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HomeMy WebLinkAbout21-177 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, 10111 Parish PlaceSF_CUPERTINO_087 1 474577 ENCROACHMENT AGREEMENT This Encroachment Agreement ("Encroachment Agreement"), made this day of , 20_ ("Effective Date") between the City of Cupertino, a political subdivision of the State of California, hereinafter designated "Licensor" and GTE Mobilnet of California Limited Partnership, d/b/a Verizon Wireless, with its principal offices at c/o Verizon Wireless, 180 Washington Valley Road, Bedminster, New Jersey 07921, hereinafter designated "Licensee": 1. Encroachment Agreement. This is an Encroachment Agreement as referenced in that certain Small Cell License Agreement between Licensor and Licensee dated May 16, 2017 ("Agreement"). This Encroachment Agreement shall serve as an encroachment license. All of the terms and conditions of the Agreement are incorporated hereby by reference and made a part hereof without the necessity of repeating or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the terms of the Agreement and this Encroachment Agreement, the terms of the Encroachment Agreement shall govern. Capitalized terms used in this Encroachment Agreement shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2 Project Description and Locations. Licensee shall have the right to use the ROW for a Small Cell at the designated areas in the ROW as further described in Attachment 1 attached hereto (the "Licensed Area"). 3. Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment 1 attached hereto. 4 Term. The term of this Encroachment Agreement shall be as set forth in Section 2 of the Agreement. 5. Fees. The initial Rent for the term of this Encroachment Agreement shall be $1,500.00, as determined in accordance with Paragraph 5.1 of the Agreement, as adjusted by Paragraph 5.2. 6. Commencement Date. The first day of the month following the date Licensee has Commenced Installation of its Equipment at the Licensed Area. 7. Approvals/Fiber. It is understood and agreed that Licensee's ability to use the Licensed Area is contingent upon its obtaining all of the certificates, permits and other approvals (collectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities, as well as a satisfactory fiber and electrical connection which will permit Licensee use of the Licensed Area as set forth above. In the event that (i) any of such applications for such Governmental Approvals should be finally rejected; (ii) any Governmental Approval issued to Licensee is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority; (iii) Licensee determines that such Governmental Approvals may not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in a satisfactory manner, or maintain any fiber or power connection; or (v) Licensee determines that the Licensed Area is no longer technically compatible for its use, Licensee shall have the right to terminate this Encroachment Agreement. Notice of Licensee's exercise of its right to terminate shall be given to Licensee in writing by certified mail, return receipt requested, and shall be effective upon the mailing of such notice by Licensee, or upon such later date as designated by Licensee. All rentals paid to said termination date shall be retained by Licensor. Upon such termination, this Encroachment Agreement shall be of no further force or effect except to the extent of the representations, warranties and indemnities made by each party to the other hereunder. Otherwise, Licensee shall have no further obligations for the payment of Rent to Licensor. & Miscellaneous. N/A [Signature page follows] EXECUTED to be effective as of the date shown above. LICENSOR: City of Cupertino, a political subdivision of the State of California By: 6;i� f— 75 Name: a M os ey Title: City Engineer ATTEST: City Clerk , Clerk Nov 30, 2020 APPROVED AS TO FORM CITY ATTORNEY'S OFFICE ffeatHer M. "inner BY: Print NameHeather M. Minner City Attorney LICENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP, DB/A VERIZON WIRELESS by Cellco Partnership, its General Partner LI-A Name: Scott Stewart Title: Director Network Exhibits: Attachment 1 Attachment 1 Licensed Area See attached. See City det 4-24, 5-21 5-41 5-10 ■ veriz APPLICANT: VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 CONTACT: CHRIS MOLLER PHONE: (925) 339.2778 EMAIL: CHRIS.MOLLER@VERIZONWIRELESS.COM SITE ACQUISITION: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUSLLC.COM LAND USE PLANNER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUSLLC.COM PROJECT TEAM MODUS PROJECT MANAGER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUSLLC.COM A&E PROJECT MANAGER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUSLLC.COM CONSTRUCTION/IMPLEMENTATION MANAGER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUSLLC.COM CUPERTINO 087 (BACK OF) 10111 PARISH PL IV/ CUPERTINO, CA 95014 SITE ID: SITE TYPE: POLE #: COUNTY: PROJECT DESCRIPTION VERIZON WIRELESS PROPOSES TO INSTALL A NEW WIRELESS COMMUNICATION SITE ON A LIGHT POLE IN THE PUBLIC RIGHT-OF-WAY. SCOPE: • INSTALL (1) 2' NEW CANISTER ANTENNA INSIDE NEW FRP CONCEALMENT SHROUD ON TOP OF POLE • INSTALL (2) 5G ANTENNA/RADIOS • INSTALL (2) RRUS-32 RADIOS • INSTALL (2) PSU-AC08 BEHIND RADIOS • INSTALL NEW COAX FROM EQUIPMENT TO NEW ANTENNA WITHIN POLE • INSTALL (1) NEW SMART METER / DISCONNECT ON SIDE OF POLE • EXISTING POLE AND FOUNDATION TO BE REMOVED. INSTALL NEW POLE AND FOUNATION VICINITY MAP a Cupertino Union School District CD SITE > neo Dr Lazaneo Dr Lazaneo Dr Lazaneo Dr 10111 Parish Place D) m Q_ N Ir SITE ADDRESS: OWNER: APPLICANT: LATITUDE: LONGITUDE: COUNTY: 616101061 LIGHT POLE 19513 SANTA CLARA SITE INFORMATION ASSESSORS PARCEL NUMBER ZONING: ELEVATION: (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 CITY OF CUPERTINO 10300 TORRE AVE CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 37.32651 NAD83 -122.0296 NAD83 SANTA CLARA PUBLIC RIGHT OF WAY NEAR TBD CITY OF CUPERTINO ±226.9' AMSL / o CALL 811 BEFORE YOU DIG IT'S THE LAW THE UTILITIES SHOWN HEREIN ARE FOR THE CONTRACTORS CONVENIENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER/SURVEYOR ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL THE UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO THE (E) UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DRAWING INDEX SHEET NO. SHEET TITLE T-1 TITLE SHEET T-2 GENERAL NOTES C-1 SURVEY A-1 SITE PLAN & ENLARGED SITE PLAN A-2 ELEVATIONS A-3 ELEVATIONS A-4 CIRCUIT DIAGRAM D-1 DETAILS D-2 DETAILS D-3 POLE SPECS E-1 ELECTRICAL GENERAL NOTES E-2 ONE -LINE DIAGRAM & GROUNDING SCHEMATIC E-3 ELECTRICAL DETAILS 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 IN THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES. • 2019 CALIFORNIA CODE • 2019 CALIFORNIA BUILDING CODE (CBC), BASED ON THE 2018 IBC • 2019 CALIFORNIA RESIDENTIAL CODE (CRC), BASED ON THE 2018 IRC • 2019 CALIFORNIA ELECTRICAL CODE (CEC), BASED ON THE 2017 NEC • 2019 CALIFORNIA MECHANICAL CODE (CMC), BASED ON THE 2018 UMC • 2019 CALIFORNIA PLUMBING CODE (CPC), BASED ON THE 2018 UPC • 2019 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CALGREEN) • 2019 CALIFORNIA FIRE CODES WITH ALL LOCAL AMENDMENTS • ANY LOCAL BUILDING CODE AMENDMENTS TO THE ABOVE • CITY / COUNTY ORDINANCES ACCESSIBILITY REQUIREMENTS FOR PERSONS WITH DISABILITIES: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. ACCESSIBILITY IS NOT REQUIRED IN ACCORDANCE WITH CALIFORNIA ADMINISTRATIVE STATE CODE PART 2, TITLE 24, CHAPTER 11 B, SECTION 1 103B. verizonN/ VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 m I IMODUS MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BPM �A�PPROVEDBY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK o 06) v ISS/0/v . 0 z w _ m - NO. C64533 - LP�q]." oF. C AO - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT CUPERTINO 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 TITLE SHEET T-1 GENERAL NOTES GENERAL CONSTRUCTION NOTES 1. PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY, UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 2. THE CONTRACTOR SHALL OBTAIN, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 3. CONTRACTOR SHALL CONTACT USA (UNDERGROUND SERVICE ALERT) AT (800) 227-2600, FOR UTILITY LOCATIONS, 2 WORKING DAYS BEFORE PROCEEDING WITH ANY EXCAVATION, SITE WORK OR CONSTRUCTION. 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CBC'S REQUIREMENTS REGARDING EARTHQUAKE RESISTANCE, FOR, BUT NOT LIMITED TO, PIPING, LIGHT FIXTURES, CEILING GRID, INTERIOR PARTITIONS, AND MECHANICAL EQUIPMENT. ALL WORK MUST COMPLY WITH LOCAL EARTHQUAKE CODES AND REGULATIONS. 6. REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY DRAWINGS, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH BEARING OF TRUE NORTH AT THE SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL NOTIFY THE ARCHITECT / ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH ORIENTATION AS DEPICTED ON THE CIVIL SURVEY. THE CONTRACTOR SHALL ASSUME SOLE LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT / ENGINEER. 7. THE BUILDING DEPARTMENT ISSUING THE PERMITS SHALL BE NOTIFIED AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT OF WORK, OR AS OTHERWISE STIPULATED BY THE CODE ENFORCEMENT OFFICIAL HAVING JURISDICTION. 8. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE AREA LINES, UNLESS OTHERWISE NOTED. 9. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS, AND THEIR DIMENSIONS SHOWN ON THE PLAN HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ARCHITECT / ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR THE ACCURACY OF THE INFORMATION SHOWN ON THE PLANS, OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTORS SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 10. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTAL AND VERTICALLY, PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ARCHITECT / ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT / ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 11. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 12. ANY EXISTING COMPONENTS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO IT'S ORIGINAL CONDITION PRIOR TO COMPLETION OF WORK. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON "AS -BUILT" DRAWINGS BY GENERAL CONTRACTOR, AND ISSUED TO THE ARCHITECT / ENGINEER AT COMPLETION OF PROJECT. 13. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 1. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 3. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 4. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 5. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. CONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD (N) TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 6. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. APPLICABLE CODES, REGULATIONS AND STANDARDS: 1. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. 2. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE TIME OF PERMITTING AWARD SHALL GOVERN THE DESIGN. 3. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: 3.1. - AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 3.2. - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION 3.3. - TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES 3.4. - INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1 100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRICAL EQUIPMENT. 3.5. -IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY 'C3" AND "HIGH SYSTEM EXPOSURE") 4. TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS 4.1. TELCORDIA GR-63 NETWORK EQUIPMENT -BUILDING SYSTEM (NEBS): PHYSICAL PROTECTION 4.2. TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING 4.3. TELCORDIA GR-1275 GENERAL INSTALLATION REQUIREMENTS 4.4. TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS 5. ANY AND ALL OTHER LOCAL & STATE LAWS AND REGULATIONS 6. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. GENERAL TRENCHING NOTES 1. MAINTAIN 24" MINIMUM COVER FOR ALL ELECTRICAL CONDUITS, U.O.N. 2. MAINTAIN 30" MINIMUM COVER FOR ALL TELECOMMUNICATIONS CONDUITS. 3. MINIMUM 1" SAND SHADING BELOW CONDUITS, AND 6" COVERING ON TOP OF CONDUITS REQUIRED. 4. REFER TO SHEET E-1 FOR ADDITIONAL REQUIREMENTS GENERAL GROUNDING NOTES 1. GROUNDING SHALL BE TESTED AT 5 OHMS OR LESS. 2. WOOD MOLDING, STAPLED EVERY 3'-0" AND AT EACH END. GENERAL CONDUIT NOTES 1. ALL CONDUITS WILL BE MANDRELED AND EQUIPPED WITH 3/8" PULL ROPE. 2. SCHEDULE 40 CONDUIT FOR UNDERGROUND USE. 3. SCHEDULE 80 CONDUIT FOR RISER USE AND ELSEWHERE AS NOTES. TRANSITION FROM SCHEDULE 40 PVC OR RIGID STEEL CONDUIT TO SCHEDULE 80 USING APPROVED FITTINGS DESIGNED TO PROVIDE A SMOOTH INTERIOR WALL TRANSITION TO THE REDUCED INTERIOR DIAMETER OF SCHEDULE 80. ADJUST CONDUIT SIZE IF NECESSARY TO MAINTAIN THE INTERIOR AREA REQUIRED FOR THE WIRING SPECIFIED. 4. GALVANIZED STEEL CONDUIT FOR ANY CONDUIT UNDER 3", STUB UP 10" THEN CONVERT TO SCHEDULE 80. 5. CONTRACTOR TO STUB UP POLE 10" w/ 3" POWER CONDUIT. POWER COMPANY TO CONVERT FROM 3" STUB SCHEDULE 80 TO 2" SCHEDULE 80 FROM TOP OF STUB UP. 6. ZRC COLD GALVANIZING COMPOUND OR EQUIVALENT IS REQUIRED ON EXPOSED THREADS IN RIGID STEEL CONDUIT AND THE CUT ENDS OF SUPPORT STRUTS, ETC. TO PREVENT RUSTING. TYPICAL R.O.W. POLE CONSTRUCTION NOTES 1. CABLE NOT TO IMPEDE 15" CLEAR SPACE OFF POLE FACE. 2. ALL CLIMB STEPS NEXT TO CONDUIT SHALL HAVE EXTENDED STEPS. 3. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" 4. ALL HOLES IN POLE LEFT FROM REARRANGEMENT OF CLIMB STEPS TO BE FILLED 5. 900 SHORT SWEEPS UNDER ANTENNA ARM, ALL CABLES MUST TRANSITION ON THE INSIDE OR BOTTOM OF THE ARM (NO CABLE ON TOP OF ARM). 6. USE 900 CONNECTOR AT CABLE CONNECTION FOR OMNI DOWN ANTENNAS. 7. USE CABLE CLAMPS TO SECURE CABLE TO ARMS, PLACE 2" CABLE I.D. TAGS ON BOTH SIDES OF ARMS. 8. USE 1/2" DIA. CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED. 9. PLACE GPS ON ARM OF SOUTHERN SKY EXPOSURE AT MINIMUM 6" FROM TRANSMIT ANTENNA WHICH IS 24" AWAY FROM CENTER OF POLE. 10. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER INTRUSION. CONTRACTOR REQUIREMENTS DO NOT SCALE OFF DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK ABBREVIATIONS A.B. ANCHOR BOLT GLB• GLUE LAMINATED ABV. ABOVE (GLU-LAM) BEAM ACCA ANTENNA CABLE COVER GPS GLOBAL POSITIONING verizonN/ ASSEMBLY SYSTEM ADD'L ADDITIONAL GRND. GROUND A.F.F. ABOVE FINISHED FLOOR HDR. HEADER A.F.G. ABOVE FINISHED GRADE HGR. HANGER AGL ABOVE GROUND LEVEL HT. HEIGHT ALUM ALUMINUM ICGB. ISOLATED COPPER ALT. ALTERNATE GROUND BUS AMSL ABOVE SEA LEVEL IN.(") INCH(ES) VERIZON WIRELESS ANT. ANTENNA INT. INTERIOR APPRX. APPROXIMATE(LY) LB.(#) POUND(s) 2785 MITCHELL DRIVE, SUITE 9 ARCH. ARCHITECTURAL) L.B. LAG BOLTS WALNUT CREEK, CA AWG. AMERICAN WIRE GAUGE L.F. LINEAR FEET(FOOT) BLDG. BUILDING L. LONGITUDINAL 94598 BLK. BLOCK MAS. MASONRY BLKG BLOCKING MAX. MAXIMUM BM. BEAM M.B. MACHINE BOLT B.N. BOUNDARY NAILING MECH. MECHANICAL BN BACK-UP CABINET MFR. MANUFACTURER BTCW. BARE TINNED COPPER WIRE MIN. MINIMUM B.O. BOTTOM MISC. MISCELLANEOUS B.O.F. BOTTOM OF FOOTING MTL. METAL CAB. CABINET NO. (#) NUMBER CANT. CANTILEVER(ED) N.T.S. NOT TO SCALE C.I.P. CAST IN PLACE (N) NEW CLG. CEILING O.C. ON CENTER fYl O D U 5 Q CENTERLINE OPNG. OPENING CLR. CLEAR P/C PRE CAST CONCRETE COL. COLUMN PCs PERSONAL COMMUNICATION CONIC. CONCRETE SERVICES MODUS, LLC CONN. CONNECTION(OR) R PLATE CONST. CONSTRUCTION PLY. PLYWOOD 240 STOCKTON ST., 3RD FLOOR CONT. CONTINUOUS PPC. POWER PROTECTION CABINET d PENNY (NAILS) PRC. PRIMARY FLEXING CABINET SAN FRANCISCO, CA DBL. DOUBLE P.S.F. POUNDS PER SQUARE FOOT 94108 DEPT. DEPARTMENT P.S.I. POUNDS PER SQUARE INCH D.F. DOUGLAS FIR P.T. PRESSURE TREATED DIA. DIAMETER PWR. POWER (CABINET) DIAG. DIAGONAL QTY. QUANTITY DRAWN BY: APE DIM. DIMENSION RAD.(R) RADIUS DWG. DRAWING(S) REF. REFERENCE DWL. DOWEL(S) REINF. REINFORCING CHECKED BY: BPM EA. EACH REQ'D. REQUIRED EL. ELEVATION RGS. RIGID GALVANIZED STEEL �A�PPROVEDBY: LJB ELEC. ELECTRICAL R.O.W. RIGHT OF WAY ELEV. ELEVATOR SCH. SCHEDULE EMT. ELECTRICAL METALLIC SHT. SHEET TUBING Sim. SIMILAR REV DATE DESCRIPTION E.N. EDGE NAIL SPEC. SPECIFICATIONS) 0 04/03/20 100% CD ENG. ENGINEER SQ. SQUARE EQ. EQUAL S.S. STAINLESS STEEL 1 05/29/20 100% CD PLAN CHECK EXP. EXPANSION STD. STANDARD EXST.(E) EXISTING STL. STEEL EXT. EXTERIOR STRUC. STRUCTURAL FAB. FABRICATION(OR) TEMP. TEMPORARY F.F. FINISH FLOOR THK. THICKNESS F.G. FINISH GRADE T.N. TOE NAIL FIN. FINISH(ED) T.O.A. TOP OF ANTENNA FLR. FLOOR T.O.C. TOP OF CURB FDN. FOUNDATION T.O.F. TOP OF FOUNDATION F.O.C. FACE OF CONCRETE T.O.P. TOP OF PLATE(PARAPET) F.O.M. FACE OF MASONRY T.O.S. TOP OF STEEL F.O.S. FACE OF STUD T.O.W. TOP OF WALL F.O.W. FACE OF WALL TYP. TYPICAL F.S. FINISH SURFACE U.G. UNDER GROUND FT.(') FOOT(FEET) U.L. UNDERWRITES LABORATORY FTG. FOOTING U.N.O. UNLESS NOTED OTHERWISE G. GROWTH(CABINET) V.I.F. VERIFY IN FIELD GA. GAUGE W WIDE(WIDTH) GI. GALVANIZE(D) W/ WITH G.F.I. GROUND FAULT CIRCUIT WD. WOOD INTERRUPTER W.P. WEATHERPROOF WT. WEIGHT m-EGEND STEEL GROUT OR PLASTER SPOT ELEVATION (E) BRICK Zx REVISION (E) MASONRY OGRID REFERENCE CONCRETE - - EARTH e-- X DETAIL REFERENCE 0000000000 GRAVEL X ELEVATION X-X REFERENCE PLYWOOD X X-X SECTION REFERENCE SAND MATCH LINE - - - - - CENTERLINE WORK POINT _ _ _ _ _ PROPERTY/LEASE LINE ��• �p,MES B F f' O s13 FTI NO. C64533 - CIVIL��� F of C�L;Fo IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT GROUND CONDUCTOR C U P E RTI N O 087 T TELEPHONE CONDUIT E ELECTRICAL CONDUIT E/T ELECTRICAL & TELCO CONDUITS A COAXIAL CABLE O/H OVERHEAD SERVICE CONDUCTORS X CHAIN LINK FENCING ❑ ❑ WOOD FENCING OHT/OHP OVERHEAD TELEPHONE/ OVERHEAD POWER oHT OVERHEAD TELEPHONE OHP OVERHEAD POWER LINE (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 GENERAL NOTES T-2 VICINITY MAP (N.T.S.) MILPITAS MOUNTAIN VIEW 680 SUNNYVALE SANTA CLARA 82 280 880 130 SITE SAN DOSE CUPERTINO 85 17 d Z RIGHT OF WAYS I I FS 225.12 FS 225.00 � / FS 225.57 / FS 225.74 - u n RIGHT OF WAY FS 227.56 FS 227.25 FS 226.97 SIDEWALK FS 227.52 CENTE • FS 227.08 - LAZANEO I J I I I Z Q RIGHT OF WAY co I / / /17 Z V 4 FS 224.92 IFS 225.27 FS 225.83 I� FS 226.21 D FS 226.56 FS 226.72 - IG 52 54 I FS 225.58 RIGHT OF WAY v 1/ FS 226.56_ _� FS 225.83 FS 226.25 FS 224.49 FS 223.89 DRIVE •C FS 226.24 -- FS 225.79 « e)e)r, 1-7 SIDEWALK, ° . .. o FS 224.08 SIDEWALK AB 4 ' e •y, FS 223.62 SITE - - �,,�, - _�� ° FS 227.30 FS 226.89 FS 226.90 FS 226.41 FS 226.28 FS 225.86 ° ° CATV GPS POINT (NAD 83� FS 225.44 LAT.- N 37' 9'35.48 RIGHT OF WAY FS 224.79 LONG: W 122'01'46.66" ELEV: 226.9t AMSL FS 224.04 AT GROUND (NAVD 88) RIGHT OF WAY TELCO �UILDING PEAK 246.5 % PEAK 240.8 / Bt BUILDING BUILDING PEAK 256.4' I I I I I I I I I I I FS 222.60 FS 222.98 STREET LIGHT PROFILE (N.T.S.) "-� SUBJECT POLE PB PULL BOX RIGHT OF WAY LINE © CATCH BASIN - - - - - EASEMENT LINE TX 6" CONCRETE CURB POWER TRANSFORMER FENCE ❑W WATER METER CONCRETE MASONRY WALL WATER VALVE • .� © GAS VALVE CONCRETE SURFACE ❑T TRAFFIC SIGNAL CONTROL FIRE HYDRANT �- SIGN ❑V VAULT Q MANHOLE POWER POLE s0 SEWER MANHOLE LIGHT POLE 0 SEWER CLEANOUT ® RECLAIMED WATER Q STORM DRAIN MANHOLE © CABLE TV © TELCO Q TELEPHONE MANHOLE 0 FOUND MONUMENT ® MAIL BOX TREE CAB CABINET *4 <MO GAS METER BOUNDARY AND TITLE INFORMATION THIS MAP IS A GRAPHIC DEPICTION OF DATA COMPILED FROM MAPS AND VARIOUS OTHER INFORMATION. IT IS NOT A BOUNDARY SURVEY. THIS MAP IS A TOPOGRAPHIC MAP SHOWING PROPERTY LINES PLOTTED FROM RECORD DATA AND BEST FIT ONTO EXISTING IMPROVEMENTS. THE LIMITS OF TOPOGRAPHIC DATA AND/OR IMPROVEMENTS GATHERED AND DEPICTED ARE LIMITED TO THE CONTRACTUAL SCOPE FOR THIS PROJECT. NO MONUMENTS WERE SET OR WILL BE SET. NO TITLE RESEARCH WAS PERFORMED BY LAND SURVEYORS, LLC. PROPERTY LINE LOCATION COULD POSSIBLY SHIFT FROM LOCATIONS SHOWN HEREON SHOULD A BOUNDARY SURVEY BE PERFORMED. LOCATIONS OF EXISTING FEATURES RELATIVE TO PROPERTY LINES THEREFORE ARE APPROXIMATE DATUM: PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION NGS 'GEOID 1213' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY OBSERVATIONS OF THE 'SMARTNET' REAL TIME REFERENCE NETWORK. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD88. BASIS OF BEARINGS THE BEARINGS ARE BASED UPON CALIFORNIA COORDINATE SYSTEM, ZONE 3, NAD 83 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM (CCS 83) ZONE 3, JRB GUTTER FS 221.79 NAD 83 AS DEFINED IN SECTION 8801 TO 8819 OF THE CALIFORNA PUBLIC RESOURCES CODE. ° SIDEWALK �v BENCHMARK: THE ELEVATIONS ARE BASED UPON NAVD 88 POWER MISC NOTES: 1. DATE OF SURVEY: 02/23/2018 2. NO UNDERGROUND UTILITIES WERE LOCATED. CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING N UTILITIES PRIOR TO CONSTRUCTION, THIS SURVEY WAS NOT INTENDED TO SHOW ALL UTILITIES ON SITE. 3. ADDRESS(S) AND ASSESSOR PARCEL NUMBER(S) "APN" WERE OBTAINED FROM EITHER THE COUNTY WEBSITE AND/OR FIRST AMERICAN DATA TREE. 4. IT IS RECOMMENDED TO HAVE SURVEY STAKES SET PRIOR TO CONSTRUCTION. GRAPHIC SCALE DESCRIPTION CODES 20 0 10 20 40 EP = EDGE OF PAVEMENT FL = FLOWLINE 7-1 FS = FINISHED SURFACE (IN FEET) GS = GROUND SHOT 1 inch = 20 ft. TC = TOP OF CURB AGL = ABOVE GRADE LEVEL AMSL = ABOVE MEAN SEA LEVEL ISSUE STATUS REV. DATE DESCRIPTION BY Modus, Inc. 240 Stockton Street, 3rd Floor San Francisco, CA 94108 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS PROPRIETARY & CONFIDENTIAL TO VERIZON WIRELESS ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO VERIZON WIRELESS IS STRICTLY PROHIBITED 0 LIT z w 00 0 > Q N CD<C Q z c� U LiJ > z Q � cn Ln CD Ln Ln •D��� LAND SURVEYORS, LA LC N. TATUM BLVD., SUITE 300 PHOENIX ANZONA 85016 916_837_5903 LS 86Q1 00 OIL J U Z LO < C Q T U Lu LjL z IL O� U IL U m U coL V SHEET TITLE: TOPOGRAPHIC SURVEY SHEET NO.: C1 AZIMUTH 2700 LAZANEO DR REMOVE & REPLACE CONCRETE (APPROX. 25 SQ. FT.) AT APPROXIMATE LIMITS TO MATCH EXISTING ADJACENT ELEVATIONS, REPLACE WHOLE FLAGS, NOT PARTIAL (N) LIGHT POLE (N) LOCATION OF VERIZON WIRELESS CANISTER ANTENNA IN FRP SHROUD MOUNTED ON LIGHT POLE I/ ------------------- (N) LOCATION OF VERIZON WIRELESS EQUIPMENT MOUNTED ON LIGHT POLE \ (E) POLE FOUNDATION TO BE REMOVED AND REPLACED W/ (N) POLE I FOUNDATION IN PLACE I I/ I (N) LUMINAIRE (N) STEEL MAST ARM 2'-2" I � I I I — NCI �L02 N 2 w U_z O �_/3 �mO +i 0 <? w J O (E) CURB & GUTTER 1&2 A-2 Ec2 AZIMUTH 900 (E) SIDEWALK — FIBER FIBE FIBER FIBER FIBER NC3z97 PROPERTY LINE (E) LANDSCAPING Contact City of Cupertino, Curtis Bloomquist (408-206-4856) to evaluate condition of street light to be removed and determine is streetlight is to be returned and delivered to the City, or scraped by contractor. Notify the City (Curtis) of new streetlight installation so that new badge ID number can be placed by the City onto the new pole. ENLARGED SITE PLAN 24"x36" SCALE: 1/2" = 1'-0" SCALE 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' 1/2"=1'-0" LEGEND FFIBEI FIBER LINE(S) ELECTRICAL LINE STREET LIGHT LINE Label carrier gnd line in City box. Verizon may intercept City conduit outside streetlight, place cut -in Y conduit and place (N) 1/2" maxcell innerduct between (N) fiber box and streetlight. (N) City electrical box may not be used as pathway to SL 2 SITE PLAN CAB LAZANEO DR 2 ENLARGED SITE PLAN (E) BUILDING I n I (E) BUILDING S/L S/L (N) LOCATION OF VERIZON WIRELESS CANISTER ANTENNA AND EQUIPMENT j(E) BUILDING S/L (E) BUILDING 24"x36" SCALE: 1/16" = 1'-0" 11"x17" SCALE: 1/32" = 1'-0" S/L S/L (E) TREE, TYP. (E) FENCE (E) BUILDING S/L S/L verizonN/ VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 M r I MODUS MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BPM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK 'QRpFESS. pN �`�• �p,MESco rn B F y=� * N0. C64533 ".,CIVIL��� = F OF CA\-�Fo IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT CUPERTINO 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 SITE PLAN A-1 REV 17 10-6-20 NOTES: 1. ALL NEW ANTENNAS, BRACKETS, AND OTHER EQUIPMENT WILL BE PAINTED TO MATCH LIGHT POLE. 2. ALL EXISTING SIGNAGE TO BE RELOCATED SHALL BE FASTENED USING STEEL BANDING PER SHEET T-2. 1 (N) FRP CONCEALMENT p 1 SHROUD � veri zon T.O. P CONCEALMENT SHROUD 35-6" AGL F= 4 (N) VERIZON WIRELESS CANISTER ANTENNA D 1 VERIZON WIRELESS RAID CENTER OF P CANISTER ANTENNA 34'-3" AGL 2785 MITCHELL DRIVE, SUITE 9 T.O. E LIGHT SENSOR 33'-6" AGL L_ J 3 (N) (2) TWIN DIPLEXERS D 1 IN FRP SHROUD WALNUT CREEK, CA 94598 T.O. N LIGHT SENSOR 32'-0" AGL II (N) (2) 5G ANTENNAS 6 IN FRP SHROUD D_1 T.O. E STEEL LIGHT POLE (E) LUMINAIRE RAD CENTER OF P 5G ANTENNA u u 3Y-1" AGL 31'-7" AGL T.O. N STEEL LIGHT POLE 7 30'-0" AGL (N) LUMINAIRE E-3 M O D U S (N) MAST ARM MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 T.O. N NOTICE SIGNAGE 25-2" AGL (N) NOTICE SIGNAGE 12 FACING STREETSIDE D-1 DRAWN BY: APE CHECKED BY: BPM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK (E) LIGHT POLE TO BE REPLACED (N) LIGHT POLE (N) (2) RRUS 32s W/ PSU-08 AND 5 8 10 5 CABLE SHROUD D-1 D-1 D-1 E-3 T.O. P RADIO UNITS (N) RED "BICYCLE 7 9 15-0" AGL WRONG WAY" SIGNAGE T.O. P SIGN 14'-8" AGL B.O. P SIGNQRpFESS/QN T.O. E ROAD SIGN 1 1'-1"AGL (E) ROAD SIGN TO BE RELOCATED B.O. E ROAD SIGN 10'-5" AGL 13'-2" AGL B.O. P CABLE SHROUD 12'-1" AGL (E) RELOCATED ROAD SIGN PORT HOLE LOCATION 1 FOR RRUS D-2 , - _ I+�� m = s13 Frl NO. C64533 - =- -, �j. "-. .•\Q" CIVIL 9�F �L,FO�� , CA T.O. P DISCONNECT / SMART METER 8'-9" AGL (N) DISCONNECT / SMART METER 1 1 4 3 D-1 E-3 E-3 1 E-3 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT B.O. P DISCONNECT / SMART METER 7-0" AGL PORT HOLE LOCATION 1 FOR DISCONNECT D-2 C U P E RTI N O 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 (E) FOUNDATION TO BE REPLACED 4 (N) FOUNDATION D-2 EXISTING & PROPOSED ELEVATIONS EXISTING SURFACE EXISTING SURFACE 0'-0" AGL 0'-0" AGL A-2 EXISTING ELEVATION 2 PROPOSED ELEVATION 1 1/2"ALo., 1/2"ALo., NOTES: 1. ALL NEW ANTENNAS, BRACKETS, AND OTHER EQUIPMENT WILL BE PAINTED TO MATCH LIGHT POLE. 2. ALL EXISTING SIGNAGE TO BE RELOCATED SHALL BE FASTENED USING STEEL BANDING PER SHEET T-2. 1 (N) FRP CONCEALMENT ■ verizon%l SHROUD D-1 T.O. P CONCEALMENT SHROUD T.O. E LIGHT SENSOR 33'-6" AGL 35-6" AGL RAID CENTER OF P CANISTER ANTENNA 34'-3"AGL � � 4 (N) VERIZON WIRELESS D 1 I CANISTER ANTENNA i (N) IN RP SHROUD TWIN DIPLEXERS 3 ��� (N) (2) 5G ANTENNAS 6 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 IN FRP SHROUD T.O. N LIGHT SENSOR D-1 32'-0" AGL T.O. E STEEL LIGHT POLE (E) LUMINAIRE TO BE REPLACED RAID CENTER OF P 5G ANTENNA u U 3Y-1" AGL 3V-7" AGL I T.O. N STEEL LIGHT POLE 30'-0" AGL (N) LUMINAIRE E-3 fYl O D U S MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 T.O. N NOTICE SIGNAGE DRAWN BY: APE 25-2" AGL CHECKED BY: BPM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK (E) LIGHT POLE TO BE REPLACED (N) LIGHT POLE 5 8 10 (N) (2) RRUS 32s W/ PSU-08 AND CABLE SHROUD T.O. P RADIO UNITS 15-0" AGL T.O. P SIGN 14'-8" AGL o 0 (N) RED "BICYCLE 7 9 WRONG WAY" SIGNAGE T.O. E ROAD SIGN 1 1'-1" AGL B.O. E ROAD SIGN 10'-5" AGL (E) ROAD SIGN TO BE RELOCATED B.O. P SIGN 13'-2" AGL B.O. P CABLE SHROUD 12'-1" AGL (E) RELOCATED ROAD SIGN PORT HOLE LOCATION 1 FOR RRUS D-2 QRpFESS/ pN f ., q _ �+ = s13 Frl NO. C64533 - = * =_ = *;= -, �j. '-. .•\Q-=- IVIL 9�F .F ...1. — FO�� CA jdK T.O. P DISCONNECT / SMART METER 8'-9" AGL (N) DISCONNECT / SMART METER 1 1 4 3 1 D-1 E-3 E-3 E-3 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT B.O. P DISCONNECT / SMART METER 7-0" AGL PORT HOLE LOCATION 1 FOR DISCONNECT D-2 C U P E RTI N O 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 (E) FOUNDATION TO BE REPLACED (N) FOUNDATION p EXISTING & PROPOSED ELEVATIONS A-3 EXISTING SURFACE 0'-0" AGL 0111LEXISTING SURFACE 0'-0" AGL EXISTING ELEVATION 2 PROPOSED ELEVATION 1 1/2ALo., 1/2ALo., U Y m O J = Z0LL W U Lu Q 002 UOrLL,O Wm = =mow �F_a wQw 0 = = Z O 0 = Z H Q ~ M Z = O 0C7w U Z Z 0 Y 0 Lu 0 U � Z 0 Q J � 0 �� ~ Z Q Z OLOU O d w o wZ Z J p 0 Lu H m J W 0 m = Z Z Q H 0 J UZ ,0 LLJ QLu Q m J Z Z m0 Q ?' =�zw o?Q= 1��F_ >-Z O J O 0w m J � Z u Lu CL m J Q W W Q = Z W Z Z O d Lu orLeuw= U — w 8 z� =� Q�oLL J Q Z O=AU) MLu Of <m< � 0 U) _ H m Q Lu J =p0�' cn of waow =ozc� Q ¢¢F- ~ ZIL Z U cnom W W C, W C7dZLuV 0<LZLJO c)O0-1 w0- r�o r J = Z LW`Qz O U) U) 0 LEGEND'. � ELECTRICAL SERVICE CABINET O# EXISTING LUMINAIRE UNDERGROUND ELECTRICAL SERVICE POINT �# LUMINAIRE W/ CELLULAR EQUIPMENT POLE MOUNTED ELECTRICAL SERVICE POINT MASTER PEU (MOUNTED TO POLE) OR OP STREETLIGHT COMMUNICATION EQUIPMENT Z CITY SERVICE BOX - GATEWAY (MOUNTED TO POLE) # CIRCUIT NUMBER (HH) HAND -HOLE (NO PULL BOX) • SPLICED CONNECTION PULLBOX (NO SPLICE) LLALZANEO DR n n 1 70' n 1 50' I� 5' n 2#8 248 2#8 Ln 240V Ln 00 = O Ln Ln Ln �i V / 0 IY' z L nW n U I I� V I LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS. * TYPICAL SERVICE FUSE SIZE OF 30A USED FOR CALCULATIONS. + WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING TWO RADIOS RATED AT 780W EACH AND TWO RADIOS RATED AT 40OW EACH. SERVICE POINT CIRCUIT BREAKER POLE CELLULAR EXISTING AMPERAGE VOLTAGE DROP (FUSE) EQUIPMENT LOCATION # SIZE ID 19513 WATTAGE 29360+ LUMINAIRE 4OW ID EXISTING PROPOSED EXISTING PROPOSED LAZANEO DR & 1 30A+ 0.5 10.4 0.09% 2.55% VIRGINA SWAN PL 19515 - 4OW ID CONSULTANT: WMH Corporation 55 S Market St, Suite1200 San Jose, CA 95113 APPLICANT: Modus, Inc. 240 Stockton Street, 3rd Floor San Francisco, CA 94108 Date: 1-11-2018 Scale: NO SCALE Designed: R. SAGASTUME Drawn: R. SAGASTUME Checked: SHAWN VOGTMAN Proj. Engr: STEVE LOUPE File: SF CUPERTINO 087 (19513).dgn REVISIONS DESIGN DESIGN CITY I APPR. BY DATE APPR. DATE CUPERTINO IMPROVEMENT PLANS FOR MODUS OMT POLES POLE 19513 SF CUPERTINO 087 CALIFORNIA Q FOR CITY OF CUPERTINO USE PROJECT # PUBLIC WORKS KEVIN REIDEN INSPECTOR: VOICE MAIL: (408) 777-3104 PROJECT ENGINEER DATE CITY OF CUPERTINO SHEET A-4 DATE MARCH 2O15 L 7" ERICSSON STREETMACRO 6701 WHITE NOTICE BLUE BACKGROUND 1'-0" DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEP 10 WEIGHT: 31.0± LBS WHITE BACKGROUND ■ TWIN DIPLEXER PCS/AWS DETAIL CBC1 923T-431 0 / El F13P06 veri zon%/ BLACK SYMBOL COLOR: GRAY 8.34" Transmitting Antenna(s) DIMESIONS: .3" TOTAL WEIGHT: 4.4 LBSLL x 4.6" WIDE x 1.8" DEEP Radio frequency fields beyond 5.1" 8.1 1 on° this point MAY EXCEED the FCC r- - - VERIZON WIRELESS General Population exposure limit. TOP VIEW 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA Obey all posted signs an BLACK LETTERING, TYP site guidelines. Call Verizon at 1-800-264-6620 WRONG 2.5" 8.34" 0 00 94598 PRIOR to working beyond this N N o 0 o point. 8.1" o00 P1000 UNISTRUT L 0 0 2 LOCATIONS 19 Site ID/ PSLC: 0 0 WAY VerizonM _J L_ NT (BACK TOFBAON BACK IS ALLATION) SIDE VIEW O D U S NOTES: Lk- ® 1. OUTDOOR RATED SELF ADHESIVE VINYL DECAL WITH UV PROTECTION. 2. POST SIGN 3'-0" BELOW PROPOSED ANTENNA. TOP VIEW SIDE VIEW FRONT VIEW 3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS. THE CITY OF SAN MODUS, LLC FRANCISCO PUBLIC UTILITIES COMMISSION AND AUTHORITIES HAVING JURISDICTION PRIOR TO FABRICATION. 4. DECAL SHALL FACE OUT THE STREET AND WHEN FEASIBLE AWAY FROM THE STREET, IF NO BUILDING WINDOW 240 STOCKTON ST., 3RD FLOOR IS PRESENT WITHIN 25 FEET FACING THE EXISTING POLE. SAN FRANCISCO, CA NOTICE SIGNAGE SCALE 12 BICYCLE WRONG WAY SIGN SCALE 9 ERICSSON 6701 SCALE 6 TWIN DIPLEXER SCALE 3 94108 NTS NTS NTS NTS EAR-LOKT BUCKLE USE DOUBLE WRAPPED BAND CLAMP APPLIED WITH G402b4 ERICSSION RRUS-32 REMOTE RADIO UNIT NOTES REFER TO DETAIL 10/D1 DRAWN BY: APE TOOL FOR MAKIMUTAA STRENGTH AND HOLDING POWER. COLOR: GRAY FOR SHROUD AND 8/1131 FOR D5108F D51289, D51389 DIMENSIONS: 27.2" TALL X 12.1" WIDE X 7.0" REINFORCEMENT DIAMOND ENGINEERING CHECKED BY: BPM APPROVED BY: LJB SHUTDOWN PROTOCOL -USE G43099 BAND-USEG43299 BAND - USE G44099 BUCKLE - USE C44299 BUGLE TOTAL WEIGHT: 60 LBS. POWER CONSUMPTION: 740 W SERVICES Normal Shut -Down Protocols: ROAD SIGN l . Call 800-264-6620 NOC 24HRS prior to schedule a shut -down day and time. 7" PART # 2. Give NOC the Node number VVSP360S-AM-00 REV DATE DESCRIPTION 3. On schedule day of shut -down, Put breaker switches in 0 04/03/20 100% CD - "OFF" position. 10 0 4. Call NOC when work is completed. 1 05/29/20 100% CD PLAN CHECK Emergency Shut -Down Protocols: 1 '-3" DIA. 1. Call 800-264-6620 NOC. 2. Give NOC the Node number 3. Put breaker switches in "OFF" position. 3.00000011 4. Call NOC when work is completed. 8" N ------ N 10.437540" I I ja NOTES: 8.0000001, o o o 1. SIGN PROVIDED BY GC MOUNTED TO N OUTSIDE OF DISCONNECT COVER 2. CONTRACTOR TO NOTE SITE ID/ I I MARKET ID/ SITE NAME I CANISTER ANTENNA, SEE DETAIL 4/D-1 12 1" ROAD SIGN MOUNTING o TOP VIEW SIDE VIEW BRACKET FRONT VIEW TWIN DIPLEXER, SEE DETAIL 3/D-1 o e?@ ESS/0, . •j.Es • q _ �� B� •. ". SHUT -DOWN SIGN SCALE 1 1 STEEL BAND SCALE 8 RRUS 32 SCALE �j NTS NTS NTS_- VVSSP-360S-M w _ m -_ * =. NO. C64533 1'-01, ANTENNA COLOR: LIGHT GRAY LP� . CIVIL �Q . 9%�. 10 ROAD SIGN MOUNTED TO SIGN DIMENSIONS: 24.00" TALL x 012.00" N QF CA� SUPPORT BRACKET, HDG #8 X 1" HEX TEK-SCREW, TYP. NET WEIGHT: 28.7 LBS 5G ANTENNA, I I SEE DETAIL 6 D-1 00 \O 1"TYP. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED I PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT h PLAN � I I � U N -------- o NOTCH AT LIGHT r1 c� ARM I SHEET METAL SKIRT C O P E RTI N O 087 12.00" F (N) HDG #8 X 1 /2" - LO PAN HEAD I I TEK-SCREW, TYP. OF 4 RRU PER PLAN o C14 (BACK OF) 1 Ol 1 1 PARISH PL J I I L- - - - - - - - - - _ - LIGHT POLE C U P ERTI N O, CA 95014 �(N) L__1 12 GA. STEEL "CABLE SHROUD" REMOVABLE 12 GA. GALV. SHEET STEEL FRONT PANEL 3 1 /4" STREET SIGN SUPPORT ELEVATION VIEW DETAILS SIGN SUPPORT BRACKET MOUNTED TO BACK OF RRU, UTILIZING RRU MOUNTING SCREW PLAN ELEVATION SIDE ELEVATION D-1 CABLE SHROUD SCALE 10 SIG N SUPPORT BRACKET SCALE 7 ANTENNA SCALE 4 ANTENNA SHROUD & SKIRT SCALE 1 NTS NTS NTS NTS SIDEWALK: SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. 1) WHERE UNSUITABLE SUBGRADE MATERIAL IS ENCOUNTERED, REMEDIAL WORK SHALL BE DONE UNDER THE DIRECTION OF THE CITY ENGINEER, INCLUDES BUT IS NOT LIMITED TO, REMOVING UNSUITABLE MATERIAL AND PLACING A LAYER OF CLASS II AGGREGATE BASE UNDER THE INSTALLATION. 2) UNDERCUT SUBGRADE FOR GUTTER OR SIDEWALK SHALL BE FILLED WITH APPROVED GRANULAR MATERIAL. 3) EXISTING CONCRETE SHALL BE REMOVED AT EXPANSION OR WEAKENED PLANE JOINTS OR AT SAWCUTS. 4) SAWCUTS MUST BE FULL DEPTH. 5) NO UTILITY BOXES, POLES, POSTS OR ANY OTHER FACILITIES OR DEVICES WILL BE PERMITTED IN THE SIDEWALK AREA WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER. 6) NEW WORK SHALL MATCH EXISTING SCORE AND COLOR. 7) SUBGRADE SHALL BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO PLACING CONCRETE. 8) CONCRETE SHALL BE CLASS B-5 SACK MIX WITH 3/4 INCH MAXIMUM AGGREGATE. 9) CONCRETE SHALL HAVE A SLUMP OF NOT MORE THAN 4 INCHES. 10) NO ADMIXTURES SHALL BE USED WITHOUT THE PERMISSION OF THE CITY ENGINEER. 1 1) 1/2" THICK EXPANSION JOINTS SHALL BE PLACED ON BOTH SIDES OF DRIVEWAY APPROACHES, CURB, GUTTER, AND SIDEWALK RETURN POINTS AND AT 20' ON CENTER. 12) WEAKENED PLANE JOINTS AT LEAST 1 1/2" DEEP SHALL BE PLACED AT THE CENTER OF DRIVEWAYS AND 20, ON CENTER. 13) 1 /4' DEEP SCORE MARKS SHALL BE PLACED AS DESCRIBED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY CITY ENGINEER. 14) NO CONCRETE SHALL BE PLACED UNTIL THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE HAS INSPECTED AND APPROVED FORMS OF SUBGRADE. 15) ALL EXPOSED EDGES SHALL BE ROUNDED WITH 1/2" RADIUS TOOL. 16) ALL SURFACES SHALL BE BROOM FINISHED UNLESS OTHERWISE NOTED. 17) CURBS, SIDEWALKS AND DRIVEWAY APPROACHES SHALL BE BACKFILLED WITHIN 7 DAYS AFTER PLACING CONCRETE. THIS SHALL INCLUDE ANT REQUIRED AC PATCHWORK. 18) FORM FACES SHALL NOT VARY FROM THE DIMENSIONS SHOWN BY MORE THAN .02 FEET. FORMS SHALL MEET GRADE. 19) UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS, CONCRETE SHALL BE CURED BY MEANS OF THE IMPERVIOUS MEMBRANE METHOD. 20) ALL SIDEWALK CONSTRUCTION ADJACENT TO CURB SHALL BE POURED MONOLITHIC WITH CURB UNLESS OTHERWISE APPROVED BY ENGINEER. 21) ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COMPLETED NO LATER THAN 5 DAYS AFTER INSTALLATION OF UTILITY. A MINIMUM OF 6" OF ASPHALT SHALL BE REMOVED ALONG THE GUTTER LIP FOR THE INSTALLATION OF FORMS. FOR CURB AND GUTTER INSTALLATIONS AC SHALL BE BROUGHT TO FINISH GRADE OF FORMS AND TRANSITIONED AS REQUIRED BY THE CITY ENGINEER. 22) ALL FACE ANGLE INSTALLATIONS IN RETURNS SHALL MATCH EXISTING RADIUS OF CURB. CONCRETE: 1) ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14. 2) CONTRACTOR SHALL VERIFY SITE CONDITIONS & ALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. 3) CEMENT SHALL CONFORM TO ASTM C150, TYPE II. 4) CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33. 5) ALL CONCRETE SHALL BE A 5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 6) ALL REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO ASTM A615 UNLESS OTHERWISE NOTED. SEE PLAN FOR SIZE AND PLACEMENT. 7) MINIMUM LAP SPLICE SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 8) MINIMUM BEND DIAMETER SHALL BE 6 BAR DIAMETERS UNLESS OTHERWISE NOTED. 9) MINIMUM REINFORCING COVERAGE IS 3" UNLESS OTHERWISE NOTED. 10) CONCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL AT DEPTH SHOWN. 1 1) BOTTOM OF ALL FOOTING TRENCHES SHALL BE CLEAN AND LEVEL. 12) ALL ANCHOR BOLTS & THREADED ROD SHALL BE ASTM F1554 GRADE 55 MINIMUM, UNLESS OTHERWISE NOTED: NEW: & WITHOUT SIGNIFICANT RUST. TOP 2 FEET & HARDWARE TO BE GALVANIZED PER ASTM A 123. 13) A 1/2" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS OTHERWISE NOTED. 14) REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. 15) ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY MOTORIZED VIBRATORY MEANS AND THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS AND INTO CORNERS OF FORMS. WELDING 1) ALL WELDS SHALL BE SHIELDED METAL ARC TYPE (SMAW), IN ACCORDANCE WITH THE "STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION", AWS D1.1, BY THE AMERICAN WELDING SOCIETY. 2) WELDING ROD SHALL BE E70XX, MINIMUM (70 KSI). 3) PERIODIC INSPECTION IS PERMITTED FOR THE FOLLOWING: - SINGLE PASS FIELD WELDS NOT EXCEEDING 5/16" 4) REMOVE ALL EXISTING CONDUCTORS AND GROUND WIRES FROM POLE PRIOR TO WELDING AND INSTALL NEW AFTER WELDING IS COMPLETE IN ACCORDANCE WITH STANDARD SPECIFICATION 86-2.04 (B) 5) WELDING TO BE PERFORMED BY AN AWS CERTIFIED WELDER FOR THE TYPE OF AND POSITION INDICATED. ALL WORK MUST BE IN CONFORMANCE WITH LATEST EDITION OF AISC & AWS D1.1. 6) GRIND SURFACES TO BE WELDED WITH A SILICON CARBIDE WHEEL PRIOR TO WELDING TO REMOVED ALL GALVANIZING WHICH MAY OTHERWISE BE CONSUMED IN THE WELD METAL. APPLY ANTI -SPATTER COMPOUND AFTER GRINDING. 7) WELDING TECHNIQUE MUST MINIMIZE TEMPERATURE RISE ON THE INSIDE SURFACE OF THE LIGHT POLE AND ALSO VOLATIZE ANY REMAINING ZINC WITHIN THE BASE METAL WITH MINIMUM SPATTER. USE AN E70 (LOW HYDROGEN) ELECTRODE. USE LARGEST DIAMETER ELECTRODE COMPATIBLE WITH WELDING POSITION AND MATERIAL THICKNESS. STRICTLY FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR STORAGE AND USE OF ELECTRODES. AVOID REMOVING ELECTRODES FROM MANUFACTURER'S PACKAGING UNTIL READY FOR IMMEDIATE USE. 8) WELDING MAY PRODUCE TOXIC FUMES. REFER TO ANSI STANDARD Z49.1 "SAFETY IN WELDING AND CUTTING" FOR PROPER PRECAUTIONS. 9) UPON COMPLETION OF WELDING, APPLY GALV-A-STICK ZINC COATING TO ALL UNPROTECTED SURFACES. APPLY A SECOND LAYER OF COLD GALVANIZING SPRAY COMPOUND CONTAINING A MINIMUM ZINC CONTENT OF 95%. APPLY A FINAL COAT OF COMPATIBLE PAINT TO MATCH SURROUNDING SURFACES. EXCEPTION - CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL WELDING (NOT LISTED ABOVE) UNLESS PERFORMED IN AN APPROVED FABRICATOR'S SHOP. STRUCTURAL NOTES FOUNDATION: 1) FOUNDATION SOIL STRATA IS NATIVE SOIL OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHEN APPLICABLE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE SOILS REPORT & THESE PLANS, THE SOILS REPORT SHALL GOVERN. SOILS REPORT: N/A WHEN NO SOILS REPORT IS AVAILABLE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL SOIL CONDITIONS ARE APPROPRIATE FOR THE CONSTRUCTION OF THIS PROPOSED PROJECT AS SHOWN WITHIN. SOIL DESIGN IS BASED ON CBC SOIL TYPE 5-CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, AND SANDY SILT (CL, ML, MH AND CH). IF MATERIALS OTHER THAN THOSE LISTED HEREIN ARE PRESENT, OR IF SOIL ENCOUNTERED IS OTHERWISE UNSUITABLE, A GEOTECHNICAL ENGINEER SHALL BE RETAINED FOR OBSERVATION AND RECOMMENDATIONS BEFORE PROCEEDING WITH CONSTRUCTION. AS A RESULT, INCREASED FOOTING DIAMETER AND/OR DEPTH MAY BE REQUIRED. 2) FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED SOIL STRATA, OR ENGINEERED FILL. 3) THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL. 4) CENTER FOOTINGS UNDER COLUMNS UNLESS OTHERWISE INDICATED. 5) OWNER/DEVELOPER AND APPROPRIATE SUBCONTRACTOR(S) ARE RESPONSIBLE FOR REVIEWING THE SOILS REPORT (IF APPLICABLE) PRIOR TO COMMENCING CONSTRUCTION. 6) THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE THAT CONSTRUCTION IS WITHIN ALL APPLICABLE SETBACKS AND EASEMENTS. 7) THE ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL BE CLEARED AND GRUBBED TO REMOVE SURFACE VEGETATION AS REQUIRED. 8) STOP FOUNDATION POUR 3 1/2" BELOW GRADE. PLACE FINISH CAP AFTER STANDARD IS SET AND PLUMBED. BUILD UP GROUT UNDER STANDARD BASE ON LOW SIDE (TYP.). 9) SURFACE OF FINISH CAP TO BE AT GRADE AND SLOPED TO MATCH EXISTING OR FUTURE SIDEWALK (TYP.). 10) ANCHOR BOLT SIZE AND LENGTH AS INDICATED (TYP.). 1 1) 4' SECTION OF ANCHOR BOLT BENT AT 90° RIGHT ANGLE (TYP.). 12) STANDARDS TO BE SET AT 1'-9" TO CENTER FROM BACK OF CURB UNLESS SHOWN OTHERWISE. DESIGN CRITERIA • DESIGN STANDARD: 2013 AASHTO-LTS6 • WIND SPEED: 85 MPH • WIND EXPOSURE: C • SOIL LATERAL BEARING VALUE: 1500 PSF SPECIAL INSPECTION • FIELD WELDING • CONCRETE PIER COMPRESSION TESTS • REINFORCING PLACEMENT GROUT: 1) HIGH -STRENGTH NON -SHRINK GROUT SHALL BE PROVIDED BY SAKRETE. 2) GROUT SHALL MEET OR EXCEED ASTM Cl 107 SPECIFICATIONS. 3) GROUT SHALL MEET THE PREPARATION/APPLICATION STANDARDS AS LISTED IN ACI 302.1 AND ACI 304.1 4) USE ONLY WHEN THE PRODUCT, AIR, AND SURFACE TEMPERATURE ARE ABOVE 40°F (4°C) FOR A MINIMUM OF 24 HOURS. 5) CLEAN AREA AND REMOVE ALL UNSOUND CONCRETE, GREASE, OIL, PAINT, AND ANY OTHER FOREIGN MATERIAL THAT WILL INHIBIT PERFORMANCE. 6) PRIOR TO GROUT PLACEMENT, ALL SURFACES MUST BE CLEAN AND SATURATED WITH WATER FOR 24 HOURS. REMOVE EXCESS WATER BRINGING IT TO A SURFACE SATURATED FRY CONDITION (SSD). 7) PROVIDE AIR RELIEF HOLES WHERE NECESSARY IF GROUTING IS BENEATH LARGE PLATES. 8) WOOD FORM WORK OR OTHER ABSORBENT FORMS SHOULD BE COATED WITH A FORM RELEASE OIL TO PREVENT GROUT ADHERENCE AND WATER ABSORPTION. 9) DESIGN FORM WORK TO FACILITATE RAPID, CONTINUOUS AND COMPLETE FILLING OF THE SPACE TO BE GROUTED. RODDING THE GROUT LIGHTLY WILL HELP MOVE MATERIAL. 10) USE METHODS THAT WILL ENABLE THE GROUT TO FLOW BY GRAVITY BETWEEN THE SURFACES AND KEEP THE GROUT IN FULL CONTACT WITH THESE SURFACES UNTIL IT HAS HARDENED. 1 1) AVOID VIBRATION WHICH CAN CAUSE BLEEDING AND SEGREGATION. SHUT DOWN NEARBY MACHINES FOR A MINIMUM OF 24 HOURS. 12) MINIMUM APPLICATION THICKNESS IS 1" (25mm) AND A MAXIMUM THICKNESS OF 4" (100mm). 13) FOR INSTALLATION WHERE ACIDS AND SULFATES ARE PRESENT, A PROTECTIVE COATING IS REQUIRED. PROTECT UNCOATED ALUMINUM FROM DIRECT CONTACT WITH PORTLAND CEMENT -BASED MATERIALS. 14) REFER TO: - ACI 351.1 R-99 REPORT ON GROUTING BETWEEN FOUNDATIONS AND BASES FOR SUPPORT EQUIPMENT AND MACHINERY - ACI 351.2R FOUNDATIONS FOR STATIC EQUIPMENT - ACI 306R COLD WEATHER CONCRETING - ACI 305R HOT WEATHER CONCRETING 15) ONLY MIX WITH CLEAN POTABLE WATER. THE WATER QUANTITIES SHOWN ARE APPROXIMATE AND MAY VARY SLIGHTLY WITH THE TYPE OF EQUIPMENT AND APPLICATION CONDITIONS. 16) WATER DEMAND AND MIX TEMPERATURE MUST BE DETERMINED USING STANDARD TEST METHODS FOR CONSISTENCY AND TEMPERATURE MEASUREMENT AT THE TIME OF APPLICATION. 17) PLACE 3/4 OF DESIRED MIXING WATER, START MIXER THEN SLOWLY ADD THE DRY MATERIAL. AFTER ALL OF THE POWDER HAS BEEN ADDED, SLOWLY ADD THE REMAINING 1 /4 WATER UNTIL THE DESIRED CONSISTENCY IS ACHIEVED. 18) AVOID ADDING EXCESSIVE AMOUNTS OF WATER THAT PROMOTES SEGREGATION OR BLEEDING OF THE GROUT. 19) MIX FOR 3-5 MINUTES TO ENSURE A UNIFORM LUMP FREE CONSISTENCY AND PLACE IMMEDIATELY. 20) SAKRETE NON -SHRINK CONSTRUCTION GROUT CAN BE EXPOSED UNDER NORMAL WEATHERING CONDITIONS. 21) FORMS MAY BE REMOVED AS SOON AS THE GROUT REACHES ITS FINAL SET. 22) PREVENT RAPID WATER LOSS BY COVERING THE EXPOSED GROUT SURFACES WITH WET BURLAP DURING THE FIRST 48 HOURS OR APPLY AN ACCEPTABLE WATER BASED CURE AND SEAL AGENT. 23) PROTECT FROM FREEZING FOR A MINIMUM OF 48 HOURS AFTER PLACEMENT. ACI 308 STANDARD PRACTICE FOR CURING CONCRETE. 24) AIR, MIX AND SUBSTRATE TEMPERATURES SHOULD BE BETWEEN 40OF (4°C) AND 90°F (32°C). - COLDER TEMPERATURES OR HIGHER HUMIDITY CONDITIONS WILL RETARD SET TIMES. - DO NOT USE IN APPLICATIONS OF HIGH DYNAMIC LOADING. - DO NOT RETEMPER GROUT BY ADDING WATER. - DO NOT USE A FLOOR TOPPING OR IN LARGE AREAS WITH AN EXPOSED SHOULDER AROUND BASE PLATES. 25) READ AND UNDERSTAND THE SAFETY DATA SHEET (SDS) BEFORE USING THIS PRODUCT. WARNING: WEAR PROTECTIVE CLOTHING AND EQUIPMENT. FOR EMERGENCY INFORMATION, CALL CHEMTREC AT 800-424-9300 OR 703-527-3887 (OUTSIDE USA). 7 NOTE: POLE PER PLAN TOTAL ANCHOR PROJECTION IS 2 5/8" (N) CONCRETE TO MATCH PLUS THE GROUT PAD THICKNESS THICKNESS OF (E), 3 1/2" (2) GALV HEX NUTS & (E) CONCRETE TO NEAREST (2) GALV FLAT SCORE JOINT TO REMAIN WASHERS PER BOLT B 1" MAX. HIGH STRENGTH NON Lu SHRINK GROUT 000 i Z O RACO 1/2"-1" BRONZE N w GROUND CLAMP OR EQUIVALENT, (4) TOTAL 0 3" MIN. U 2) 1 1/2" DIA. CONDUI U CLR. TYP —� "' / — ANCHOR BOLTS PER POLE SPEC, (4) TOTAL, SEE SHEET D-3 > 3 II II w ANCHOR PLATE PER POLE LU SPEC, SEE SHEET D-3 w Z �#4 tI= TIES @ 12" O.C. —� I I I I' (3) WITHIN TOP 5" I I III o C #6 REBAR VERT, (6) TOTAL 0 � L� A . LI II Il II z II II If II � ##=-' 4 co PIER BASE PLATE PER POLE MFG. BOLT CIRCLE PER POLE MFG GROUNDING PROVISION NUT RETAINER WELDED OPPOSITE HANDHOLE ON POLE WALL W/ 1/2" - 13NC SS SQ NUT & 3/4" LG SS HEX BOLT PIER 900 1 N 3" MIN. CLR.TYP 2'-6" DIA. A. NEW DRILLED PIER SECTION 3" MIN. CLR.TYF B. PLAN VIEW BASE PLATE C. PLAN VIEW PIER 450 D D D7 D. HOOK AND BENDS 90° 135° 1 D D b6 t� E. STIRRUP & TIES PIER FOUNDATION POLE PER PLAN HAND HOLE COVER VANDAL RESISTANT SCREW SAW CUT (E) SIDEWALK TO FLAG LINES ANCHOR BOLTS PER POLE SPEC, (4) TOTAL, SEE SHEET D-3 #4 TIES @ 12" O.C. (3) WITHIN TOP 5" #6 REBAR VERT, (6) TOTAL 2 1/2" MIN. TT D — } 1800 D=6d FOR #3 THRU #8 INSIDE BEND DIAMETER BAR SIZE D #3 1 1/2" #4 2" #5 2 1/2" D= 1/2" FOR #4 BARS D= 3/4" FOR #6 BARS \Ai POLE TYPE C(BOLTCIRLE) IW jWl JW2 W3 STEEL 11.00" DIA 9.22" 7.78" 6.34" 2" ANCHOR PLATE ANCHOR PLATE NOTE: WHERE BANNERS ARE USED ON THE POLE, INSTALL THIS BRACKET. L ANCHOR PLATE A36 ANCHOR BOLT DIAMETER + 0.06" 3 BANNERSAVER MAXIMUM BANNER SIZE SMALL UP TO 17.5 SQ. FT. MEDIUM UP TO 20 SQ. FT LARGE UP TO 23 SQ. FT EXTRA LARGE UP TO 30 SQ. FT BANNERSAVER PORT TYPE A (PIPE) C D DISCONNECT 2"± 1-1/2" 1 1/2" 3/4" RRU 2"± 1-1/2" 1 1/2" 3/4" SCHED. 40 STD PIPE TAPERED STEEL LIGHT POLE 1 /16" CHAMFER MIN I.S. & O.S. TYP U A 3/16 SCHED. 40 STD PIPE SECTION A -A TAPERED STEEL LIGHT POLE 1 /16" CHAMFER MIN I.S. & O.S. TYP U A 3/16 SCHED. 40 STD PIPE 2 TAPERED STEEL LIGHT POLE AT RRU: 1-1/2" SCHEDULE 40 STEEL PIPE CUT HOLE TO 1 /16" LARGER THAN NOMINAL PIPE DIA., TYP. AT LOAD CENTER 1-1 /2" SCHEDULE 40 STEEL PIPE NOTE: COLD SPRAY GALVANIZE AFTER WELDING ELEVATION 4 CABLE ACCESS AT POLE SN SLE verizonv VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 MO D U S MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BPM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK 'QRpFESSl pN"` �`�• �NmES B F C� (j): * NO. C64533 CIVIL��� = F of C�L,Fo IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT CUPERTINO 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 DETAILS D-2 REV 1, 10-6-20 11Lk' DETAIL 2 DETAIL 1 "R" 34' -3" NOMINAL 6.25" LUMINAIRE VSEE MOUNTING DETAIL 4 LUMINAIRE HEIGHT rr'T, ARM DATA SEE POLE DATA DESIGN CRITERIA: AASHTO 2013 DETAIL 5 WIND VELOCITY: DETAIL 6 100 MPH ❑ETAIL 7 DETAIL 8 8 , MATERIAL DATA FINISH DATA MIN. COMPONENT ASTM YIELD DESIGNATION (KSI) SYSTEM: GALVANIZED - NO AEROSOL REPAIR BASE COAT: HOT -DIP GALVANIZED TO ASTM A123 PRIME COAT: NONE FINISH COAT: NONE COLOR: NONE TAPERED TUBES A595 GR. A 55 BASE PLATE A572 GR.50 50 SIMPLEX PLATES A572 GR.50 50 GUSSETS A572 GR.50 50 LUM. CONN.BOLTS A325 --I A501,A513,A618 PIPE / TUBING A500 GR. B OR C 36 SPEC: F-544 ANCHOR BOLTS F1554 GR.55 55 HARDWARE COATING HOT DIP ZINC -- REMOVABLE POLE CAP f DETAIL I POLE CAP 8.00" NOMINAL STRAIGHT SECTION REFORMED TO 2.38" O.D. 20 8.00„ RISE DETAIL 2 1 LUMINAIRE ARM END 2.50" DIA. ACCES5 HOLE 0 31" 6.63" 4.63 25 25 1.00" 0.94" 1.50" 5.75" 5.aa" 2. 50 !I 7.63" 0.250" (3) -0 .63" X THICK 1.75" HEX GALVANIZING 25 GUSSETS CAP SCREWS DRAIN HOLE 00.38" 0.750" 1.000" DETAIL 3 LUMINAIRE ARM ATTACHMENT POLE DATA POLE TUBE POLE BASE ANCHOR BOLT ANCHOR PLATE LUMINAIRE ARM TUBE G}TY. BASE TOP GAUGE SQUARE BOLT THK. SLOT THREAD ARM GAUGE ARM RISE OIA. DIA LENGTH OR „ „S CIRCLE „M „Z DIA. LENGTH LENGTH W1 W2 W3 W4 BASE OR SPAN HEIGHT (IN) . (IN) (FT) THK . (IN) ,� �� Y (IN) (IN) (IN) (IN} (IN) (IN) (IN) (IN) (IN) DIA . THK . L R „ (IN) (IN) (IN) (IN) (FT) (FT) 7 8.00 3.80 30.00 7 11.50 11.00 1.00 1.38 X 1.94 1.25 42.00 10.00 7.78 6.75 1.88 10.50 4.68 11 15.33 4.75 C AT7 04/19/18 B ❑J7 03/07/18 A DJ7 03/06/18 DJ7 03/01/18 REV DRAWN BY -DATE FOUNDATION DJ7 04/19/18 RMVD POLE TOP CONN.SMASTIUPD FOR RECORD SOLD TO: VERIZON WIRELESS DJ7 03/07/18 UPD RADOME HEIGHT TO 5'-5"/AD❑ED RA❑OME CAP SHIP TO: SF CUPERTINO CUPER001 DJ7 03/06/18 ADDED POLE AND POLE TOP ASSEMBLY P.D. #: NNCA323040 DJ7 03/01/18 - - - - - - - - - - - - - - - AGENT: EPIC MARKETING CO, INC. CHECK BY -DATE DESCRIPTION PULE TUBE WALL COVER ATTACHMENT LUG - 7 GA. X 1" H.R.M.S. BAR 7 GA. RIM. ""NDHULE COVER GA, H,R.M.S. 0.25"X3" PAN HEAD MACHINE SCREW 0.50" MIN. 1.50" DETAIL 4 1 311x5" HANDHOLE ` 7. 0.50" NUT HOLDER FOR GROUNDING MELDED TO INTERIOR OF POLE SHAFT AT 1800 FROM HANDHOLE RIM. FASTENERS PROVIDED. 0.250" THICK H.R.M.S. HANDHOLE MOUNTING BAR 0.31"-18UNC X 2.00" HEX SOCKET FLAT HEAD SCREW - STAINLESS STEEL HANDHOLE COVER- 11 GA. H.R.M.S, W/COUNTERSUNK 2.25"0 HOLE i- 0. 280 T L POLE SHAFT WALL HANDHOLE RIM FORMED FROM PIPE SIZE TUBING. DETAIL 5 HANDHOLE ALL ANGLES MEASURED CLOCKWISE FROM HAND HOLE AS VIEWED FROM SMALL END OF POLE e3X5 HANDHOLE `�OB ODAS STREET LIGHT PROJECT CUPERTINO, CALIFORNIA TITLE SMALL CELL STRUCTURES gLUMINAIRE ARM ANCHOR BOLT HOLE SLOWER HANDHOLE RADIAL INDEX VALMONT INDUSTRIES, INC. RESERVES THE RIGHT TO INSTALL VARIOUS, ENGINEER APPROVED, MATERIAL HANGING ACCOMMODATIONS TO FACILITATE THE MANUFACTURING PROCESS. n MI, Y I S il POLE BASE / ❑IA. +0.06" 1.50" RADIUS Z DETAIL 67 POLE BASE DI A. (4) -ANCHOR BOLTS WITH (4) HEX NUTS AND (4) WASHERS THREAD PER BOLT WITH THREADED END LENGTH LENGTH GALVANIZED AT LEAST 12.00" ANCHOR PLATE DETAIL 7 ANCHOR BOLT W3 W1 �0.500" W2 „Y„ 1 W4 W1 W2 I I 1 ANCHOR BOLT w3 DIAMETER + 0.06" DETAIL 8 ANCHOR PLATE ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE USER'S MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE OR BOLT LOOSENING. THE VALMONT WARRANTY SPECIFICALLY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION, HARMONIC OSCILLATION DR RESONANCE ASSOCIATE❑ WITH MOVEMENT OF AIR CURRENTS AROUND THE PRODUCT. VIBRATION DISCLAIMER Valley,NE 68064 i402) 359-2201 ORDER NUMBER: 377953-P1 PAGE NUMBER: 1 OF 2 DRAWING NUMBER TEV CA37795�P verizonN/ VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 m r I MO D U S MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BPM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT CUPERTINO 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 POLE SPECS D-3 ELECTRICAL NOTES 1. GENERAL REQUIREMENTS A. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND ALL STATE AND LOCAL CODES. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUED AS TO PERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OF THESE CODES. SHOULD CHANGES BE NECESSARY IN THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESE REQUIREMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT B. THE CONTRACTOR SHALL MAKE A SITE VISIT PRIOR TO BIDDING AND CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON DISCOVERY OF ANY DISCREPANCIES. THE CONTRACTOR ASSUMES ALL LIABILITY FOR FAILURE TO COMPLY WITH THIS PROVISION. C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, SCHEDULES, AND SPECIFICATIONS AND IS SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT. THE WORK SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES NECESSARY FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ALL ELECTRICAL WORK NOT MENTIONED OR SHOWN WHICH ARE NECESSARY FOR SUCCESSFUL OPERATION OF ALL SYSTEMS. D. THE CONTRACTOR SHALL PREPARE A BID FOR A COMPLETE AND OPERATIONAL SYSTEM, WHICH INCLUDES THE COST FOR MATERIAL AND LABOR. E. WORKMANSHIP AND NEAT APPEARANCE SHALL BE AS IMPORTANT AS THE OPERATION. DEFECTIVE OR DAMAGED MATERIALS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE IN A MANNER ACCEPTABLE TO OWNER AND ENGINEER. F. COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE PROGRESS OF THE WORK WILL PERMIT. G. ANY ERROR, OMISSION OR DESIGN DISCREPANCY ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION OR CORRECTION BEFORE CONSTRUCTION. H. "PROVIDE" INDICATES THAT ALL ITEMS ARE TO BE FURNISHED, INSTALLED AND CONNECTED IN PLACE. I. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES. 2. EQUIPMENT LOCATION A. ALL DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED LOCATIONS OR ARRANGEMENTS OF CONDUIT RUNS, OUTLETS, EQUIPMENT, ETC., AND ARE TO BE FOLLOWED AS CLOSELY AS POSSIBLE. PROPER JUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF STRUCTURE CONDITIONS ENCOUNTERED. B. IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO FIELD CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST, PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO THE SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED. C. COORDINATE THE WORK OF THE SECTION WITH THAT OF ALL OTHER TRADES. WHERE CONFLICTS OCCUR, CONSULT WITH THE PERSPECTIVE CONTRACTOR AND COME TO AGREEMENT AS TO CHANGES NECESSARY. OBTAIN WRITTEN ACCEPTANCE FROM ENGINEER FOR THE PROPOSED CHANGES BEFORE PROCEEDING. 3. TESTS A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL INSURE THAT ALL EQUIPMENT, SYSTEMS, FIXTURES, ETC., ARE WORKING SATISFACTORILY AND TO THE INTENT OF THE DRAWINGS. 4. PERMITS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING OUT AND PAYING FOR ALL THE REQUIRED PERMITS, INSPECTION AND EXAMINATION WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 5. GROUNDING A. THE CONTRACTOR SHALL PROVIDE A COMPLETE, AND APPROVED GROUNDING SYSTEM INCLUDING ELECTRODES. ELECTRODE CONDUCTOR, BONDING CONDUCTORS, AND EQUIPMENT CONDUCTORS AS REQUIRED BY ARTICLE 250 OF NATIONAL ELECTRICAL CODE. B. CONDUITS CONNECTED TO EQUIPMENT AND DEVICES SHALL BE METALLICALLY JOINED TOGETHER TO PROVIDE EFFECTIVE ELECTRICAL CONTINUITY. C. FEEDERS AND BRANCH CIRCUIT WIRING INSTALLED IN A NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZED GROUNDING CONDUCTOR HAVING GREEN INSULATION. THE GROUND CONDUCTOR SHALL BE PROPERLY CONNECTED AT BOTH ENDS TO MAINTAIN ELECTRICAL CONTINUITY. D. REFER TO GROUND BUS DETAILS. PROVIDE NEW GROUND SYSTEM COMPLETE WITH CONDUCTORS, GROUND ROD AND DESCRIBED TERMINATIONS. E. ALL GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2 UNLESS NOTED OTHERWISE. F. ALL NON -DIRECT BURIED TELEPHONE EQUIPMENT GROUND CONDUCTORS SHALL BE #2 STRANDED, THHN (GREEN) INSULATION. G. ALL GROUND CONNECTIONS SHALL BE MADE WITH "HYGROUND" COMPRESSION SYSTEM BURNDY CONNECTORS EXCEPT WHERE NOTED OTHERWISE. H. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED. I. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FUTURE INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT TEST REPORTS AND FURNISH TO VERIZON ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK". 6. UTILITY SERVICE A. TELEPHONE AND ELECTRICAL METERING FACILITIES SHALL CONFORM TO THE REQUIREMENTS OF THE SERVING UTILITY COMPANIES. CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND REQUIREMENTS. SERVICE INFORMATION WILL BE FURNISHED BY THE SERVING UTILITIES. B. CONFORM TO ALL REQUIREMENTS OF THE SERVING UTILITY COMPANIES. 7. PRODUCTS A. ALL MATERIALS SHALL BE NEW, CONFORMING WITH THE NEC, ANSI, NEMA, AND THEY SHALL BE U.L. LISTED AND LABELED. B. CONDUIT: B. 1. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR, RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1 /2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. B.2. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. B.3. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE. SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. B.4. ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40 (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW GRADE. B.5. ALL CONDUIT ONLY (C.O.) SHALL HAVE PULL ROPE. C. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT, #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. CONDUCTORS # 10 AWG AND SMALLER SHALL BE SOLID. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED. TYPE THHN INSULATION USED UNLESS CONDUCTORS INSTALLED IN CONDUIT EXPOSED TO WEATHER, IN WHICH CASE TYPE THWN INSULATION SHALL BE USED. D. PROVIDE GALVANIZED COATED STEEL BOXES AND ACCESSORIES SIZED PER CODE TO ACCOMMODATE ALL DEVICES AND WIRING. E. TOGGLE SWITCHES SHALL BE 20 AMP, 120 VOLT AC, SPECIFICATION GRADE WHITE (UNLESS NOTED OTHERWISE) FINISH. MOUNT SWITCHES AT +48" ABOVE FINISHED FLOOR. F. PANELBOARD SHALL BE DEAD FRONT SAFETY TYPE WITH ANTI -BURN SOLDERLESS COMPRESSION APPROVED FOR COPPER CONDUCTORS, COPPER BUS BARS, FULL SIZED NEUTRAL BUS, GROUND BUS AND EQUIPPED WITH QUICK -MAKE QUICK -BREAK BOLT -IN TYPE THERMAL MAGNETIC CIRCUIT BREAKERS. MOUNT TOP OF THE PANELBOARD AT 6'-3" ABOVE FINISHED FLOOR. PROVIDE TYPEWRITTEN CIRCUIT DIRECTORY. G. ALL CIRCUIT BREAKERS, MAGNETIC STARTERS AND OTHER ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED. H. GROUND RODS SHALL BE COPPER CLAD STEEL, 5/8" ROUND AND 10' LONG. COPPERWELD OR APPROVED EQUAL. I. CONDUIT REQUIREMENTS (TYP., U.N.O.): UNDERGROUND: PVC (SCHED 40 OR 80), INDOOR: EMT (RGS IN TRAFFIC AREAS, OUTDOOR (ABOVE GRADE): RGS. J. PLACE "TRUE TAPE" AND PULL ROPE IN THE CONDUITS AS REQUIRED. 8. INSTALLATION A. PROVIDE SUPPORTING DEVICES FOR ALL ELECTRICAL EQUIPMENT, FIXTURES, BOXES, PANEL, ETC., EQUIPMENT SHALL BE BRACED TO WITHSTAND HORIZONTAL FORCES IN ACCORDANCE WITH STATE AND LOCAL CODE REQUIREMENTS. PROVIDE PRIOR ALIGNMENT AND LEVELING OF ALL DEVICES AND FIXTURES. 9. PROJECT CLOSEOUT A. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. B. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. GENERAL ABBREVIATIONS A AMPERE MFR MANUFACTURER ACCA ANTENNA CABLE COVER MIN MINIMUM ASSEMBLY MLO MAIN LUGS ONLY AIC AMPERE INTERRUPTING MTD MOUNTED CAPACITY MTG MOUNTING APPROX APPROXIMATELY MTS MANUAL TRANSFER SWITCH AT AMPERE TRIP N NEUTRAL AWG AMERICAN WIRE GAGE (N) NEW BATT BATTERY NEMA NATIONAL ELECTRICAL BD BOARD MANUFACTURERS ASSOC. BR BRANCH OH OVERHEAD BRKR BREAKER P POLE BTCW BARE TINNED COPPER WIRE PCs PERSONAL BTS BASE TRANSMISSION SYSTEM COMMUNICATION SYSTEM C CONDUIT PH PHASE CAB CABINET PNLBD PANELBOARD CB CIRCUIT BREAKER PPC POWER PROTECTION CABINET CKT CIRCUIT PRC PRIMARY RADIO CABINET CONT CONTINUOUS PRI PRIMARY DEM DEMAND PWR POWER (E) EXISTING RCPT RECEPTACLE EGR EMERGENCY GEN. RECEPTACLE RGS RIGID GALVANIZED STEEL ELEC ELECTRICAL SAF SAFETY EMT ELECTRICAL METALLIC TUBING SDBC SOFT DRAWN BARE COPPER ENCL ENCLOSURE SEC SECONDARY EXIST EXISTING S.N. SOLID NEUTRAL FAC FACTOR SURF SURFACE F/A FIRE ALARM SW SWITCH FLUOR FLUORESCENT TEL TELEPHONE FT FOOT/FEET TYP TYPICAL FU FUSE U/G UNDERGROUND G GROUND U.L. UNDERWRITER'S LABORATORY GEN GENERATOR INC. GFCI GROUND FAULT CIRCUIT U.N.O. UNLESS NOTED OTHERWISE INTERRUPTER V VOLT GND GROUNDING VAC VOLT ALTERNATING CURRENT GPS GLOBAL POSITIONING SYSTEM W WATT OR WIRE GR GROWTH W/ WITH HDBC HARD DRAWN COPPER WIRE W/O WITHOUT HPS HIGH PRESSURE SODIUM XFER TRANSFER LG LENGTH XFMR TRANSFORMER LPS LOW PRESSURE SODIUM XLPE CROSS-LINK POLYETHYLENE MAX MAXIMUM MECH MECHANICAL ELECTRICAL LEGEND OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER OHT OVERHEAD TELEPHONE LINE OHP OVERHEAD POWER LINE E POWER RUN T TELCO RUN E/T POWER/TELCO RUN G GROUND LINE —a= FUSE, SIZE AND TYPE AS INDICATED. LIGHTING FIXTURE 5/8" X 10'-0" ,CU. GND ROD 24" MIN. BELOW GRADE. MECHANICAL CONNECTION fL CIRCUIT BREAKER verizonN/ VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 m MODUS MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BPM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK �`�• MA S B F y=� * NO. C64533 CIVIL��� = F .oFC�L;Fo IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT CUPERTINO 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 ELECTRICAL GENERAL NOTES E-1 REV 1, 10-6-20 NOTES: 1. GROUND ROD: UL LISTED COPPER CLAD STEEL. MINIMUM 5/8" DIAMETER x 10'-0" LONG. ALL GROUND RODS MAY BE INSTALLED WITH INSPECTION SLEEVES. GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF GROUND CONDUCTOR. 2. CELL REFERENCE GROUND BAR: POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT FRAMES. ALL BONDS ARE MADE WITH GREEN INSULATED COPPER CONDUCTORS, SIZED AS SHOWN. BOND TO GROUND ROD AS SHOWN IN THE GROUNDING SCHEMATIC. 3. EXTERIOR UNIT BONDS: METALLIC OBJECTS SHALL BE BONDED TO THE EXTERIOR GROUND ROD. 4. PROVIDE ALL ELECTRICAL WORK & MATERIALS AS SHOWN ON THE DWGS, AS CALLED FOR HEREIN, & AS IS NECESSARY TO FURNISH A COMPLETE INSTALLATION. 5. OUTDOOR EQUIPMENT SHALL BE RATED NEMA 3R AND/OR UL LISTED FOR WET ENVIRONMENT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING THE GROUNDING SYSTEM AND ENSURING A 5 OHM OR LESS GROUNDING PATH. ADDITIONAL GROUND RODS AND/OR CHEMICAL ROD SYSTEM SHALL BE USED IF THE GIVEN DESIGN CANNOT BE MADE TO ACHIEVE THIS REQUIREMENT. STREET LIGHT PULL BOX a CITY SERVICE CONDUCTORS TO SERVICE POINT (N) WATERPRO—, CONNECTION W/ 72" OF CONDUCTOR SLACK LEGEND FIBER LINE(S) FIBER POWER RUN E GROUND WIRE(S) G COAX CABLE A FUSE & FUSE HOLDER, SIZE AND TYPE AS INDICATED. ��Illi GROUND ROD City electric conductors and carrier fiber/electric conductors to be in separate conduit from str light to splice boxes. See note for ground in det 1. STREET LIGHT SINGLE LINE DIAGRAM F (N) 2 #10 WIRES (N) 30A FUSE AT MID -POINT OF 48" CONDUCTOR SLACK IN PULLBOX E E E E E E (N) STREET LIGHT l0A FUSE AT MID -POINT OF 48" CONDUCTOR SLACK IN PULLBOX (N) STREET LIGHT CONDUCTORS 2#10 (N) (2) TWIN DIPLEXERS (N) (4) 1 /4" COAX CABLES FROM RADIOS TO TWIN DIPLEXERS 6701 6701 FIBER (N) CONDUCTORS 1 E-2 (N) EQUIPMENT L—� E LUMINAIRE QQQ RRUS 32 Q QQQ Q (N) (1) FIBER JUMPERS TO � ujaf COLD Em `L I w co FEED EACH ANTENNA/RADIO RRUS 32 Doof m„ ry LL m U_ I I LU m U_ FUTURE FIBER AND CONDUIT UNDER `L m w SEPARATE PERMIT U Lco U_ IE FI BBERR CIE FI BBE RR CIE FI BBE RR CIE FI BBERR FIBEI-F FIBER 11X17 BOX (UNDER SEPARATE PERMIT) FIBER FIBER FIBER FIBER FIBER POC FIBER FIBER FIBER FIBER FIBER FIBER/COAX DIAGRAM (N) STREET LIGHT CONDUCTORS 2#10 (N) (4) 1 /4" COAX CABLES FROM TWIN DIPLEXERS TO ANTENNA (N) (4) 1 /4" COAX CABLES FROM RADIO TO TWIN DIPLEXERS (N) (2) FIBER JUMPERS TO FEED 3 If carrier ground to be connected to ground rod in city box, then carrier ground line to be labeled. 4 CANISTER ANTENNA D-1 (N) (4) #12 WIRES & )3 (2) #12 GROUND (N) 68A SMART METER (4) WIRE RECEPTICLE (N) TERMINAL BLOCK SPLICE/ CONNECTION (N) #10 WIRE FROM RECEPTACLE TO DISCONNECT SEE STREET LIGHT SINGLE LINE DIAGRAM (N) STREET LIGHT 10A FUSE (N) 30A FUSE (E) CITY SERVICE POINT SEE CIRCUIT DIAGRAM 0__ E E CITY SERVICE CONDUCTORS NOTE: CONDUIT FILL CALCULATIONS REQUIRED 1.5" Q CONDUIT CONTACT ENGINEER IF SMALLER 2 ELECTRICAL AND GROUNDING DIAGRAM E 6 5G ANTENNA D-1 E - - I I E U, Iw L — — — — —— — — — — — - �I LUMII ......_ (N) STREET LIGHT CONDUCTORS w(D 2# 10 & 1 #8 GND I I �w w o � I SHROUD i 6701 6701 caw I I w._ (N) (4) #14 WIRES (N) (2) GROUND #12 WIRES (N) #8 GROUND FROM ANTENNA TO BE CONNECTED AT GROUND BAR IN DISCONNECT SWITCH PER CEC 250.94 AND 800.100(B)(2) (N) (2) #10 WIRES (N) #10 WIRE FROM TERMINAL BLOCK TO DISCONNECT (N) (3) WAGO SPLICE CONNECTORS INSIDE DISCONNECT (N) (2) #10 WIRES & (1) #10 GROUND TO WAGO SPLICERS (N) DISCONNECT (N) (2) #10 WIRES (2) #10 TO STREET LIGHT CONDUCTORS (N) #8 GND STREET LIGHT (1V) ttU VRVUIVLI I V UL U\ /IVLJLU IJ GROUND ROD IN STREET LIGHT PULL BOX c� STREET LIGHT PULL BOX (N) 5/8" DIA.x10' GROUND ROD PER N.E.C. ARTICLE 250 verizon% VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 MODUS MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BPM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 05/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK 'QRpF ASS SON �`�• �N,MES B F * NO. C64533 CIVIL��� = F .OF CA\-\Fo IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT CUPERTINO 087 (BACK OF) 101 1 1 PARISH PL CUPERTINO, CA 95014 ELECTRICAL SINGLE -LINE AND GROUNDING DIAGRAM E-2 1 REV 17 10-6-20 Conduit Fill Calculation - 2" PVC with MaxCell 2-cell 3 1 /8" Conduit Inside Diameter (I.D.): 2 iin. (N) 68A PG&E TRANSFORMER RATED METER (FURNISHEDHED & verizonN/ Total Inside Area, (T[j4�D? (�[%4)(2)2 = 3.14 in-" INSTALLED BY PG&E) Allowable fill at 40% (Per CEQ: (3.14)4.4 1.216 in.r A A 1.5" PVC Calculated Fill: 2M Area fin.') QV, TotalAreafin.21 4 0.2176 VERIZON WIRELESS co 00 Fiber' 12F 0-ow Use City of Cupertino std trench and 00 2785 MITCHELL DRIVE, SUITE 9 surface restoration detail 4-24. DUAL IN -LINE FUSE HOLDER Power: N10 0.0243 2 0,0486 ELEVATION WALNUT CREEK, CA Ground: #8 0.0437 1 0.0437 94598 3.06"O Streetlight Power"- #8 0.0437 2 0.0874 NICKLE PLATED BRASS PIN TOP VIEW WHITE COLOR o o X COPPER COLOR Streetlight Ground: #8 0.0437 2 0,0874 0 W Y O Total: 0,4847 PLUNGER SWITCH o o Z o BRASS PIN BRASS PIN NICKLE PLATED N Total calculated fill is less than 40% allowable COPPER COLOR WHITE COLOR MO D U S SIDE VIEW All power and ,ground conductors Type THW • "WORST CASTE SIZE OR QUANTITY SHOWNCONSERVATIVELY, SEE PLANS FOR ACTUAL SIZE. % QUANTITY REQUIRED PLAN 4-PIN SOCKET MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA NOT USED 12 FUSE HOLDER 9 CONDUIT FILL 6 SMART METER 3 94108 ERICSSION PSU AC 08 DRAWN BY: APE DIMENSIONS: 2.72" TALL x 10.79" WIDE x 7.09" DEEP CHECKED BY: BPM WEIGHT: 11.46 Ibs` APPROVED BY: LJB PHOTOCELL TABLE PHOTOCELL THE PSU IS REQUIRED TO OPERATE THE RRUS ON AC. IF THE RRUS IS INSTALLED OUTDOORS, THE ACCU IS ALSO REQUIRED, OTHERWISE THE ACCU IS OPTIONAL. THE EQUIPMENT FOR AC POWER SUPPLY IS uETU POLE ID CIRCUIT # REQUIRED SHOWN FIGURE 1 REV DATE DESCRIPTION (YES/NO) R I Series 0 04/03/20 100%CD 19513 1 NO YES RSW-IH LED Street Lumina ire- Small 19515 1 NO 1 05/29/20 100% CD PLAN CHECK Prc&ckDeacripum ..�� GROUNDING 4BI.) r w z 2 09/22/20 100%CD PLAN CHECK MATING CONNECTOR ON METER -heCreeaRSWSeries, -iti.izingWwveMaz4Techro.ocy.wi.l.transformthewar_iti.itiesand ' INTERFACE K HUBBELL HBL2451 municipa.itim. light their residential streets. With thefirst viable LED streetlight at werm CCL1he RSW � SERNCE HUBBELL HBt2456 Series deturf-, Jp 10 127 LPW, enhanced visual comfort wish reduced glare and high color oorkrast w 2 Resubmit to indicate that photocell is required; leading toimpraidvrcraltilLjniratienusing Lessenergy.-he RSWSerksprwideswarm,inritingdark skyfriendF, .fighting tl•ai rnakr gccd ecanamic mrkw t: applies for all new poles. Applications: Raadw3y-LacaVCo.lector �t o Dltconnett Y f121N Red; -- Swi[h Enc.bsurc Note:lt(LI) and Y(L2lNf conductors from the enclowre to be connected to We diu[}nnLYt 3wiTrh 4Y Y[•npor 'J�erformanae5umenaeg P n LJt&nmCreeWweMa:c' Techrokogy NEMA• photocell Receptacle location Assernhled in the USA. of LIS. and imported parts 20.7- AC POWER INTERFACE EHliucy: Up io 127 LPW 1625mmM CT li)v:SA 0th Minimum 70 CRI 13MOK, 4MOK & 50WKI: �7O CRI 17700K• 3000K, 4DOOK & 5000KI 5-0- PSU oo 02,5rnnal 41111110 + CCT; 2703K 3DOOK,ADWK,50WK Lleried Warrawty; : 10 years OO Qa + s— eh�M.ycrgee...,a,..a.:rar� itr,.a.r.:q l.•rra LOAD INSIDE SrtARTPOLE tun to 100A) o Accessories 4-r ACLU 124.4mm1 Fio.a-ItstalLod Bx.:t r-[orarDLShwaid Mr! Guard FIGURE 1 Fsw.sR1�kr Prwides t mou drigtaighi :u.:d' •eRoF ass i'pN PHOTOCELL TABLE 1 1 CAD PSU AC08 5 RECEPTACLE WIRING DIAGRAM 2 q Utility Label Local iDr taJ _ M — TESCO DISCONNECT BOX WITH CT AND METER SOCKET - N0. C64533 70 \ 1 /2" STAINLESS STEEL w �,• 0 LIGHT POLE / COLOR: GRAY I BANDS 0Ahibs131tag] DIMENSIONS: 20.5" TALL x 8.75" WIDE x 4.25" DEEP = q CIVIL '• � •= -aswlLsSAl ya+ccry.lna91 TOTAL WEIGHT: ,,,,,,•'' Qf Orderingllml�ilt lnfor0 OF CA\-,� STEEL MOUNT \ Ezamp14:R9ryS�HT-2AIE-3L�2 h&UL.G'-N PHASE.: 3-WIRE „ VOLTAGE: 120/240 BRACKET AND L �J raves A VT 3ME 5L, 4OK7 uL eY N o c o AMPACITY: 60 MAX PLATE Pmwt vusim munting optic LUMM CUT/cm 'rOURp ' " UtilityL�nO-ftmptacla opwris BOLT GRND. 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE Packap—ROD CLAMP SPLICER CLAMP CLAMPS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS Irsrfs ® ter 21.61 3L 27KB 5Y N Lallk.7 Lab4t:ad MEOW D"YQUO FkWAd1ust2ti4eLapm THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED Small horaorial typal; �g 3370Ltrcrc 2"Mrk MC�1 Jrwer. l 0 4-Fn WramcaaRaoapwLa MuRmW-tCl,. CO, GC,rr01 N 75/1.25 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT DISCONNECT T:nDr swe sL MOM 3o2TY Fxcrn.twauaa3alatalper L'ifrrsuiNurw+g:lu•-an Sl13oLtrcra ]DOW MCg1 AW CIUAS aqusNICY a 1- TOP VIEW 3NE• IMB 3pin roc:peach par rdad: w:L-ages 1:bi hr sx-." willwaum I ]DOW WC91 ALL' CI &V s:iecled - Fa:ury cmrrccud a- I OW War w pagas 5 S 6 Ix paver and J m La:as LLm:r w lu. 1 /2" STAINLESS 4M PhaW-C1j xldsrffnn9c2P xfqltt Lacked Lumrar®Lapm TOP VIEW SWDK MS?1 tT�rttars . Nus UW.1X3,xa XXI STEEL BANDS s Lmar:uipu:tspan-arandr. 4.25" 8.75" LIGHT POLE GWDK JWRI Locradmrtesaurt?sarlaa4d 5oK9 ra, d :w:taga I:b:1 Ixs.-L:ry s:tGtlhd <ktz� STEEL MOUNT SMIK MCM ILr'ar Lauans5851xpawraM C O P E RTI N O 087 BRACKET AND L m:ryalvalu PLATE •'"'''"'"'' `"`'°'"+"d"' "`"�"'''''�"ieLr�"'�YI"'i��.�"I �r, 2 HOLE LUG CAST "T" SPLICER 1 BOLT PARALLEL SHUTDOWN ••L—Pn .lea:b..d.-!h"PF_Ilil_--I'[L.'Aawrydpsnl19m=t-a,icpae.aailan.Filar!_I-of.a.,H.�L.m•l.GluFv.p.eI.t--,-d s. CV _ CLAMP ,o N PG&E SMART STEEL MOUNT °' METER (BACK OF) 101 1 1 PARISH PL BRACKET AND PLATE _ _ _ _ �,! j l w_R@b;-_V1201113,rzo'g coEATON DISCONNECT C U P ERTI N O, CA 95014 EE ,y •,t,�r Lq BOX DG222NRB LO � o 1 /2" STAINLESS STEEL BANDS 0.375 le 1 1/2"STD PIPE- ► ' ELECTRICAL DETAILS DISCONNECT NIPPLE 1 /2" THREAD SIGNAGE PER SEALING 7/D-2 TAPE 1 BOLT PARALLEL FRONT VIEW SIDE VIEW SIDE VIEW FRONT VIEW PIPE CLOAMP CLAMP LT UNIVERSALPIPE E CLAMPS E-3 DISCONNECT MOUNTING 10 LUMINAIRE SPECS 7 DISCONNECT 4 MECHANICAL CONNECTION 1 REV 1, 10-6-20 Encroachment Agreement - 10111 Parish PI. - CUPER 087 Final Audit Report Created: 2020-11-24 By: Araceli Alejandre (aracelia@cupertino.org) Status: Signed Transaction ID: CBJCHBCAABAAwvBN2PnkCmvaZeUROWIWsFpOx3DaAfXq 2020-12-01 "Encroachment Agreement - 10111 Parish PI. - CUPER 087" His tory Document created by Araceli Alejandre (aracelia@cupertino.org) 2020-11-24 - 4:25:21 PM GMT- IP address: 73.170.27.253 Document emailed to Heather M. Minner (minner@smwlaw.com) for signature 2020-11-24 - 4:27:23 PM GMT Email viewed by Heather M. Minner (minner@smwlaw.com) 2020-11-30 - 9:14:51 PM GMT- IP address: 52.39.49.65 &0 Document e-signed by Heather M. Minner (minner@smwlaw.com) Signature Date: 2020-11-30 - 10:53:36 PM GMT - Time Source: server- IP address: 52.39.49.65 Icy Document emailed to Chad Mosley (chadm@cupertino.org) for signature 2020-11-30 - 10:53:39 PM GMT Email viewed by Chad Mosley (chadm@cupertino.org) 2020-11-30 - 11:23:29 PM GMT- IP address: 104.47.73.126 Document e-signed by Chad Mosley (chadm@cupertino.org) Signature Date: 2020-11-30 - 11:23:51 PM GMT - Time Source: server- IP address: 67.164.60.110 Document emailed to Kirsten Squarcia (kirstens@cupertino.org) for signature 2020-11-30 - 11:23:53 PM GMT Email viewed by Kirsten Squarcia (kirstens@cupertino.org) 2020-12-01 - 4:00:22 AM GMT- IP address: 104.47.46.254 &0 Document e-signed by Kirsten Squarcia (kirstens@cupertino.org) Signature Date: 2020-12-01 - 4:00:32 AM GMT - Time Source: server- IP address: 148.64.105.190 i Addobeote Slgl'1 c�rerrrinv Agreement completed. 2020-12-01 - 4:00:32 AM GMT FMIdi Adobe Ob2 Slgl'1 CVrLR INO