYPE AND PROVIDE A WATERTIGHT CONNECTION CLIENT: venzoal r5 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 I -" DESIGN MANAGEMENT PROFESSIONAL F SiinoDesign I I 16616 EAST PAUSADES BOULEVARD I I 9 UNIT %102 I I 10 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM t4p ---- 1 D ENGINEERING CONSULTANT: IN -LINE FUSE SIZES HPS LUMINAIRE WATTAGE LINE VOLTA 120 240 480 AMPLHAGL HAIING 0 4 1 150 6 5 50 10 N.T.S.1 3 I STREET LIGHT POLE WIRE DIAGRAM DETAIL N.T.S.I 4 1 NOT USED N.T.S. 151NOTUSED N.T.S. 8 DRAYBNO A"r?ROYALS (SICNATJRES) SITE ACOU'SITON/PROPERTY CONSTRJCTON MANAGER VERIZON W,RELESS RF ENCA'EER LA\DL03D APPROVAL DRAWN BY: JNCO Cr,ECKED BY: CMS SCdEDJLE OF REVIS 0\S NO DATE DESCR P TION ©Y 4 08/04/16 CITY COMMENTS I CMS 3 04/01/16 CITY CONVENTS NZISSS 2 01/26/16 CITY COMMENTS 1 08/26/15 CM/RF/RE COMMENTS Cl SITE NAME: TUC VENTANA SC NOT USED N.T.S. 9 SITE ADDRESS: 1910 112 E. INNOVATION PARS( DR. ORO VALLEY, AZ 85755 S A,: SEE T T.TLE: CONSTRUCTION DETAILS S,E,T NILVBER: NOT USED N.T.S. 10 A-4 ELECTRICAL GENERAL REQUIREMENTS A. SCOPE OF WORK: ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE INDICATED. FURNISH ALL LABOR, EQUIPMENT, TECHNICAL SUPERVISION, AND INCIDENTAL SERVICES REQUIRED TO COMPLETE, TEST AND LEAVE READY FOR OPERATION THE ELECTRICAL SYSTEMS AS SPECIFIED AND AS INDICATED ON DRAWINGS. B. ORDINANCES AND CODES: PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES AND REGULATIONS, THE RULES AND REGULATIONS OF NFPA, NECA, AND UL, UNLESS OTHERWISE INDICATED. C. UNLESS OTHERWISE INDICATED, ALL REQUIRED PERMITS, LICENSES, INSPECTIONS, APPROVALS AND FEES FOR ELECTRICAL WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, RULES AND REGULATIONS. D. THE DRAWINGS SHOW THE LOCATION AND GENERAL ARRANGEMENT OF EQUIPMENT, ELECTRICAL SYSTEMS AND RELATED ITEMS. THEY SHALL BE FOLLOWED AS CLOSELY AS ELEMENTS OF THE CONSTRUCTION WILL PERMIT. FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN, AS NOTED OR IMPLIED, NOT LIMITED TO WHAT IS SHOWN. ALL APPURTENANCES, BASES, PADS, SUPPORTS NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED IN CONTRACTOR'S BID. E. IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR CLARIFICATIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER IF THE CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, HE ACCEPTS RESPONSIBILITY TO CORRECT AT HIS COST ANY SUCH ITEM TO MEET INTENT AS DEFINED BY ENGINEER. F. EXAMINE THE DRAWINGS OF OTHER TRADES AND VERIFY THE CONDITIONS GOVERNING THE WORK ON THE JOB SITE. ARRANGE WORK ACCORDINGLY, PROVIDING SUCH FITTINGS, CONDUIT, JUNCTION BOXES AND ACCESSORIES AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. G. COORDINATE ARRANGEMENT, MOUNTING AND SUPPORT OF ELECTRICAL EQUIPMENT WITH OTHER TRADES. H. VISIT THE SITE, EXAMINE AND VERIFY THE CONDITIONS UNDER WHICH THE WORK MUST BE CONDUCTED BEFORE SUBMITTING PROPOSAL. THE SUBMITTING OF A PROPOSAL IMPLIES THAT THE CONTRACTOR HAS VISITED THE SITE AND UNDERSTANDS THE CONDITIONS UNDER WHICH THE WORK MUST BE CONDUCTED. NO ADDITIONAL CHARGES WILL BE ALLOWED BECAUSE OF FAILURE TO MAKE THIS EXAMINATION OR TO INCLUDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK. I. BIDS SHALL BE BASED UPON MANUFACTURED EQUIPMENT SPECIFIED. VOLUNTARY ALTERNATES MAY BE SUBMITTED FOR CONSIDERATION, WITH LISTED ADDITION OR DEDUCTION TO THE BID. J. WARRANTY: CONTRACTOR SHALL WARRANTY THAT THE ELECTRICAL INSTALLATION IS FREE FROM DEFECTS AND AGREES TO REPLACE OR REPAIR, TO THE OWNER'S SATISFACTION, ANY PART OF THIS ELECTRICAL INSTALLATION WHICH BECOMES DEFECTIVE WITHIN A PERIOD OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION FOLLOWING FINAL ACCEPTANCE, PROVIDED THAT SUCH FAILURE IS DUE TO DEFECTS IN THE EQUIPMENT, MATERIAL, WORKMANSHIP OR FAILURE TO FOLLOW THE CONTRACT DOCUMENTS. K.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY SERVICES INCLUDING EQUIPMENT AND INSTALLATION REQUIRED TO MAINTAIN OPERATION AS A RESULT OF ANY EQUIPMENT FAILURE OR DEFECT DURING WARRANTY PERIOD. L. FILE WITH THE OWNER ANY AND ALL WARRANTIES FROM THE EQUIPMENT MANUFACTURERS INCLUDING THE OPERATING CONDITIONS AND PERFORMANCE CAPACITIES THEY ARE BASED ON. M.IN GENERAL, DEMOLITION WORK IS INDICATED ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE THE FULL EXTENT AND CHARACTER OF THIS WORK. N. UNLESS SPECIFICALLY NOTED TO THE CONTRARY, REMOVED MATERIALS SHALL NOT BE REUSED IN THE WORK. SALVAGED MATERIALS THAT ARE TO BE REUSED SHALL BE STORED SAFE AGAINST DAMAGE AND TURNED OVER TO THE APPROPRIATE TRADE FOR REUSE. SALVAGED MATERIALS OF VALUE THAT ARE NOT TO BE REUSED SHALL REMAIN THE PROPERTY OF THE OWNER UNLESS SUCH OWNERSHIP IS WAIVED. ITEMS ON WHICH THE OWNER WAIVES OWNERSHIP SHALL BECOME THE PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE AND LEGALLY DISPOSE OF SAME, AWAY FROM THE PREMISES. 0.CONSULT WITH THE OWNER'S REPRESENTATIVE AS TO THE METHODS OF CARRYING ON THE WORK SO AS NOT TO INTERFERE WITH THE OWNER'S OPERATION ANY MORE THAN ABSOLUTELY NECESSARY. ACCORDINGLY, ALL SERVICE LINES SHALL BE KEPT IN OPERATION AS LONG AS POSSIBLE AND THE SERVICES SHALL ONLY BE INTERRUPTED AT SUCH TIME AS WILL BE DESIGNATED BY THE OWNER'S REPRESENTATIVE. P. ALL CUTTING, PATCHING AND REPAIR WORK SHALL BE PERFORMED BY THE CONTRACTOR THROUGH APPROVED, QUALIFIED SUBCONTRACTORS. CONTRACTOR SHALL INCLUDE FULL COST OF SAME IN BID. 0. PROVIDE ALL EXCAVATION, TRENCHING, TUNNELING, DEWATERING AND BACKFILLING REQUIRED FOR THE ELECTRICAL WORK. COORDINATE THE WORK WITH OTHER EXCAVATING AND BACKFILLING IN THE SAME AREA. R.INSPECT THE INSTALLATION OF ALL EQUIPMENT PER THE MANUFACTURER'S RECOMMENDATION AND APPLICABLE CODES. S. PROVIDE UL APPROVED FIRE -STOPPING SYSTEM FOR ALL PENETRATIONS PASSING THROUGH FIRE RATED ASSEMBLIES. T. COMPLY WITH NECA 1. U. PROVIDE COMPLETE OPERATION AND MAINTENANCE INSTRUCTIONAL MANUALS COVERING ALL ELECTRICAL EQUIPMENT HEREIN SPECIFIED, TOGETHER WITH PARTS LISTS. V. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER, RECORD DRAWINGS ON ELECTRONIC MEDIA OR BOND WHICH HAVE BEEN NEATLY MARKED TO REPRESENT AS -BUILT CONDITIONS FOR ALL NEW ELECTRICAL WORK. W. SUBMIT FOR APPROVAL SHOP DRAWINGS FOR ALL ELECTRICAL SYSTEMS OR EQUIPMENT BUT NOT LIMITED TO THE ITEMS LISTED BELOW: 1. PANELBOARDS 2. DISCONNECT SWITCHES 3. WIRING DEVICES 4. LIGHTING FIXTURES 5. FUSES W.PROVIDE AND INSTALL ARC -FLASH HAZARD LABELS ON EACH ELECTRICAL EQUIPMENT AND ENCLOSURES DEFINED BY NFPA 70E. LABELS SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 70E AND CONTAIN AS A MINIMUM: 1. VOLTAGE (PHASE -PHASE) 2. FLASH PROTECTION BOUNDARY (INCHES) 3. INCIDENT ENERGY LEVEL AT THE WORKING DISTANCE (CA/CM2) 4. PERSONNEL PROTECTIVE EQUIPMENT (PPE) CLASS AND DESCRIPTION. 5. RESTRICTED APPROACH BOUNDARY (INCHES) 6. LIMITED SHOCK APPROACH BOUNDARY (INCHES) 7. PROHIBITED SHOCK APPROACH BOUNDARY (INCHES) GROUNDING AND BONDING A. EQUIPMENT GROUNDING: COMPLY WITH NFPA 70, ARTICLE 250, FOR TYPES, SIZES, AND QUANTITIES OF EQUIPMENT GROUNDING CONDUCTORS, UNLESS SPECIFIC TYPES, LARGER SIZES, OR MORE CONDUCTORS THAN REQUIRED BY NFPA 70 ARE INDICATED. B. PROVIDE EQUIPMENT GROUNDING CONDUCTORS IN EACH RACEWAY. C. ALL GROUND/BONDING CONDUCTORS SHALL BE MULTI -CONDUCTOR TYPE (UL LABELED ROPE STRAND BUILDING WIRE CLASS "M") BARE OR INSULATED AS NOTED OR REQUIRED. CONDUCTORS AND CABLES A. CONDUCTOR MATERIAL: COPPER COMPLYING WITH NEMA WC 70; STRANDED CONDUCTOR, RATED FOR 600V, 98% CONDUCTIVITY. B. CONDUCTOR INSULATION TYPES: TYPE THHN-THWN, SO, COMPLYING WITH NEMA WC 70. CONDUCTOR INSTALLATION WILL BE CONTINUOUSLY COLOR COATED UP TO SIZE 500 KCMIL. C. CONCEAL CABLES IN FINISHED WALLS, CEILINGS, AND FLOORS, UNLESS OTHERWISE INDICATED. D. USE CONDUCTOR NOT SMALLER THAN 12 AWG FOR POWER AND LIGHTING CIRCUITS. UNLESS INDICATED OTHERWISE, ALL CIRCUITS SHALL BE 2#12, 1#12G, 3/4"C. E. USE CONDUCTOR NOT SMALLER THAN 14 AWG FOR CONTROL CIRCUITS, PROVIDED BY ELECTRICAL CONTRACTOR. F. SUPPORT COMMUNICATION CABLES FROM STRUCTURE ABOVE, USING SPRING METAL CLIPS OR PLASTIC CABLE TIES TO SUPPORT CABLES FROM STRUCTURE. G. USE "STA-KON" CONNECTORS TO TERMINATE STRANDED CONDUCTORS #10 AWG AND SMALLER TO SCREW TERMINALS. H. CONDUCTOR AND INSULATION APPLICATIONS: 1. FEEDERS: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 2. BRANCH CIRCUITS, INCLUDING IN CRAWLSPACES: TYPE THHN-THWN, SINGLE CONDUCTORS IN RACEWAY. 3. CORD DROPS AND PORTABLE APPLIANCE CONNECTIONS: TYPE SO, HARD SERVICE CORD 4. CLASS 1 CONTROL CIRCUITS: TYPE THHN -THHWN IN RACEWAY. 5. CLASS II CONTROL CIRCUITS: POWER LIMITED CABLE RACEWAYS AND BOXES A. SURFACE METAL RACEWAYS: GALVANIZED STEEL WITH SNAP -ON COVERS. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING. WIREMOLD OR EQUAL. SIZE/TYPE AS SHOWN ON DRAWINGS. B. MINIMUM RACEWAY SIZE: 3/4-INCH TRADE SIZE. C. INSTALL CONDUIT IN ACCORDANCE WITH NECA NATIONAL ELECTRICAL INSTALLATION STANDARDS' D. ROUTE CONDUITS IN FINISHED AREAS WITH EXPOSED CEILINGS AT UNDERSIDE OF STRUCTURAL DECK OR AS HIGH AS POSSIBLE. WHERE STEEL METAL DECK ON STEEL JOIST CONSTRUCTION, ROUTE CONDUITS ABOVE JOISTS. DO NOT SECURE CONDUIT TO BOTTOM OF JOISTS. E. RACEWAY APPLICATIONS: 1. OUTDOORS ABOVE GRADE AND WET LOCATIONS: RIGID STEEL OR IMC. 2. OUTDOORS, BELOW GRADE: SCHEDULE 80 PVC WITH RIGID STEEL SWEEPS. PROVIDE WITH #16 AWG CU TRACING WIRE WITH 12" SPARE ACCESSIBLE AT EACH END. 3. INDOORS, BELOW SLAB ON GRADE: SCHEDULE 80 PVC WITH RIGID STEEL SWEEPS. 4. INDOORS, NOT EXPOSED TO PHYSICAL DAMAGE: EMT 5. INDOORS, EXPOSED TO PHYSICAL DAMAGE (EXPOSED, BELOW 10'): RIGID STEEL OR IMC. 6. CONNECTIONS TO MOTORS AND TRANSFORMERS: LIQUID TIGHT FLEXIBLE METAL CONDUIT (LFMC) E. ALL FITTINGS MUST BE STEEL COMPRESSION TYPE OR STEEL SET SCREW TYPE. F. COMPLETED RACEWAY SYSTEMS SHALL BE REAMED AND SWABBED PRIOR TO CONDUCTOR INSTALL. WIRING DEVICES A. STRAIGHT -BLADE -TYPE RECEPTACLES: COMPLY WITH NEMA WD 1, NEMA WD 6, DSCC W-C-596G, AND UL 498. CONFIGURATION 5-20R DUPLEX RECEPTACLE. HUBBELL HBL 5352 OR EQUAL BY PASS & SEYMOUR OR LEVITON. B. GFCI RECEPTACLES: STRAIGHT BLADE, FEED -THROUGH TYPE, GENERAL DUTY GRADE, WITH INTEGRAL NEMA WD 6, CONFIGURATION 5-20R DUPLEX RECEPTACLE; COMPLYING WITH UL 498 AND UL 943. DESIGN UNITS FOR INSTALLATION IN A 2-3/4-INCH- (70-MM-) DEEP OUTLET BOX WITHOUT AN ADAPTER. HUBBELL GF5352 OR EQUAL BY PASS & SEYMOUR OR LEVITON. C. WALL SWITCHES: SINGLE AND DOUBLE -POLE SWITCHES: COMPLY WITH DSCC W-C-896F AND UL 20. HUBBELL WIRING DEVICE, KELLEMS 1220 SERIES OR EQUAL BY PASS & SEYMOUR OR LEVITON. D. WALL PLATES: PROVIDE STAINLESS STEEL WALL PLATES IN FINISHED AREAS E. WIRING DEVICE COLOR AS SELECTED BY ARCHITECT UNLESS OTHERWISE INDICATED OR REQUIRED BY NFPA 70. F. CONNECT WIRING DEVICE GROUNDING TERMINAL TO OUTLET BOX WITH BONDING JUMPER. USE OF QUICK GROUND STRAP OR SCREW IS NOT ACCEPTABLE. G. RECEPTACLES: IDENTIFY PANELBOARD AND CIRCUIT NUMBER FROM WHICH SERVED. USE ADHESIVE LABEL WITH BLACK FILLED LETTERING ON FACE OF WALL PLATE, AND DURABLE WIRE MARKERS OR TAGS INSIDE OUTLET BOXES. H. CORD AND PLUG SETS: MATCH VOLTAGE AND CURRENT RATINGS AND NUMBER OF CONDUCTORS TO REQUIREMENTS OF EQUIPMENT BEING CONNECTED. 1. CORD: RUBBER -INSULATED, STRANDED -COPPER CONDUCTORS, WITH TYPE SOW -A JACKET; WITH GREEN -INSULATED GROUNDING CONDUCTOR AND EQUIPMENT -RATING AMPACITY PLUS A MINIMUM OF 30 PERCENT. 2. PLUG: NYLON BODY AND INTEGRAL CABLE -CLAMPING JAWS. MATCH CORD AND RECEPTACLE TYPE FOR CONNECTION. ENCLOSED SWITCHES AND CIRCUIT BREAKERS A. FUSIBLE AND NON -FUSIBLE SWITCHES: NEMA KS 1, QUICK MAKE, QUICK -BREAK LOAD INTERRUPTER ENCLOSED KNIFE SWITCH TYPE HD, WITH CLIPS OR BOLT PADS TO ACCOMMODATE SPECIFIED FUSES (IF REQUIRED), EXTERNALLY OPERABLE LOCKABLE HANDLE WITH CAPABILITY TO ACCEPT TWO PADLOCKS, AND INTERLOCKED WITH COVER IN CLOSED POSITION. SQUARE D OR EQUAL. B. TOGGLE DISCONNECT SWITCH: HEAVY DUTY, 30A, 600 VOLT, DOUBLE OR THREE POLE AS REQUIRED, SINGLE THROW, MOTOR RATED SWITCH WITHOUT OVERLOAD PROTECTION. PROVIDE NEMA 1 ENCLOSURE AND PADLOCK ATTACHMENT. C. MOLDED -CASE CIRCUIT BREAKER: NEMA AB 1, WITH INTERRUPTING CAPACITY TO MEET AVAILABLE FAULT CURRENTS. THERMAL -MAGNETIC CIRCUIT BREAKER WITH INVERSE TIME -CURRENT ELEMENT FOR LOW-LEVEL OVERLOADS AND INSTANTANEOUS D. MOLDED -CASE SWITCHES: MOLDED -CASE CIRCUIT BREAKER WITH FIXED, HIGH -SET INSTANTANEOUS TRIP ONLY, AND SHORT-CIRCUIT WITHSTAND RATING EQUAL TO EQUIVALENT BREAKER FRAME SIZE INTERRUPTING RATING. E. COMPLY WITH APPLICABLE PORTIONS OF NECA 1, NEMA PB 1.1, AND NEMA PB 2.1 FOR INSTALLATION OF ENCLOSED SWITCHES AND CIRCUIT BREAKERS. F. SET FIELD -ADJUSTABLE SWITCHES AND CIRCUIT -BREAKER TRIP AND TIME DELAY SETTINGS. G. LABEL EACH DISCONNECT WITH ENGRAVED METAL OR LAMINATED -PLASTIC NAMEPLATE MOUNTED WITH CORROSION -RESISTANT SCREWS. INDICATE SOURCE AND LOAD SERVED. ENCLOSED CONTROLLERS A. ENCLOSURES: FLUSH -OR SURFACE -MOUNTING CABINETS AS INDICATED. NEMA 250, TYPE 1, UNLESS OTHERWISE INDICATED TO COMPLY WITH ENVIRONMENTAL CONDITIONS AT INSTALLED LOCATION. B. SELECT HORSEPOWER RATING OF CONTROLLERS TO SUIT MOTOR CONTROLLED. C. FOR CONTROL EQUIPMENT AT WALLS, BOLT UNITS TO WALL OR MOUNT ON LIGHTWEIGHT STRUCTURAL -STEEL CHANNELS BOLTED TO WALL. FOR CONTROLLERS NOT AT WALLS, PROVIDE FREESTANDING RACKS. MAGNETIC TRIP ELEMENT FOR SHORT CIRCUITS. ADJUSTABLE I CLIENT: MAGNETIC TRIP SETTING FOR CIRCUIT -BREAKER FRAME SIZES 250 A AND LARGER. verizon\t 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL: IIoSiinoDesign 16616 EAST PALISADES BOULEVARD UNR J102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT. D. INSTALL FREESTANDING EQUIPMENT ON CONCRETE BASES. IDRAWING APPROVALS (SGNATLRES) E. ENCLOSED CONTROLLER FUSES: INSTALL FUSES IN EACH FUSIBLE SWITCH. F. SELECT AND INSTALL HEATER ELEMENTS IN MOTOR STARTERS TO MATCH INSTALLED MOTOR CHARACTERISTICS. G. IDENTIFY ENCLOSED CONTROLLER, COMPONENTS, WITH ENGRAVED METAL OR LAMINATED - PLASTIC NAMEPLATE. IDENTIFY SOURCE AND LOAD SERVED. SITE ACQ'JS'TAN/PROPERTY CONSTRUCT,ON MANAGER VER10N WRELESS R� ENGINEER H. SET FIELD -ADJUSTABLE SWITCHES AND CIRCUIT -BREAKER TRIP LANDLORD APPROVAL RANGES. I. MANUAL CONTROLLER: NEMA ICS 2, GENERAL PURPOSE, CLASS A. WITH "QUICK -MAKE, QUICK -BREAK" TOGGLE OR PUSHBUTTON ACTION, MARKED TO SHOW WHETHER UNIT IS "OFF," "ON," OR "TRIPPED," AND OVERLOAD RELAY. J. MAGNETIC CONTROLLER: NEMA ICS 2, CLASS A, FULL VOLTAGE, NONREVERSING, ACROSS THE LINE, UNLESS OTHERWISE INDICATED. 1. CONTROL CIRCUIT: 120 V; OBTAINED FROM INTEGRAL CONTROL POWER TRANSFORMER WITH SUFFICIENT CAPACITY TO OPERATE CONNECTED PILOT, INDICATING AND CONTROL DEVICES, PLUS 100 PERCENT SPARE CAPACITY. 2. OVERLOAD RELAY. AMBIENT -COMPENSATED TYPE WITH INVERSE -TIME -CURRENT CHARACTERISTIC AND NEMA ICS 2, CLASS 20 TRIPPING CHARACTERISTIC. PROVIDE WITH HEATERS OR SENSORS IN EACH PHASE MATCHED TO NAMEPLATE FULL -LOAD CURRENT OF SPECIFIC MOTOR TO WHICH THEY CONNECT AND WITH APPROPRIATE ADJUSTMENT FOR DUTY CYCLE. K. COMBINATION MAGNETIC CONTROLLER: FACTORY -ASSEMBLED COMBINATION CONTROLLER AND DISCONNECT SWITCH. 1. FUSIBLE DISCONNECTING MEANS: NEMA KS 1, HEAVY-DUTY, FUSIBLE SWITCH WITH REJECTION -TYPE FUSE CLIPS RATED FOR FUSES. SELECT AND SIZE FUSES TO PROVIDE TYPE 2 PROTECTION ACCORDING TO IEC 947-4-1, AS CERTIFIED BY AN NRTL. L. ACCESSORIES: 1. DEVICES SHALL BE FACTORY INSTALLED IN CONTROLLER ENCLOSURE, UNLESS OTHERWISE INDICATED. 2. PUSH-BUTTON STATIONS, PILOT LIGHTS: NEMA ICS 2, HEAVY-DUTY TYPE. 3. INDICATING LIGHTS: RUN (RED), OFF OR READY (GREEN). 4. AUXILIARY CONTACTS: PROVIDE TWO NORMALLY OPEN (N.O.) AND TWO NORMALLY CLOSED (N.C.) CONTACTS. 5. SELECTOR SWITCH: NEMA ISC 2, MOUNTED IN FRONT COVER TO READ 'HAND/OFF/AUTO," PROVIDE AUXILIARY CONTACT FOR AUTO POSITION MONITORING. 6. CONTROL RELAYS: AUXILIARY AND ADJUSTABLE TIME -DELAY RELAYS. DRAWN BY: JNGO CHECKED BY: CMS SCHEDULE OF REV'S'ON'S NO DATE DESCRIPTION BY 4 08/04/16 CIIY COMMENTS CMS 3 04/01/16 CITY COMMENTS CMS 2 01/26/16 CITY COMMENTS CMS 1 08/26/15 CM/RF/RE COMMENTS CMS SITE NAME: TUC VENTANA SC SITE ADDRESS: 1910 112 E. iN'NOVATION PARK DR. ORO VALLEY. AZ 85755 SEAL: SHEET TITLE: ELECTRICAL NOTES SHEE' NUVB-R: E-1 PANELBOARDS DISCONNECT AND FUSING, WIRED WITH (WELDING OR BRAIDED) OFCI OWNER FURNISHED, CONTRACTOR INSTALLED CLIENT: MULTI -CONDUCTOR WIRING, NO FERROUS CONDUIT, MAX LEAD ABBREVIATION DESCRIPTION p POLE A. COORDINATE LAYOUT AND INSTALLATION OF PANELBOARDS AND LENGTHS 10'-0" AND SEPARATE GROUND, AS WELL AS GROUND TO A AMPERES PB PUSHBUTTON STATION COMPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES WALLS NEUTRAL FOR EQUIPMENT (PANELS, ETC) LIEBERT, UNITED POWER, AF AMPERES FRAME (BREAKER RATING) PH PHASE OR IS SUPPORTED BY THEM, INCLUDING ELECTRICAL AND OTHER LEA DYNATEC OR ENGINEER APPROVED EQUAL. PROVIDE WITH THREE verizon TYPES OF EQUIPMENT, RACEWAYS, PIPING, AND ENCUMBRANCES TO MODES OF PROTECTION: PHASE TO PHASE, PHASE TO GROUND, A.F.F. ABOVE FINISH FLOOR PXFMR POTENTIAL TRANSFORMER WORKSPACE CLEARANCE REQUIREMENTS. NEUTRAL TO GROUND. AIC AMPS INTERRUPTING CAPACITY PDP POWER DISTRIBUTION PANEL AL AUDIENCE LEFT RECEPT. RECEPTACLE 126 WEST GEMINI DRIVE C B. COMPLIANCE WITH REQUIREMENTS PROVIDE PRODUCTS BY GE, FUSES AH AMPERE HOURS RDP RECEPTACLE DISTRIBUTION PANEL TEMPE, ARIZONA 85293 PHONE: 480.752.7238 SIEMENS ENGINEER APPROVED EQUAL. A. OBTAIN FUSES FROM A SINGLE MANUFACTURER. AR AUDIENCE RIGHT RP RECEPTACLE PANEL DESIGN MANAGE>wErrt PROFESSIONAL: C. PHASE AND GROUND BUSES SHALL BE HARD -DRAWN COPPER, 98 AT AMPERES TRIP (BREAKER SETTING) (R) RELOCATED PERCENT CONDUCTIVITY. B. COORDINATE FUSE RATINGS WITH UTILIZATION EQUIPMENT ATS AUTOMATIC TRANSFER SWITCH RSC RIGID STEEL CONDUIT aSiinoDesign D. SHORT-CIRCUIT RATING: FULLY RATED TO INTERRUPT SYMMETRICAL NAMEPLATE LIMITATIONS OF MAXIMUM FUSE SIZE. AUX AUXILIARY SCHED SCHEDULE SHORT-CIRCUIT CURRENT AVAILABLE AT TERMINALS. C. EXAMINE UTILIZATION EQUIPMENT NAMEPLATES AND INSTALLATION AWG AMERICAN WIRE GAUGE SD SERVICE DISCONNECT SWITCH 16616 EAST PALISADES BOULEVARD UNIT #102 INSTRUCTIONS. INSTALL FUSES OF SIZES AND WITH CHARACTERISTICS BKR BREAKER SES SERVICE ENTRANCE SECTION FOUNTAIN HILLS. ARIZONA 85268 E. ALL LUGS AND CONNECTORS SHALL BE RATED FOR 75'C MINIMUM. APPROPRIATE FOR EACH PIECE OF EQUIPMENT. BPS BOLTED PRESSURE SWITCH SN SOLID NEUTRAL PHONE.' 480836.10041 C CONDUIT SGB SHELTER GROUND BUS / SUB -STATION GROUND BUS WWW.SIINOOES,GN.COM F. INSTALL PANELBOARDS AND ACCESSORIES ACCORDING TO D. INSTALL LABELS INDICATING FUSE REPLACEMENT INFORMATION ON CB CIRCUIT BREAKER SW SURGE PROTECTION DEVICE ENGINEERING CONSULTANT: NEMA PB 1.1. INSIDE DOOR OF EACH FUSED SWITCH. CKT CIRCUIT SW SWITCH G. MOUNT TOP OF TRIM 74 INCHES (1880 MM) ABOVE FINISHED FLOOR, E. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS CT CURRENT TRANSFORMER SWBD SWITCHBOARD UNLESS OTHERWISE INDICATED. BY COOPER BUSSMAN, INC. OR EQUAL. DEMO DEMOLITION SWGR SWITCHGEAR DIM DIMENSION TP TAMPER PROOF H. STUB FOUR 1-INCH (27-GRC) EMPTY CONDUITS FROM RECESSED F. CARTRIDGE FUSES: NEMA FU 1, NONRENEWABLE CARTRIDGE FUSE; DISC DISCONNECT TB TERMINAL BOX PANELBOARD INTO ACCESSIBLE CEILING SPACE OR SPACE CLASS AND CURRENT RATING INDICATED; VOLTAGE RATING DP DISTRIBUTION PANEL TELECOM TELECOMMUNICATIONS DESIGNATED TO BE CEILING SPACE IN THE FUTURE. STUB FOUR CONSISTENT WITH CIRCUIT VOLTAGE. IDS DOWNSTAGE 1-INCH (27-GRC) EMPTY CONDUITS INTO RAISED FLOOR SPACE OR 1. SERVICE ENTRANCE: CLASS L, TIME DELAY. TTB TELEPHONE TERMINAL BACKBOARD BELOW SLAB NOT ON GRADE. 2. FEEDERS: CLASS RK5 TIME DELAY. DWG DRAWING TGB TOWER GROUND BAR 3. MOTOR BRANCH CIRCUITS: CLASS RK1, TIME DELAY. EC ELECTRICAL CONTRACTOR TYP TYPICAL I. CREATE A DIRECTORY TO INDICATE INSTALLED CIRCUIT LOADS AFTER 4. OTHER BRANCH CIRCUITS: CLASS RK1, TIME DELAY. EGB EXTERIOR GROUND BUS XFMR / TR TRANSFORMER BALANCING PANELBOARD LOADS OR CREATED BY RETROFITTING. ELEC ELECTRICAL TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR OBTAIN APPROVAL BEFORE INSTALLING. USE A COMPUTER OR G. COMPLY NTH: EM / EMERG EMERGENCY DRAWING APPROVALS (SIGNATURES) TYPEWRITER TO CREATE DIRECTORY; HANDWRITTEN DIRECTORIES ARE 1. NEMA FU 1 - LOW VOLTAGE CARTRIDGE FUSES. U/G UNDERGROUND NOT ACCEPTABLE. COORDINATE FINAL DIRECTORY ROOM NAMES AND 2. NFPA 70 - NATIONAL ELECTRICAL CODE. EME ELECTROMAGNETIC ENERGY UE UNDERGROUND ELECTRICAL NUMBERS WITH (OWNER) (FACILITY ENGINEER). 3. UL 198C - HIGH -INTERRUPTING -CAPACITY FUSES, EMT ELECTRICAL METALLIC TUBING UT UNDERGROUND TELCO CURRENT -LIMITING TYPES. EO ELECTRICALLY OPERATED U.O.N. UNLESS OTHERWISE NOTED SITL ACOusITCN/PROPLRTY J. PANELBOARD NAMEPLATES: LABEL EACH PANELBOARD WITH 4. UL 198E - CLASS R FUSES. EWC ELECTRIC WATER COOLER US UPSTAGE ENGRAVED METAL OR LAMINATED -PLASTIC NAMEPLATE MOUNTED 5. UL 512 - FUSEHOLDERS EXIST. / (E) EXISTING WITH CORROSION -RESISTANT SCREWS. IDENTIFY SOURCE FED FROM. V VOLTS coNsrnucnoN MANAG R LIGHTING XP EXPLOSION PROOF VSWR VOLTAGE STANDING WAVE RAT10 K. LOAD BALANCING: AFTER SUBSTANTIAL COMPLETION, BUT NOT MORE FA FIRE ALARM W WIRE THAN 60 DAYS AFTER FINAL ACCEPTANCE, MEASURE LOAD A. PROVIDE LIGHTING FIXTURES AS INDICATED ON DRAWINGS. FLA FULL LOAD AMPS WP WEATHERPROOF - NEMA 313 VERZDN WIRELESS RE ENGINEER BALANCING AND MAKE CIRCUIT CHANGES. FLR FLOOR B. INSTALL BALLASTS, AND SPECIFIED ACCESSORIES AT FACTORY. L. ON COMPLETION OF INSTALLATION, INSPECT INTERIOR AND EXTERIOR INSTALL LAMPS ON PROJECT SITE AFTER FIXTURE INSTALLATION. FOH FRONT OF HOUSE LANDLORD APPROVAL OF PANELBOARDS. REMOVE PAINT SPLATTERS AND OTHER SPOTS. FU FUSE VACUUM DIRT AND DEBRIS; DO NOT USE COMPRESSED AIR TO C. FIXTURES: SET LEVEL, PLUMB, AND SQUARE WITH CEILINGS AND G GRD EG GROUND ELECTRICAL SYMBOLS LIST BY: Nco ASSIST IN CLEANING. REPAIR EXPOSED SURFACES TO MATCH WALLS. INSTALL LAMPS IN EACH FIXTURE. GFCI GROUND FAULT CIRCUIT INTERRUPTER NOT ALL MAY BE USED)DRAM CHECKED aY. CMs ORIGINAL FINISH. HOA HAND -OFF -AUTO � TEST WELL/GROUND ROD SCHECULE OF REVISIONS M. LIGHTING AND APPLIANCE BRANCH -CIRCUIT PANELBOARDS D. SUPPORT LUMINAIRES INDEPENDENT OF CEILING FRAMING. SUPPORT RECESSED GRID LUMINARIES FROM TWO OPPOSITE CORNERS HVAC HEATING, VENTILATION AND AIR CONDITIONING EQUIP. p GROUND ROD - 5/8" x 10' COPPER CLAD NO DATE DESCRIPTION BY 1. BRANCH OVERCURRENT PROTECTIVE DEVICES: BOLT -ON CIRCUIT DIRECTLY TO STRUCTURE. WIRE OR ROD SHALL HAVE BREAKING HP HORSEPOWER ■ MECHANICAL CONNECTION BREAKERS, REPLACEABLE WITHOUT DISTURBING ADJACENT UNITS. STRENGTH OF THE WEIGHT OF FIXTURE AT A SAFETY FACTOR OF 3. HV HIGH VOLTAGE • EXOTHERMIC WELD CONNECTION 4 08/04/16 CITY COMMENTS CMS HZ HERTZ - -G- - GROUNDING WIRE 3 04/01/16 CITY COMMENTS CMS N. MOLDED -CASE CIRCUIT BREAKERS: UL 489, WITH INTERRUPTING E. INSTALL SURFACE MOUNTED LUMINAIRES AND EXIT SIGNS PLUMB IG ISOLATED GROUND GROUND BAR CAPACITY TO MEET AVAILABLE FAULT CURRENTS. AND ADJUST TO ALIGN WITH BUILDING LINES AND WITH EACH OTHER. IGZ ISOLATED GROUND ZONE t� SURGE SUPPRESSOR GROUND BAR 2 01/26/16 CITY COMMENTS CMS 1. THERMAL -MAGNETIC CIRCUIT BREAKERS: INVERSE TIME -CURRENT SECURE TO PROHIBIT MOVEMENT. ELEMENT FOR LOW-LEVEL OVERLOADS, AND INSTANTANEOUS IPGB INTERNAL PERIMETER GROUND BUS CONDUCTOR/HALO [r FUSED DISCONNECT SWITCH 1 1 08/26/15 CM/Rr/RL COMMENTS CMS MAGNETIC TRIP ELEMENT FOR SHORT CIRCUITS. ADJUSTABLE F. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO JB JUNCTION BOX p METER AND MAIN BREAKER MAGNETIC TRIP SETTING FOR CIRCUIT -BREAKER FRAME SIZES MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. IF KV KILOVOLT MANUAL XFR SWITCH AND GEN. RECPT. SITE NAME: 250 A AND LARGER WITH RESTRICTED ACCESS COVER. MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE KVA KILOVOLT - AMPERES TELCO BOARD TUC VENTANA SC 0. MOLDED -CASE CIRCUIT -BREAKER FEATURES AND ACCESSORIES: SPECIFIED IN UL 486A AND UL 486B. KW KILOWATT _ E ELECTRICAL POWER 1. LUGS: MECHANICAL STYLE, SUITABLE FOR NUMBER, SIZE, TRIP G. MAKE WIRING CONNECTIONS TO BRANCH CIRCUIT USING BUILDING KWH KILOWATT - HOURS - FB - FIBER LINE RATINGS, AND CONDUCTOR MATERIALS. WIRE WITH INSULATION SUITABLE FOR TEMPERATURE CONDITIONS LA LIGHTNING ARRESTOR SURFACE MOUNTED PANEL BOARD. SITE ADDRESS: 2. APPLICATION LISTING: APPROPRIATE FOR APPLICATION; TYPE SWD WITHIN LUMINAIRE. LP LIGHTING PANEL 1910 1/2 E. INNOVATION PARS DR. FOR SWITCHING FLUORESCENT LIGHTING LOADS; TYPE HACR FOR LDP LIGHTING DISTRIBUTION PANEL ORO VALLEY, AZ 85755 HEATING, AIR-CONDITIONING, AND REFRIGERATING EQUIPMENT. H. BOND PRODUCTS AND METAL ACCESSORIES TO BRANCH CIRCUIT LPG LIQUEFIED PROPANE GAS 1-LINE DIAGRAM 3. GROUND -FAULT PROTECTION: INTEGRALLY MOUNTED RELAY AND EQUIPMENT GROUNDING CONDUCTOR. TRIP UNIT WITH ADJUSTABLE PICKUP AND TIME -DELAY SETTINGS, LTV LET -THROUGH VOLTAGE CIRCUIT BREAKER, FIXED MOUNTED. PUSH -TO -TEST FEATURE, AND GROUND -FAULT INDICATOR. I. CONNECT LUMINAIRES TO BRANCH CIRCUIT OUTLET BOXES PROVIDED LVLD LOW -VOLTAGE LOAD DISCONNECT CIRCUIT BREAKER, DRAWOUT MOUNTING. SEAL: 4. SHUNT TRIP: 120-V TRIP COIL ENERGIZED FROM SEPARATE UNDER RACEWAYS AND BOXES SECTION USING 1/2" FLEXIBLE MAX MAXIMUM FUSIBLE SWITCH. SIZE AS INDICATED ON DRAWINGS. CIRCUIT, SET TO TRIP AT 75 PERCENT OF RATED VOLTAGE. 5. DO NOT USE TANDEM CIRCUIT BREAKERS. CONDUIT. MCB MAIN CIRCUIT BREAKER DISTRIBUTION TRANSFORMER 6. PROVIDE LOCK ON DEVICES FOR CIRCUIT BREAKERS WHEN CALLED J. • CLEAN ELECTRICAL PARTS TO REMOVE CONDUCTIVE AND MCC MOTOR CONTROL CENTER E CURRENT TRANSFORMER OUT ON PANEL SCHEDULES WITH 'LOD" DESIGNATION. DELETERIOUS MATERIALS. MDP MAIN DISTRIBUTION PANEL 7. PROVIDE GROUND FAULT INTERRUPT 5MA CIRCUIT BREAKER WHEN MECH MECHANICAL QQ METERING DEVICE CALLED OUT ON PANEL SCHEDULES WITH 'GFI' DESIGNATION. K. REMOVE DIRT AND DEBRIS FROM ENCLOSURES AND LENSES. MGB MASTER GROUND BUS PANELBOARD, MAIN LUG ONLY 8. PROVIDE SHUNT TRIP BREAKERS WHEN CALLED OUT ON PANEL MIN MINIMUM '�- PANELBOARD, MAIN CIRCUT BREAKER SCHEDULES WITH 'STB' DESIGNATION. L. CLEAN FINISHES AND TOUCH UP DAMAGE. MISC. MISCELLANEOUS ' J TRANSFER SWITCH - MANUAL OR AUTOMATIC P. ENCLOSURES: MOUNTING AS NOTED ON PANEL SCHEDULES. M. PROVIDE PROGRAM RAPID START ELECTRONIC BALLASTS FOR LINEAR MLO MAIN LUGS ONLY NEMA PB 1, RATED FOR ENVIRONMENTAL CONDITIONS AT INSTALLED LAMPS: COMPLY WITH NEMA C82.11; SOUND RATING A OR BETTER; MTD MOUNTED LOCATION. TOTAL HARMONIC DISTORTION RATING OF LESS THAN 207.q MTG MOUNTING a. INDOOR DRY LOCATIONS: NEMA 250, TYPE 1. OPERATING FREQUENCY: 25 KHZ OR HIGHER, AND OPERATE NIU NETWORK INTERFACE UNIT b. OUTDOOR LOCATIONS: NEMA 250, TYPE 3R. WITHOUT VISIBLE FLICKER; LAMP CURRENT CREST FACTOR LESS N NEUTRAL c. OTHER WET OR DAMP INDOOR LOCATIONS: NEMA 250, TYPE 4. THAN 1.7; POWER FACTOR SHALL BE 90% MINIMUM; BALLAST SHEET TITLE: 1. CABINET FRONT: FLUSH OR SURFACE CABINET AS NOTED ON THE FACTOR SHALL BE .875 TO 1.00. INC NORMALLY CLOSED DRAWINGS, WITH FRONT WITH CONCEALED TRIM CLAMPS, PIANO NEC NATIONAL ELECTRICAL CODE TYPE HINGED DEAD FRONT COVER, HINGED DOOR, AND FLUSH LOCK ALL KEYED ALIKE. N. FLUORESCENT LAMPS: COMPLY WITH FEDERAL TOXIC NF NON -FUSIBLE ELECTRICAL NOTES CHARACTERISTIC LEACHING PROCEDURE TEST, AND YIELD LESS THAN NIC Nor IN CONTRACT 2. DIRECTORY CARD: WITH TRANSPARENT PROTECTIVE COVER, 0.2 MG OF MERCURY PER LITER, WHEN TESTED ACCORDING TO NL NIGHT LIGHT MOUNTED IN METAL FRAME, INSIDE PANELBOARD DOOR. NEMA LL 1. PROVIDE FLUORESCENT LAMPS BY OSRAM SYLVANIA, S,ILET NUMBER: TVSS PHILLIPS OR GENERAL ELECTRIC. TYPE AND COLOR TEMPERATURE NO NORMALLY OPEN AS SCHEDULED. NTS NOT TO SCALE A. TRANSIENT VOLTAGE SURGE SUPPRESSION MUST MEET UL 1449 OC ON CENTER �z CLASS CM 80 OOOA PER PHASE PARALLEL CONNECTION INTERNAL OVERALL SITE PLAN KEYED NOTES: 1. EXISTING STREET CURB 2. APPROXIMATE LOCATION OF EXISITNG U.G. GAS LINE PER BLUE STAKE MARKING 3. APPROXIMATE LOCATION OF EXISTING U.G. ELECTRICAL LINE PER BLUE STAKE MARKING 4. EXISTING PARKING CURB (TYP.) 5. EXISTING CMU SCREEN WALL 6. EXISTING STREET ISLAND 7. EXISTING CONCRETE SIDEWALK TO REMAIN 8. APPROXIMATE LOCATION OF EXISTING U.G. FIBER LINE PER BLUE STAKE MARKING 9. EXISTING TREE (TYP.) 10. NEW 35.6' TALL REPLACEMENT LIGHT POLE WITH ANTENNA SCREEN TO SCREEN ANTENNA, SEE STRUCTURAL DRAWING BY OTHERS. 11. NEW U.G. CONDUIT FROM EXISTING ELECTRICAL VAULT TO NEW LIGHT POLE 12. EXISTING ELECTRIC VAULT TO REMAIN 13. NEW LOW PROFILE EQUIPMENT CABINET (SUN WEST) MOUNTED ON NEW 2'X7' PRECAST CONCRETE SLAB 14. NEW TRAFFICE RATED FIBER SITE VAULT. FINAL LOCATION TO BE DETERMINED BY PROVIDER 15. NEW METER PEDESTAL LOCATION, SEE ELECTRICAL DRAWING FOR DETAIL 16. POWER AND FIBER POC TO BE DETERMINED BY PROVIDER Two work'^g days before you dig, CALL fOR ThE BLUE STAKE! 1 (602) 263-1100 or 1 (800) STAKE -IT (782-5348) (OUTSIDE MARiCCPA COUNTY) BLDG TOP OF BUILDING ----0 STREET LIGHT CLF CHAIN LINK FENCE -9 FIRE HYDRANT CONIC CONCRETE 10� POWER POLE D/W ACCESS DRIVEWAY 4� POSITION OF FC FACE OF CURB GEODETIC COORDINATES NG NATURAL GRADE SPOT ELEVATION R/W RIGHT OF WAY ® TREES pd WATER CONTROL VALVE 4 NEW ANTENNA Q GROUND ROD 4� EXISTING ANTENNA rr GROUND BUS BAR Q REVISION ■ MECHANICAL GRND. CONN. O CONSTRUCTION KEYED NOTE • CADWELD 0 GROUND ACCESS WELL x DETAIL REFERENCE ❑e ELECTRIC BOX TELEPHONE BOX ELEVATION REFERENCE LIGHT POLE XUr SECTION REFERENCE GRAVEL GROUT OR PLASTER ® PLYWOOD o (E) BRICK SAND (E) MASONRY ® WOOD CONT. 0 CONCRETE WOOD BLOCKING ® STEEL EARTH W — W W GAS — GAS — GAS O/H O/H O/H — E E E — E — F/0 F/0 F/0 FB— FEt— F13— FB POWER PLAN CHAIN LINK FENCE CURBUNES WATER LINES GAS LINES OVERHEAD LINES ELECTRIC LINES (E) FIBER OPTIC LINES (N) FIBER OPTIC LINE STREET CENTERUNES RIGHT OF WAY LINES LEASE AREA LIMITS MAJOR CONTOUR INTERVAL MINOR CONTOUR INTERVAL 7 CLIENT' / verizonv 8 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 B DESIGN MANAGEMENT PROFESSIONAL: MMSiinoDesignI' / 16616 EAST PALISADES BOULEVARD / UNIT #102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.83836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM / ENGINEERING CONSULTANT: / I / DRAWING APPROVALS (SIGNATLRES) / SITE ACOJST.ON/PRDPERTY 4 CONSTRUCT.ON MAMA- � 1 1\� 0 1 NORTH 22'04' SCALE: 1/8' 1'-0' 1 11'x17' SCALE: 1/16' a V-0' 8 6 4 2 0 8' 1 i 1 VER.ZON WRELESS RF ENCNEER I LANDLORD APPROVAL DRAWV BY: JNCO CHECKED BY: CMS SCHEDULE OF REVS ONS NO DATE DESCRIPTION BY 4 08/04/16 CITY COMMENTS CMS 3 04/D1/16 CITY COMMENTS CMS 2 01/26/16 CITY COMMENTS CMS 1 08/26/15 CM/R--/RL COMMENTS CMS SITE NAME: TUC VENTANA SC SITE ADDRESS: 1910 112 E. INNOVAT:OS PARDR. ORO VALLEY. AZ 85755 SEAL: SHEET TITLE: POWER PLAN SHEET NUMBER: E-3 CUENr: 1. PRE —CONSTRUCTION MEETING AND ELECTRICAL EASEMENT REQUIRED. 2. #6 COPPER WIRE AND GREATER SHALL BE (COPPER) THWN WIRE OR (COPPER) XHHW. 3. PRIOR TO RUNNING CONDUIT ROUTE — CONTRACTOR SHALL CONTACT THE VERIZON PROJECT MANAGER AND VERIFY THE EQUIPMENT CABINET LAYOUT CONFIGURATION AND ROUTE CONDUITS ACCORDINGLY. NEW METER PER UTILITY COMPANY/NEC APPROVED, NEMA 3R, 100A, 120/24OV, 3W, 10 EXISTING 25KVA TEP TRANSFORMER-240/12OV, 1—PHASE, 3W NEW 2.5" CONDUIT AND CONDUCTORS PER UTILITY COMPANY SPECS NEW 100A, 240V, 10, N3R MILBANK METERED COMMERCIAL PEDESTAL WITH 16 POSITION SPACES, LOAD CENTER. REQUIRES A FOUR (4) JAW SOCKET PER APS SPECS. -.-., 240V I UTY j I I I + 100A, 240V, 10 N3R 10KAIC j SERVICE RATED j I I_ I _ _ _ _ _ I N I I I I #2 CU ME ,MBJ a I I G U U I j NEW I j a a I 100/2) BOND (2) 10' I I TO GROUND NEW PANEL BOARD FACTORY MOUNTED IN GROUND RODS 10' METER PEDESTAL WITH INTEGRATED LOAD RING APART I CENTER. VERIFY LOCATION PRIOR TO L._.—.—._.—._.—.—._._.J ROUGH —IN. NEW PANEL 'A" 10KAIC FULLY RATED ONE -LINE DIAGRAM NEW ELECTRICAL PANEL SCHEDULE LOCATION, PER PLAN MOVNIMO: SURFACE NEW PATMO:3R 22KAIV/IOKAIC SERIES RATED VOLTAGE 240 / 120 V 19,301 MAR@ 100 A mce BUS 100 A CU LAW DESCF0FTION m COrB CU CRND PHASE NEAT LxT BRKR NO. a PHASE A LOW NIPS PHASE C CB 40. CRT BM P14AX Nm CU GRW m COW LOAD UESCRPIION MtSc MAIN 1W 2 1 0.0 0.0 2 e0 2 a 10 1-1/4' MIX GENERATOR PLUG MISC CONE. ] 0.0 0.0 4 a 1 1 MISC DDNT. MISC RECTIFIER 1 1' 10 a 40 2 s 2e.7 1A e 20 I 12 12 3/4' RECEPTCLES CM 115c CONT. 12 7 2e.7 113 a 20 1 12 12 3/4' tECH DNaEXO WX M6C RECIIFEA 12 3/4' 12 12 20 11 2 9 13-3 0.0 10 13 1 12 12 3/4' 16C SPO We CONE. 12 13.3 0.0 12 12 16C 1 CONE. U 0.0 0.0 14 t3 to --44 WS PER "SE (CODE LOW) 1 PHASE DEMNID RECEPTACLES MECHNLIGE O 1.251< MISCEUANEOUS TOTAL 1N 11.5 NVA • 0.0 A w 240 V Ie 240 V 1e 41A 51.7 CONIRWTOR TO PWALL APPROWD RANDE TIE ON ALL SIWW NEUTRAL CRAM. SYMBOL LIST OA OA 19010 1750.0 0.0 250" 0.0 0.0 0.0 0.0 0.0 11530A PANEL SCHEDULE FAULT CALCULATIONS FAULT AVAILABLE AT THE SERVICE: 9.493 AMPS RMS SnW PER LITIUIY CENRT SERVICE VOLTAGE: I20/24OV, 1PH Panel A DISTANCE 5 Feel CONDUIT TYPE Nonconductive CONDUCTOR /1 CU. Fault Available L—L• 9,016A CODE LOAD SUMMARY PANEL 'A' ® 240V = 48.OA Power Comporly. TIP Repraaentotive: TBO Talephoow +: 1T30 Telephone Componr. Repraaentalbe: Teleplwn: Submit drawings to Utility Compom representative a required in the General Notes —kded in it. EI irkal Maeirgs. Pm carlstruction meeting required before arty work starts. Two workiig days before you d g, CALL FOR THE BLUE STAKE! 1 (602) 263-1100 or 1 (800) STAK( 1 T (782-5348) (OUTS,DE MAR.COPA COJN'TY) 111 verizonJ 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 I©SiinoDesign 16616 EAST PALISADES BOULEVARD UNIT 1102 FOUNTAIN HILLS, ARIZONA 85268 PHONE 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: DRAMNC APPROVALS (S'ONATURES) STE AW'JI&TON/PROPERTY CONSTRJCTON MANAGLR VERZON W'RELESS RF ENUNEER LANDLORD APPROVAL DRAWN BY: ,NCO CHECKED BY: CMS SCHECULE OF REVIS,ON'S NO DATE DESCRIPTION BY 4 08/04/16 CITY COMMENTS CMS 3 04/0'/16 CITY COMMLNTS CMS 2 D1/26/16 CITY COMVENTS CMS 1 08/26/15 CM/R=/K COVMENTSICMSj SITE NAME: TUC VENTANA SC SITE ADDI2ESS: 1910 112 E. INNOVATION PARK DR. ORO VALLEY, AZ 85755 SEAL: SKEET T,TLE: ONELINE DIAGRAM & PANEL SCHEDULE ONE -LINE DIAGRAM & PANEL SCHEDULE S,!CET NUMBER: N.T.S.-1 E 4 Commercial Pedestals 7 COMMERCIAL CP3B A'ML" Main Load Center Series PEDESTALS The Milbank Main Load Center Commercial Pedestals are designed to handle the vast majority of all requirements in a standard, stocked configuration. • No waiting or extra charge L • Units feature a load center with a plug -on, back -fed main 1-- breaker • Load center has 16 positions for the 100 amp pedestals and _ 24 circuits for the 200 amp pedestals • Both sizes include sub -feed lugs to allow feeding an external panel If your application requires turning loads on based on "dusk- _.__. to -dawn" requirements, be sure to see the Milbank Switched 1 ' Load Center Commercial Pedestal products on the next page. Features �! These units include everything required for remote site service: • Type 3R construction • Expandable: load centers allow for future expansion without % i costly modifications • All units feature 200 amp meter socket with optional field - installable fifth terminal kit available ° • Optional mounting base can be embedded in concrete for t ---- - _ fast, easy installation • Separate sealable and lockable utility termination section • Separate sealable and lockable metering section with the CP3B11115A22 option of either a ring -type socket with test/bypass blocks (conforms to EUSERC 308) or a heavy duty ringless socket with lever bypass Remote site service for • A separate sealable and lockable customer section with a load multiple loads. center for "always on" loads that includes: • Main circuit breaker • 20 (200 or 125 amp models) or 14 (100 amp models) blank breaker spaces • A circuit directory to document configuration CP3B11115A227K3865 J 100 1,2 16 Ringwith test / bypass blocks I CP3B12119A221 200 1.2.3 4 24 Ringt with test / bypass blocks I CP3B51115A22 100 1,2 16 Rin less socket with lever b ass I CP3B52119A225 200 1,2,3,4 24 Rin less socket with lever bypass 'Not*: Chart shows standard, stocked items. Other options and features are available. Contact factory for options details and availability. 4 To Utility requiremens for this equipment may vary. Always consult the serving �L utility for their requirements before ordering or installing equipment. MILBANIIC f,M ` 1 6 Commercial Pedestals COMMERCIAL PEDESTALS 16 " Metered & Unmetered Drawings "A" Stvle 16" Metered Commercial Pedestal HINGED DEMAND METER RESET COVER IVIN WINDOW rir4 REMOVEABLE FULLY HINGED TEST BYPASS BLOCKCOVER METER SECTION „ (IF APPLK:ABLE) COVER MOUNTING BASE DETAIL PHOTO CELL WINOON WITH SHIELD M2NT IF APPIIGBLEI �,•'� n BRACKET UTILITY EXTENDS THROUGH SECTION DOOR ff O 0 0 FOR SECURf1Y R,v rw j 1$1� CUSTOMER 1asuTlurr ILLl SECTOR HiNGEO TERMINATION DEADFRONTUFT LANDING NIN. SERVICE HINGED EXTERIOR DOOR CP.I6PDIMLALT MOLN71WS.SLT WITH DOOR STOP TO HOLD MOUVTING BASE MOLMTING BASE DOOR IN OPEN POSITION Pad Mount Base or (4) 5/8-11 X 18"Anchor Bolts Recommended "E" Style 16" Unmetered Commercial Pedestal I Low Profile MOUNTING BASE DETAIL T SECTION CUSTOMER SECTION MouL:°..•AdE Pad Mount Base or (4) 518-11 X 18' Anchor Eons Recommended QII � Utility requirements for this equipment may vary. Always consult the serving MILBANIIC° utility for their requirements before ordering or installing equipment. CLIENT:__- _ verizoal 126 WEST GEMINI DRIVE TEMPE, ARIZONA 85293 PHONE: 480.752.7238 DESIGN MANAGEMENT PROFESSIONAL' SiinoDesign 16616 EAST PALISADES BOULEVARD UNIT 0102 FOUNTAIN HILLS, ARIZONA 85268 PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM ENGINEERING CONSULTANT: DRAWING APPROVALS (SIGNA"URES) S TE ACOU SiLON/PROPERTY CONS.RUCLON MANAGER VER10*1 WIRELESS RF ENGINEER LANDLORD APPROVAL DRAWN BY: AGO CHECKED BY: CMS SCHEDJLE OF REVISIONS NO DALE DESCRIPTION BY 4 08/04/15 CITY COMMENTS CMS 3 04/Cl/16 CITY COMVLNIS CNS 2 01/26/16 CITY COMMENTS CMS 1 08/26/15 CM/RF/RE COMMLNTS CMS SITE NAME: TUC VENTANA SC SITE ADDRESS: 1910 112 E. INNOVATION PARK DR ORO VALLEY, AZ 85755 SEAL: S•1EEr TT,E: CUT SHEETS i I CUT SHEETS N.T.S. , SHEET NUMBER: E-5 GROUNDING PLAN LEGEND, CLIENT: �—TGBJ TINNED SOLID ALLOY 110 COPPER TOWER /ANTENNA BUS BAR BONDED TO MONOPOLE STEEL verizonJ 0• 5/8" DIA. x 10' COPPER CLAD GROUND ROD. REFER TO DETAIL 5 ON SHEET G-2 126 WEST CEMINI DRIVE TEMPE, ARIZONA 85293 PHONE 480.752.7238 ® TEST WELL — _ DESIGN MANAGEMENT PROFESSIONAUL• --c-- GROUND RING r SiinoDesign � • EXOTHERMIC WELD OR IRREVERSIBLE HIGH —COMPRESSION CRIMP 16616 EAST PALISADES BOULEVARD uNrr /102 FOUNTAIN HILLS, ARIZONA 85268 ■ MECHANICAL CONNECTION PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.CCM ENGINEERING CONSULTANT: GENERAL NOTES: 1. THESE DRAWINGS REPRESENT THE GENERAL EXTENT AND ARRANGEMENT OF SYSTEMS, BUT ARE NOT TO BE CONSIDERED FABRICATION DRAWINGS. COORDINATE WITH OTHER TRADES, AND PROVIDE EACH SYSTEM COMPLETE, INCLUDING ALL NECESSARY COMPONENTS, FITTINGS AND OFFSETS. 2. INSTALL SYSTEMS SUCH THAT REQUIRED CLEARANCE AND SERVICE ACCESS SPACE IS PROVIDED AROUND ALL MECHANICAL AND ELECTRICAL EQUIPMENT, AND AROUND ANY COMPONENTS WHICH REQUIRE SERVICE ACCESS. 3. PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPER SUPPORT OF ALL SYSTEMS. DRAWING APPROVALS (SIGNATURES) 4. REFER TO G-2 FOR GROUNDING DETAILS. 5. ALL METALLIC SURFACES SHALL BE PREPARED PRIOR TO BONDING, COLD GALV. SITE ACCUISITON/PROPERTY SPRAY SHALL BE USED ON ANY EXOTHERMIC WELD TO PREVENT CORROSION, ANY AREA TO BE COLD GALV. SPRAY SHALL BE TAPED OFF PRIOR TO APPLICATION. CONSTRUCTON MANAGER CONSTRUCTION NOTES: ® VERZON WIRELESS RF ENGNEER 1. GROUNDING ELECTRODE CONDUCTOR SYSTEM (GROUND RING), #2 AWG SOLID BARE TINNED COPPER CONDUCTOR. GROUNDING ELECTRODE CONDUCTOR LA%'LORD A=PRDVAL SHALL BE BURIED 30" BELOW GRADE WHERE APPLICABLE. ABOVE GRADE DRAWN BY. JNC0 GROUNDING ELECTRODE CONDUCTOR TO BE ROUTED IN FLEXIBLE NON—METALLIC LIQUID TIGHT CONDUIT & FASTENED TO CONCRETE SURFACE EVERY 3' MAX. FASTENERS SHALL BE FLEXIBLE CONDUIT HALF STRAPS W/ CNECKED BY: cMs SC IEDULE OF REVISONS 1/4"0 x 2' (L) RED HEAD HAMMER —SET NAIL DRIVE ANCHOR OR EQUIV. NO DATE DESCR,PTION BY 2. 5/8" DIA. x 10' LONG COPPER CLAD GROUND ROD PLACED MINIMUM EVERY 10' APART. REFER TO DETAIL 3 ON SHEET G-2. 4 Os/D4/16 CITY COMMENTS cus 3 04/01/16 CITY COMMENTS cus 3. TOWER GROUND BUS BAR. REFER TO DETAIL 5 ON SHEET G-2. 2 07/26/16 CITY CONVENTS CMS 4. BOND TOWER GROUND BUS BAR TO GROUND RING WITH #2 AWG SOLID TINNED 1 08/26/15 CM/R=/RE CWMENTs cus BARE COPPER CONDUCTOR. BOND TO TOWER GROUND BUS BAR DIRECTLY TO TOWER STEEL. REFER TO DETAIL 5 ON SHEET G-2. SITE NAME: 5. BOND POLE BASEPLATE (AT MANUFACTURER INSTALLED BONDING TAB) TO TUC VENTANA SC GROUND RING. UNDER NO CIRCUMSTANCES WILL EXOTHERMIC WELDING BE PERMITTED ON THE POLE TRUNK, TYPICAL 3 LOCATIONS. REFER TO DETAIL 1 ON SHEET G-2. SITE ADDRESS: 6. BOND EQUIPMENT CABINET TO GROUND RING PER MANUFACTURER SPECS, SEE 1910 1/2 E. INNOVAIION PARK DR. DETAIL 9 ON SHEET G-2. ORO VALLEY, AZ 85755 7. APPROXIMATE LOCATION OF NEW TEST WELL, SEE DETAIL 7 ON SHEET G-2. FINAL LOCATION TO BE DETERMINED AT FIELD. SEAL: 8. BOND SERVICE DISCONNECT TO INDEPENDENCE GROUND RODS, SEE DETAIL 3 ON SHEET G-2 AND ONELINE DIAGRAME ON SHEET E-4. SHEET T�TL@ GROUNDING PLAN 4�o i SHEET NUMBER: �N.T.S I 'I G - i ■ TYPICAL POLE GROUNDING KEYED NOTES: ® GROUND LUG KEYED NOTES:® TEST WELL KEYED NOTES: CLIENT: 1 5 6 7 1. TINNED SOLID ALLOY 110 COPPER GROUND BUS BAR AT TOWER TGB); 1. NUT 2. LOCK WASHER 2 1. 10"0XHIC DEEP PVC SLOTTED GROUND TEST WELL WITH �f6" THICK STEEL COVER OR ■ BOND DIRECTLY TO TOWER STEEL 3. FLAT WASHER 3 (HARGER #360P42 EQUIVALENT) verizon✓ 2. LIGHT POLE 4. BOLT 2. FINISHED GRADE 3. EXOTHERMIC WELD TO MANUFACTURER 5. BURNDY GROUND LUG (SEE TABLE FOR 8 3. LONG COPPER CLAD GROUND ROD INSTALLED BONDING TAB (TYP.) SIZE AND MODEL) #%2 AWlO'G 4. #2 AWG SOLID TINNED BARE COPPER WIRE TE WEST IZONA DRIVE 7EMPE, ARIZONA 85293 5293 4. FINISHED GRADE/ASPHALT 6. HEAT SHRINK (CLEAR) 4 5. EXOTHERMIC WELD (TYPE PT) PHONE 480.752.7238 5. OUTLINE OF TOWER FOUNDATION 7. GROUNDING CONDUCTOR 6. GROUND LEADS BE ROUTED THRU SLOTTED WELL DESIGN MANAGEMENT PROFESSIONAL: 6. #2 AWG SOLID TINNED BARE COPPER CONDUCTOR ROUTED IN FLEXIBLE 8. GROUND BUS BAR OR METALLIC BONDING SURFACE 09 7. #2 AWG SOLID TINNED BARE COPPER WIRE TEST LOOP OMEGA" (4) EXTENSION; CADWELD AS CLOSE TO THE �i S i i D i NON-METALLIC LIQUID TIGHT CONDUIT 2 9. BURNDY 2-HOLE LUG W/ LONG GROUND ROD AS POSSIBLE n o e s g n (CARFLEX) (TYP.) BARREL FOR #6 AWG STRANDED 10 7- GROUND RING 10. BARE WIRE TO BE NO-OXED AT BOTH 16616 EAST PALISADES BOULEVARD UNIT + 102 8. GROUND ROD 1 ENDS 11 7 2 1 FOUNTAIN HILLS, ARIZONA 85268 11. HEAT SHRINK 12. 6 AWG THHN COPPER WIRE 12 # PHONE: 480.836.1701 FAX: 480.836.1004 WWW.SIINODESIGN.COM 6 3 ENGINEERING CONSULTANT: 4 WIRE SIZE BURNDY LUG BOLT I E 1 1 6 AWG YA6 -2TC38 3 8 - 16 NC S 3 BOLT 2 AWG SOLID YA3C-2TC38 3 8 - 16 NC S 3 BOLT 6 I 2 A - - 16 N L 5 YA - 8 - 16 NG 5 6 BOLI6 4 0 - - 16 NC 5 3 8OLT'�-- 5 L ,. ,,. . 7 8 O � POLE GROUNDING DETAIL N.T.S. 1 GROUND LUG DETAIL N.T.S. 4 TEST WELL DETAIL N.T.S. 7 NOT USED N-T-S.10 DRAWING APPROVALS (SONATURES) GROUND RING TRENCHING KEYED NOTES: ® COAX CABLE GROUNDING KEYED NOTES: ® WEATHERPROOFING KEYED NOTES: 1. BACKFILL PER SPECIFICATIONS 1. COAX 1. COAX S,TE ACOLSaON/PROPERTY 2. FINISHED GRADE 2. COAX GROUNDING KIT 2. COAX TO JUMPER CONNECTION (TYP.) 3. #2 AWG SOLID TINNED BARE COPPER WIRE 3. HEX BOLTS; APPROVED TWO HOLE LUG 3. JUMPER (TYP.) CONSTRUCON MANAGER 1 12" CONNECTION WITH STAINLESS HARDWARE 4. EXOTHERMIC WELD 1/0 AWG STRANDED BARE 4. 3M SCOTCH SUPER 33+ VINYL ELECTRICAL TAPE (OR EQUIVALENT) 2 TINNED COPPER 5. VAPOR WRAP SEALANT v� w, �L .,. TER 5. TINNED COPPER TOWER BUS BAR LANDLORD APPROVAL �\ 5 4 o l 1 1 1 3 DRAWN BY: NCO CHECKED BY: CMS f 2 SCHEDULE OF REVISIONS NO DATE DESCR'.PTON BY 4 08/04/16 CITY COMVENTS CMS 3 3 ':���.� 0 5 = 3 04/01/16 CITY COMMENTS CMS NOTES: 4 2 1 1. DEPTH TO BE 30" OR 6" BELOW FROST LINE, WHICHEVER IS GREATER. 2 01/26/16 CITY COMMENTS CMS 2. GROUND RINGS SHOULD CONSIST OF AT LEAST 20' OF #2 AWG OR 1 08/26/15 CM/R-/RE COVM6NTS CMS LARGER BARE COPPER CONDUCTOR. SITE NAME: 3. BURY THE RINGS IN DIRECT CONTACT WITH SOIL. TUC VENTANA SC TYPICAL SHELTER GROUNDING LAYOUT N.T-S. 2 TOWER GROUND BUS BAR DETAIL N.T.S. S WEATHERPROOF DETAIL N-T.S- 8 NOT USED N.T-s.11 GROUND ROD INSTALLATION KEYED NOTES: 1. FINISHED GRADE NOTE: ERICO CADWELD "MOLD TYPES" SHOWN HERE ARE EXAMPLES. EX. METALLIC EQUIPMENT BONDING KEYED NOTES : # O SITE ADDRESS: 1910 1 2 E. INNOVATION PART( DR. � 2. EXOTHERMIC CONNECTION (TYPE GT) g CONSULT WITH PROJECT MANAGER OR CONSTRUCTION MANAGER ORO VALLEY, AZ 85755 3. %'0x10' LONG COPPER CLAD GROUND FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. 1. CABINET FRAMING ROD WITH EXOTHERMIC CONNECTION TO 2. EXTERIOR METALLIC EQUIPMENT GROUND RING 8 3. MECHANICAL BONDING SEAL: 4. #2 AWG SOLID TINNED BARE COPPER CONNECTION (TYPE YA-2) WIRE (GROUND RING 30" BELOW GRADE) 7 5. EXOTHERMIC CONNECTION TO GROUND ® 4. #2 AWG SOLID TINNED BARE COPPER WIRE GROUND CONDUCTOR ROUTED IN RING (TYPE PT) III 1 6. #2 AWG SOLID TINNED BARE COPPER TYPE VS TYPE TA TYPE HS TYPE SS TYPE PT FLEXIBLE NON-METALLIC LIQUID TIGHT CONDUIT (CARFLEX) WIRE GROUND CONDUCTOR g 5. GROUND RING 7. #2 AWG COPPER MAIN EQUIPMENT BONDING JUMPER 6. EXOTHERMIC CONNECTION TO 1 8. #2 AWG COPPER MAIN BONDING JUMPER �> „ 9. DISCONNECT SWITCH ` GROUND RING (TYPE PT) 2 3 7. FINISHED GRADE 4 s / 2 7 5 0 M NOTES: - 1. ALL GROUNDING AND BONDING AT THE SERVICE ENTRANCE SHALL O 4 COMPLY WITH NEC 250.28, 1o' MIN- TYPE CT TYPE HS TYPE XA TYPE VS TYPE YA-2 a 6 5 SHEET Tr E: GROUNDING DETAILS 250.50, 250.66, 250.92, 250.102(C) & 250.56 20' MAX. �' 3 •, 2. GROUNDING SYSTEM RESISTANCE TYPE 2-YA% SHCET NUVB:R: IS 25 OHMS OR LESS GROUND ROD INSTALLATION DETAIL I N.T.S. 13 1 EXOTHERMIC WELD DETAIL N.T.S. 6 1 EX. METALLIC EQUIP. BONDING N.T.S. 9 NOT USED N.T.S. I 12 G-2 OQO0 �4. �DUNDED 19'tp Community Development and Public Works January 4, 2017 SUBJECT: Verizon Wireless (OV1600662) Upcoming Neighborhood Meeting — February 2"d 6:00 — 7:30 p.m. Dear Neighbor: A neighborhood meeting will be held on Thursday, February 2, 2017 regarding a proposed cell tower on a replacement light pole in the Innovation Park Drive right-of-way. A photo simulation of the replacement pole is shown below. The applicant has proposed three alternative locations which are depicted on the below map and which will be discussed at the neighborhood meeting. The neighborhood meeting will be conducted from 6:00 - 7:30 p.m. at Town Hall — Council Chambers, 11000 N La Canada Drive. The applicant and Town staff will be in attendance and will be available to answer questions. Following the neighborhood meeting, the application will be considered by the Conceptual Design Review Board. Notice will be mailed prior to the public meeting. Thank you for your involvement in the public participation process and please contact me at (520) 229- 4896 or cdaines .orovalleyaz.gov with any additional comments or questions. We look forward to seeing you on February 2nd. Sincerely, Chad Daines, Principal Planner