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21-182 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, 20975 Valley Green DriveHeather M. Minner Heather M. Minner City Engineer Chad Mosley Kirsten Squarcia City Dec 8, 2020 Attachment 1 Licensed Area See attached. T-1 TITLE SHEET DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK SITE ID: SITE TYPE: POLE #: COUNTY: PSLC: CUPERTINO_CUPER020 LIGHT POLE 5800 SANTA CLARA 417714 CUPERTINO_CUPER020 (NEAR) 20975 VALLEY GREEN DR CUPERTINO, CA 95014 SITE INFORMATIONVICINITY MAPPOLE PHOTO N DRAWING INDEX T-1 SHEET NO. TITLE SHEET T-2 GENERAL NOTES A-1 SITE PLAN & ENLARGED SITE PLAN A-3 A-4 ELEVATIONS CIRCUIT DIAGRAM D-1 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 SHEET TITLE 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 11B, SECTION 1103B. SURVEY PROJECT TEAM PROJECT DESCRIPTION D-2 DETAILS VERIZON WIRELESS PROPOSES TO INSTALL A NEW WIRELESS COMMUNICATION SITE ON A LIGHT POLE IN THE PUBLIC RIGHT-OF-WAY. SCOPE: ·INSTALL (1) 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 ·INSTALL NEW POLE AND FOUNDATION TO REPLACE EXISTING 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. CALL 811 BEFORE YOU DIG IT'S THE LAW MODUS PROJECT MANAGER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM CONSTRUCTION/IMPLEMENTATION MANAGER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM A&E PROJECT MANAGER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM APPLICANT: VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 CONTACT: CHRIS MOLLER PHONE: (925) 339.2778 EMAIL: CHRIS.MOLLER@VERIZONWIRELESS.COM LAND USE PLANNER: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM SITE ACQUISITION: MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 PHONE: (415) 989.1102 EMAIL: VERIZONPOLYGONTEAM@MODUS-CORP.COM D-3 POLE SPECS C-1 A-2 ELEVATIONS 20975 VALLEY GREEN DRIVESITE SITE ADDRESS: OWNER: APPLICANT: LATITUDE: LONGITUDE: COUNTY: ASSESSORS PARCEL NUMBER: ZONING: ELEVATION: CITY OF CUPERTINO 10300 TORRE AVE CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 37.33321 NAD83 -122.0414 NAD83 SANTA CLARA PUBLIC RIGHT OF WAY NEAR 326-09-041 CITY OF CUPERTINO 238.83' AMSL (NEAR) 20975 VALLEY GREEN DR CUPERTINO, CA 95014 E-1 ELECTRICAL GENERAL NOTES E-2 ONE-LINE DIAGRAM & GROUNDING SCHEMATIC E-3 ELECTRICAL DETAILS D-4 CITY STANDARD DETAILS DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK T-2 GENERAL NOTES GENERAL CONSTRUCTION NOTES APPLICABLE CODES, REGULATIONS AND STANDARDS: 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. 90° 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 90° 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. W ALTERNATE COLUMN L 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 GENERAL 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. A.B. ABV. ADD'L ACCA A.F.F. A.F.G. AGL ALUM ALT. AMSL ANT. APPRX. ARCH. AWG. BLDG. BLK. BLKG BM. B.N. BN CAB. BTCW. B.O. B.O.F. CANT. C.I.P. CLG. CLR. COL. CONC. CONN. CONST. CONT. dDBL. DEPT. D.F. DIA. DIAG. DIM. DWG. DWL. EA. EL. ELEC. ELEV. EMT. E.N. ENG. EQ. EXP. EXST.(E) EXT. FAB. GPS GLB. (GLU-LAM) G.F.I. GI. GA.G. FTG. FT.(') F.S. F.O.W. F.O.S. F.O.M. F.O.C. FDN.FLR. FIN. F.G. F.F. ANCHOR BOLT ABOVE ANTENNA CABLE COVER ASSEMBLY ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND LEVEL ALUMINUM ABOVE SEA LEVEL ANTENNA APPROXIMATE(LY) ARCHITECT(URAL) AMERICAN WIRE GAUGE BUILDING BLOCK BLOCKING BEAMBOUNDARY NAILING BACK-UP CABINET CABINET BARE TINNED COPPER WIRE BOTTOM BOTTOM OF FOOTING CANTILEVER(ED)CAST IN PLACE CEILING CLEAR CONCRETE CONNECTION(OR) CONSTRUCTION CONTINUOUSPENNY (NAILS) DOUBLE DEPARTMENT DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DRAWING(S) DOWEL(S) EACH ELEVATION ELECTRICAL ELEVATOR ELECTRICAL METALLIC TUBING EDGE NAIL ENGINEER EQUAL EXPANSION EXISTING EXTERIOR FABRICATION(OR) FINISH FLOOR FINISH GRADE FINISH(ED) FLOORFOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT(FEET) FOOTING GROWTH(CABINET)GAUGE GALVANIZE(D) GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GLOBAL POSITIONING SYSTEM GRND. GROUND HEADERHDR. HGR.HANGER HEIGHTHT. ICGB.ISOLATED COPPER GROUND BUS INCH(ES)IN.(") INT.INTERIORLB.(#) L.B. L.F. LAG BOLTS POUND(s) LINEAR FEET(FOOT) L. MAS. MASONRY LONGITUDINAL MAXIMUMMAX. M.B. MECH. MFR. MIN. MISC. MTL.METAL MISCELLANEOUS MINIMUM MANUFACTURER MECHANICAL MACHINE BOLT LP C WT. W.P. WD. W/ V.I.F. U.L. U.N.O. U.G. TYP. T.O.W. T.O.S. T.O.P. T.O.F. T.O.C. T.O.A. T.N. THK. TEMP. STRUC. STL. STD. S.S. SQ. SPEC. SIM. SHT. SCH. RGS. REQ'D. REINF. REF. RAD.(R) QTY. PWR. P.T. P.S.I. P.S.F. PRC. PPC. PLY. PCS P/C OPNG. O.C. N.T.S. NO.(#) (N)NEW NUMBER NOT TO SCALE OPENING PRE CAST CONCRETE PERSONAL COMMUNICATION SERVICES PLYWOOD POWER PROTECTION CABINET PRIMARY FLEXING CABINET POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POWER (CABINET) QUANTITY RADIUS REFERENCE REINFORCING REQUIRED RIGID GALVANIZED STEEL SCHEDULE SHEET SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICKNESS TOE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF STEEL TOP OF WALL TYPICAL UNDER GROUND UNDERWRITES LABORATORY UNLESS NOTED OTHERWISE VERIFY IN FIELD WIDE(WIDTH) WITH WOOD WEATHERPROOF WEIGHT CENTERLINE PLATE ON CENTER TOP OF PLATE(PARAPET) 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. ABBREVIATIONS 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 1100 (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. R.O.W. RIGHT OF WAY X-X X-X X X-X x X X X O/H A E T X E/T OHT/OHP OHT OHP LEGEND SPOT ELEVATION REVISION GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE (E) BRICK (E) MASONRY CONCRETE EARTH GRAVEL PLYWOOD SAND STEEL CENTERLINE PROPERTY/LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT ELECTRICAL CONDUIT ELECTRICAL & TELCO CONDUITS COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS CHAIN LINK FENCING WOOD FENCING OVERHEAD TELEPHONE/ OVERHEAD POWER OVERHEAD TELEPHONE OVERHEAD POWER LINE GROUT OR PLASTER VALLEY GREEN DR N S T E L L I N G R D N S T E L L I N G R D SITE ID:CUPERTINO_CUPER_20 REF PLAT # BK. 326 - PG. 9 4746 Clayton Rd,Concord, CA, 94521. (925) 408-2159 e splanneng@gmail.com    www.planneng.com PLS STAMP 4746 Clayton Rd,Concord, CA, 94521. (925) 408-2159 e splanneng@gmail.com    www.planneng.com PLS STAMP 4746 Clayton Rd,Concord, CA, 94521. (925) 408-2159 e splanneng@gmail.com    www.planneng.com PLS STAMP 4746 Clayton Rd,Concord, CA, 94521. (925) 408-2159 e splanneng@gmail.com    www.planneng.com PLS STAMP 4746 Clayton Rd,Concord, CA, 94521. (925) 408-2159 e splanneng@gmail.com    www.planneng.com PLS STAMP 4746 Clayton Rd,Concord, CA, 94521. (925) 408-2159 e splanneng@gmail.com    www.planneng.com PLS STAMP N Pole ID: 5800 SCALE: 1" = 8' CUPERTINO_CUPER020 20975 VALLEY GREEN DR CUPERTINO, CA 95014 S/ L S/ L F I B E R S / L FI B E R FI B E R S / L S / L S / L S / L S / L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L S/ L DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK A-1 SITE PLAN 1ENLARGED SITE PLAN N SITE PLAN2 N 2 A-1 ENLARGED SITE PLAN 1/16"=1'-0" SCALE 1/2"=1'-0" SCALE (N) LIGHT POLE (N) LOCATION OF VERIZON WIRELESS CANISTER ANTENNA IN FRP SHROUD MOUNTED ON LIGHT POLE (N) LOCATION OF VERIZON WIRELESS EQUIPMENT MOUNTED ON LIGHT POLE (E) POLE FOUNDATION TO BE REMOVED. OLD BASE TO BE FILLED WITH CONTROLLED DENSITY FILL TO WITHIN 12" OF FINISH GRADE AND CAPPED WITH PLANTING SOIL. (N) LOCATION OF VERIZON WIRELESS CANISTER ANTENNA AND EQUIPMENT ELECTRICAL LINE STREET LIGHT LINE E S/L FIBER LINE(S)FIBER LEGEND 1&2 A-3 1&2 A-2 (E) FACE OF THE CURB N C 1 E1N1 EC 2 N C 2 NC 3 (N) LUMINAIRE (N) STEEL MAST ARM N S T E L L I N G R D (E ) L A N D S C A P E PR O P E R T Y L I N E (E ) C O N C R E T E S I D W A L K 7'-9"± BACK OF POLE TO ROW LINE 3' - 0 " ± 3 ' - 6 " E C 1 (E) POLE TO BE REMOVED (E) FACE OF THE CURB VALLEY GREEN DR A.P.N.: 326-09-041 20975 VALLEY GREEN DR CUPERTINO, CA 95014 N S T E L L I N G R D 10711 N STELLING RD CUPERTINO, CA 95014 (E ) C O N C R E T E S I D W A L K (E ) L A N D S C A P E (E) FACE OF THE CURB (E ) C O N C R E T E S I D W A L K (E ) L A N D S C A P E (E) CONCRETE SIDWALK (E) LANDSCAPE (E) MEDIAN (E) MANHOLE (E) STREET SIGN (E) POLE (E) STREET SIGN PR O P E R T Y L I N E PR O P E R T Y L I N E EC 2 NOTE: 1. FIBER PULLBOX EXACT LOCATION TO BE VERIFIED IN FIELD 2. UPON COMPLETION OF CONSTRUCTION, RESTORE LANDSCAPE AND IRRIGATION TO LIKE OR BETTER CONDITION, TEST IRRIGATION 3. UPON COMPLETION OF CONSTRUCTION, NOTIFY THE CITY OF NEW STREETLIGHT INSTALLATION SO THAT NEW BADGE ID NUMBER CAN BE PLACED BY THE CITY ONTO THE NEW STREETLIGHT POLE. SHUTDOWN DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK A-2 EXISTING & PROPOSED ELEVATIONS 12PROPOSED ELEVATIONEXISTING ELEVATION 1/2"=1'-0" SCALE 1/2"=1'-0" SCALE EXISTING SURFACE 0'-0" AGL EXISTING SURFACE 0'-0" AGL T.O. (N) RADIO UNITS 15'-0" AGL B.O. (N) CABLE SHROUD 12'-1" AGL 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. 3. INSPECT EXISTING POLE FOR DENTS AND REPLACE POLE AS DIRECTED BY THE CITY 4 D-2(N) FOUNDATION (N) DISCONNECT / SMART METER (ON OPPOSING SIDE) (N) (2) RRUS 32s W/ PSU-08 AND CABLE SHROUD B.O. (N) DISCONNECT / SMART METER 7'-0" AGL (N) LIGHT POLE (N) LUMINAIRE (N) NOTICE SIGNAGE, TYP. OF (1) FACING STREETSIDE 12 D-1 (E) FOUNDATION TO BE REPLACED (N) 6'-0" MAST ARM T.O. (N) SIGN 14'-8" AGL B.O. (N) SIGN 13'-2" AGL (N) RED "BICYCLE WRONG WAY" SIGNAGE 7 E-3 T.O. (N) STEEL LIGHT POLE 30'-0" AGL T.O. (N) LIGHT SENSOR 32'-0" AGL RAD CENTER OF (N) 5G ANTENNA 31'-7" AGL T.O. (N) CONCEALMENT SHROUD 35'-6" AGL RAD CENTER OF (N) CANISTER ANTENNA 34'-3" AGL (N) (2) 5G ANTENNAS IN FRP SHROUD 6 D-1 (N) VERIZON WIRELESS CANISTER ANTENNA 4 D-1 (N) FRP CONCEALMENT SHROUD 1 D-1 (N) (2) TWIN DIPLEXERS IN FRP SHROUD 3 D-1 T.O. (N) NOTICE SIGNAGE 25'-2" AGL T.O. (N) DISCONNECT / SMART METER 8'-9" AGL 5 D-1 8 D-1 10 D-1 10 E-3 11 D-1 7 D-1 4 E-3 3 E-3 PORT HOLE LOCATION FOR DISCONNECT 1 D-2 PORT HOLE LOCATION FOR RRUS 1 D-2 9 D-1 5 E-3 (E) LIGHT POLE TO BE REPLACED (E) LUMINAIRE (E) ROAD SIGNB.O. (E) SIGN 9'-11" AGL 7'-9" BACK OF POLE TO ROW LINE (E) STEEL LIGHT BRACKET 29'-10" AGL T.O. (E) STEEL LIGHT POLE 30'-6" AGL (E) ROAD SIGN T.O. (E) SIGN 10'-10" AGL B.O. (E) SIGN 11'-7" AGL T.O. (E) SIGN 12'-6" AGL T.O. (E) SIGN 12'-6" AGL B.O. (E) SIGN 11'-7" AGL T.O. (E) SIGN 10'-10" AGL B.O. (E) SIGN 9'-11" AGL (E) ROAD SIGN (E) ROAD SIGN 7'-9" BACK OF POLE TO ROW LINE DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK A-3 EXISTING & PROPOSED ELEVATIONS 12PROPOSED ELEVATIONEXISTING ELEVATION 1/2"=1'-0" SCALE 1/2"=1'-0" SCALE 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. 3. INSPECT EXISTING POLE FOR DENTS AND REPLACE POLE AS DIRECTED BY THE CITY EXISTING SURFACE 0'-0" AGL 5 D-1 8 D-1 10 D-1 10 E-3 11 D-1 4 D-2(N) FOUNDATION (N) DISCONNECT / SMART METER (N) (2) RRUS 32s W/ PSU-08 AND CABLE SHROUD T.O. (N) STEEL LIGHT POLE 30'-0" AGL T.O. (N) LIGHT SENSOR 32'-0" AGL (N) LIGHT POLE (N) RED "BICYCLE WRONG WAY" SIGNAGE 7 D-1 4 E-3 RAD CENTER OF (N) 5G ANTENNA 31'-7" AGL T.O. (N) CONCEALMENT SHROUD 35'-6" AGL RAD CENTER OF (N) CANISTER ANTENNA 34'-3" AGL (N) (2) 5G ANTENNAS IN FRP SHROUD 6 D-1 (N) VERIZON WIRELESS CANISTER ANTENNA 4 D-1 (N) FRP CONCEALMENT SHROUD 1 D-1 (N) (2) TWIN DIPLEXERS IN FRP SHROUD 3 D-1 3 E-3 (N) LUMINAIRE T.O. (N) NOTICE SIGNAGE (FACING STREETSIDE) 25'-2" AGL PORT HOLE LOCATION FOR DISCONNECT 1 D-2 PORT HOLE LOCATION FOR RRUS 1 D-2 9 D-1 5 E-3 7 E-3 EXISTING SURFACE 0'-0" AGL (E) FOUNDATION TO BE REPLACED (E) LIGHT POLE TO BE REPLACED (E) LUMINAIRE (E) ROAD SIGN B.O. (E) SIGN 9'-11" AGL (E) STEEL LIGHT BRACKET 29'-10" AGL T.O. (E) STEEL LIGHT POLE 30'-6" AGL T.O. (E) SIGN 10'-10" AGL B.O. (E) SIGN 11'-7" AGL T.O. (E) SIGN 12'-6" AGL (E) ROAD SIGN T.O. (N) RADIO UNITS 15'-0" AGL B.O. (N) CABLE SHROUD 12'-1" AGL B.O. (N) DISCONNECT / SMART METER 7'-0" AGL T.O. (N) SIGN 14'-8" AGL B.O. (N) SIGN 13'-2" AGL T.O. (N) DISCONNECT / SMART METER 8'-9" AGL T.O. (E) SIGN 12'-6" AGL B.O. (E) SIGN 11'-7" AGL T.O. (E) SIGN 10'-10" AGL B.O. (E) SIGN 9'-11" AGL (E) ROAD SIGN (E) ROAD SIGN REVISIONS DATE MARCH 2015 IMPROVEMENT PLANS FOR MODUS OMT POLES CALIFORNIACUPERTINOFile: Scale: Proj. Engr: Checked: Drawn: Designed: Date: INSPECTOR: PUBLIC WORKS VOICE MAIL: DATE PROJECT ENGINEER NAME APPR.CITY DATEAPPR.DATE DESIGN BY DESIGN (408) 777-3104 KEVIN REIDEN FOR CITY OF CUPERTINO USE PROJECT # ___________ S A F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H IS R E Q U IR E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L IM IT E D T O N O R M A L W O R K IN G H O U R S ; A N D T H A T T H E C O N T R A C T O R C O N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S IB IL IT Y F O R J O B S IT E C O N D IT IO N S D U R IN G T H E C O U R S E O F C O N S T R U C T IO N O F T H IS P R O J E C T , IN C L U D I N G S H A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G IN E E R H A R M L E S S F R O M A N Y A N D A L L L IA B IL I T Y , R E A L O R A L L E G E D , IN C O N N E C T IO N W IT H T H E P E R F O R M A N C E O F W O R K S A F E T Y O F A L L P E R S O N S A N D P R O P E R T Y ; T H A T T H IS R E Q U IR E M E N T S H A L L A P P L Y C O N T I N U O U S L Y A N D N O T B E L IM IT E D T O N O R M A L W O R K IN G H O U R S ; A N D T H A T T H E C O N T R A C T O R C O N T R A C T O R A G R E E S T H A T H E S H A L L A S S U M E S O L E A N D C O M P L E T E R E S P O N S IB IL IT Y F O R J O B S IT E C O N D IT IO N S D U R IN G T H E C O U R S E O F C O N S T R U C T IO N O F T H IS P R O J E C T , IN C L U D I N G O N T H I S P R O J E C T , E X C E P T IN G F O R L IA B IL I T Y A R IS IN G F R O M T H E S O L E N E G L IG E N C E O F T H E O W N E R O R T H E E N G IN E E R . S H A L L D E F E N D , I N D E M N I F Y A N D H O L D T H E O W N E R A N D T H E E N G IN E E R H A R M L E S S F R O M A N Y A N D A L L L IA B IL I T Y , R E A L O R A L L E G E D , IN C O N N E C T IO N W IT H T H E P E R F O R M A N C E O F W O R K CUPERTINO CITY OFCONSULTANT: San Francisco, CA 94108 240 Stockton Street, 3rd Floor Modus, Inc.APPLICANT: E ST.1 955 NO SCALE $REQUEST San Jose, CA 95113 55 S Market St, Suite1200 WMH Corporation SHEET A-4 No. Exp. CIVIL R E G I S T E R ED PROFESS I O N A L E N G I N E E RST A T E O F CALIFORNIA LOUPE STEVE 63575 9/30/20 2#8 30’ 1 2 # 8 1 4 5 ’ 2 # 8 6 5 ’ LEGEND: # # ELECTRICAL SERVICE CABINET EXISTING LUMINAIRE # CIRCUIT NUMBER# LUMINAIRE W/ CELLULAR EQUIPMENT P (HH)HAND-HOLE (NO PULL BOX) SPLICED CONNECTION POLE MOUNTED ELECTRICAL SERVICE POINT PULLBOX (NO SPLICE) - GATEWAY (MOUNTED TO POLE) STREETLIGHT COMMUNICATION EQUIPMENT MASTER PEU (MOUNTED TO POLE) OR UNDERGROUND ELECTRICAL SERVICE POINT CITY SERVICE BOX POLE 5800 DECEMBER 19, 2019 CUPERTINO_CUPER020 1 6624 (HH) N S T E L L I N G R d VALLEY GREEN Dr VALLEY GREEN DR B E A R D O N D R 2#8 118’ 1 5805 1 1 1 2 # 8 4 5 ’ 1 2 # 8 4 5 ’ 2#8 233’ 1 2#8 220’ 1 5 8 0 2 5 8 0 4 5803 5807 5 8 0 8 5809 1 2#8 285’ 2#8 210’ 2#8 215’ 2#8 165’ 2 # 8 2 1 5 ’ 2#8 45’ 2#4@ 2#4@ 2#4@ 2#4@ 2 # 4 @ 4.71%@ SF_CUPERTINO 074 5806 (HH) CUPERTINO_CUPER020 5800 (HH) P. BATTH P. BATTH S. VOGTMAN S.VOGTMAN WITHOUT FUSES* CITY SERVICE 240V LOCATION SERVICE POINT # CIRCUIT SIZE (FUSE) BREAKER ID POLE WATTAGE EQUIPMENT CELLULAR LUMINAIRE EXISTING LUMINAIRE PROPOSED AMPERAGE VOLTAGE DROP EXISTING PROPOSED EXISTING PROPOSED N STELLING RD & VALLEY GREEN DR 1 40A* 5809 -40W ID - 2.8 22.7 1.47%9.46% 5808 -40W ID - 5807 -40W ID - 5806 2,437+40W ID - 5805 -40W ID - 5804 -40W ID - 5803 -40W ID - 5802 -40W ID - 5800 2,360++50W ID - 6624 -50W ID - ++ WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING TWO RADIOS RATED AT 780W EACH AND TWO RADIOS RATED AT 400W EACH. ONE RADIO RATED AT 68W, AND TWO RADIOS RATED AT 400W EACH. + WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING ONE RADIO RATED AT 1,439W, ONE RADIO RATED AT 130W, WORK NEEDED FOR CUPERTINO_CUPER020. CUPERTINO_CUPER020 AS STAND-ALONE SITE (PROPOSED AMPERAGE/VOLTAGE DROP 12.9A/1.78%) SF_CUPERTINO 074 TO PASS VOLTAGE DROP CALCULATIONS. CALCULATIONS FOR CUPERTINO_CUPER020 AS A STAND-ALONE SITE PASS, NO ADDITIONAL @ CONDUCTOR UPSIZING AS INDICATED TO REDUCE VOLTAGE DROP TO <5.00% TO BE DONE UNDER PERMIT FOR SITE SF_CUPERTINO 074, FOR SITE 40A FUSE CAN BE UTILIZED. * DIRECTLY FED FROM POC AND IS NOT FUSED. TYPICAL SERVICE FUSE SIZE OF 30A INADEQUATE FOR DEMAND. VERIFICATION THAT SUPPORT OF LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS. 5' - 6 " 2' - 0 " ELEVATION VIEW NOTCH AT LIGHT ARM SHEET METAL SKIRT PART # VVSP360S-AM-00 DIAMOND ENGINEERING SERVICES (OR APPROVED EQUAL) 2' - 2 " 2' - 0 " 1'-3" DIA. LIGHT POLE 5G ANTENNA, SEE DETAIL 6/D-1 TWIN DIPLEXER, SEE DETAIL 3/D-1 CANISTER ANTENNA, SEE DETAIL 4/D-1 3' - 4 " 1'-0" 1' - 6 " 10 " 7" WHITE NOTICE WHITE BACKGROUND BLACK SYMBOL BLACK LETTERING, TYP NOTES: 1. OUTDOOR RATED SELF ADHESIVE VINYL DECAL WITH UV PROTECTION. 2. POST SIGN 3'-0" BELOW PROPOSED ANTENNA. 3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS. 4. DECAL SHALL FACE OUT THE STREET AND WHEN FEASIBLE AWAY FROM THE STREET, IF NO BUILDING WINDOW IS PRESENT WITHIN 25 FEET FACING THE EXISTING POLE. BLUE BACKGROUND PLAN SIDE ELEVATION (N) HDG #8 X 1/2" PAN HEAD TEK-SCREW, TYP. OF 4 (N) 12 GA. STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL 5" 10 " 6 5 / 8 " 10" 1'-0" 3 1/4" 5.1" SIDE VIEW 21 . 2 " FRONT VIEW 21 . 2 " 8.1" 8.1" TOP VIEW ERICSSON STREETMACRO 6701 DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEP WEIGHT: 31.0± LBS 5. 1 " 24 . 0 0 " 12.00" VVSSP-360S-M ANTENNA COLOR: LIGHT GRAY DIMENSIONS: 24.00" TALL x Ø12.00" NET WEIGHT: 28.7 LBS PLAN ELEVATION 7" 27 . 2 " FRONT VIEWSIDE VIEWTOP VIEW 12.1" ERICSSION RRUS-32 REMOTE RADIO UNIT COLOR:GRAY DIMENSIONS: 27.2" TALL X 12.1" WIDE X 7.0" TOTAL WEIGHT:60 LBS. POWER CONSUMPTION: 740 W NOTES REFER TO DETAIL 10/D1 FOR SHROUD AND 8/D1 FOR REINFORCEMENT ROAD SIGN ROAD SIGN MOUNTING BRACKET SHUTDOWN PROTOCOL 6" Normal Shut-Down Protocols: 1.Call 800-264-6620 NOC 24HRS prior to schedule a shut-down day and time. 2.Give NOC the Node number . 3.On schedule day of shut-down, Put breaker switches in "OFF" position. 4.Call NOC when work is completed. Emergency Shut-Down Protocols: 1.Call 800-264-6620 NOC. 2.Give NOC the Node number . 3.Put breaker switches in "OFF" position. 4.Call NOC when work is completed. 8" NOTES: 1. SIGN PROVIDED BY GC MOUNTED TO OUTSIDE OF DISCONNECT COVER 2. CONTRACTOR TO NOTE SITE ID/ MARKET ID/ SITE NAME / PSLC ID TWIN DIPLEXER PCS/AWS DETAIL CBC1923T-4310 / E11F13P06 COLOR: GRAY DIMENSIONS: 8.3" TALL x 4.6" WIDE x 1.8" DEEP TOTAL WEIGHT: 4.4 LBS. FRONT VIEW (BACK TO BACK INSTALLATION)SIDE VIEW TOP VIEW 8. 3 " 8.34"2.5" 8. 3 " 1. 8 " 8.34" 4. 6 " P1000 UNISTRUT 2 LOCATIONS 1" TYP. 2" C L R . 1" 1/ 4 " SIGN SUPPORT BRACKET MOUNTED TO BACK OF RRU, UTILIZING RRU MOUNTING SCREW ROAD SIGN MOUNTED TO SIGN SUPPORT BRACKET, HDG #8 X 1" HEX TEK-SCREW, TYP. 12 GA. GALV. SHEET STEEL STREET SIGN SUPPORT RRU PER PLAN DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK D-1 DETAILS 1NTS SCALEANTENNA 8 9 ERICSSON 6701 10 11 12 5 6 NTS SCALE NTS SCALE 7 NTS SCALE RRUS 32 4 ANTENNA SHROUD & SKIRT NOTICE SIGNAGE CABLE SHROUD SHUT-DOWN SIGN NTS SCALE NTS SCALE NTS SCALE NTS SCALE NTS SCALE NTS SCALE NTS SCALE STEEL BAND BICYCLE WRONG WAY SIGN 3NTS SCALETWIN DIPLEXER SIGN SUPPORT BRACKET ELEVATION TAPERED STEEL LIGHT POLE CUT HOLE TO 1/16" LARGER THAN NOMINAL PIPE DIA., TYP. SECTION A-A C TYP SCHED. 40 STD PIPE B AD PORT TYPE DISCONNECT RRU A B (PIPE)C D 2"±1-1/2" AT LOAD CENTER: 1-1/2" SCHEDULE 40 STEEL PIPE A A 1-1/2"2"± AT RRU: 1-1/2" SCHEDULE 40 STEEL PIPE NOTE: COLD SPRAY GALVANIZE AFTER WELDING 1 1/2" 3/4" 1 1/2" 3/4" 12'-7" 6'-10" TAPERED STEEL LIGHT POLE 1/16" CHAMFER MIN I.S. & O.S. SECTION B-B C 3/16 TYP SCHED. 40 STD PIPE B AD TAPERED STEEL LIGHT POLE 1/16" CHAMFER MIN I.S. & O.S. B B SCHED. 40 STD PIPE 3/16 D=6d FOR #3 THRU #8 4" MIN . 6d 6d 4" M I N . 180° 45°90°4d 2 1/2" MIN. 12 d 4" M I N . 7' - 0 " M I N B E L O W LO W E S T G R A D E L E V E L 3" M I N . CL R . T Y P A. NEW DRILLED PIER SECTION B. PLAN VIEW 2'-6" DIA. 3" MIN. CLR.TYP D. HOOK AND BENDS BASE PLATE 3" MIN. CLR. TYP C B A SAW CUT (E) SIDEWALK TO FLAG LINES HAND HOLE COVER VANDAL RESISTANT SCREWGROUNDING PROVISION NUT RETAINER WELDED OPPOSITE HANDHOLE ON POLE WALL W/ 1/2" - 13NC SS SQ NUT & 3/4" LG SS HEX BOLT PIER BOLT CIRCLE PER POLE MFG. BASE PLATE PER POLE MFG. 5" POLE PER PLAN C. PLAN VIEW PIER ANCHOR BOLTS PER POLE SPEC, (4) TOTAL, SEE SHEET D-3 #6 REBAR VERT, (6) TOTAL #4 TIES @ 12" O.C. (3) WITHIN TOP 5" 3" MIN. CLR.TYP PIER INSIDE BEND DIAMETER #3 #4 #5 1 1/2" 2" 2 1/2" BAR SIZE D D D DD D D D= 1/2" FOR #4 BARS D= 3/4" FOR #6 BARS 6" PC C CA P E. STIRRUP & TIES 2 5 / 8 " SE E N O T E NOTE: TOTAL ANCHOR PROJECTION IS 2 5/8" PLUS THE GROUT PAD THICKNESS POLE PER PLAN 1" MAX. HIGH STRENGTH NON SHRINK GROUT RACO 1/2"-1" BRONZE GROUND CLAMP OR EQUIVALENT, (4) TOTAL (2) GALV HEX NUTS & (2) GALV FLAT WASHERS PER BOLT #4 TIES @ 12" O.C. (3) WITHIN TOP 5" (2) 1 1/2" DIA. CONDUIT ANCHOR PLATE PER POLE SPEC, SEE SHEET D-3 #6 REBAR VERT, (6) TOTAL ANCHOR BOLTS PER POLE SPEC, (4) TOTAL, SEE SHEET D-3 DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK DETAILS 1NTS SCALE4STRUCTURAL NOTES 7 CABLE ACCESS AT POLE 3 2 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.). 11) 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 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. WELDING 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. 11) 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 A123. 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. 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. 11) 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. GROUT: 1) HIGH-STRENGTH NON-SHRINK GROUT SHALL BE PROVIDED BY SAKRETE. 2) GROUT SHALL MEET OR EXCEED ASTM C1107 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. 11) 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 351.1R-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 40°F (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). D-2 NOT USED PIER FOUNDATION FIBER PULLBOX 3/8" X 3" HEX BOLT (2 EACH END) NOTES: LID 1. POLYMER CONCRETE CONSTRUCTION 2. STANDARD LOAD RATING 20,800 LBS 3. TWO (2) BOLT DOWN LOCATIONS 4. NON SKID SURFACE STANDARD 5. APPROXIMATE WEIGHT 104 LBS BOX 1. POLYMER CONCRETE CONSTRUCTION 2. STACKABLE FOOT 3. APPROXIMATE WEIGHT 150LBS BOLT DOWN TYP. OF (2) 37-5/8 " 26" 18" 35-5/8 " 24" 3" NON SKID SURFACE (STANDARD) 2"X8" NAMEPLATE RECESS LIFT PIN TYP. OF (2) DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK D-3 POLE SPECS 1FOUNDATION DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK 1 D-4 CITY STANDARD DETAILS CITY STANDARD DETAILS DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK E-1 ELECTRICAL GENERAL NOTES SAFETY SECONDARY SURFACE SWITCH SOFT DRAWN BARE COPPER SOLID NEUTRAL TYPICAL WITH VOLT VOLT ALTERNATING CURRENT WATT OR WIRE UNDERWRITER'S LABORATORY INC. UNDERGROUND TELEPHONE TRANSFER WITHOUT CROSS-LINK POLYETHYLENE TRANSFORMER MANUFACTURER MOUNTED MOUNTING NEUTRAL MINIMUM MAIN LUGS ONLY W V OVERHEAD PHASE PANELBOARD POLE PERSONAL COMMUNICATION SYSTEM NATIONAL ELECTRICAL MANUFACTURERS ASSOC. NEW MFR MLO MTG N MTD MIN NEMA OH PCS PH P (N) PNLBD RECEPTACLE POWER PRIMARY RIGID GALVANIZED STEEL POWER PROTECTION CABINET PRIMARY RADIO CABINET PPC PRC RCPT PWR PRI RGS W/O XFER XLPE XFMR TEL VAC W/ TYP U.L. U/G SDBC SURF SEC SW S.N. SAFELEC ENCL FAC F/A EXIST EMT FT G GEN FU GPS GR GND GFCI FLUOR A AIC ACCA AT BD BR AWG C CAB BTS BTCW BRKR APPROX AMPERE BRANCH BARE TINNED COPPER WIRE APPROXIMATELY AMERICAN WIRE GAGE AMPERE TRIP AMPERE INTERRUPTING CAPACITY BREAKER ANTENNA CABLE COVER ASSEMBLY CONDUIT CABINET BASE TRANSMISSION SYSTEM BOARD HDBC HPS LPS MAX LG MECH CB CKT DEM (E) CONT CIRCUIT DEMAND EXISTING CIRCUIT BREAKER CONTINUOUS HARD DRAWN COPPER WIRE LOW PRESSURE SODIUM MECHANICAL MAXIMUM HIGH PRESSURE SODIUM LENGTH FLUORESCENT FUSE GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FOOT/FEET GLOBAL POSITIONING SYSTEM GROWTH GROUNDING ELECTRICAL METALLIC TUBING ELECTRICAL ENCLOSURE FIRE ALARM FACTOR EXISTING UNLESS NOTED OTHERWISEU.N.O. EGR EMERGENCY GEN. RECEPTACLE MANUAL TRANSFER SWITCHMTS BATT BATTERY 2. EQUIPMENT LOCATION 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. 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. 1. GENERAL REQUIREMENTS 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. 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. 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. ELECTRICAL NOTES GENERAL ABBREVIATIONS ELECTRICAL LEGEND E/T OHT/OHP OHT OHP OVERHEAD TELEPHONE LINE OVERHEAD TELEPHONE/OVERHEAD POWER OVERHEAD POWER LINE 5/8" X 10'-0" ,CU. GND ROD 24" MIN. BELOW GRADE. CIRCUIT BREAKER MECHANICAL CONNECTION POWER RUN TELCO RUN POWER/TELCO RUN FUSE, SIZE AND TYPE AS INDICATED. E T LIGHTING FIXTURE G GROUND LINE SHROUD E E E E E E E E E E E E E E E E E E E E E E E GG G G G G G G G G G G G G RRUS 32 E E E E E E E E E E E E E E E E E E G G (N) #8 CARRIER GROUND TO BE BONDED TO GROUND ROD IN STREET LIGHT PULL BOX 5/8"DIA.x10' GROUND ROD PER N.E.C. ARTICLE 250 E E CITY SERVICE CONDUCTORS STREET LIGHT PULL BOX (E) CITY SERVICE POINT SEE CIRCUIT DIAGRAM (N) DISCONNECT SEE STREET LIGHT SINGLE LINE DIAGRAM CANISTER ANTENNA4 D-1 (N) (2) #10 WIRES G G G G G TO OTHER STREET LIGHTS E E E E E CITY SERVICE CONDUCTORS (N) (4) #12 WIRES & (2) #12 GROUND NOTE: CONDUIT FILL CALCULATIONS REQUIRED 1.5" Ø CONDUIT CONTACT ENGINEER IF SMALLER LUMINAIRE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E (2) #10 TO STREET LIGHT CONDUCTORS (N) STREET LIGHT CONDUCTORS 2#10 & 1#8 GND (N) #8 GND STREET LIGHT G G G G G G G G G G G G G G G G G G G G E E (N) STREET LIGHT 10A FUSE (N) 30A FUSE 6701 6701 5G ANTENNA6 D-1 (N) 68A SMART METER (N) TERMINAL BLOCK SPLICE/ CONNECTION G G G G G G G G G G 3 E-3 (N) (4) WIRE RECEPTICLEE-3 (N) #10 WIRE FROM RECEPTACLE TO DISCONNECT RRUS 32 E E E E E G E E E EG E E E E G E E E E E E E E E E G G G G E E E E E E E E E E G G G G (N) #8 GROUND FROM ANTENNA TO BE CONNECTED AT GROUND BAR IN DISCONNECT SWITCH PER CEC 250.94 AND 800.100(B)(2) (N) (4) #14 WIRES (N) (2) GROUND #14 WIRES (N) #10 WIRE FROM TERMINAL BLOCK TO DISCONNECT (N) (2) #10 WIRES 2 (N) (2) #10 WIRES & (1) #10 GROUND TO WAGO SPLICERS (N) (3) WAGO SPLICE CONNECTORS INSIDE DISCONNECT FI B E R FI B E R FI B E R FIBERFIBERFIBERFIBER FI B E R FI B E R FI B E R FIBERFIBERFIBERFIBER FIBER FIBER FIBER FIBER FIBER FI B E R FIBER 11X17 BOX (UNDER SEPARATE PERMIT) FIBER POC FIBERFIBER A A A A A A A A A A A A A A A A A (N) (2) FIBER JUMPERS TO FEEDFUTURE FIBER AND CONDUIT UNDER SEPARATE PERMIT RRUS 32 RRUS 32 (N) (4) 1/4" COAX CABLES FROM RADIOS TO TWIN DIPLEXERS (N) (4) 1/4" COAX CABLES FROM RADIO TO TWIN DIPLEXERS RET CABLE, ACCESSIBLE THROUGH HANDHOLE. CABLE TIE EXCESS CABLING AT ANTENNA CAGE FIBER FIBER FIBER FIBER FI B E R FI B E R FI B E R FIBER 67016701 (N) (1) FIBER JUMPERS TO FEED EACH ANTENNA/RADIO (N) (2) TWIN DIPLEXERS (N) (4) 1/4" COAX CABLES FROM TWIN DIPLEXERS TO ANTENNA E E E E E E E LUMINAIRE (N) STREET LIGHT CONDUCTORS 2#10 (N) 30A FUSE AT MID-POINT OF 48" CONDUCTOR SLACK IN PULLBOX (N) STREET LIGHT 10A FUSE AT MID-POINT OF 48" CONDUCTOR SLACK IN PULLBOX E E CITY SERVICE CONDUCTORS TO SERVICE POINT E E E E E E (N) EQUIPMENT (N) CONDUCTORS 1 E-2 (N) 2 #10 WIRES STREET LIGHT PULL BOX TO OTHER STREET LIGHTS E E (N) WATERPROOF SPLICED CONNECTION W/ 72" OF CONDUCTOR SLACK CITY SERVICE CONDUCTORS (N) STREET LIGHT CONDUCTORS 2#10 DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK E-2 1 ELECTRICAL SINGLE-LINE AND GROUNDING DIAGRAM 2 ELECTRICAL AND GROUNDING DIAGRAMFIBER/COAX DIAGRAM GROUND ROD POWER RUN GROUND WIRE(S) FUSE & FUSE HOLDER, SIZE AND TYPE AS INDICATED. E G FIBER LINE(S)FIBER LEGENDNOTES: 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. COAX CABLE A 3STREET LIGHT SINGLE LINE DIAGRAM Carrier ground wire and ground rod to be labeled if placed in City's electrical box. 20 . 5 " 8.75" SIDE VIEW FRONT VIEW TOP VIEW TESCO DISCONNECT BOX WITH CT AND METER SOCKET COLOR: GRAY DIMENSIONS: 20.5" TALL x 8.75" WIDE x 4.25" DEEP TOTAL WEIGHT: PHASE.:3-WIRE VOLTAGE: 120/240 AMPACITY: 60 MAX 4.25" 4. 2 5 " SIGNAGE PER 7/D-2 SHUTDOWN PG&E SMART METER EATON DISCONNECT BOX DG222NRB 3. 2 5 " 6. 1 2 5 " 3" 4. 7 5 " 0.375 PLAN 4-PIN SOCKET (N) PG&E TRANSFORMER RATED SMARTPOLE METER (FURNISHED & INSTALLED BY PG&E) ELEVATION X Z YW BRASS PIN NICKLE PLATED WHITE COLOR PLUNGER SWITCH BRASS PIN COPPER COLOR NICKLE PLATED WHITE COLOR BRASS PIN COPPER COLOR 3.06"Ø A A GROUNDING INTERFACE AC POWER INTERFACE ERICSSION PSU AC 08 DIMENSIONS: 2.72" TALL x 10.79" WIDE x 7.09" DEEP WEIGHT: 11.46 lbs 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 SHOWN FIGURE 1 FIGURE 1 TOP VIEW SIDE VIEW 2 1 / 4 " 8 3 / 8 " 3 1/8" DUAL IN-LINE FUSE HOLDER STEEL MOUNT BRACKET AND PLATE LIGHT POLE 1/2" STAINLESS STEEL BANDS STEEL MOUNT BRACKET AND PLATE DISCONNECT SIDE VIEWFRONT VIEW TOP VIEW 1 1/2" STD PIPE NIPPLE 1/2" STAINLESS STEEL BANDS LIGHT POLE DISCONNECT 1/2" THREAD SEALING TAPE STEEL MOUNT BRACKET AND PLATE 1/2" STAINLESS STEEL BANDS SHUTDOWN 5809 POLE ID 1 CIRCUIT # NO REQUIRED PHOTOCELL (YES/NO) PHOTOCELL TABLE 5808 1 NO 5807 1 NO 5806 1 NO 5805 1 NO 5804 1 NO 5803 1 NO 5802 1 NO 5800 1 NO 6624 1 NO DRAWN BY: CHECKED BY:BPM APE 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 0 04/03/20 100% CD REV DATE DESCRIPTION MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 APPROVED BY:LJB CUPERTINO_CUPER020 CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 1 06/24/20 100% CD REV 1 (NEAR) 20975 VALLEY GREEN DR 2 10/29/20 100% CD PLAN CHECK E-3 ELECTRICAL DETAILS 1 6 3 5 2 4 912NOT USED FUSE HOLDER 2 BOLT PARALLEL SPLICER CLAMP CROSS RUN CLAMP CAST ``T'' SPLICER 1 BOLT PARALLEL ROD CLAMP BOLT GRND. 2 HOLE LUG 50H2 1 BOLT PARALLEL CLAMP``U'' BOLT PIPE CLAMP UNIVERSAL PIPE CLAMPS UNIVERSAL PIPE CLAMPS 75/1.25 MECHANICAL CONNECTION CONDUIT FILL DISCONNECT PSU AC08 SMART METER 7 11PHOTOCELL TABLE LUMINAIRE SPECS10 RECEPTACLE WIRING DIAGRAM DISCONNECT MOUNTING YES Encroachment Agreement - 20975 Valley Green Dr - CUPER 020 Final Audit Report 2020-12-09 Created:2020-12-07 By:Araceli Alejandre (aracelia@cupertino.org) Status:Signed Transaction ID:CBJCHBCAABAAPQJP8NqAlIBSpUbBJ1GVAWNm29kaRruW "Encroachment Agreement - 20975 Valley Green Dr - CUPER 0 20" History Document created by Araceli Alejandre (aracelia@cupertino.org) 2020-12-07 - 5:57:20 PM GMT- IP address: 73.170.27.253 Document emailed to Heather M. Minner (minner@smwlaw.com) for signature 2020-12-07 - 6:00:54 PM GMT Email viewed by Heather M. Minner (minner@smwlaw.com) 2020-12-08 - 11:19:30 PM GMT- IP address: 104.143.198.247 Document e-signed by Heather M. Minner (minner@smwlaw.com) Signature Date: 2020-12-08 - 11:20:08 PM GMT - Time Source: server- IP address: 52.39.49.65 Document emailed to Chad Mosley (chadm@cupertino.org) for signature 2020-12-08 - 11:20:10 PM GMT Email viewed by Chad Mosley (chadm@cupertino.org) 2020-12-09 - 0:09:54 AM GMT- IP address: 104.47.73.126 Document e-signed by Chad Mosley (chadm@cupertino.org) Signature Date: 2020-12-09 - 0:10:07 AM GMT - Time Source: server- IP address: 67.164.60.110 Document emailed to Kirsten Squarcia (kirstens@cupertino.org) for signature 2020-12-09 - 0:10:10 AM GMT Email viewed by Kirsten Squarcia (kirstens@cupertino.org) 2020-12-09 - 0:15:35 AM GMT- IP address: 104.47.46.254 Document e-signed by Kirsten Squarcia (kirstens@cupertino.org) Signature Date: 2020-12-09 - 0:15:51 AM GMT - Time Source: server- IP address: 69.110.137.176 Agreement completed. 2020-12-09 - 0:15:51 AM GMT