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DIR-2021-016 Stamped Plans JURISDICTIONAL APPROVAL. Community Development Department Planning Division — Cupertino verizon CUPERTINQ APPROVED ase ERIZ0N2RT- E NUMBER: 116604 BUSINESS UNIT #: 815035 10655 NUE VERIZ ' '�°Iyk1i% NAME: HWY 280/85 SITE ADDRESS: CUPER INO CA k� 95014 pprova [Datly�/�StafF MONOPOLE COUNTY: SANTA CLARA pprova((��DaLte '� ignatacaPW 4a# PH'1': 50'—V JURISDICTION: SANTA CLARA Case Manager r/� verizon VERIZONSUB 6—GHZ 3245 158TH AVENUE MS 231 BELLEVUE WA 98008 SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP CROWN SHEET# SHEET DESCRIPTION VERIZON SIGNATURE BLOCK CC CASTLE CROWN CASTLE USA INC. 1-5 PARK&RIDE/130TH L A N� QCarpet Cleaning Heroes SITE NAME: APPROVAL SIGNATURE DATE - THE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SITE ADDRESS: 10655 MARY AVENUE T-1 TITLE SHEET ANDS SEATTLE,WA 1RIo1 CUP CLARA ,CA 95014 GENERAL NOTES 0 F U L L E I PTO N COUNTY: SANTATA CLA SITE ACQUISITION RA C-1.-1.1 OVERALL SITE PLAN coNSTRucrtoN Marriestead High School MAP/PARCEL#: 326-06-050 C-1.2 RADIO SITE PLAN ENGINEERING • DESIG N —' AREA OF CONSTRUCTION: EXISTING cs-' _ -- _ ->-— I'� - I100 E.WOODFIELD RD,STE 500,SCHAUMBURG.IL 60173 LATITUDE: 370 19'56.79" C-2 EXISTING&NEW ELEVATION MICROWAVE �_=J6ni .ro gen.-FwY= , COAa 4143 LONGITUDE: -122°3'3.85" C-3 ANTENNA PLANS&CABLE SCHEDULE LAT/LONG TYPE: NAD83 C-4 EQUIPMENT SPECS TELco GROUND ELEVATION: 50.OFT C-5 RFDS EQUIPMENT VERIZON SITE NUMBER:116604 CURRENT ZONING: TBD ate of Heaven es m JURISDICTION: SANTA CLARA C-6 CONFIGURATION DIAGRAM PROJECT ADMINISTRATOR atholic Cemetery a = BU#:815035 OCCUPANCY CLASSIFICATION: U G-1 GROUNDING PLAN WO ADMINISTRATOR 's 1-5 PARK&RIDE/130TH _ TYPE OF CONSTRUCTION: IIB G-2 GROUNDING DETAILS QTeaspoon Cupert 10655 MARY AVENUE A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR cxoWNCASTLEUSANc.SIGNATUREBLocx a Whole Foods Markel® CiJPERTTN0,CA95014 G-3 GROUNDING DETAILS HUMAN HABITATION St—ICr-ki ©eAnza Cupertiria nt EXIST1NG50'-0"MONOPOLE PROPERTY OWNER: CAMPBELL GATEWAY SQUARE LLC ATTACHED MOUNT MODIFICATION DESIGN APPROVAL SIGNATURE DATE is College SITE ACQUISITION � 2021.0060.018E TOWER OWNER: CROWN CASTLE USA,INC. PLANNER a NO SCALE ISSUED FOR. 2000 CORPORATE DRIVE ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED CONSTRUCTION CHARGING DIRECTIONS FROM SAN JOSE INTERNATIONAL AIRPORT ELECTRICAL VEHICLE CANONSBURG,PA 15317 FOR 11X17.CONTRACTOR SHALL VERIFY ALL PLANS AND CHARGING STATIONS(TERMINAL A,2077 AIRPORT BLVD,SAN JOSE,CA 95110,UNITED STATES): REV DATE DRWN DESCRIPTION DES./Q EXISTING DIMENSIONS AND CONDITIONS ON THE JOB TAKE HWY 85 TO STEVENS CREEK BLVD.EXIT.TURN LEFT ON STEVENS CREEK BLVD;LEFT IN A 04/02/2021 AR PRELIMINARY cJ CARRIER/APPLICANT: VERIZON WIRELESS SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN PROJECT MANAGER 180 WASHINGTON VALLEY ROAD MARY AV(ACROSS FROMM DEANZO COLLEGE);GO TO END OF MARY AND TURN LEFT INTO o 05/12/2021 cJ CONSTRUCTION cJ WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING BEDMINSTER,NJ 07921 WITH THE WORK OR BE RESPONSIBLE FOR SAME. UTILITY MANAGER CUPERTINO LOCK&STOR. ELECTRIC PROVIDER: TBD LANDLORD TELCO PROVIDER, TBD PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO ENHANCE INBLEERETYANDPACITYTOTHEEXXIS ELND IGIBLE FACILITY. APPLICABLE CODES/REFERENCE ��`S) BEZIf. �� TOWER SCOPE OF WORK: DOCUMENTS REMOVE(3)ANTENNA & ZLU � �� m REMOVE(3)RRHs ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH 58925 a m RELOCATE(3)ANTENNAS THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL INSTALL(9)ANTENNAS GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO 12" INSTALL(3)RRHs PERMIT WORK NOT CONFORMING TO THESE CODES: �P PROJECT TEAM INSTALL MOUNT MODIFICATIONS PER MOUNT CODE TYPE CODE Gf V1G MODIFICATION DESIGN BY TOWER ENGINEERING BUILDING 2019 CALIFORNIA BUILDING CODE(CBC)/2018 IBC �T�OF C Al 1�D�a A&E FIRM: 1100 E.WOODFIELD ROAD,SUITE 500 SOLUTIONS,LLC DATED APRIL 26,2021 MECHANICAL 2019 CALIFORNIA MECHANICAL CODE(CMC)/2018 UMC SCI- CONTRACTOR PMI REUIREMENTS AUMBURG,ILLINOIS 60173 Q ELECTRICAL 2019 CALIFORNIA ELECTRICAL CODE(CEC)/2017 NEC MILEN DIMITROV GROUND SCOPE OF WORK: TEL:847-908-8439 RELOCATE(3)RRHs FROM GROUND TO TOWER REFERENCE DOCUMENTS: EMAIL: mdimitrov fullertonen neerin.com SMART RT TOACCESOL VENDOR https://pmi.vxwsmaxt.com @ g1 S SMART TOOL VENDOR STRUCTURAL ANALYSIS: BLACK&VEATCH CROWN CASTLE 4301 HACIENDA DRIVE,SUITE 410 PROJECT NUMBER ---- DATED: MARCH 30,2021 USA INC.DISTRICT PLEASANTON,CA 94588 VzW LOCATION CODE(PSLC) 103237 MOUNT ANALYSIS: TOWER ENGINEERING SOLUTIONS,LLC CONTACTS: DATED: APRIL 23,2021 MOUNT MODIFICATION DESIGN: TOWER ENGINEERING SOLUTIONS,LLC STACIE ESPOSITO-PROJECT MANAGER *** PMI AND REQUIREMENTS ALSO EMBEDDED IN MOUNT DATED: APRIL 26,2021 ANALYSIS REPORT RFDS REVISION: 0 IT IS A VIOLATION OF LAW FOR ANY PERSON, JAMES SJOTVEDT-CONSTRUCTION MANAGER DATED: 01/27/2021 UNLESS THEY ARE ACTING UNDER THE DIRECTION MOUNT MODIFICATION REQUIRED y ORDER ID: 548049 OFALITOALTERTHIISSDOCUMENT. REVISION: 1 NOTE: VZW APPROVED SMART KIT VENDORS CALL CALIFORNIA ONE CALLSHEET NUMBER: REVISION: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST (800)227-2600 o O CONTACT THE CROWN NOC AT(800)788-7011&CROWN VzW SMART CALL 3 WORKING DAYS a¢ o _ 1 0 CONSTRUCTION MANAGER REFER A RT KIT APPROVED VENDORS MOUNT MODIFICATION DRAWINGS PAGE FOR BEFORE YOU DIG! �'D 1 CROWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: JURISDICTIONAL APPROVAL. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE TO PROCEED (NIP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: VERIZON FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. SIT YOU MUST CONTACT T CROWN CASTLE USA INC. OC AT 800-788-7011 & THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED D l"fr�T�1 YtIFYFt�I" �IL'lome nt beta rtme nt 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. "LOOK UP - CROWN C STLE USA INC. SAFETY CLIMB REQUI MENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. THE INTEGRI OF THE SAFETY WMR AND ALL CO RENTS 0 THE CLIMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. CONSIDERED��I'� G�IVIIWPiTj ®CTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REINFORCEMENTS, AND/OR UIPMENT INSTALLATIONS SH LL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. CUP G THAT SHALL BE GREATER THAN THE SHORT EFLTINaRUCTNCTICUREL UHS OFSE THE INCLLE��[ �`f�TJ I��1Q7w1DO TO: PINOCHINGE CLIMBING WIRER ROTY PE,ECN THE ON THESE BENDNG OF MSCELLANEOUSWWORK THE CONTRACTOREPLICTLYYRSHOWNL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL CIRCUIT CURRENTITO WICES SHALL ICH THEY ARE E AN SUBJECTED, 22I0 0 ANG CURRENT MNIMUM, VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT {"}I,,�AY CAUSE FRICTIONAL ''gy�pp [p��,��P/e�77�� }iE/�JQI-�QRAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. a se 7TNTENDED USE. ANY COM1I2�� IIFSLKSIIV �LIAd6,IIR12LUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE A ENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV MAINTENANCE AND CO j[t%ti@T14IJ(IfVi6Ter s TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. y INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE ONLY. 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4, NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i., PANEL BOARD AND THIS INCLUDES, BUT IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, CIRCUIT ID'S). ENVI NT AN ONING. FTER N T A VITIES AND CONSTRUCTION ARE COMPLETED, ALL AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, 7, PANEL BOARDS ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. p p ro 1 R $ ® $FI SED OUT ACCORDING TO LOCAL JURISDICTIONAL GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER REQUIREMENTS. CLARIFICATION I, REQUIRED CONTACT THE ENGINEER OF RECORD. 8. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. 4 A ON MEA ` (��1��I S; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) p p ro � � PLANS!RND RESC4E�PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL ASSIST IN THE FABRICATION AND/OR P PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILI Y WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. CONTRACTOR RES , AND SHALL MEET 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WITH N SSE A10. LATE EDI ION� ED RAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED . ignat ' RY CONS .S� CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SCOW CORD rs, ��11�THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL - #14 OR ARGER) UNLESS �'� IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE OTHERWISE SPECIFIED. o RIGGING N CASTLE USA INC. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS POSSIBLE. STANDARD CED-STD-10253, I yp11�QI8p� QUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL W, MULTI CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. nv CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TIA-322 EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION 3245158TH AVENUE MS 231 (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CROWN CASTLE. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOE). AND 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75° C (90° C IF AVAILABLE). BELLEVUE WA98008 ACTIVITIES ON CROWN CASTLE USA INC. TOWER SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, ILL, ANSI/IEEE MOUNTS AND APPURTENANCES," AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. CROWN INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. CASTLE SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO S. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. PRcc OCEEDING WITH ANY SUCH CHANGE OF INSTALLATION. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90. AND ALL APPROVED ABOVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. 1505 WESTLAKE AVENUE NORTH,SUITE 800 CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION SEATTLE,WA 98109 REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. COMPLY WITH ALL LAWS, ORDINANCES, RULES, AUTHORITY REGARDING THE PERFORMANCE THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET WITH ANY SUCH CHANGE OF INSTALLATION. SCREW FITTINGS ARE NOT ACCEPTABLE. ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, FULLEI�TON 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION AND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, ILL, ANSI/IEEE AND ORDINANCES AND APPLICABLE REGULATIONS. POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN THE NEC. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS ENGINEERING - DESIG N RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CROWN CASTLE USA INC. 1100E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PROVED TYPE E OR EQUAL). COA#4143 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL A DAILY BASIS. A NEAT AND WORKMANLIKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT VERIZON SITE',NUMBER:116604 PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO CONSTRUCTION SAFETY PROCEDURES. _ PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. BU#:815035 SPECIFICATIONS, LATEST APPROVED REVISION. CONCRETE, FOUNDATIONS, AND REINFORCING STEEL: 24, EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT STEEL. SHALL MEET OR EXCEED ILL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR 1-5 PARK&RIDE/130TH THE COMPLETION OF THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER BETTER) FOR EXTERIOR LOCATIONS. REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND _ 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR 106555 MARY AVENUE 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-M-PLACE CONCRETE. EXCEED ILL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED CUPERTINO,CA 95014 EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUME (WP OR BETTER) FOR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psf. 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED EXISTING 50'-0"MONOPOLE OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC., AND/OR LOCAL UTILITIES. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f c) OF 3000 psi AT 28 DAYS, UNLESS NOTED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE. NO MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. 2021.0060.0186 SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. EQUIPMENT, ROOMS, AND SHELTERS. PLACEMENT. 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. AND TOWER AREAS. ENTRAINMENT TO BE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW "VERIZON". ISSUED FOR. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED TYPE II PORTLAND CEMENT WITH A MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM REV DATE DRWN DESCRIPTION DES./Q A185. ALL SPLICES SHALL BE CLASS "B"TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, CONDUCTOR COLOR CODE A 04/02/2021 AR PRELIMINARY CJ EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy)_OF STANDARD DEFORMED BARS ARE EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: SYSTEM CONDUCTOR COLOR 0 05/12/2021 CJ CONSTRUCTION CJ #4 BARS AND SMALLER....................... 40 ksi ' 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL ��""�""�""��""�""�"�"""�"�"��""�"'�"�"'�"�"�"""� �'• � A PHASE BLACK MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES #5 BARS AND LARGER............................... ...................60 ksi FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE 120/24OV, 10 B PHASE RED APWA UNIFORM COLOR CODE: 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: NEUTRAL WHITE + STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.......................3"CONCRETE EXPOSED TO EARTH OR WEATHER: AR OF OWNER. CONCRETE BLACK WHITE PROPOSED EXCAVATION 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #6 BARS AND LARGER.....................................................................................2" CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE #5 BARS AND SMALLER....._p...................:...............................................1-1/2" B PHASE RED ®TEMPORARY SURVEY MARKINGS RETURNED TO THE OWNER'S DESIGNATED LOCATION. CONCRETE NOT EXPOSED TO EA}2TH OR WEATHER: 120/208V, 30 C PHASE BLUE 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED SLAB AND WALLS.........................................................................................3/4" NEUTRAL WHITE -ELECTRIC POWER LINES, CABLES, e[� . ....1-1 2" CONDUIT, AND LIGHTING CABLES q '^I{ BEAMS AND COLUMNS...... ............................. GROUND GREEN Q� 4. FROM SITE ON A DAILY BASIS. � �� "�"�� '� FIE 7. A TOOLED EDGE OR A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGE CONCRETE, UNLESS NOTED GAS OIL, STEAM, PETROLEUM, OR 22. NO FILL H EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. A PHASE BROWN YELLOW GASEOUS MATERIALS 11" OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. � z B PHASE ORANGE OR PURPLE COMMUNICATION, ALARM OR SIGNAL LINES, 277/48OV, 30 C PHASE YELLOW CABLES, OR CONDUIT AND TRAFFIC LOOPS Ju ! 03 m a r GREEN FIELD GROUNDING NOTES: � NEUTRAL GREY ®POTABLE WATER 68925 A GROUND GREEN 17" RECLAIMED WATER IRRIGATION AND 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN POS (+) RED** �SLURRY LINES ACCORDANCE WITH THE NEC. DC VOLTAGE NEG (-) BLACK** 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND SEWERS AND DRAIN LINES '� a ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. * SEE NEC 210.5(C)(1) AND (2) 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE ** POLARITY MARKED AT TERMINATION 0� TESTING RESULTS. 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE ILL APPROVED GROUNDING TYPE CONDUIT CLAMPS. ABBREVIATIONS: 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ANT ANTENNA 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED (E) EXISTING COPPER FOR OUTDOOR BTS. FIT FACILITY INTERFACE FRAME 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. GEN GENERATOR 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. CPS GLOBAL POSITIONING SYSTEM 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. MGB MASTER GROUND BAR 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. MW MICROWAVE 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. (N) NEW 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. NEC NATIONAL ELECTRIC CODE 15. APPROVED ANTIOXIDANT COATINGS (i., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT IS A VIOLATION OF LAW FOR ANY PERSON, 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. QTY QUANTITY UNLESS THEY ARE ACTING UNDER THE DIRECTION 18. BOND ALL METALLIC OBJECTS WITHIN 6 it OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OF A LICENSED PROFESSIONAL ENGINEER, 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, RBS RADIO BASE STATION TO ALTER THIS DOCUMENT. METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE RET REMOTE ELECTRIC TILT USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. REDS RADIO FREQUENCY DATA SHEET 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC, FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN 3"TO 6" OF CAD-WELD TERMINATION RRH REMOTE RADIO HEAD SHEET NUMBER: REVISION: POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL. SIA REMOTE RADIO UNIT IAD SMART INTEGRATED DEVICE 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP TOWERS AND WATER TOWERS GROUNDING RING TO TMA TOWER MOUNTED AMPLIFIER T-2 O THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, TYp TYPICAL LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT SITE PUN DISCLAIMER: JURISDICTIONAL APPROVAL. PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN dddJJJ SETS. CROWN CASTLE USA INC. HAS NOT COMPLETED A SITE SURVEY AND Community Development Department THEREFORE MAKES NO CLAIMS AS TO g� (E) COMPOUND o THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. Planning Division — Cupertino m 00 70'-0' o CureRTINQ APPROVED ase # DIR-2021-016 g� Z (E) 50'-0" MONOPOLE � Application Number(s) v o m pprova I Body: Director/ Staff p p 10/04/21 (E) SITE LOCATION Z rovalDate ° gOo � a (REFERENCE C-1.2 FOR DETAILS) ignature Gian Paolo Martire � o o (E) ACCESS ROAD ��'�� Case Manager o 3245 158TH AVENUE MS 231 BELLEVUE WA 98008 ° o 0 o CROWN C CASTLE �p 1505 WESTLAKE AVENUE NORTH,SUITE 800 (E) BUILDING SEATTLE,WA 98109 gQ FULLERTON ENGINEERING • DESIG N gGb Lb <.` I100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 0 � r COA#4143 D VERIZON SITE NUMBER:116604 m BU#:815035 03 1-5 PARK&RIDE/130TH g� 70 10655 MARY AVENUE 0 CUPERTINO,CA 95014 m EXISTING 50'-0"MONOPOLE 2021.0060.0186 ISSUED FOR. cO D REV DATE DRWN DESCRIPTION DES./Q z A 04/02/2021 AR PRELIMINARY CJ (f) 0 05/12/2021 CJ CONSTRUCTION CJ 0 Z D m <)eRo�,=ssio,� �� z a r 6 03 8925 A "' (E) ACCESS ROAD 17". C1Vl� METEOR DR �OF CAt1�o g o IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OVERALL SITE PLAN SHEET NUMBER: REVISION: I SCALE: 3/8"=1'-0"(FULL SIZE) (\I O JURISDICTIONAL APPROVAL. Community Development Department Planning Division — Cupertino CUreRTINo APPROVED ase # DIR-2021-016 Application Number(s) pprova I Body: Director/ Staff pprova I Date 10/04/21 ignature Gian Paolo a Case Manager Verizon%/ 12'_6" (E) FENCE 3245 158TH AVENUE MS 231 (AREA) a BELLEVUE WA98008 I CROWN a' CASTLE cc 1505 WESTLAKE AVENUE NORTH,SUITE 800 0 6' SEATTLE,WA 98109 0 a.. FULLERTON Q ENGINEERING • DESIG N OJ C� I100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 Z COA#4143 0,O = 0 0 VERIZON SITE NUMBER:116604 150'-0" MONOPOLE (E) GATE I BU#:815035 1-5 PARK&RIDE/130TH I�(E) VERIZON FEEDLINES 10655 MARY AVENUE (12) COAX CABLES (7/8") CUPERTINO,CA 95014 o /`�� (2) HYBRID CABLES (1-1/4") EXISTING 50'-0"MONOPOLE of o Q N 2021.0060.0186 I (COMPOUND AREA) BE)ELOCATEDVEIZONOTOPTOWER MENT O ISSUED FOR. (3) RRHs REV DATE DRWN DESCRIPTION DES./Q A 04/02/2021 AR PRELIMINARY CJ 0 05/12/2021 CJ CONSTRUCTION CJ o Q^ o Q (E) BUILDING I I �eRpFE551p� h�4. BEL(��g�� Ca Z $ M a r 68925 A "' 17", - - - - - - - - - - - - - - - - - - C1vl�_ 28'-5" T�T�OF CA41��a (AREA) I I I IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: �, SITE PLAN SCALE: 1/2"=r-0'(11.1 sizE) C- 1 .2 U JURISDICTIONAL APPROVAL. Community Development Department STRUCTURE W1 APPURTENANCE STRUCTURE W1 APPURTENANCE ELEV. = SY-0" ELEV. Planning Divisio C pertino HEIGHT OF STRUCTURE h HEIGHT OF STRUCTURE h 0. CUPERTINO APPROVED ELEV = 50'-0" NEW VERIZONE RAD CENTER h D I R-2021- 6 EXISTING VERIZON PAID CENTER ENTER ase # ELEV. = 48'-0" I � EXISTING VERIZON RAD CENTER h Application Nu be (S) I I ELEV. NEW VERIZON RAD CENTER ELEV. = 47'-0" pprova I Body: Director/Sta D� pprova I Date 10/04/21 I I (E) VERIZON EQUIPMENI 10 BE EMOVED J NEW VERIZON EQUIPMENT ignature Gian Paolo I �rs (9) ANTENNAS I ��'��V I (3) RRHs (E) VERIZON EQUIPMENT TO REMAIN (E) VERIZON EQUIPMENT Case Manager (3) RRHs I (3) RRHs (2) OvPs (2) OVPs 3245 158TH AVENUE MS 231 INSTALL MOUNT MODIFICATIONS PER MOUNT I BELLEVUE WA 98008 (E) VERIZON EQUIPMENT TO BE RELOCATED MODIFICATION DESIGN BY TOWER ENGINEERING (E) RELOCATED VERIZON EQUIPMENT (3) ANTENNAS SOLUTIONS, LLC DATED APRIL 26, 2021 I (3) ANTENNAS I (3) RRHs CROWN CC CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 FULLERTON ENGINEERING • DESIG N I100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 COA#4143 I I VERIZON SITE NUMBER:116604 I I BU#:815035 VERIZON EQUIPMENT I I VERIZON EQUIPMENT 1-5 PARK&RIDE/130TH ANTENNA CL 48'-0" I I 10655 MARY AVENUE I MOUNT CL: 47'-0" ANTENNA CL: 4 '—ANTENNA CL: 48'-0"0" I CUPERTINO,CA 95014 ANTENNA CL: 47'-0" EXISTING 50'-0"MONOPOLE MOUNT CL: 47'-0" 2021.0060.0186 ISSUED FOR. REV DATE DRWN DESCRIPTION DES./Q A 04/02/2021 AR PRELIMINARY CJ 0 05/12/2021 CJ CONSTRUCTION CJ I I I I I I (E) 50'-0" MONOPOLE I (E) 50'—C" MONOPOLE eRo� sio (E) VER170N FEEDLINES TO REMAIN (E) VER170N FEEDLINES (7 Z {T1 (12) COAX CABLES (7/8") (12) COAX CABLES (7/8") Lu �$92 rJ A M (2) HYBRID CABLE (1-1/4") I (2) HYBRID CABLE (1-1/4") �OF CAt1�° IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: EXISTING WEST ELEVATION FINAL EAST ELEVATION C-2 O SCALE: NOT TO SCALE L SCALE: NOT TO SCALE JURISDICTIONAL APPROVAL. Community QDevelopment Department ANTENNA SCHEDULE CABLE SCHEDULE P I a n n i ng D I 5�I1)° POS I"iL'(f7�0'L�GY PAD AZIMUTH ANTENNA ANTENNA MODEL MECH. ELECT. TOWER MOUNTED CENTER MANUFACTURER TILT TILT EQUIPMENT FEEDLINE TYPE STATUS CABLE TYPE SIZE QUANTITY CUPLRTINO A F PRO EaD CDMA 48'-0" 40' ANDREW SBNHH-1D65B 0' 0' (1) RAYCAP - RCMDC-3315-PF-48 HYBRID EXISTING COAX 7/8" 12 ase # DIR- ®2'� 046 LCBRS-SUB6 47'-0" 40' ERICSSON L44086 8' (1)1)ERICSSONERICSSON- RRUDI024 B66A HYBRID EXISTING HYBRID 1-1/4" 2 Applicab r14ldb erti) LTE/5G 48'-0" 40' COMMSCOPE NNH4-65A-R6H4 0' 2'/2'/2' (1) ERICSSON - RADIO 8843 HYBRID FINAL CABLE QUANTITY 14 pprovaI Body: Directo E t 61 CDMA 48'-0" 160' ANDREW SBNHH-1D65B 0' (1) RAYCAP - RCMDC-3315-PF-48 HYBRID pproval Date 10/04 261 TA B2 LCBRS6 47'-0" ERICSSON L44086 8' (1)1)ERICSSON ERICSSON - RRU RADIO 24B66A HYBRID ` BETA B3 LTE/5G 48'-0" 160' COMMSCOPE NNH4-65A-R6H4 0' 2'/2'/2' (1) ERICSSON - RADIO 8843 HYBRID ��'�� ■ ignature Gian Paolo V Cas GAMMA C1 CDMA 48'-0" 280' ANDREW SBNHH-1D65B - HYBRID 3245158TH AVENUE MS 231 L-SUB6 49'-3" 280' VZW L-SUB6 (1) ERICSSON - RADIO 4449 BELLEVUE WA 98008 GAMMA C2 CBRS 47'-0" 280' ERICSSON 4408 (1) ERICSSON - RRUS 32 B66A HYBRID GAMMA C3 LTE/5G 48'-0" 280' COMMSCOPE NNH4-65A-R6H4 [0t, 2'/2T (1) ERICSSON - RADIO 8843 HYBRID CROWN CC CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 FULLERTON ENGINEERING • DESIG N 1100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 COA#4143 VERIZON SITE NUMBER:116604 ANTENNA AND CABLE SCHEDULE 15035 SCALE: NOT TO SCALE BU#:8 1-5 PARK&RIDEDE/130TH 10655 MARY AVENUE CUPERTINO,CA 95014 EXISTING 50'-0"MONOPOLE 2021.0060.0186 Al ISSUED FOR. Al (E) VERIZON OVP (2 TOTAL) REV DATE DRWN DESCRIPTION DES./Q INSTALL MOUNT MODIFICATIONS PER MOUNT /r A 04/02/2021 AR PRELIMINARY CJ C2 FTr_ MODIFICATION DESIGN BY TOWER ENGINEERING / 0 05/12/2021 CJ CONSTRUCTION CJ (ALPHA) SOLUTIONS, LLC DATED APRIL 26, 2021 A2 (ALPHA) 40' AZIMUTH 40' AZIMUTH (E) VERIZON OVP TO REMAIN C3 (2 TOTAL) (E) 50'-0" MONOPOLE A3 NEW VERIZON ANTENNA (E) 50'-0" MONOPOLE eFLOFE551pn,- J-q � �� -� -� (�y (GAMMAA) (GAMMAA) (9 TOTAL, 3 PER SECTOR) 280' AZIMUTH A2 280' AZIMUTH (E) RELOCATED VERIZON RRH z (3 TOTAL, 1 PER SECTOR) L11J ! m C2 (E) VERIZON ANTENNA TO BE REMOVED 68925 A (3 TOTAL, 1 PER SECTOR) RRH (E) VERIZON RRH TO REMAIN (3 TOTAL,E1 PERIZON SEC OR) cjvj1- N� (3 TOTAL, 1 PER SECTOR) (E) VERIZON ANTENNA TO BE RELOCATED OF CA41F (3 TOTAL, 1 PER SECTOR) C1 B1 C1 B1 (E) RELOCATED VERIZON ANTENNA (3 TOTAL, 1 PER SECTOR) (E) VERIZON RRH TO BE REMOVED (3 TOTAL, 1 PER SECTOR) B2 (BETA) (BETA) B2 160' AZIMUTH B3 160' AZIMUTH IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION NEW VERIZON RRH OF A LICENSED PROFESSIONAL ENGINEER, (3 TOTAL, 1 PER SECTOR) TO ALTER THIS DOCUMENT. SHEET NUMBER: REVISION: EXISTING ANTENNA PLAN SCALE: NOT FINAL ANTENNA PLAN 0 � TO SCALE N ��SCALE: NOT TO SCALE NC-3 JURISDICTIONAL APPROVAL. Community Development Department Planning Division — Cupe no CureRTINQ APPROVED ase # DIR-2021-016 Application Number(s) pprova I Body: Director/ Staff pprova I Date 10/04/21 ignature Gian Paolo Martire ver'zon'l/ Case Manager 3245 158TH AVENUE MS 231 BELLEVUE WA 98008 CCROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 FULLERTON VZW — nL—SUB-6 ENGINEERING - DESIG IN WEIGHT: 88.0 LBS COMMSCOPE — NNH4-65A—R6H4 SIZE (HxWxD): 30.8x16.1x10.8 IN. ERICSSON — RADIO 4408 1100E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 WEIGHT: 86x.50 LBS WEIGHT: 10.14 LBS COA#4143 SIZE (HxWxD): 59.009.60x7.80 IN. SIZE (HxWxD): 8.41x7.88x4.13 IN. ,-� E: NOT VZW — nL—SUB-6 VERIZON SITE NUMBER:116604 L SCA COMMSCOPE — NNH4-65A—R6H4 L TO SCALE / z�ERICSSON — RADIO 4408 BU#:815035 SCALE: NOT TO SCALE `� SCALE: NOT TO SCALE 1-5 PARK&RIDE/130TH 10655 MARY AVENUE CUPERTINO,CA 95014 EXISTING 50'-0"MONOPOLE 2021.0060.0186 ISSUED FOR. REV DATE DRWN DESCRIPTION DES./Q A 04/02/2021 AR PRELIMINARY CJ 0 05/12/2021 CJ CONSTRUCTION CJ ir MOUNTING BRACKET (SUPPLIED W/ANTENNA) ANTENNA MOUNTING PIPE NEW a L" A m ANTENNA 6$925 O INSTALLER NOTE: T✓�0�CA4lFDF- 1.ALL PIPES, BRACKETS, AND MISCELLANEOUS HARDWARE TO BE GALVANIZED UNLESS NOTED OTHERWISE. MOUNTING BRACKET (SUPPLIED W/ANTENNA) 5 ANTENNA MOUNTING DETAIL ERICSSON - RADIO 8843 WEIGHT: 70.0 LBS SCALE: NOT TO SCALE IT IS A VIOLATION OF LAW FOR ANY PERSON, WEIGH SIZE (HxWxD): 18.Ox 13.2x9.4 IN. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ERICSSON — RADIO 8843 TO ALTER THIS DOCUMENT. Q SCALE: NOT TO SCALE SHEET NUMBER: REVISION: C-4 0 JURISDICTIONAL APPROVAL. verizon,' fuze I RFOS o.Ee Flwe.eo De" .R eausor.en9erade asen Frer6plepoa 11"211065 me...ree ea"H-Iv6e sagatil0asa sar.a,oase smee�laasa aHHH.loce sewHHao6sF Community Development Depa► ;m1 a;nghl@verilvnwire esa.cam-3I27f101117:4&33 �; p M�pvE "e cpM+e M�e a p.waupaE m"�"e r9.rn.s�i ooA.riawl o 0 0 o e o Aro, ! location information ,p �° iing Division - Cupertino ,aHMd3 6l Carrier Aggregation:False Site ID:463103 nw°dera.., siso 111. I'D.. rs9.sa asr5a u9.5e - rrA rr. C U P S RT I N O APPROVED E-NodoS 10:0031141,6319141,631141,0319141,031141 aCIIP-0:false PSLC:116604 ase # D1�, Q21j1Qj6Uarrier Add SwllchNanTe:Sunnyvale Tr..mn.u } aa,er. nTQLa_I� _ _ nTQI M nT _ Fl1 IEP{�oLecllDUlfl6'1 D2�f S Tower Owner: Tcu u ou ASpp�E:& n IVV 6) _ resigned actor Carrier 4G:21 Tower Type:Monopole iv 10 Sao ±v 1. zeo GFIlrwereO .1 01151.1 o,se3a3 m]13at pae1141 Designed Sector Carrier SG:3 Site Type:MACRO +.1...wer seann�oe,a saar.r.36x,a sela.ravase a1aM..awarr rebrdSMR6H/ rn«%sn•1ee.]a pproval B o daylai-DhV Lt'DRr f f Street Address:10655 MARY AVE w n wa. commm>PE coMMS caM ascveE coMMscvrE Cvu3.sc0`t coMMscon 4nMm.GnamMMF11 Additional$��()q/r��Jt�}fr/ N!A City:CUPER7IND r.eJ,r,e�w-nr3.1ey1 0 0 0 oe 0 0 pproval Date SiteTfSReTPIb state:cA s ae'a 50S >05 Apat. >•vx,• x3a se]I ]a.11 1,95x lti!? a1u1 FP Solution Type&Tech Type:MODIFICATION:4G_ANTMOD,4G_Radlo Zip Code:95014 ignature Gian Paolo MarWe,SG_L-Sub6�Prep County:Santa Clara E Mon En R9 EHsro Ex.9 E s Fnn9 ��'�� S }xr Latitude:37.332442/37'19'56.7912'N 1Vi°"°r �izr %i9 xe is �u �u Case11l�anager 09.m50 a9.m,� I(x,. lOu, 11]INa 1llasea Longitude:-122.0510721 122°3'3.8592'w sa.�. aTculn Atou,aM AiOu,AM ATOu,ae e,OF.,.n a,0u an 3245 158TH AVENUE MS 231 BELLEVUE WA 98008 RFD3 Project Scope: •CBRS CARRIER ADD AND 5G L-Sut16 COMBINED PROJECTS;CBRS CARRIER WILL ADD(3)SECTORSDo w.nn •ADD(3)CUP ON(Al R4409 integrated unit)FOR CBRS c.EeeTbe.eo F111.1 6111e1 61n41 6111.1 OWL b311.1 Add 3 5G L•St166 Antenna ADD:+ADD 3 CBRS AIR antennas below Lsub Antenna on Second RAD-Vertically Stack N""""o0" sera"�-Iwsa spae~lnasa sw.Iww +wHF-as,wia'u mar-wRaw ' Fs•'+16r'+ CROWN move all LTE Radios to near the antennas w.. [ Msc re Ms[pvE MscprE M,poEE pewMsc c MscpvE Swap three RRUS32 radios with 3 9843 Radios cc CASTLE wcu<r Lox-Tn 1 7 Swap 3 SS NNH antennas with 3 NNF14 i12 portl antenna. '„�0," ,` zliva >1r've :te oe 1u;T yjyssl It s 1505 WESTLAKE AVENUE NORTH,SUITE 800 Note:Please reach out to Cx for HybridiSurge TYA IaMe SEATTLE,WA 98109 quantity/r17Ddel/design Er[e69n Errswn EMs6o-r ErMseery E�[e6e, 19 a wus11 a9 an Cx to ensure skew angles and antenna positions are hooked as in the CDs. 'Po+rw+ a.usazw wusz ' a4A F U L L E I PTO N wnRwtliel4e M A •Hybrid Carafe and OVP Box:C her k with Cx.on Modelllyj eQu antity. l.sa awwss rn.laa, awla4c na =1N5ar rrlesal r9"9. nTpu_Iw nrpu-air ua�an nrpu an a=pn�raw nlau an ENGINEERING DESIG N 1100 E.WOODFIELD RD.S-rE 500,SCHAUMBURG.IL 60173 COA#4143 VERIZON SITE NUMBER:116604 r«�Y.�rar�..r,s ..ar«.d« r•r rd e y BU#:815035 �'CM w C°'A Yap wr MaM�wr�es°.N wY� - 1-5 PARK&RIDE/130TH Service Fnfo 10655 MARY AVENUE 9 N w '° o CUPERTINO,CA 95014 z� .e� vow oaax oew c°r+EHoxen s en3.1 se SseHH'`I a non 5e . eu1.3 1:n Hrrrcu 4 w ,� z>4 ..a.n,.•�:,: s,.«r-3�F � ,F�...,�F r.r«e<sw�E�.e EXISTING 50'-0"MONOPOLE c tie.aa,B"a u1vr.1 6a1su1 etlsr.l .�.. ri3uea arnerna �.�� ,�� cpeMs[vW. [OMMS[Ove LVMMS[peE [p".G[vPt NMMS[pP! [M",Cove 2021.0060.0186 *ao *ao =en 3..w.t�o°:m..r�rogi p v v 0 0 0 CwaaWvrl wS 49.2 w9 1 : a 1 a I Trmgl 0 0 0 1 a1 1 1 61.T ,'IF1 iSGa ]O.s 50 aT ram. ra. 6a. eEF: e9� tea. ISSUED FOR. In. 1T11 a+ ]T11.a+ TaW W'. Eruw Rn[,wn Errypi ErHu9n Fncux Fr�v"6n nwm2t rwus,i enu nnua,x eee.. Eeaf ee13 9M1 REV DATE DRWN DESCRIPTION DES./Q iwlelee+ Cncew+ EcavI Ev von a.4 .a ... VLFa1 �2Fal iEol T, A 04/02/2021 AR PRELIMINARY CJ w�pn I or.Wne M µ 4.6 ewfefe er.ieex ev.ln.i 11]If�t it]456] 111/]6E naF1Ya 001,v, .YWu 01 A10u-01 ,.Tvu_nn .roil." aTO,,,,.n 0 05/12/2021 CJ CONSTRUCTION CJ n.rrrr largo; 16osevs TeosaoT a>n,3rF awn. nlou_,ur . - nrvw aq tMm. a au ov a o: .a u a..� w leo xav .v 1ep 1e0 X"e 11F � m m ar+EHce.en aliul e11u1 a3un a=ran s�p3u.1 cilia M IW IN W '0lap "^�"""a'°a" 5ar.r11 o65e SaxMM.lo6ya spwel-,pasa selxet-loose HH-1065e 58aHH-1ovs -[I-NoW5 41 osluI v13 3 v33:13 313 ---Mr. coMMxavE ownMs[91E tar ncooe mMMxOvr [OrnMscOPE +1t+M1 5&e1wlMss SexMM•soeee weHH 1MM wa rwHF• •eFMa 'X mMM s[0rh: F F . .u11Y3•eewaeMa 4e 4% .8 e..�.rr. fAMMSCOPE Cp"MliCLWE C-C- I——»E CO"M5L0°E (nMueCO»E r µar�.TMQ/g1 a a a e p a t.�e.`M1ra E..". ,e..,.Tw t z a t a 9 wsr- Ewa O o 0 0 0 0153t sl 51 ,3a 51 H oxliKx 0 e o 1 7 w iWr. v a. ,el 161 ]e.x 3EN11 �-�• e�ypFE551pn,,-- aw+ Ill Y11 YL M,..fw,wYTAM1r'a�tlli,er relMe,e !H4eYw-9n !nM[f4e9w 6rHk.,/m9 n C•.c1sa,9°n C.c4a+,9m irra,-.n-Ma.pratl.e aOE9wF16Y,1.q a6ieD.µ.1a_ws naETaOFLl.Lm naav i Eiw f pK _U� rslw n.s'. e4!: Mau e xf.H x e w _ wr4r a.. 4a C.K.m .41 /4 1./ 44 a1 ..."I 173- ym-m - rn VM1- t.w�elxM 3,9 6wisal ewTeal 1=]ev5 tfxlfl 1r3e51E .vs i•. eua 1 uF An).,u, .Tou an nYOu w n pa.1 nT vl o: m a r 68925 A m � � � �,vn'.m..F°aH10 1 glElo,xeln ,{el rsfloSxeN 1sElcfiavl /{+1, c.F1E1a f.eo 01101 a111+1 ORAL vML-3 vj 1 a33�..3 amrw 3aRHH-IMSa saHHH LD SaHHw�Ims 3peu4faA e6H/ I 4.aAIlaW w 4faF llp4 EefSSON EeiL550N ERICSSOIi .p.t lerel�ernp°.. .gnu M4y [OMMICOPC [OMMS[OPE C_ _ COMMSCOv[ COMM6COP6 COMMSCOPI ,� 0 0 e .rwuul /a la +e-- 4e OF C E141� YL+.circ.l o.,w.nr o v o 1 ] i°�' ,5e.]F 13a.11 MA 50.5 505 505 vNpJNayerr KI'l Se31 56.51 Mon 119.53 It-N eno.wi fi.- lncaon �'� .+06 a4a upa 619 IW6BN eeu lire EO:rar Es°uen EH1,zan Fz,.a+ '•'��0' as aW ab�M ..•, 4.w . au5 a .u9 T '�y H.,.dt..er 219 11 ax.19 4A E'Ai' EIM 'bw.<. 22 +1= �ew aTOLLII� Tnwnllnr eF4resa swieu I'_ Tr 6 Ti34,5e 113.,eo sa,... •TCFa rr •=aa uF a,pu IT IS A VIOLATION OF LAW FOR ANY PERSON, '-.al° r�we..r.e er+4...c..M.raw...e.rwRe�. - .«..�. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. RFDS SHEET NUMBER: REVISION: SCALE: NOT TO SCALE C-5 0 JURISDICTIONAL APPROVAL. Community Development Department Planning Division — Cupertino CUreRTINQ APPROVED ase # DIR-2021-016 Application Number(s) pprova I Body: Director/ Staff pprova I Date 10/04/21 ignature Gian Paolo Manager Verizon-� Case Manager 3245 158TH AVENUE MS 231 BELLEVUE WA 98008 CCROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 FULLERTON ENGINEERING • DESIG N I100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 COA#4143 VERIZON SITE NUMBER:116604 V� BU#:815035 IDE 1-5 PARK&RIDE/130TH 10655 MARY AVENUE CUPERTINO,CA 95014 EXISTING 50'-0"MONOPOLE 2021.0060.0186 y ISSUED FOR. REV DATE DRWN DESCRIPTION DES./Q A 04/02/2021 AR PRELIMINARY CJ 0 05/12/2021 CJ CONSTRUCTION CJ BE44,f0/ � z � TTI a r 68925 A "' 1h,, C1V11 �OF CA41�� IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CONFIGURATION DIAGRAM SHEET NUMBER: REVISION: SCALE: NOT TO SCALE C-6 0 JURISDICTIONAL APPROVAL. Community Development Department Planning Division — Cupertino CureRTINQ APPROVED ase # DIR-2021-016 Application Number(s) pprova I Body: Director/ Staff pprova I Date 10/04/21 ignature Gian Paolo Manager Verizon%/ Case Manager 3245 158TH AVENUE MS 231 BELLEVUE WA 98008 CCROWN CASTLE 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 FULLERTON ENGINEERING • DESIG N 1100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 COA#4143 VERIZON SITE NUMBER:116604 ALPHA BETA GAMMA BU#:815035 1-5 PARK&RIDE/130TH 10655 MARY AVENUE CUPERTINO,CA 95014 EXISTING 50'-0"MONOPOLE 2021.0060.0186 ISSUED FOR. I I I REV DATE DRWN DESCRIPTION DES./Q A 04/02/2021 AR PRELIMINARY CJ 0 05/12/2021 CJ CONSTRUCTION CJ I I I II II II II II II I I I III III III III III III \ \ III \ \ \ III \ \ \ III \ I I �� 41 0000000000a° o0 00000000000' o0 00000000000' oo h °°°°°° ..... o00000000 0........ ......... 0. ...... C7 Z� �� SzT1 EXISTING GROUND WIRE (TYP) 68925 A Cr1 EXISTING ANTENNA SUPPORT HEADFRAME (TYR) �+f Vl� \� 0000,000000,00000,0000 EXISTING UPPER TOWER GROUND BAR �T�0 NOTE: ALL NEW GROUNDS TO BE #6 STRANDED COPPER WITH GREEN INSULATION UNLESS NOTED OTHERWISE. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ,, �ANTENNA GROUNDING PLAN SCALE: NOT TO SCALE SHEET NUMBER: REVISION: G- 1 0 8" PVC PLUG JURISDICTIONAL APPROVAL. 8" PVC PLUG CPLG. (THIRD.) TO ANTENNA COAX TO ANTENNA COAX T/FINISH GRADE Fft C o m m u Development GROUND BAR COPPER/GALVANIZED GROUND BAR — ino 0 0 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CU PERTINO o 0 0 0 0 0 OAPPWAc 15o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N SUBGRADE _ _ #2 SOLID TINNED COPPER z #2 SOLID (TEST LOOP) a s e # CONDUCTOR TO TOWER/SHELTER z o NOTCH SIDES OF 8" PVC SCH 40 PIPE TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR n TO ALLOW EXIT/ENTRANCE OF COMPREESSIONSSION LUG (TYP) 1w7�I�I@G (TYEL (TYP) BOTTOM GROUND BAR ONLY) o EXOTHERMIC WELD GROUND RING WIRE pprQya I Body: Director/Staff NOTES I�—I�I—I�I— —I p prV.VG�L®O l� OR S�40/1@242L1)NNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. lJ lC TRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). } �± p ,C nA ..n 2/0 TINNED CU EXTERNAL ver'zo� ig n a 5.0 MOUND BAOGia L)140TaIWIQM�D 4� em TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. CADWELD TEST LOOP TO TOWER GROUND RING WIRE Case Manager GROUND RING WIRE NOTES: 5/8" 6 x 10'-0" LONG COPPER CLAD GROUND ROD 3245 158TH AVENUE MS 231 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE BELLEVUE WA 98008 VERTICAL 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) CROWN CC CASTLE 1505--LAKE AVENUE NORTH,SUITE 800 ANTENNA SECTOR GROUND BAR DETAIL ----\TOWER/SHELTER GROUND BAR DETAIL ��INSPECTION WELL DETAIL SEATTLE,WA 98109 SCALE: NOT TO SCALE L SCALE: NOT TO SCALE �`�JSCALE: NOT TO SCALE FULLERTON ENGINEERING • DESIG N 1100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 COA#4143 STAINLESS STEEL BOLT VERRIZON SITE NUMBER:116604 (TYP) TO TOWER MOUNTED EQUIPMENT STAINLESS STEEL BU#:815035 (TMP) FLAT WASHER TO ANTENNA MONOPOLE 2-HOLE CRIMP/ (TYP) 1-5 PARK&RIDE/130TH r8 COMPRESSION 10655 MARY AVENUE ANTENNA GROUND BAR CONNECTOR LOCATED AT MCL CUPERTINO,CA 95014 (BONDED TO TOWER STEEL) GROUND BAR EXISTING 50'-0"MONOPOLE STANDARD COAX 2 HOLE LUG (TYP) CABLE GROUND KIT STAINLESS STEEL 2021.0060.0186 (TMR) FLAT WASHER #6 STRANDED CU WIRE WITH STAINLESS STEEL (TYP) GREEN, 60OV, THWN BELLVILLE WASHER STAINLESS STEEL NUT 6" WIDE METALLIC HTEL ISSUED FOR. INSULATION (OR AS PROVIDED (TYR) (TYP) GRADE WARNING/LOCATOR TAPE AT WITH GROUND KIT) (TYP) SINGLE CONNECTOR AT GROUND BARS 12' DEPTH REV DATE DRWN DESCRIPTION DES./Q N A 04/02/2021 AR PRELIMINARY CJ STAINLESS STEEL BOLT o 0 05/12/2021 CJ CONSTRUCTION CJ MECHANICAL CONNECTION z (TYP) STAINLESS STEEL �_ z FLAT WASHER w EXOTHERMIC WELD COAX CABLE COAX GROUND BAR WITH o INSULATORS, CONNECTED44 (TYP FOR ALL) \, DIRECTLY TO THE BOTTOM DRAGON TOOTH WASHER w ) ) OF MONOPOLE. SEE NOTE 1. (TMP) STEEL m TO BTS EQUIPMENT VIA 2/0 TINNED BARE e�yOFES.S'J� TRAY OR ICE BRIDGE O �I �I COPPER WIRE 2-HOLE CRIMP/ { MONOPOLE PIER COMPRESSION STAINLESS STEEL GROUND RING #2 COPPER WIRE �, CONNECTOR FLAT WASHER SOLID, TINNED FOR CARRIER AND ICE BRIDGE GROUND LOOP GROUND WIRE 4t (TMP) � 1 SEE NOTE 3 STAINLESS STEEL STAINLESS STEEL NUT Ju L" Cr1 GROUND WIRE BELLVILLE WASHER (TYP) GROUND RING 2/0 FOR 0.' 689255 A NOTE 3 (TYP) TOWER GROUND LOOP - -�� SINGLE CONNECTOR AT STEEL OBJECTS INSPECTION WELL i �EXOTHERMIC WELD (TYP) )' NOTES: STAINLESS STEEL STAINLESS STEEL �T�OF CFIt-1�D�a SELF-DRILLING 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA METAL SCREW FLAT WASHER LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200 FEET ON THE (TYP) (TYP) GROUND ROD COPPER TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. CLAD STEEL ROD W/MIN. 5/8 m x 10'-0" LONG 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2-HOLE CRIMP/ TOWERS. ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. COMPRESSION CONNECTOR 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. DRAGON TOOTH J METALLIC OBJECT NOTES: WASHER 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE (TYP) VERTICAL SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION ,,—� ��TYPICAL ANTENNA CABLE GROUNDING ��HARDWARE DETAIL FOR EXTERIOR CONNECTIONS GROUND ROD DETAIL OF A LICENSED PROFESSIONAL ENGINEER, /1 C SCALE: NOT TO SCALE 5 TO ALTER THLS DOCUMENT. SCALE: NOT TO SCALE v SCALE: NOT TO SCALE SHEET NUMBER: REVISION: G-2 0 WIRE SIZE BURNDY LUG BOLT SIZE JURISDICTIONAL APPROVAL. i #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NO S 2 BOLT Community Development Department TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NO S 2 BOLT Planning Division — Cupe dnO #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT CUPERTINO APPROVED A #2/0 AWG STRANDED YA26-2TC38 3/8" - 16 NC S 2 BOLT f #4/0 AWG STRANDED YA28-2N 1/2" - 16 NO S 2 BOLT a s e # D I R-2 02 1-0 1 6 vPF w T PE VN TYPE NO TYPE SS TYPE GR BURNDY GRO4BAR HEAT SHRINK Application Number(s) (CLEAR) GROUNDING pprova I Body: Director/ Staff NUTCONDUCTOR (TYP) CONDUCTOR pprova l Date 10/04/21 LOCK WASHER TYPE VS TYPE VB TYPE PT TYPE GT' ignature Gian Paolo Manse ver'zo� Case Manager NOTE: GROUN1. ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC 3245158TH AVENUE MS 231 MOLDS TO BE USED FOR THIS PROJECT. (TYP) BELLEVUE WA 98008 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. N. BURNDY TWO HOLE LUG W/ CROWN LONG BARREL (SEE CHART) CADWELD GROUNDING CONNECTIONS BARE WIRE TO BE cc CASTLE SCALE: NOT TO SCALE NO-OX AT BOTH ENDS 1505 WESTLAKE AVENUE NORTH,SUITE 800 SEATTLE,WA 98109 STRANDED (GREEN INSULATED) ONLY FOR #6 AWG TO ANTENNAS (SEE CHART) F U L L E I PTO N WEATHERPROOFING KIT (SEE NOTE 3) (TYPICALLY) ENGINEERING - DESIG N ANTENNA CABLE 12' TO 24" 1100 E.WOODFIELD RD.STE 500,SCHAUMBURG.IL 60173 120" MAX. RR2 TX1/RX1 WEATHERPROOFING COA#4143 KIT (TYP) NOTES: GROUND KIT 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. VERIZON SITE NUMBER(110004 COAX JUMPER (TYP.) (TYP) ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL HARDWARE ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. BU#:815035 CONNECTOR #6 AWG MECHANICAL LUG CONNECTION x WEATHERPROOFING KIT 1-5 PARK&RIDE/130TH #6 AWG STRANDED COPPER GROUND WIRE �� (TYP. SEE NOTE 2) (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 COPPER/GALVANIZED L SGALE: NOT TO SCALE 10655 MARY AVENUE d COAX GROUND BAR BONDED DIRECTLY TOWER CUPERTINO,CA 95014 CABLE GROUND KIT EXISTING 50'-0"MONOPOLE CABLE CONNECTOR ANTENNA CABLE #6 AWG CABLE IN FROM GROUNDANTENNA KIT� 2021.0060.018E TO BTS EQUIPMENT (TYP.) NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND ISSUED FOR. WIRE DOWN TO GROUND BAR. NOTES: REV DATE DRWN DESCRIPTION DES./Q 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR A 04/02/2021 AR PRELIMINARY CJ RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE 0 05/12/2021 CJ CONSTRUCTION CJ 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BRIDGE, OR ON ANTENNA TOWER BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. (—,-�CABLE GROUND KIT CONNECTION 0 0to0 `� SCALE: NOT TO SCALE 00S O 0 0 e 4 GROUND CABLE CONNECTION 0 0 SCALE: NOT TO SCALE �? OFESslo ® *TWO HOLE LUG, OR GROUNDING SHALL BE �, 3/8-110" TAMPER EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR RESISTANT BOLT WITH #2 AWG BARE CONDUCTOR IS ELECTRICALLY BONDED TO (TYP) WIRE TO BUILDING SERVICE METAL TOWER U, Z 2� SZTy GROUND OR GROUND RING 68925 A m SINSULATORS EE NOTE 2. (TYP) � 9lfl. ® - �GROUNDWIRE INSTALLATION WALL BRACKET cjVl�_ \4, (TYP) ® ® ® ® 30THREADS TO BE (TYR) T �`�JSCALE: NOT TO SCALE 9T�OF CA41��a ® VISIBLE ® ® (TYP) ® ® ® S/S SPLIT ® 0 2 HOLE LONG WASHER ® SOLID IN BARREL TINNED (TYP) #2CONDUIDT FROM 24"3/4" LIQUID TIGHT TO PIPE ® UNIVERSAL COPPER SOLID COPPER BELOW 0 GROUND BAR (4%20") LUG S/S FLAT WITHIN 3" TO 6" OF CAD-WELD WASHER TERMINATION POINT. EXPOSED END OF LOCK WASHER (TYP) (D,p) THE LIQUID TIGHT CONDUIT MUST BE P/N L. SEALED WITH SILICONE CAULK. (TYP) TWO-HOLE CADWELD COMPRESSION LUG TIN COATED SOLID NOTES: COPPER BUS BAR S/S FLAT (TYP) WASHER 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR (TYP) IT ISA VIOLATION OF LAW FOR ANY PERSON, USA INC. TOWER, PER THE GROUNDING DOWN CONDUCTOR POLICY OAS-STD-10091. NO INSTALLED IF REQUIRED UNLESS THEY ARE ACTING UNDER THE DIRECTION MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, 5/S BOLT TIE INTO EXISTING GROUND RING OF A LICENSED PROFESSIONAL ENGINEER, CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. (TYP) TO ALTER THIS DOCUMENT. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SHEET NUMBER: REVISION: GROUND BAR DETAIL LUG DETAIL TRANSITIONING GROUND DETAIL G-3 O 6 SCALE: NOT TO SCALE 7 SCALE: NOT TO SCALE 8 SCALE: NOT TO SCALE Community Development Department Planning Division — Cupertino CUPERTINO APPROVED TES Case# D I R-2021-016 Tower Engineering Solutions Application Number(s) 1320 GREENWAY DRIVE, SUITE 600 IRVING, TX 75038 Approva Body: Director/StaffMODIFICATION AND DESIGN RH: 972 483-6607 Approva Date 10/04/21 Signatur GianPaoao Marti Manare ger DRAWINGS FOR EXISTING ANTENNA MOUNTS verizon EXISTING MONOPOLE TOWER TES JOB NO: 10064111 CUSTOMER SITE NO: PROPOSED CARRIER: VERIZON 116604—VZW CUSTOMER SITE NAME: TOWER OWNER: CROWN CASTE / TOWER OWNER SITE #: 815035 HWY 280 85 10655 AdARY AVE CUPERTINO. CA 95014 CARRIER SITE #/NAME: 116604-VZW / HWY 280 85 COORDINATES (LATITUDE: 37.332442 LONGITUDE -122,051072°) oy 'OFESSIO, No. 86 v m FUZE ID # 16226590 F DRAWN BY,FL NECKED BY: FL/SK REV. DESCRIPTION BY DATE A FIRST ISSUE FL 04 26 21 0 A SHEET TITLE: Contractor PMI Requirements SHEET SHEET TITLE REV J T-1 TITLE SHEET 0 TITLE SHEET PM Accessed At https://g)rni.vzwsmart.com BOM BILL of MATERIALS v P 0 Smart Tool Vendor Project GN 1 GENERAL NOTES 0 � 10064111 A-1 ANTENNA MOUNT MODIFICATION DETAILS 0 This drawing/document is the property of Number A_2 ANTENNA MOUNT PHOTOS 0 Tower Engineering Solutions, LLC. Information contained herein is considered confidential in VzW Location Code[PSLQ 116604 D-1 STANDARD DETAILS 0 nature and is to be used only for the E specific site that it was intended for. w **# VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET Reproduction, transmission, publication or PMI and Requirements also embedded in Mount Analysis VZWSMART-MSK2 CROSSOVER PLATE disclosure by any method is prohibited D NOTE' Report VZWSMART-PLK7 except by express written permission from MONOPOLE COLLAR MOUNT ASSEMBLY Y Tower Engineering Solutions, LLC. Without 1. THE MODIFICATION DRAWINGS ARE BASED ON THE VZWSMARTSFK4 T-ARM KIT exception, the information on this N drawing f document remains the property of CD TES PROJECT NO. 10040807, DATED 04/13/2021. VZW APPROVED SMART KIT VENDORS Tower Engineering Solutons, u-c. Refer to Mount Modification Drawings Page for SHEET NUMBER' UMBER REV #: U VzW SMART KIT Approved Vendors T- 1 0 PIECE Ity�7€�rel r�p �,rA,Q,Fpa BILL OF MATERIALS COUNTED PROVIDED meat DESCRIPTIONS SHEET LIST WEIGHT WEIGHTILB) NOTES COUNT )1t19DPtF 01�-�F#r3e�i lIl MATERIAL$,HARDWARE Imo) CUPERTINO 30 30 RT-MSK2 CROSSOVER PLATE A-1,VZWSMART-MSK2 15.0 450.0 Galvanized ES 1 VZ RT-PLK7 MONOPOLE COLLAR MOUNTASSEMBLY A-1,VZWSMART-PLK7 1S0.0 150.0 Galvanized Ca Se# 3 - RT-SFK4 T-ARM KIT A-1,VZWSMART-SFK4 106.0 318.0 Galvanized Tower Engineering Solutions Aliplication ilumber(s) 1320 GREENWAY DRIVE, SUITE 600 RANG, TX 75038 Approva BE)d�-1 Hirector I`Staff PH: 972 483-0607 Approva Signatur Gan Paolo M_rtire TES JOB NO: 10064111 CUSTOMER SITE NO: 116604—VZW CUSTOMER SITE NAME' HWY 280 85 FOLLOWING ITEMS ARE"CUSTOM"PARTS 10655 MARL'AVECUPER11N0, CA 95014 6 6 PST350-17 3"PST(3.50"O.D.X 0,216"THK)X IT-O"A53 GR-B 35KSI A-1 132,00 792.0 GALVANIZED(FINAL CUT LENGTH TO BE DETERMINED IN FIELD) 9 9 PST2375-8 2"PST(2.375"Q.D.X 0.154"THK)X 8'-0"A53 GR-B 35KSI A-1 30.10 270.9 GALVANIZED 1 1 VZWSMART-MSK10 WIRE ROPE ROUTING BRACKET A-1 7.00 7.0 GALVANIZED 1 1 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) D-1 0.00 0.0 GALVANIZED p�pFESSJ�N LD Q pp O —4 M W �a No. Cn .M t5'l9I' 11- F DRAWN BY:FL CHECKED BY: FL/SK REV. DESCRIPnoN BY DATE FIRST ISSUE FL 04 26 21 Z� _ TOTAL WEIGHT(LBS)= 1987.9 VzW Mount Modification Kits-Approved Vendors SHEET TPTLE U PerfectVision Metrosite Fabricators,LLC Sabre Industries Inc BILL OF MATERIALS Contact: Wireless Sales wirelesssales@perfect-vision.com Contact: Kent Ramey kentL@metrositellc.com Contact: Angie Welch akwelch@sabreindustries.com 0 Phone Number 844-887.6723 Phone Number (0)706.335.7045 (M)706.982.9788 Phone Number 866.428.6937 Website www.perfect-vision.com Website metrositefabricators.com Website www.sabresitesolutions.com This drawing/document is the property of c Tower Engineering Solutions, LLC. Information a` contained herein Is considered confidential in nature and is to be used only for the specific site that it was intended for. SiteProl CommScape w Reproduction, transmission, publication or Contact: Pavia Boswell paula.boswell@valmont.eom Contact: Salvador Angulano Salvador.Ans[uiano@ disclosure by any method is prohibitedcommscope.tom except by express written permission from o Phone Number 972.236.9843 Phone Number 817,304.7492 Tower Engineering Solutions, LLC. without exception, the information on this N Website www.SiteprOl.COm Website www.COmmSCOpe.COm drawing/document remains the property of N Tower Engineering Solutions, LLC. r SHEET NUMBER: REV , The manufacturers listed are the only approved vendors for the VzW Mount Kits. Each manufacturer will be aware of which kits have been through the VzW approval Process and they are in turn approved to sell. Please note that the material utilized on the mount B O M O modifications will be reviewed as a art of the DesktopPMI completed b the SMART tool vendor. It will be required that the VzW kits specified are utilized in the modification. GENERAL NOTES mrn.urr itLYQ*WWLp,#MOt p4r jj Pt222-H, ANSi/ASSP A10.48, AND ANY OTHER GOVERNING BUILDING CODES AND OSHA TABLE 8.2 NUT ROTATION FROM SNUG-TIGHT 1 SAFETY GULATIONS. CONDITION FOR TURN-OF-NUT PRETENSIONING°'b Pja nfiin9FWIMWPA_U 1P@4'In9 SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TELECOMMUNICATIONS CUPERTINO TOWER, P(}� F 0ATION CONSTRUCTION, DISPOSITION OF OUTER FACE OF BOLTED PARTS 3. THE CO BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL MISCELLANEOUS PARTS (SUCH AS SHIMS), TES Case# TEN 2jRj0, AqD GUYINGS, ETC., PER ANSI/ASSP A10.48, TO COMPLETE THE ASSEMBLY AS SHOWN IN THE DRAWINGS. BOLT LENGTH' BOTH FACES ONE FACE NORMAL TO BOTH FACES SLOPED TION WORK CAREFULLY SO THE WORK WILL NOT DAMAGE ANY EXISTING CABLF, NORMAL TO BOLT 0S, OTHER NOT MORE THAN 1:20 Tower Engineering Solutions EQPJ6iR�1E91:'43Rf`1F11�bSft)CTURE. SLOPED NOT MORE THAN FROM NORMAL TO BOLT 13z0 cREENWAr DRIVE, sulrE 600 5. THE USE OF GAS TORCH OR WELDER, ARE NOT ALLOWED ON ANY TOWER STRUCTURE WITHOUT THE CONSENT OF THE TOWER BOLT AXIS 1:20 d AXIS d EENW, Tx DRIVE, S Approval I Body: t0[� arff NOT MORE THAN 1/3 TURN 1 PH: 972 483-0607 6- E �LY T E NTRACTOR IS RESPONSIBLE TO CONDUCT AN ONSITE VISIT SURVEY OF THE JOB SITE AFTER AWARD, AND 4dh /2 TURN 2/3 TURN Approval I Date REPIVOW21SUES WITH THE SITE TO TES BEFORE PROCEEDING CONSTRUCTION, MORE THAN 4d 7. IT IS THE RESPONSIBILITY OF THE GC TO VERIFY THAT THERE IS NO INTERFERENCES (WITH SAFETY CLIMB BRACKETS, TRANSMISSION BUT NOT MORE 1/2 TURN 2/3 TURN 5/6 TURN Signatur G18nEPavb)Mar1irErQ MOBILIZATION AND INSTALLATION OF THESE MODIFICATIONS. THAN 8d = 8. PLEASE 69WA; �g*IEDIATELY IF ANY INSTALLATION ISSUES OCCUR RELATED TO THIS DRAWING @ 972-483-0607 OR . EMAIL-TESORDERS@ b ESTOWER.US MORE THAN 8db BUT NOT MORE 2/3 TURN 5/6 TURN 1 TURN FABRICATION THAN 12db 1. ALL STEEL SHALL MEET OR EXCEED THE MINIMUM STRENGTH AS SPECIFIED IN THE DRAWINGS. IF YIELD STRENGTH WAS NOT NOTED °NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) TES JOB NO: IN THE DRAWINGS, CONTRACTORS SHALL CONTACT TES FOR DIRECTION. BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE 10064111 2. ALL FIELD CUT EDGES SHALL BE GROUND SMOOTH. ALL FIELD CUT AND DRILLED SURFACES SHALL BE REPAIRED WITH A MINIMUM TOLERANCE IS PLUS OR MINUS 30 DEGREES; FOR REQUIRED NUT ROTATIONS OF CUSTOMER SITE NO: OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. 116604-VZW CUSTOMER SITE NAME' WELDING b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. HWY 280 85 1, ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS c WHEN THE BOLT LENGTH EXCEEDS 12d6, THE REQUIRED NUT ROTATION SHALL BE 10655 MARY AVE WELDING CODE D1.1. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNO. (E70XX UNLESS DETERMINED BY ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT CUPERTINO, CA 95014 NOTED OTHERWISE). SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL. 2. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING APPROX. 0.5" BEYOND THE d BEVELED WASHER N07 USED. PROPOSED FIELD WELD SURFACES. 3. ALL WELDS SHALL BE INSPECTED VISUALLY. A MINIMUM OF 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR �QFESS/0 MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS DIA. 100% OF WELDS SHALL BE INSPECTED IF DEFECTS ARE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004 Q OLD Nq� 4, FOUND. DINSPECTIONS SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS �Q�C�O G 5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAX BOLTS: Q- GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. Z 1. HB12 HOLLO BOLT: 59 FT-LB5 Ul No. 8 BOLTED ASSEMBLIES AND TIGHTENING OF CONNECTIONS 2. HB16 HOLLO BOLT: 140 FT-LBS cy- 3. HB20 HOLLO BOLT: 221 FT-LBS 1. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325 k M20 AJAX BOLT: 280 FT-LBS, OR A490 BOLTS AS APPROVED BY THE RCSC. 2. FLANGE BOLTS SHALL BE TIGHTENED BY THE AISC 'TURN-OF-THE-NUT" METHOD. THE FOLLOWING TABLE SHOULD BE USED FOR FIELD HOT WORK PLAN NOTES: THE 'TURN-OF-THE-NUT" TIGHTENING. %f Iq 3. SPLICE BOLTS AND ALL OTHER BOLTS IN BEARING TYPE CONNECTIONS SHALL BE TIGHTENED TO A SNUG-TIGHT CONDITION. FOLLOWING GUIDELINES SHALL BE COMPLIED WITH: 4. THE SNUG-TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY EITHER A FEW IMPACTS OF AN IMPACT WRENCH OR THE 1. CONTRACTOR'S RESPONSIBILITY TO COMPLETE A HOT WORK PLAN IF AWARDED PER CUSTOMER DRAWN BY:FL FULL EFFORT OF AN IRONWORKER WITH AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. SPECIFICATIONS GUIDELINES FOR WELDING, CUTTING & SPARK PRODUCING WORK. cHEcxEO BY: 5. HB HOLLO-BOLT SHALL BE INSTALLED PER [CC ESR-3330 INSTRUCTIONS. 2. HAVE A FIRE PLAN APPROVED BY THE CUSTOMER AND THEIR SAFETY MANAGEMENT DEPT. REV. DESCRIPTION Rr DATE 3. CONTRACTOR MUST OBTAIN THE CONTACT INFO OF THE LOCAL FIRE DEPARTMENT AND THE 911 ,1FIRST ISSUE FL G4 26 21 VERIFICATION AND INSPECTION ADDRESS OF THE TOWER SITE BEFORE CONSTRUCTION. 0 4. CONTRACTOR SHALL MAKE SURE THAT CELL PHONE COVERAGE IS AVAILABLE IN THE TOWER SITE. IF - 1. IF APPLICABLE, VERIFICATION INSPECTION TO BE PERFORMED SHALL BE IN ACCORDANCE TO IBC-2018 SECTION 1705.2 FOR STEEL CELL COVERAGE IS NOT AVAILABLE, AN IMMEDIATE AVAILABLE MEANS OF DIRECT COMMUNICATION WITH a - CONSTRUCTION AND TABLE 1705.3 FOR CONCRETE CONSTRUCTION. THE FIRE DEPARTMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION START. a _ 5. ALL CONSTRUCTION SHALL BE PERFORMED UNDER WIND SPEED LESS THAN 10 MPH ON THE GROUND 0 - LEVEL. IF WIND SPEED INCREASE, CONTRACTOR MUST DETERMINE IF CONSTRUCTION SHALL BE SHEET TITLE DISCONTINUED. U 6. FIRE SUPPRESSION EQUIPMENT MUST BE MADE AVAILABLE ON SITE AND READY TO USE. 7. CONTRACTOR SHALL ASSIGN A FIRE WATCHER TO PERFORM FIRE-FIGHTING DUTIES. GENERA NOTES v; 8. ALL WELDERS SHALL BE AWS OR STATE CERTIFIED. THEY MUST ALSO BE EXPERIENCED IN WELDING ON GALVANIZED MATERIALS. 9. IF IT IS POSSIBLE, ALL EXISTING COAX NEAR WELDING AREA SHALL BE TEMPORARILY MOVED AWAY ul FROM THE WELDING AREA BEFORE WELDING THE PLATES. This drawing/document is the property of 10. PLEASE REPORT ANY FIELD ISSUE TO TES 0972-483-D607. Tower Engineering Solutions, LLC. Information contained herein is considered confidential in c nature and is to be used only for the CPr specific site that It was intended for. w Reproduction, transmission, publication or B disclosure by any method is prohibited 3 except by express written permission from ,2 Tower Engineering Solutions, LLC. Without exception, the infarmotion on this o drawing/document remains the property of N Tower Engineering Solutions, TIC. L SHEET NUMBER: R�r �; GN- 1 0 SCOPE OF K o m unit apme.et_D-e{aaxt.m e-n - Ia( Iing Q)WMNl REIQW 7A� EXISTING ANTENNA TO ACCOMMODATE THE INSTALLATION F1E\A�FR\F`l 3 OF NEW MOUNT MOOD O IFICATION CUPERTINO APPROVED TES T • .� CO Ste# D I 6 RQ8 60ORDINAT-E WITH CARRIER PRIOR TO RELOCATING OF EXISTING ANTENNA Tower Engineering Solutions Applic N ' rUtILII IF G ANTENNAS NEEDS TO BE TURNED DOWN. g 1320 GREENWAY DRIVE, SUITE 600 B. INSTI NEW SMART CROSSOVER PLATE KITS, (4) PER SECTOR. SEE SHEET IWNG, TX 75038 Approva I Body: DirecVm 2 FOR DETAILS _- f PH; 972 483-0607 Approval Da en 10/ 141 ;. pM CIIpQf117T Ahll u _.. 1 .._.. _ . _. __.. _R .___ PIPE,. (2} PER SECTOR Signatur Gian,PaQj N,arl;kV,, ,,,556,„ "' TE KITS, (6) PER SECTOR. SEE SHEET . WMMWasM2 FOR DETAILSveriz INSTALL NEW 2" PST ANTENNA MOUNT PIPE (8'-0' LONG) THEN RELOCATE EXISTING ANTENNA —� TO NEW ANTENNA MOUNT PIPE, (3) PER SECTOR, EXISTING RAD CENTER TO BE MAINTAINED a — �4 INSTALL NEW VZWSMART MONOPOLE COLLAR MOUNT ASSEMBLY (NOT SHOWN FOR CLARITY). TES JOB NO: 1b064111 SEE SHEET VZWSMART—PLK7 FOR DETAILS CUSTOMER SITE NO: < INSTALL NEW VZWSMART T—ARM KIT, (1) PER SECTOR. SEE SHEET VZWSMART—SFK4 FOR 116604--VZW DETAILS \ 1 CUSTOMER SITE NAME: HWY 280 85 INSTALL NEW VZWSMART WIRE ROPE ROUTING BRACKET TO PREVENT EXISTING SAFETY CLIMB p-1 10655 MARY AVE FROM RUBBING AGAINST NEW COLLAR MOUNT. SEE SHEETS D—I AND VZWSMART—MSK10 FOR CUPERTINO, CA 95014 DETAILS B i O THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN—UP, REMOVAL AND DISPOSAL OF — EXCESS MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION OF THE 3 PROJECT. � QqpFESS/O 5 4 6 3 3 1A 16 No. 8 c m EXISTING ANTENNA MOUNT F 11F 48' ELEV 3�11 O 3' DRAWN BY:FL CHECKED BY: FL/SK REV. DESCRIPTION BY DATE FIRST ISSUE FL 04 26 2S r� 0 0 b c T ISOMETRIC VIEW 'SHEET TITLE: EXISTING ANTENNA MOUNT @ 48' ELEV. ANTENNA MOUNT J 0 MODIFICATION DETAILS PHOTO 1 -CONTRACTOR NOTE This drawing/document is the property of I. IT IS THE RESPONSIBILITY OF THE coYaiineer dgheein9issconsdered eonfldential In ation NOTES: nature and is #o be used only far the 1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS AND/OR ANY OTHER CONTRACTOR TO VERIFY THAT THERE IS NO y INTERFERENCE$ WITH PORT HOLE, SAFETY specific site that it was intended for. w MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION MAY OCCUR. E Reproduction, transmission, publication or CLIMB BRACKETS, TRANSMISSION LINES, ITEM disclosure by any method is prohibited 3z 2. WHEN FIELD CUTTING AND DRILLING ANGLES, USE SAME GAGE LINES AND EDGE DISTANCES ETC.) PRIOR TO MOBILIZATION AND NO QTY. PART NO. DESCRIPTIONS except by express written permission from AS INDICATED ON SHOP CUT AND DRILLED ENDS. INSTALLATION OF THESE MODIFICATIONS. Tower Engineering Solutions, LLC. Without 2. PLEASE NOTIFY TES IMMEDIATELY IF ANY 1 30 VZWSMART-MSK2 CROSSOVER PLATE exception, the information on this cD 2 6 PST350-17 3"PST(3.50"O.D.X 0.216"THK)X 17'-0"A53 GR-B 35KS drawing/document remains the property of cD 3. APPLY (2) COATS OF ZINGA COLD GALVANIZING COMPOUND AS PER THE MANUFACTURER'S INSTALLATION ISSUES OCCUR RELATED TO Tower Engineering Solutions, IlC. SPECIFICATIONS TO ALL FIELD CUT AND DRILLED AREAS. THIS DRAWING O 972-483--0607 OR 3 9 PST2375-8 2"PST(2.375"O.D.XO.154"THK)X8'-0"A53 GR-B 35KSI SHEET NUMBER: REV F: L EaAAIL—TEORDERSOTESTOWER.US 4 1 VZWSMART-PLK7 MONOPOLE COLLAR MOUNT ASSEMBLY 4. MEMBERS IN BLUE COLOR ARE NEW REIINFORCORM. 5 3 VZWSMART-SFK4 IT-ARM KIT A_ 1 0 c� 6 1 1 1 VZWSMART-MSK10 IWIRE ROPE ROUTING BRACKET Community Developme Planning Division — r CUPERTINO APPROVED TES Case# D I R-2021-01 Application Number(s) ' Tower Engineering Solutions 1320 GREENWAY DRIVE, SUITE 600 RUING, TX 75038 Approval Body: Director/ Staff PH: 972 483-0607 Approva I Date 10/04/21 Signature Gian Paolo Martire Case Manager , i INSTALL NEW VZWSMART WIRE ROPE TES JOB NO: ROUTING BRACKET TO PREVENT EXISTING 100641 i 9 SAFETY CLIMB FROM RUBBING AGAINST NEW COLLAR MOUNT. SEE SHEETS D-1 CUSTOMER SITE NO.p��9Qp 9 9�•, 116604-VZW ANO VZWSMART-�15K10 FOR DETAILS CUSTOMER SITE NAME: HWY 280 85 10655 MARY AVE PHOTO 1 PHOTO 2 CUPERTINO, CA 95014 RELOCATE EXISTING ANTENNA TO NEW QypF ESS/0.�,, MOUNTANTENNA PIPE SOLE ACCOMMODATE THEINSTALLATION NEW �OO MOUNT MODIFICATION Q7 tn-A Z U y No. 86 rn DRAWN HY:FL CHECKED BY: FL/SK REV. DESCRIFMN BY DATE F1RSTT fSSUE FL U4 26 21 Q EXISTI.NGTM US/EQUIPMENT MAY BE RELOCATED ALONG E MEMBER TO ACCOMMODATE THE 0 INSTALLATION OF NEW MOUNT MODIFICATION 0 SHEET TITLE: ANTENNA MOUNT J PHOTOS 0 V) j This drawing/document is the property of c Tower Engineering Solutions, L.C. information contained herein is considered confidential in C noture and is to be used only for the PHOTO 3 specific site that it was intended for. w Reproduction, transmission, publication or disclosure by any method is prohibited oexcept by express written permission from Tower Engineering Solutions, LLC. Without exception, the information on this o drawing/document remains the property of Tower Engineering Solutions, LLC. t SHEET NUMBERS REV ; U A-2 0 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED TES Case# D I R-2021-016 Tower Engineering Solutions Application Number(s) 1320 GREENWAY DRIVE, SUITE 600 IWNG, TX 75038 Approval Body: Director/Staff PH: 972 483-0607 Approva I Date 10/04/21 Signatum Gian Paolo Martire Case Manager NEW COLLAR MOUNT-�, TES JOB NO: 10064111 / CUSTOMER SITE NO: EXISTING MONOPOLE---- :, 116604-VZW TOWER. ? i=_ CUSTOMER SITE NAME: HWY 280 85 USE EXISTING 9/16° DIA. -- — 10655 MARY AVE HOLE ON NEW COLLAR MOUNT CUPERTINO, CA 95014 EXISTING SAFETY CLIMB NEW VZWSMART WIRE ROPE pFESslo CABLE ROUTING BRACKET. SEE SHEET cOLE j' VZWSMART-MSK10 FOR DETAILS. v� -A (TYP) �--NEW SAFETY CLIMB CABLE GUIDE Or� � Iy0 $S � (PART 115-203) (TUF-TUG OR EQUIV.). DETAIL 1 DRAWN DY.FL CHECKED BY: FL/SK REV. DE6RIPTiON BY DATE A FlnRST ISSUE _ FL 04 26 21 0 _ 0 0 SHEET TITLE: 0 STANDARD DETAILS 0 `" This drawing/document is the property of Tower Engineering Solutions, U.C. Information contained herein is considered confidential in nature and is to be used only for the specific site that it was intended for. w Reproduction, transmission, pubfication or disclosure by any method is prohibited except by express written permission from Tower Engineering Solutions, LLC. Without exception, the information on this drawing/document remains the property of N Tower Engineering Solutions, LLC. NOTES: SHEET NUMBER: REV ; 1. HOT-DIPPED GALVANIZED PER ASTM A123. ITEM QTY. PART NO. DESCRIPTIONS D— O 0 2. ALL HOLES ARE 11/16" DIA. U.N.O NO. 1 11 PN 115-203 SAFETY CABLE GUIDE(TUF-TUG OR EQUIV.) ommunity Development Department Planning Division — Cupertino CUPERTINC APPROVED Case# D I R-2021-016 Application Number(s) Appro I Body: Director/Staff Appro I Date 10/04/21 Signat i a Gian Paolo Martire Case Manager THE FOLLOWING DRAWINGS ARE INCLUDED FOR REFERENCE ONLY PLEASE REFER TO THE INSTALLATION DRAWINGS FOR ACTUAL INSTALLATION DETAILS Vzw Community Development Department MART TODI VZWSMART MONOPOLE COLLAR MOUNT Planning Division — Cupertino ASSEMBLY, (NOT INCLUDED IN THIS KIT) Vendor CUPERTINO APPROVED Case#— D I R-2021-016 EXISTING MONOPOLE -� Application Number(s) _ Approval I Body: Director/Staff Approva I Date 10/04/21 Signatur Gian Paolo Martire i Case Manager :a�� 2(W (TYP), 1 PLAN VIEW 1 6 7 8 9 2 3 4 5 (TYP) (TYP} - oQ�tOFESs/0, I 00 L C a - No. 8 Gom Fin— V7WSMART MONOPOLE COLLAR MOUNT-/ r ASSEMBLY. (NOT INCLUDED IN THIS KIT) ELEVATION VIEW DRAWN BY:SK ICHECKED BY:KW VZWSMART—MSK10 (WIRE ROPE ROUTING BRACKET) REV. DESCRiFZN BY DATE ITEM QTY. PART NO. DESCRIPTION SHEET # WT �� ISSUE sK oa is z NO 1 1 PL-CM PL 3/16" X 6 1/2" X 2'-0 1/2" A3U MSK10-1`1 2.7 Q 2 2 --- BOLT 1/2" X 1 3/4" A325 --- 0.4 - 3 2 FW-500 1/2" HDG USS FLAT WASHER --- 2 - 4 2 LW-500 1/2" HDG LOCK WASHER 0 SHEET TITLE:VZWSMART-MSK�O 5 z NUT-500 1/2" HDG HEX NUT --- 2 WIRE ROPE ROUTING 5 4 _-_ BOLT 3/8" X 1 1/2" FULL THREAD SAE OR 5 --- 0 7 4 FW-375 3/8" HDG USS FLAT WASHER --- 0 BRACKET 8 4 LW-375 3/8" HDG LOCK WASHER --- 0 SHEET NUMBER: REV #: NOTES: 9 4 NUT-375 3/8" HDG HEX NUT 0 ZWSMART—MSK1 O 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 7 VZw Community Development Department SMART Toolo Planning Division — Cupertino CUPERTINO APPROVED Vendor Case# D I R-2021-016 Application Number(s) Approval Body: Director/ Staff Approva I Date 10/04/21 Signatum Gian Paolo Martire FIT9E#5.$Vb09!RrAND 2.675" O.D. VERTICAL PIPE. (NOT MLUDED IN THIS KIT) 8„ 2456 0 0 0 0 FITS 3.5" O.D. AND 4" D.D. HCRIZONTAL PIPE. (NOT INCLUDED IN THIS KIT) 00 3 4 5 6 00 Qp of ESS10 15/16" F z 3 PL 3/8" X 8 7/8" X 0'-8" A36 C7 ¢ '{ M \ PL375-88758 a DRAWN BY:H.R CHECKED BY: HMA REV, DESCRIPTION BY WE Za,FIRST ISSUE H_R 05 08 20 0 VZWSMART-MSK2 (CROSSOVER PLATE) Q ITEM QTY. PART NO. DESCRIPTION SHEET # WT d N0. 1 1 1`1_375-88758 PL 3/8" X 8 7/8" X 0'-8" A36 MSK2-F1 8 SHEET TITLE: 2 2 MS02-625-4125-600 RU-BOLT 5/8" X 4 1/8" I.W. X 6" I.L. A36 (OR EMV.) RBC-1 3 VZWSMART—MSK2 3 2 MS02-625-300-500 RU-BOLT 5/8" X Y i.W. X 5" I.L. A36 (OR MUM) RBC-1 3 CROSSOVER PLATE 4 8 FW-625 5/8" HDG USS FLAT WASHER --- i 5 8 LW-625 5/8" HDG LOCK WASHER --- G SHEET NUMBER: REV NOTES: 6 8 NUT-625 5/8" HDG HEX NUT --- 1 O 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 15 VZWSMART-MSK2 Community Development Department VZW� SMART Toolo Planning Division — Cupertino CUPERTINO APPROVED Vendor Case# D I R-2021-016 Application Number(s) AL Approval Body: Direct&SYl StMOPOLE� (�) Approv I Date 10/04/21 �� O o o O TYP Signatu Gian Paolo Martire /o Case Manager O O 0 0 2 3 4 5 (TYP) O O oQ�OFESslo PLAN VIEW Q� GOLF Tj MONOPOLE COLLAR MOUNT ASSEMBLY Co No. 8 co rn s Q ® G (C) O I o DRAWN BY:BT ICHECKED 6Y: HMA/KW REV. DESCRIPTION BY DATE FIRST ISSUE BT 05 11 20 (nP) o — VZWSMART-PLK7 (MONOPOLE COLLAR MOUNT ASSEMBLY) Q o o — Q G C 0 INS QTY. PART NO. DESCRIPTION SHEET # VT SHEET TITLE: 1 3 CM-1245 COLLAR MOUNT ASSEMBLY PLK7-F1 147 VZWSMART--PLK7 2 6 --- THREADED RCD 5/8" X 4'-0" A193-B7 --- MONOPOLE COLLAR FRONT VIEW 3 12 FW-625 5/8" Hoc USS FLAT WASHER --- 1 MOUNT ASSEMBLY NOTES: 4 12 LW-625 5/8" HDG LOCK WASHER --- 0 SHEET NUMBER: REV : 1. FIT 12" TO 45" DIA MONOPOLE, 5 12 NUT-625 5/8" HDG HEX NUT --- 1 O 2. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 150 VZWSMART—PLK7 Vzw Community Development Department SMART Tool' Planning Divisi — (' '") Vendor Cupertino � 1 1/2" A tUPERTINO A P P R ED �` Case# DIR-2 - .16 EXISTING MONOPOLE (D , 7/4, Application Number(s) 2 (TV) � • Approval Body: Director/Staff ` �� 7 8 9 10 -FIT 3.5" O.D. (TYP) SUPPORT RAIL PIPE Approval Date 1P/04/21 i 1 6"W' BOLT PATTERN FIELD CUT & TRIM TO MATCH Signatur Gi to Martirelow { THE REQUIRED LENGTH - - - Case Manager 4 \ ROTATABLE T-ARM KIT \ 9 \ FIELD DRILL 13/16"0 HOLES S�\\�P COLLAR MOUNT FOR 3/4' BOLT (TYP) �P�C QR� A ZrSEE(ORDER SEPARATELY) (TYP) DETAIL "A" I t S�QeO�p 6� si DETAIL "A„ I � � I RILt� SveeOR' (TYP) \. E-- z 1 ANTENNA (NOT INCLUDED(INPORT TTHIS KIT) �\S )P (NOT INCLUDED NOUNT TH S PIPE PLAN VIEW T-ARM KIT 2 eFtOFESS/o J 8 1/4' (TYP) 5 a 9 10 6 11 12 13 fti��Op GaL� (TYP) (TYP) d� 1 1/8" 6' 11/16' 01A 3/8' Lu < N0. 86 ram, rn m HOLE (TYP) SECTION "A-A" /7A50X0 {E70XX cP] F* - 3" X 1/4" X 6'-0" VZWSMART-SFK4 /T-ARM KIT) FD 1F�� GR. B TUBING HSS l 1 I ----- ITEM QTY. PART NO. DESCRIPTION SHEET # WT _ _ r _ 1 RO—TAW-6 T—ARM WELDMENT SFK4—F1 71 DRAWN BY: CHECKED BY: HMA./KW co I { 2 2 BP825-94375 PL 3/8" X 8 1/4" X 9 7/16" A36 BEND PLATE SFK4-F2 17 REV DESCRIPWIN BY DATE 3 1 PL375-92512025 PL 3/8" X 9 1/4" X 1'-0 1/2" A36 SFK4-F3 12 L0 FI ST ISSUE Br 05 0s 20 E70XX 4 4 --- BOLT 5/8" X 2 1/4" A325 - _O 5 4 --- BOLT 5/8" X 2" A325 0 Q — 1� - PL 3/4' X 8 1/4' X 8 1/4" A572 6 2 _-- BOLT 3/4" X 5 1/4" A325 --- 0 — 7 2 MS02-625-3625-600 RU-BOLT 5/8" X 3 5/8" I,W. X 6" LL. A36 (OR EQUIV.) RHC-1 3 G — 4 1/8 8 12 FW-625 5/8" HDG USS FLAT WASHER --- 1 SHEET rinE FRONT VIEW SIDE VIEW 9 12 LW-625 5/8" HDG LOCK WASHER --- 0 VZWSMART—SFK4 RO-TAW-6 WELDMENT 10 12 NUT-625 5/8" Hoc HEX NUT --- 1 T-ARM KIT 11 2 FW-75 3/4" HDG USS FLAT WASHER --- 0 12 2 LW-75 3/4" HDG LOCK WASHER --- 0 SHEET NUMBER REV #: 13 2 NUT-75 3/4" HDG HEX NUT 0 1. HOT O 1. HOT-DIPPED GALVANIZED PER ASTM A123. GALVANIZED WT 106 VZWSMART—SFK4