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HomeMy WebLinkAbout21-183 Encroachment Agreement, GTE Mobilnet of California Limited Partnership, dba Verizon Wireless, R.O.W, 21050 McClellan RdSF_CUPERTINO_005 1417695 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 terns of this Encroachment Agreement shall be as set forth in Section 2 of the Agreement. 5. Fees. The initial annual Rent for the term of this Encroachment Agreement shall be Three Hundred Dollars ($300) and paid in accordance with Paragraph 5.1 of the Agreement, as amended by Section 4, to that certain Settlement Agreement and Mutual Release entered into between Licensor and Licensee dated October 4, 2017, and as adjusted by Paragraph 5.2 of the Agreement. 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 givento 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: f- Name:Ch;;ri Mn-jp�/ Title: City Engineer ATTEST: �t- City Clerk , Clerk Nov 30, 2020 APPROVED AS TO FORM CITY1A�TTORNEY'S OFFICE BY "zz.Qiz W. 71,14 � PrintNameleather M. Minner City Attorney LWENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP, DB/A VERIZON WIRELESS by Cellco Partnership, its General Partner y 11 Name: Scott Stewart Title: Director Network Exhibits: Attachment 1 Attachment 1 Licensed Area See attached. E lurim. Ir I: 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) 989.1 102 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 MODUS, LLC 240 STOCKTON ST., RD FLOOR SAN FRANCISCO, C 94108 PHONE: (415) 989.11 EMAIL: VERIZONPOLY ONTEAt MODUSLLC.COM SF CUPERTINO 005 (NEAR) 21050 MCCLELLAN RD CUPERTINO, CA 95014 SITE ID: SF CUPERTINO 005 SITE TYPE: LIGHT POLE POLE #: 7995 COUNTY: SANTA CLARA 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 INSIDE NEW FRP CONCEALMENT SHROUD ON TOP OF POLE • INSTALL (1) RRUS 8843, (1) RRUS 4408, (1) RRUS 2205 RADIOS IN EQUIPMENT CONCEALED PEDESTAL BASE • INSTALL (2) PSU-AC08 BEHIND RADIOS IN EQUIPMENT CONCEALED PEDESTAL BASE • INSTALL NEW COAX FROM EQUIPMENT TO NEW ANTENNA WITHIN POLE • INSTALL (1) NEW DISCONNECT / SMART METER ON SIDE OF POLE • INSTALL (1) NEW AC LOAD CENTER IN EQUIPMENT CONCEALED PEDESTAL BASE • INSTALL NEW PEDESTAL BASE POLE AND FOUNDATION TO REPLACE EXISTING VICINITY MAP Stevens Creek Blvd Ike's Sandwiches > \Fli Center for the _ c•mpustx erforming Arts V- - '-- `8S De Anza College Flea Market / DASB... t ' De Anza College o� 0 T Corporation De Anza College 0 Fujitsu Planetarium lime of Christ 0 in1Cupertino William Faria Elementary School to 0 De Anza College Pool CL De Anza College 20 Stadium & Track ® o ® Golf Range Child Development 0 1 1 Center McClellan Terrace Apartments 7-Eleven 0 ®� ` 9 65 \ r 4 \ '\ DctoberWay CO Elm Ct a \ o i Staples 0 Party City 9 a g rr 5 0 Pepper Tree Ln Sh, m sore st d � p » aC 0 Kirsch Center for o Environmental Studies Q Cr SITE --- �AVilla Montessori School HOEFLER BLDGI MCC St Jude's M Episcopal Church 0 0 0 3 p Erin Way Lilac Way Kirwin Ln Cr 1 11� a o o First Steps a Shannon Ct o �d m 0 Learning WeeCare Asp o De Foe Dr _ 0 Hotly Oak Or ;%, MNrldge Ln r Sunny Day Care 0 dy�l AV 0 �� t \ PuI .2 \ �Go Sanskar Day Care O Ave cr a1\ U Way Woodlark Way c --r Dumas Dr Jollyman Park L N De La He h�rv,e7:. oy�mllCr J/O '18 c ryCt m c � o Drogrande PI K ,�` ' SITE INFORMATION SITE ADDRESS: OWNER: APPLICANT: LATITUDE: LONGITUDE: COUNTY: ASSESSORS PARCEL NUMBER ZONING: ELEVATION: (NEAR) 21050 MCCLELLAN RD CUPERTINO, CA 95014 CITY OF CUPERTINO 10300 TORRE AVE CUPERTINO, CA 95014 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 37.315215 NAD83 -122.041603 NAD83 SANTA CLARA PUBLIC RIGHT OF WAY NEAR 359-05-133 CITY OF CUPERTINO 286.69' AMSL 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 DETAILS 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 MO D U S MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BM �A�PPROVEDBY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK L_ �• .,,. �p,MES B F NO. C64533 - CIVILILN�� o F OF CA\ - 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 S F_C U P E RT I N O_005 (NEAR) 21050 MCCLELLAN RD 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 fil O D U S 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: BM 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 04/29/20 100% 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 I X SECTION REFERENCE SAND MATCH LINE - - - - - CENTERLINE WORK POINT _ _ _ _ _ PROPERTY/LEASE LINE QROF ESS /ON �p,MES NO. C64533 - CIVIL��� 0 OF. CA��F 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 S F C U P E RTI N O 005 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 (NEAR) 21050 MCCLELLAN RD CUPERTINO, CA 95014 GENERAL NOTES T-2 E TOP OF LIGHT 32'-5" AGL E TOP OF POLE 137EF AGL E LIGHT ARM, 76' 28'-1 1"AGL E LIGHT ARM SUPPORT 26'-T' AGL E TOP OF 2' SIGN 0'-8" AGLMV E 8BOTTOM OF ASIGGLN '4 (El TOP OF 1' SIGN 8'-1"AGL E BOTTOM OF SIGN 6'-7" AGL (E) GRADE Center pole Latitude 37.315215 N Longitude 122.041603 W NAD83 & WGS84 Pole height: 30'-1" VERTICAL DATUM THE NORTH AMERICAN VERTICAL DATUM OF 1988 ("NAVD88") Pole ID: 7995 Or' AT U. III-0' DESIGN BY: H.PE REV DESCRIPTION DRAWN BY: H.PE 1. ISSUE FOR CONSTRUCTION APPROVED: APPROVED: APPROVED: DATE 97 / (E) CONCRETE SIDEWALK MCCLELLAN RD CTR-LINE E OF THE (E) CONCRETE SIDEWALK 1 3 21050 I o MCCLELLAN RD w CUPERTINO, CA 95014 U APN: z O U 359-05-133 I W I POLE LIGHT I 6» PROPOSED LOCATION OF FACILITIES: LATITUDE: 37018'54.774"N LONGITUDE: 122°02'29.755"W ELEVATION: 286.69' I 35'-11" REF PLAT # BK. 359 - PG. 5 — — — — DISCLAIMER: THE BOUNDARY REPRESENTED ON THIS MAP IS BASED ON COMPILED E CONCRETE SIDEWALK (E) RECORD DATA, GIS LINEWORK AND IS BEST FlT ONTO EXISTING IMPROVEMENTS. IT IS POSSIBLE FOR THE LOCATION OF THE SUBJECT UTILITY POLE TO SHIFT FROM THE PLACEMENT SHOWN HEREON WITH FACE OF THE CURB ADDITIONAL FIELD EVIDENCE AND RESEARCH. THEREFORE, ANY SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE BOUNDARY AND EXISTING GROUND FEATURES, EASEMENTS, OR LEASE AREA SHOWN HEREON IS INTENDED TO BE APPROXIMATE AND IS SUBJECT TO Q VERIFICATION BY RESOLVING THE POSITION OF THE BOUNDARY LINES. 19 MCCLELLAN RD BASIS OF BEARINGS (HORIZONTAL DATUM) CTR-LINE GEODETIC NORTH AS REFERENCED TO THE WORLD GEODETIC SYSTEM OF 1984('WGS84'7, WHICH ON THIS SURVEY, FOR ALL INTENTS AND CD PURPOSES, IS THE SAME AS THE NORTH AMERICAN DATUM OF 1983 'NAD83'. I LANDSCAPE (E) CONCRETE SIDEWALK YI Q w I 20920 U, Z MCCLELLAN RD z w CUPERTINO, CA 95014 I I EASTERLY RIGHT-OF-WAY OF S STELLING RD 8'-1 "+ a BACK OF POLE TO 8'-l" AT 88.08° 6„ RIGHT-OF-WAY I � I 3 w m p U5 U wru I WESTERLY I Q M I ? Q v RIGHT-OF-WAY OF 3 U w U z S STELLING RD o w Z O wLL Q Q w C� O w 10 I U U U 703 I w o ' o _z J 90' 4746 Clayton Rd, Concord, CA, 94521. SF CUPERTINO 005 PlannENG e_® splannengCgmail.com 21050 MCCLELLAN RD, ✓1%U www.ptanneng.com CUPERTINO, CA 95014 -RL IL PROPERTY LINE ♦ - I -1- R/W RIGHT OF WAY E) EXISTING D%W DRIVEWAY N) NEW AGL ABOVE GROUND LEVE CTR-LINE CENTER LINE OH OVERHEAD SYMBOLS EXISTING POLE WATER VAULT PB PULL BOX STREET SIGN OTHER D TREE MB MAIL BOX NSHRUB nH MANHOLE Ow WATER VALVE FIRE HYDRANT GUY WIRE � STREET LIGHT POLE 0 EXISTING VALVE HE INLET © FIBER VAULT A MONUMENT O STREET LIGHT PULL BOX LINE TYPES N GRAPHIC SCALE 25 0 15 3005U50 (IN FEET) 1 inch = 30 ft. LAND �MIQHAEL El SHEET: C1 See City det 4-241, 5-2, 5-4, 5-10 21050 MCCLELLAN RD CA 95014 A.P.N.: 359-05-133 REMOVE & REPLACE CONCRETE, APPROX. 25 SQ. FT. AT APPROXIMATE LIMITS TO MATCH EXISTING ADJACENT ELEVATIONS, REPLACE WHOLE FLAGS, NOT PARTIAL LEGEND FFIBEI FIBER LINE(S) ELECTRICAL LINE STREET LIGHT LINE verizonv J EQU I PMENT GROU ND w 1 1/2" 2 CELL MAXCELL WITH ONE CELL CONTAINING NEW VERIZON WIRELESS � (2) #IOTHW POWER & (1) #8GROUND.OTHER CELL TO Label carrier gnd line in City box. N 2785 MITCHELL DRIVE, SUITE 9 z I L NC1 PROPOSED 1 1/2" DI A. PVC N/A REMAIN EMPTY, RESERVED FOR FUTURE USE. OUTSIDE OF WALNUT CREEK, CA J U THE MAXCELL CONTAINS (2) #8 EXISTING STREET LIGHT 94598 LU CL O CONDU CTORS & (1) #8 BARE EQU I PMENT GROU ND O U w NC2 PROPOSED 1 1/2" DIA. PVC N/A (5) FO JUMPERS CL NC3 PROPOSED 2" DI A. CONDUIT N/A FIBER CABLES (TBD) (UNDER SEPARATE PERMIT) PULL BOX TABLE DESIGNATION DESCRIPTION m o D U S (E) PULL BOX 6'-9"± BACK OF NEW CABINET TO ROW LINE 9"± FACE OF CABINET TO FOC (N) LIGHT POLE & (N) FOUNDATION (N) LOCATION OF VERIZON WIRELESS CANISTER ANTENNA IN FRP SHROUD MOUNTED ON LIGHT POLE (N) STEEL MAST ARM (N) LUMINAIRE (N) LOCATION OF VERIZON WIRELESS EQUIPMENT MOUNTED ON LIGHT POLE I (N) EQUIPMENT CONCEALED PEDESTAL BASE BY MANUFACTURER (E) LIGHT POLE & (E) POLE FOUNDATION TO BE REMOVED. TO BE FILLED WITH CONTROLLED DENISTY, FILL TO BOTTOM OF SIDEWALK BASE LAYER. (E) FACE OF THE CURB 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 bp placed by the City onto the new pole. ENLARGED SITE PLAN 24"x36" SCALE: 1 /2" = V-0" 1 1 "x 17" SCALE: 1 /4" = 1 ' -0" 2' 1 ' 0" 2' n V Z LU V) V) SCALE ^ 1 /2"=1 '-0" L 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 21050 MCCLELLAN RD CA 95014 A.P.N.: 359-05-133 SITE PLAN w z J w w O IL %i Q w 0 Ln w LU w U z _Q ENLARGED SITE PLAN I 3 > 0 (N) LOCATION OF VERIZON J WIRELESS CANISTER ANTENNA AND EQUIPMENT (E) FACE OF THE CURB Q w 0 w N Q w Uj w z J N U 0 z z 0 w Q U w w w OO� IL J Q w 0 w N w w U M N U 0 z z O Q U w w r Q 3 > 0 20920 MCCLELLAN RD CUPERTINO CA 95014 (E) FACE OF THE CURB 24"x36" SCALE: 1 /16" = V-0" 1 1 "x17" SCALE: 1 /32" = V-0" 16' 12' 8' 4' 0" 16' SCALE 1 / 16"=1 '-0" MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK = w _ m * NO. C64533 CIVIL "",OF 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 SF _C U P E RT I N O_005 (NEAR) 21050 MCCLELLAN RD 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. (N) FRP CONCEALMENT 1 ■ verizon%l SHROUD D 1 T.O. P CONCEALMENT SHROUD 35-6" AGL (N) VERIZON WIRELESS 4 RAID CENTER OF P CANISTER ANTENNA 34'-3"AGL I I I I CANISTER ANTENNA D_1 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 T.O. E LIGHT SENSOR II II II WALNUT CREEK, CA 94598 32'-5" AGL RAID CENTER OF P 5G ANTENNA 31'-7" AGL u I I u (N) (2) 5G ANTENNAS 6 T.O. N LIGHT SENSOR F IN FRP SHROUD D 1 T.O. E STEEL LIGHT POLE (E) LUMINAIRE 30'-6" AGL 4 30'-1"AGL T.O. N STEEL LIGHT POLE E LIGHT ARM 29'-1 1"AGL 0 MO D U S 28'-1 1" AGL (N) MAST ARM (E) LUMINAIRE (N) luminaire to be LED, see 8/E3 MODUS, LLC 240 STOCKTON ST., 3RD FLOOR E LIGHT ARM SUPPORT 26'-7" AGL SAN FRANCISCO, CA 94108 T.O. N NOTICE SIGNAGE 24'-9" AGL (N) NOTICE SIGNAGE 12 FACING STREETSIDE D-1 DRAWN BY: APE CHECKED BY: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK (E) LIGHT POLE TO BE REPLACED (N) LIGHT POLE eR F rss . T.O. E SIGN 10'-8" AGL (E) ROAD SIGN T.O. (E) SIGN 10'-8" AGL (E) ROAD SIGN 111 w _ m NO. C64533 -_ * �-. •- CIVIL �` T.O. (N) DISCONNECT 3 4 10 11 B.O. E SIGN / T.O. E SIGN 8'-1"AGL 8'-9" AGL B.O. E SIGN / T.O. E SIGN 8'-1"AGL � (N) SMART METER / DISCONNECT w/ SHUTDOWN SIGNAGE E-3 D-3 D-1 D-1 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. N DISCONNECT 7'-0" AGL B.O. E SIGN B.O. E SIGN PORT HOLE LOCATION 5 6-7" AGL 6-7' AGL FOR DISCONNECT D-3 8'-1 1" BACK OF POLE TO ROW LINE 6'-T BACK OF POLE TO ROW LINE S F_C U P E RT I N O_005 5 3 4 T.O. N EQUIPMENT ENCLOSURE 4'-0" AGL (N) VERIZON WIRELESS EQUIPMENT CONCEALED D-1 D-1 WITHIN PEDESTAL BASE -(1) RRUS8843, (1) 4408, (1) 2205 7 1 E-3 (NEAR) 21050 MCCLELLAN RD -(2) PSU AC08 LOAD CENTER D-1 D-2 C U P E RTI N O, CA 95014 -(1) TWIN D PLEXER 8 9 -(1) FIBER DEMARC BOX D-1 D-1 EXISTING & PROPOSED ELEVATIONS (E) FOUNDATION TO BE REPLACED 4 (N) FOUNDATION D-2 rk EXISTING SURFACE EXISTING SURFACE 0'-0" AGL 0'-0" AGL A-2 EXISTING ELEVATION 2 PROPOSED ELEVATION SCALE 1 „2ALo., „2 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. (N) FRP CONCEALMENT 1 ■ verizon%l SHROUD D 1 T.O. P CONCEALMENT SHROUD 35-6" AGL (N) VERIZON WIRELESS 4 RAID CENTER OF P CANISTER ANTENNA 34'-3"AGL CANISTER ANTENNA D_1 VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 T.O. E LIGHT SENSOR 32'-5" AGL RAID CENTER OF P 5G ANTENNA 31'-7" AGL 11 11 11 WALNUT CREEK, CA 94598 T.O. E STEEL LIGHT POLE (E) LUMINAIRE T.O. N LIGHT SENSOR 30'-6" AGL (N) (2) 5G ANTENNAS 6 IN FRP SHROUD D 1 30'-1"AGL T.O. N STEEL LIGHT POLE E LIGHT ARM 29'-1 1" AGL Q2 fYl O D U S 28'-1 1"AGL (E) LUMINAIRE (N) luminaire to be LED, see 8/E3 MODUS, LLC 240 STOCKTON ST., 3RD FLOOR (E) LIGHT ARM SUPPORT 26'-7" AGL SAN FRANCISCO, CA 94108 T.O. N NOTICE SIGNAGE 24'-9" AGL (N) NOTICE SIGNAGE 2 FACING OTHER SIDE D-1 DRAWN BY: APE CHECKED BY: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK (E) LIGHT POLE TO BE REPLACED (N) LIGHT POLE eR F rss . T.O. (E) SIGN 10'-8" AGL (E) ROAD SIGN T.O. E SIGN 10'-8" AGL (E) ROAD SIGN 111 w _ m N0. C64533 * _- �q] �-' CIVIL � oF. T.O. (N) DISCONNECT 3 4 10 11 B.O. E SIGN / T.O. E SIGN 8'-1"AGL 8'-9" AGL B.O. E SIGN / T.O. E SIGN 8'-1"AGL (N) SMART METER / DISCONNECT w/ SHUTDOWN SIGNAGE E-3 D-3 D-1 D-1 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED t PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT B.O. N DISCONNECT 7'-0" AGL r� B.O. E SIGN B.O. E1 SIGN PORT HOLE LOCATION 5 6-7" AGL 6-7' AGL FOR DISCONNECT D-3 S F_C U P E RT I N O_005 5 3 4 T.O. N EQUIPMENT ENCLOSURE 4'-0" AGL (N) VERIZON WIRELESS EQUIPMENT CONCEALED WITHIN PEDESTAL BASE -(1) RRUS8843, (1) 4408, (1) 2205 D-1 7 D-1 E-3 1 (NEAR) 21050 MCCLELLAN RD -(2) PSU AC08 -(1) AC LOAD CENTER D-1 D-2 C U P E RTI N O, CA 95014 -(1) TWIN DIPLEXER 8 9 -(1) FIBER DEMARC BOX D-1 D-1 EXISTING & PROPOSED ELEVATIONS (E) FOUNDATION TO BE REPLACED 4 (N) FOUNDATION D-2 rk EXISTING SURFACE EXISTING SURFACE 0'-0" AGL 0'-0" AGL A-3 EXISTING ELEVATION 2 PROPOSED ELEVATION SCALE 1 „2ALo., „2 REV 17 10-6-20 U Y m 0 J = 3- zoo W U 002 Q OrdLUL,O cn=1= =�-W �F-a LL Q W 0 = = OZ 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 U 0 Lu z H m J W Z Z Q H 0 J U Z ,0 LLJ Q Q 0-- LL U J Z Z 00 Q ?' =�zW 0 z Q = LL�-gLL Q w O J J U mLLW �Z u Lu O Q J CL Q W W Q = Z W Z Z 1 LL L F5Lu O,L,UW U - W 8 Lu Cn J Q Z O=AU) LLJLu Of Q�Q 0 U) H m Q Lu J =00�' C/) 'f Lu - 0 =oQzc� ¢¢� ~ ZIL Z U cnom W W C, W U d Z V 0<LZLJ0-1 O c)ow0- r�o r J = Z LW`Qz � U) U) 0 LEGEND O# EXISTING LUMINAIRE �# LUMINAIRE W/ CELLULAR EQUIPMENT MASTER PEU (MOUNTED TO POLE) OR OP STREETLIGHT COMMUNICATION EQUIPMENT - GATEWAY (MOUNTED TO POLE) # CIRCUIT NUMBER ELECTRICAL SERVICE CABINET � UNDERGROUND ELECTRICAL SERVICE POINT rl /\ I r- A A /\ I I K I-r r- r\ r- I r- /� T M T /- A I /" r- r 1\ A T /- r- r,/\ T K I T • SPLICED CONNECTION PULLBOX (NO SPLICE) r � MCCLELLAN Rd LUMINAIRES CONTROLLED BY INDIVIDUAL PHOTOCELLS. * TYPICAL SERVICE FUSE SIZE OF 30A USED FOR CALCULATIONS. + WATTAGE FOR PROPOSED CELLULAR EQUIPMENT IS BASED ON UTILIZING ONE RADIO RATED AT 19439W9 ONE RADIO RATED AT 130W9 ONE RADIO RATED AT 68W9 AND TWO RADIOS RATED AT 40OW EACH. SERVICE POINT LOCATION CIRCUIT # BREAKER (FUSE) SIZE POLE ID CELLULAR EQUIPMENT WATTAGE EXISTING LUMINAIRE PROPOSED LUMINAIRE AMPERAGE VOLTAGE DROP EXISTING PROPOSED EXISTING PROPOSED STERLING Rd & MCCLELLAN Rd 1 30A* 7995 29437+ 4OW ID - 1.3 1 1 05 0.36% 0.81 7996 - 4OW ID - 15934 - 4OW ID - 15935 - 4OW ID - 15936 - 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: 9-18-18 Scale: NO SCALE Designed: P. BATTH Drawn: P. BATTH Checked: S. VOGTMAN Proj. Engr: S.VOGTMAN File: SF CUPERTINO 005 (7995).dgn REVISIONS DESIGN DESIGN CITY I APPR. BY DATE APPR. DATE CUPERTINO IMPROVEMENT PLANS FOR MODUS OMT POLES POLE 7995 SF CUPER 005 CALIFORNIA FOR CITY OF CUPERTINO USE PROJECT # PUBLIC WORKS KEVIN REIDEN INSPECTOR: VOICE MAIL: (408) 777-3104 PROJECT ENGINEER DATE 9S,r CITY OF CUPERTINO SHEET A-4 DATE MARCH 2O15 L 7" ERICSSION PSU AC 08 ERICSSON STREETMACRO 6701 WHITE NOTICE BLUE BACKGROUND DIMENSIONS: 2.72" TALL x 10.79" WIDE x 7.09" DEEP DIMENSIONS: 21.2" TALL x 8.1" WIDE x 5.1" DEEP WEIGHT: 31.0± LBS WHITE BACKGROUND WEIGHT: 11.46 Ibs ■ TWIN DIPLEXER PCS/AWS DETAIL THE PSU IS REQUIRED TO OPERATE THE RRUS ON AC. IF THE RRUS IS INSTALLED OUTDOORS, THE ACCU IS CBC1 923T-431 0 / El1F13P06 verizon%/ BLACK SYMBOL ALSO REQUIRED, OTHERWISE THE ACCU IS OPTIONAL. THE EQUIPMENT FOR AC POWER SUPPLY IS SHOWN FIGURE 1 COLOR: GRAY 8.34" Antenna(s) TTOTAL WEIGHT: 4.4 LBSLL x 4.6" WIDE x 1.8" DEEP DIMESIONS: .3"Transmitting Radio frequency fields beyond 5.1 8.1 this point MAY EXCEED the FCC GROUNDING - INTERFACE - - - CR VERIZON WIRELESS General Population exposure o 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 0 2.5" 8.34" 0 00 94598 PRIOR to working beyond this N N o 0 o 10 C0 point. AC POWER INTERFACE PSU o0 8.1" CC)O v 00 P1000 UNISTRUT o 0 0 2 LOCATIONS Site I D/ PS LC: 00 0 0 Verizon NT VIEW (BACK TOBACKINS ALLATION) SIDE VIEW NOTES: _ ® p ry� O D U S ® o 1. OUTDOOR RATED SELF ADHESIVE VINYL DECAL WITH UV PROTECTION. -' �- 2. POST SIGN 3'-0" BELOW PROPOSED ANTENNA. J ACCU 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 FIGURE 1 240 STOCKTON ST., 3RD FLOOR IS PRESENT WITHIN 25 FEET FACING THE EXISTING POLE. SAN FRANCISCO, CA NOTICE S I G N AG E SCALE S 12 PSU AC08 SCALE S 9 ERICSSON 6 701 SCALE S 6 TWIN DIPLEXER SCALE S 3 94108 NTS NTS NTS NTS ERICSSION RRUS 8843 REMOTE RADIO UNIT DRAWN BY: APE RRUS 2205 CHECKED BY: BM COLOR: GRAY COLOR: GRAY DIMENSIONS: 14.96" TALL X 13.2" WIDE X 10.95" DIAMOND ENGINEERING SHUTDOWN PROTOCOL DIMENSIONS: 7.9" TALL x 7.9" WIDE x 3.9" DEEP TOTAL WEIGHT: 71.9 LBS. SERVICES WEIGHT: 9.9± LBS APPROVED BY: LJB Normal Shut -Down Protocols: 1. Call 800-264-6620 NOC 24HRS prior to schedule a shut -down day and time. PART # REV DATE DESCRIPTION 2. Give NOC the Node number VVSP360S-AM-00 3. On schedule day of shut -down, Put breaker switches in "OFF" position. 4. Call NOC when work is completed. 10 3.9 7.9 10.95" 0 04/03/20 100% CD 1 04/29/20 100% 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. OOOOOOOOOOOOOOOOOOOOOOOOOOO 4. Call NOC when work is completed. OOOOOOOOOOOOOOOOOOOOOOOOOOO 10 OOOOOOOOOOOOOOOOOOOOOOOOOOO __ _ ___ 0000000000000000000000000�0 I I 000000000000000000000000000 FRONT VIEW SIDE VIEW NOTES: 13.2" OOOOOOOOOOOOOOOOOOOOOOOOOO 7.9" 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 CANISTER ANTENNA, TOP VIEW SIDE VIEW FRONT VIEW SEE DETAIL 4/D-1 TOP VIEW I I eROF ESS • , of - SHUT DOWN SIGN SCALE 11 RRUS 2205 SCALE 8 RRUS U S 88 3 SCALE �j4_1 NTS NTS NTS `�' � Ln TESCO DISCONNECT BOX WITH CT AND METER SOCKET ERICSSON RADIO 4408 = C : _ � =_ N0. C64533 VVSSP-360S-M * COLOR: GRAY COLOR: GRAY N LPG DIMENSIONS: 20.5" TALL x 8.75" WIDE x 4.25" DEEP DIMENSIONS: 8.41" TALL x 7.88" WIDE x 4.13" DEEP ANTENNA COLOR: LIGHT GRAY TOTALWEIGHT: WEIGHT: 10.14± IBS DIMENSIONS:4.000LBS TALL x 012.00" NET WEIGHT: 2 �` �F'11...... 3-WIRE VOLTAGE: 120/240 5G ANTENNA, """" ' AMPACITY: 60 MAX SEE DETAIL 6/D-1 a 4.13 7.88"Ilk I I I 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 I II TOP VIEW � I NOTCH AT LIGHT 4.25" 8.75" N I ARM 06 06 SHEET METAL SKIRT o SF CUPERTINO 005 LO N 12.00" I - - ,,6 N PG&E SMART o � METER FRONT VIEW SIDE VIEW � N (NEAR) 21050 MCCLELLAN RD sHuroowN M EATON DISCONNECT LIGHT POLE CUPERTINO, CA 95014 BOX DG222NRB O 0LO 7.88" v 0.375 co ELEVATION VIEW DETAILS SIGNAGE PER 1 1/D-1 TOP VIEW PLAN ELEVATION SIDE VIEW FRONT VIEW D-1 DISCONNECT SCALE 10 RRUS 4408 SCALE 7 A N T E N N A SCALE 4 ANTENNA SHROUD & SKIRT SCALE 1 NTS NTS NTS NTS SIDEWALK: FOUNDATION: SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% RELATIVE COMPACTION. 1) FOUNDATION SOIL STRATA IS NATIVE SOIL OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT 1) WHERE UNSUITABLE SUBGRADE MATERIAL IS ENCOUNTERED, REMEDIAL WORK SHALL BE WHEN APPLICABLE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE SOILS REPORT & THESE PLANS, THE SOILS DONE UNDER THE DIRECTION OF THE CITY ENGINEER, INCLUDES BUT IS NOT LIMITED TO, REPORT SHALL GOVERN. REMOVING UNSUITABLE MATERIAL AND PLACING A LAYER OF CLASS II AGGREGATE SOILS REPORT: N/A BASE UNDER THE INSTALLATION. WHEN NO SOILS REPORT IS AVAILABLE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL SOIL 2) UNDERCUT SUBGRADE FOR GUTTER OR SIDEWALK SHALL BE FILLED WITH APPROVED CONDITIONS ARE APPROPRIATE FOR THE CONSTRUCTION OF THIS PROPOSED PROJECT AS SHOWN WITHIN. SOIL GRANULAR MATERIAL. DESIGN IS BASED ON CBC SOIL TYPE 5-CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, AND SANDY SILT (CL, ML, 3) EXISTING CONCRETE SHALL BE REMOVED AT EXPANSION OR WEAKENED PLANE JOINTS MH AND CH). IF MATERIALS OTHER THAN THOSE LISTED HEREIN ARE PRESENT, OR IF SOIL ENCOUNTERED IS OR AT SAWCUTS. OTHERWISE UNSUITABLE, A GEOTECHNICAL ENGINEER SHALL BE RETAINED FOR OBSERVATION AND 4) SAWCUTS MUST BE FULL DEPTH. RECOMMENDATIONS BEFORE PROCEEDING WITH CONSTRUCTION. AS A RESULT, INCREASED FOOTING DIAMETER 5) NO UTILITY BOXES, POLES, POSTS OR ANY OTHER FACILITIES OR DEVICES WILL BE AND/OR DEPTH MAY BE REQUIRED. PERMITTED IN THE SIDEWALK AREA WITHOUT THE WRITTEN APPROVAL OF THE CITY 2) FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED SOIL STRATA, OR ENGINEERED FILL. ENGINEER. 3) THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL. 6) NEW WORK SHALL MATCH EXISTING SCORE AND COLOR. 4) CENTER FOOTINGS UNDER COLUMNS UNLESS OTHERWISE INDICATED. 7) SUBGRADE SHALL BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO PLACING 5) OWNER/DEVELOPER AND APPROPRIATE SUBCONTRACTOR(S) ARE RESPONSIBLE FOR REVIEWING THE SOILS CONCRETE. REPORT (IF APPLICABLE) PRIOR TO COMMENCING CONSTRUCTION. 8) CONCRETE SHALL BE CLASS B-5 SACK MIX WITH 3/4 INCH MAXIMUM AGGREGATE. 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 9) CONCRETE SHALL HAVE A SLUMP OF NOT MORE THAN 4 INCHES. EASEMENTS. 10) NO ADMIXTURES SHALL BE USED WITHOUT THE PERMISSION OF THE CITY ENGINEER. 7) THE ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL BE CLEARED AND GRUBBED TO REMOVE 1 1) 1 /2" THICK EXPANSION JOINTS SHALL BE PLACED ON BOTH SIDES OF DRIVEWAY SURFACE VEGETATION AS REQUIRED. APPROACHES, CURB, GUTTER, AND SIDEWALK RETURN POINTS AND AT 20' ON CENTER. 8) STOP FOUNDATION POUR 3 1 /2" BELOW GRADE. PLACE FINISH CAP AFTER STANDARD IS SET AND 12) WEAKENED PLANE JOINTS AT LEAST 1 1 /2" DEEP SHALL BE PLACED AT THE CENTER OF DRIVEWAYS AND 20' ON CENTER. PLUMBED. BUILD UP GROUT UNDER STANDARD BASE ON LOW SIDE (TYP.). 13) 1 /4' DEEP SCORE MARKS SHALL BE PLACED AS DESCRIBED IN THE STANDARD 9) SURFACE OF FINISH CAP TO BE AT GRADE AND SLOPED TO MATCH EXISTING OR FUTURE SIDEWALK (TYP.). SPECIFICATIONS OR AS DIRECTED BY CITY ENGINEER. 10) ANCHOR BOLT SIZE AND LENGTH AS INDICATED (TYP.). 14) NO CONCRETE SHALL BE PLACED UNTIL THE CITY ENGINEER OR HIS AUTHORIZED 1 1) 4' SECTION OF ANCHOR BOLT BENT AT 90° RIGHT ANGLE (TYP.). REPRESENTATIVE HAS INSPECTED AND APPROVED FORMS OF SUBGRADE. 12) STANDARDS TO BE SET AT 1'-9" TO CENTER FROM BACK OF CURB UNLESS SHOWN OTHERWISE. 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 DESIGN CRITERIA DAYS AFTER PLACING CONCRETE. THIS SHALL INCLUDE ANT REQUIRED AC PATCHWORK. • DESIGN STANDARD: 2013 AASHTO-LTS6 18) FORM FACES SHALL NOT VARY FROM THE DIMENSIONS SHOWN BY MORE THAN .02 FEET. FORMS SHALL MEET GRADE. 0 WIND SPEED: 85 MPH 19) UNLESS OTHERWISE SPECIFIED ON THE APPROVED PLANS, CONCRETE SHALL BE CURED BY MEANS OF THE IMPERVIOUS MEMBRANE METHOD. WIND EXPOSURE: C 20) ALL SIDEWALK CONSTRUCTION ADJACENT TO CURB SHALL BE POURED MONOLITHIC WITH CURB UNLESS OTHERWISE APPROVED BY ENGINEER. SOIL LATERAL BEARING VALUE: 1500 PSF 21) ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COMPLETED NO LATER THAN 5 DAYS AFTER INSTALLATION OF UTILITY. SPECIAL INSPECTION 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 . FIELD WELDING FINISH GRADE OF FORMS AND TRANSITIONED AS REQUIRED BY THE CITY ENGINEER. • CONCRETE PIER COMPRESSION TESTS • REINFORCING PLACEMENT 22) ALL FACE ANGLE INSTALLATIONS IN RETURNS SHALL MATCH EXISTING RADIUS OF CURB. CONCRETE: GROUT: 1) ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14. 1) HIGH -STRENGTH NON -SHRINK GROUT SHALL BE PROVIDED BY SAKRETE. 2) CONTRACTOR SHALL VERIFY SITE CONDITIONS & ALL DIMENSIONS PRIOR TO STARTING 2) GROUT SHALL MEET OR EXCEED ASTM C1 107 SPECIFICATIONS. WORK. NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. 3) GROUT SHALL MEET THE PREPARATION/APPLICATION STANDARDS AS LISTED IN ACI 302.1 AND ACI 304.1 3) CEMENT SHALL CONFORM TO ASTM C150, TYPE II. 4) USE ONLY WHEN THE PRODUCT, AIR, AND SURFACE TEMPERATURE ARE ABOVE 40°F (4°C) FOR A MINIMUM OF 24 HOURS. 4) CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33. 5) CLEAN AREA AND REMOVE ALL UNSOUND CONCRETE, GREASE, OIL, PAINT, AND ANY OTHER FOREIGN MATERIAL THAT 5 ALL CONCRETE SHALL BE A 5 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF WILL INHIBIT PERFORMANCE. 4000 PSI AT 28 DAYS. 6) PRIOR TO GROUT PLACEMENT, ALL SURFACES MUST BE CLEAN AND SATURATED WITH WATER FOR 24 HOURS. REMOVE 6) ALL REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO ASTM A615 UNLESS EXCESS WATER BRINGING IT TO A SURFACE SATURATED FRY CONDITION (SSD). OTHERWISE NOTED. SEE PLAN FOR SIZE AND PLACEMENT. 7) PROVIDE AIR RELIEF HOLES WHERE NECESSARY IF GROUTING IS BENEATH LARGE PLATES. 7) MINIMUM LAP SPLICE SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED. 8) WOOD FORM WORK OR OTHER ABSORBENT FORMS SHOULD BE COATED WITH A FORM RELEASE OIL TO PREVENT 8) MINIMUM BEND DIAMETER SHALL BE 6 BAR DIAMETERS UNLESS OTHERWISE NOTED. GROUT ADHERENCE AND WATER ABSORPTION. 9) MINIMUM REINFORCING COVERAGE IS 3" UNLESS OTHERWISE NOTED. 9) DESIGN FORM WORK TO FACILITATE RAPID, CONTINUOUS AND COMPLETE FILLING OF THE SPACE TO BE GROUTED. 10) CONCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL AT DEPTH SHOWN. RODDING THE GROUT LIGHTLY WILL HELP MOVE MATERIAL. 1 1) BOTTOM OF ALL FOOTING TRENCHES SHALL BE CLEAN AND LEVEL. 10) USE METHODS THAT WILL ENABLE THE GROUT TO FLOW BY GRAVITY BETWEEN THE SURFACES AND KEEP THE GROUT IN 12) ALL ANCHOR BOLTS &THREADED ROD SHALL BE ASTM F1554 GRADE 55 MINIMUM, FULL CONTACT WITH THESE SURFACES UNTIL IT HAS HARDENED. UNLESS OTHERWISE 1 1) AVOID VIBRATION WHICH CAN CAUSE BLEEDING AND SEGREGATION. SHUT DOWN NEARBY MACHINES FOR A NOTED: NEW: & WITHOUT SIGNIFICANT RUST. TOP 2 FEET & HARDWARE TO BE MINIMUM OF 24 HOURS. GALVANIZED PER ASTM A123. 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 13) A 1 /2" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS UNCOATED ALUMINUM FROM DIRECT CONTACT WITH PORTLAND CEMENT -BASED MATERIALS. OTHERWISE NOTED. 14) REFER TO: 14) REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC TO BE EMBEDDED IN - ACI 351.1 R-99 REPORT ON GROUTING BETWEEN FOUNDATIONS AND BASES FOR SUPPORT EQUIPMENT AND MACHINERY CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. - ACI 351.2R FOUNDATIONS FOR STATIC EQUIPMENT 15) ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY MOTORIZED VIBRATORY - ACI 306R COLD WEATHER CONCRETING MEANS AND THOROUGHLY WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS - ACI 305R HOT WEATHER CONCRETING AND INTO CORNERS OF FORMS. 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. WELDING 16) WATER DEMAND AND MIX TEMPERATURE MUST BE DETERMINED USING STANDARD TEST METHODS FOR CONSISTENCY AND TEMPERATURE MEASUREMENT AT THE TIME OF APPLICATION. 1) ALL WELDS SHALL BE SHIELDED METAL ARC TYPE (SMAW), IN ACCORDANCE WITH THE 17) PLACE 3/4 OF DESIRED MIXING WATER, START MIXER THEN SLOWLY ADD THE DRY MATERIAL. AFTER ALL OF THE POWDER "STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION", AWS D1.1, HAS BEEN ADDED, SLOWLY ADD THE REMAINING 1/4 WATER UNTIL THE DESIRED CONSISTENCY IS ACHIEVED. BY THE AMERICAN WELDING SOCIETY. 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. 2) WELDING ROD SHALL BE E70XX, MINIMUM (70 KSI). 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 3) PERIODIC INSPECTION IS PERMITTED FOR THE FOLLOWING: HOURS OR APPLY AN ACCEPTABLE WATER BASED CURE AND SEAL AGENT. - SINGLE PASS FIELD WELDS NOT EXCEEDING 5/16" 23) PROTECT FROM FREEZING FOR A MINIMUM OF 48 HOURS AFTER PLACEMENT. ACI 308 STANDARD PRACTICE FOR CURING CONCRETE. 4) REMOVE ALL EXISTING CONDUCTORS AND GROUND WIRES FROM POLE PRIOR TO 24) AIR, MIX AND SUBSTRATE TEMPERATURES SHOULD BE BETWEEN 40°F (4°C) AND 90°F (320C). WELDING AND INSTALL NEW AFTER WELDING IS COMPLETE IN ACCORDANCE WITH - COLDER TEMPERATURES OR HIGHER HUMIDITY CONDITIONS WILL RETARD SET TIMES. STANDARD SPECIFICATION 86-2.04 (B) - DO NOT USE IN APPLICATIONS OF HIGH DYNAMIC LOADING. - DO NOT RETEMPER GROUT BY ADDING WATER. 5) WELDING TO BE PERFORMED BY AN AWS CERTIFIED WELDER FOR THE TYPE OF AND - DO NOT USE A FLOOR TOPPING OR IN LARGE AREAS WITH AN EXPOSED SHOULDER AROUND BASE PLATES. POSITION INDICATED. ALL WORK MUST BE IN CONFORMANCE WITH LATEST EDITION OF AISC & 25) READ AND UNDERSTAND THE SAFETY DATA SHEET (SDS) BEFORE USING THIS PRODUCT. WARNING: WEAR PROTECTIVE AWS D1.1. CLOTHING AND EQUIPMENT. FOR EMERGENCY INFORMATION, CALL CHEMTREC AT 800-424-9300 OR 703-527-3887 (OUTSIDE USA). 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. Provide Comscope pedestal Specs as detail or plansheet 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 7 NOTE: TOTAL ANCHOR PROJECTION IS 2 5/8" PLUS THE GROUT PAD THICKNESS (2) GALV HEX NUTS & (2) GALV FLAT WASHERS PER BOLT 1-3/4" MAX. HIGH STRENGTH NON SHRINK GROUT RACO 1/2"-l"BRONZE GROUND CLAMP OR EQUIVALENT, (4) TOTAL CONCRETE SQUARE 2 2) 1 1 /2" DIA. CONDUI (D3" MIN. CLR. TYP CONCEALED POLE — PEDESTAL BASE PER PLAN (N) CONCRETE TO MATCH — THICKNESS OF E), 3 1 /2" (E) CONCRETE TO REMAIN TO NEAREST SCORE JOINT 000 �z N w CB w � I J w 3Lu w OJ w w in coz� 0 W F, 3 O J PIER FOUNDATION 17" DIA BOLT CIRCLE PIER FOUNDATION F1554 GR. 55 ANCHOR LO = III-1 BOLTS, (4) TOTAL b II II —III= = I I _ _ ANCHOR PLATE, SEE DETAIL 1 /D-3 - _ 1 O� II II II II 1—I #4 TIES @ 12" O.C. (3) WITHIN TOP 5" II II #6 REBAR VERT, (6) TOTAL 3" MIN. _ CLR.TYP w z_r 2'-6" DIA. A. NEW DRILLED PIER SECTION P � �I O I\ C� :A>— I I B. PLAN VIEW PEDESTAL BASE PLATE 3" MIN. CLR.TYF C. PLAN VIEW PIER PEDESTAL POLE BASE 36"x36"x12" SQUARE TRANSITION (4) 1-1/4" DIA. x 30" THREADED ROD w/ GALVANZED DBL. NUTS & 3" DIA. MIN. WASHERS (24" MIN. EMBED.) SAW CUT (E) SIDEWALK TO FLAG LINES 1-1 /4" DIA X 30" ASTM F1554 GR. 55 ANCHOR BOLTS, (4) TOTAL #4 TIES @ 12" O.C. (3) WITHIN TOP 5" #6 REBAR VERT, (6) TOTAL (N) PSU TYP OF (2) DOOR SWING POWER/FIBER EQUIPMENT AC LOAD CENTER W/ OVP FIBER DEMARC MAINTENANCE SIDE ACCESS (N) RECTIFIER 0 v B 77 13 (N) STEEL PEDESTAL BASE W/ LOUVERED PANELS BY MANUFACTURER (N) RRU 2205 & RRU 4408 (MOUNTED BELOW) (N) RRU 8843 (N) RRU 8843 MOUNT BRACKET (N) TWIN DIPLEXER DOOR SWING (N) STEEL LIGHT POLE BY MANUFACTURER (N) SHEET METAL BASE PLATE COVER (N) STEEL PEDESTAL BASE W/ LOUVERED PANELS (N) RRU 2205 (N) RRUS 8843 (N) PSU (N) RRU 8843 MOUNT BRACKET (N) TWIN DIPLEXER (N) RRU 4408 (N) PSU (E) CONCRETE SIDEWALK OR GRADE B- I I I (N) CONCRETE ---0----- J FOUNDATION SECTION A -A 2 1 /2" MIN. 900 450 4d oouu00000000000000000000000 D ooll00000000000000l00000000 _ ooll00000000000000l00000000 D 1800 D D 0 00000l11111I D. HOOK AND BENDS ° 90° 135° 10 D D bd 0\\A. E. STIRRUP & TIES FOUNDATION DETAIL 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 (N) STEEL LIGHT POLE BY MANUFACTURER (N) SHEET METAL BASE PLATE COVER (N) STEEL PEDESTAL BASE W/ LOUVERED PANELS (N) RRU 2205 (N) RRUS 8843 (N) PSU (N) RRU 8843 MOUNT BRACKET (BEYOND) (N) TWIN DIPLEXER (N) RRU 4408 (N) PSU (E) CONCRETE SIDEWALK OR J i t I I GRADE a a a° al ° I aa \��AAA�AAA�AA�AA�AA�� ����AAA�AAA�AAA�AA�/ (N) CONCRETE FOUNDATION — — — — — J SECTION B-B 4 RRU MOUNTING DETAIL SCALE NTS verizon� VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 m MO D U S MODUS, LLC 240 STOCKTON ST., 3RD FLOOR SAN FRANCISCO, CA 94108 DRAWN BY: APE CHECKED BY: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK 'QRp..ESS pN"` �`�• �N,MES B F C� (j): - * NO. C64533 ","CIVIL = F OF C A� 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 S F_C U P E RT I N O_005 (NEAR) 21050 MCCLELLAN RD CUPERTINO, CA 95014 DETAILS D-2 REV 17 10-6-20 NOT USED NOT USED 6 NOT USED SNTSE 3 PORT TYPE A (PIPE) C D DISCONNECT 2"± 1-1 /2" 1 1/2" 3/4" TAPERED STEEL LIGHT POLE 1 /16" CHAMFER MIN I.S. & O.S. TYP U o A 3/16 SCHED. 40 STD PIPE SECTION A -A CABLE ACCESS AT PORT LIGHT POL STEEL MOUN BRACKET AN[ PLAT DISCONNEC STEEL MOUNT BRACKET AND PLATE 1/2" STAINLESS STEEL BANDS DISCONNECT SHUTDOWN FRONT VIEW ELEVATION 1/2" STAINLESS STEEL BANDS HT PO 1 1/2" STD NIPPLE 7 I DISCONNECT MOUNTING SIDE VIEW CUT HOLE TO 1 /16" LARGER THAN NOMINAL PIPE DIA., TYP. AT DISCONNECT: 1-1 /2" SCHEDULE 40 STEEL PIPE 1/2" STAINLESS STEEL BANDS STEEL MOUNT BRACKET AND PLATE 1/2" THREAD SEALING TAPE SCALE NTS 19 R 1 1 / 1 A" Cl F) POLE TOP SECTION NOTE: 1. CALTRANS TYPE 15 STANDARD POLE USED FOR REFERENCE ONLY 2. (10) 1/2" COAX SHOWN AS WORST CASE SCENARIO. FOR NUMBER AND SIZE OF COAX, SEE PLUMBING DIAGRAM, SHEET 2/E-2 (N) (10) 1/2" COAX CABLE TO ANTENNA (SHOWN AS WORST CASE SCENARIO) LIGHT POLE POLE TYPE C(BOLTCIRLE) IW jWl JW2 W3 STEEL 17.00" DIA 14.25" 12"1935" 2" 4 I ANCHOR PLATE A AIf-LJ/lD oI ATC SCALE NTS C ANCHOR PLATE A36 ANCHOR BOLT DIAMETER + 0.06" SCALE NTS 2 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: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK QROF ESS lON L_ �• .,,. �p,MES B F NO. C64533 - CIVIL��� o F of cA\-\F 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 S F_C U P E RT I N O_005 (NEAR) 21050 MCCLELLAN RD CUPERTINO, CA 95014 DETAILS 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: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK 'QRpF.SS k �`�• 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 S F_C U P E RT I N O_005 (NEAR) 21050 MCCLELLAN RD 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. IU UIHLK JIKLLI LIUHIJ City electric conductors and carrier fiber/electric conductors to be in separate conduit from str light to splice boxes. See note for ground w indet1. CITY SERVICE CONDUCTORS w STREET LIGHT PULL BOX o- CITY SERVICE CONDUCTORS TO SERVICE POINT (N) WATERPRO CONNECTION W/ 72" OF CONDUCTOR SLACK STREET LIGHT SINGLE LINE DIAGRAM FUTURE FIBER AND CONDUIT UNDER SEPARATE PERMIT FIBER FIBER/COAX DIAGRAM FIBER BOX FIBER POC (N) 2 #10 WIRES (N) 30A FUSE AT MID -POINT OF 48" CONDUCTOR SLACK IN PULLBOX E E E E E E 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 (N) STREET LIGHT l0A FUSE AT MID -POINT OF 48" CONDUCTOR SLACK IN PULLBOX (N) STREET LIGHT CONDUCTORS 2#10 (N) CONDUCTORS E-2 1 (N) EQUIPMENT U E LUMINAIRE (N) STREET LIGHT CONDUCTORS 2#10 CANISTER ANTENNA QQQQ (N) (10) 1/4" COAX CABLES FROM RADIOS / TWIN < DIPLEXER TO ANTENNA QQQQ .il 6701 6701 QQQQ (N) (2) TWIN DIPLEXER FIBER RRUS RRUS 2205 4408 ri I m Q (N) (8) 1/4" COAX (N) (1) FIBER JUMPERS TO f CABLES FROM RADIOS FEED EACH ANTENNA/RADIO w TO TWIN DIPLEXERS m W 8843 m I I POLE PEDESTAL BASE I I���� Cow T_ m �Tw w m I I"m I L J (N) (3) FIBER JUMPERS TO FEED LL22 T � oo w w m m m �I fBiR �I kBEFRR �I kB&R �IkE&R FIBEBRER -FIBER ER FIBEBRER FIBER FIBER FIBER FIBER FIBER 3 MOUNTING SURFACE 240/120 VOLTS 1 PHASE PANEL 3 WIRE "PPC All 10,000 MAIN A.I.C. SYM BUS 100A VOLT AMPS OTHER R C L G O E BC K R C R B R O E L G R C VOLT AMPS PHASE A PHASE B PHASE A PHASE B 1439 RRUS 8843 1 20 1 2 20 2 STREETMACRO 6701 400 68 RRUS 2205 1 15 3 4 STREETMACRO 6701 400 130 RRUS 4408 1 15 5 b 1100 1 MAIN 0 1569 68 400 400 PHASE A = 1969 PHASE B = 468 CONTINUOUS LOADS NON -CONTINUOUS LOADS 2437 x1.25 = 3046 UP TO 1 OKVA RECEPTACLES REMAINDER - x1.00 = - - x1.00 = - OTHER = - x1.00 = - TOTAL DESIGN KW = 3.046 TOTAL DESIGN AMPS = 12.69 If carrier ground to be connected to ground rod in city box, then carrier ground line to be labeled. D-1 4 CANISTER ANTENNA I I I I I I wG 2#10& 1#8GND I Iw I wG I I Iw I wG I � G I w w I w (N) #8 GROUND FROM w I wG ANTENNA TO BE r— — w — — — — — w CONNECTED AT GROUND BAR IN DISCONNECT (N) (4) #14 WIRES �� wG SWITCH PER CEC 250.94 G (N) (2) #8 GROUND w AND 800.100(B)(2) (N) #10 WIRE FROM a w RECEPTACLE TO DISCONNECT w w (N) 68A SMART 3 w w METER E-3 0 (N) (4) WIRE 2 w G w w RECEPTICLE E-3 I I w RRUS 8843 E EE w (N) (2) #10 WIRES G G m m w ' w w (N) TERMINAL BLOCK SPLICE/ m ' CONNECTION I Gm I m 3�� mGwwG w (� E POLE PEDESTAL EEE EE EE E ' w BASE RRUS 4408 m G G G w G G E G "G G J w Gm G w w w G w m RRUS 2205 GEE I''mmG`^ wwG w w G w w DRE wwG TERMINALIBLOCK O (N) (2) #12 WIRES & m ww w DISCONNECT (1) #12GROUND " Gm E 0 (N) (2) #12 WIRES & GE 20 1 15 1 EG �L=1 w (1) #12GROUND GE 15/1 15/1 EG w w (N) DISCONNECT (N) (2) #12 WIRES & GE GE f, 15 1 100 1 c E G c E E G (1) #12 GROUND w w (N) (2) #10 WIRES & w G w (1)#10GROUND -------- -----------J (N)(2)#10WIRES (N) AC LOAD CENTER E E G G G (2) #10 TO STREET LIGHT � E E E w CONDUCTORS (N) STREET LIGHT 10A FUSE E S E E E E G E E E E E E E E (N) 30A FUSE w w E E E E E E E E (N) #8 GND STREET LIGHT G G G G G G G (N) #8 GROUND TO BE BONDED TO GROUND ROD IN STREET LIGHT PULL (E) CITY SERVICE POINT G BOX SEE CIRCUIT DIAGRAM G G 0— E E E E E E E E E E E E E E+ TO OTHER STREET LIGHTS CITY SERVICE CONDUCTORS CITY SERVICE CONDUCTORS STREET LIGHT PULL BOX NOTE: CONDUIT FILL CALCULATIONS SEE STREET LIGHT SINGLE n^^^ 2 REQUIRED 1.5" Q CONDUIT CONTACT LINE DIAGRAM ENGINEER IF SMALLER (N) 5/8"DIA.x10' GROUND ROD PER N.E.C. ARTICLE 250 2 ELECTRICAL AND GROUNDING DIAGRAM D-1 6 5G ANTENNA SHROUD 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: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK 'gOESSl pN �`�• �N,A S B F * NO. C64533 CIVIL��� = F OF CAL,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 S F_C U P E RT I N O_005 (NEAR) 21050 MCCLELLAN RD CUPERTINO, CA 95014 ELECTRICAL SINGLE -LINE AND GROUNDING DIAGRAM E-2 REV 15 10-6-20 NOT USED Use City of Cupertino std trench and surface restoration detail 4-24. NOT USED NOT USED 121 NOT USED 19 New luminaire to be LED, Cree RSW Series 3ME, 40K7 provide detail 11 I NOT USED 3 1 /8" DUAL IN -LINE FUSE HOLDER TOP VIEW v CV SIDE VIEW FUSE HOLDER Conduit Fill Calculation - 2" PVC with MaxCell 2-cell Conduit Inside Diameter (I.D.): 2 in. Total Inside Area, (n/4)D2 (n/4)(2)2 - 3.14 in.' Allowable fill at 40% (Per CEC): (3.14)x0.4 = 1.26 in.2 1.5" PVC Calculated Fill: Area final JQLL Total Arealin.-1 Fiber": 12F 0.0544 4 0.2176 ATT Power: 410 0.0243 2 0.0486 ATT Ground: #8 0.0437 1 0.0437 Streetlight Power*": q8 0.0437 2 0.0874 Streetlight Ground: Na 0.0437 2 0,0874 Total: 0,4847 Total calculated fill is less than 40% allowable NICKLE PLATED WHITE COLOR PLUNGER SWITCH BRASS PIN COPPER COLOR 6 I SMART METER All power and groundconductors Type THW •'WORST CASE SIZE OR QUANTITY SHOWN CONSERVATIVELY, SEE PLANS FOR ACTUAL SIZE QUANTITY REQUIRED 8 I CONDUIT FILL CALCS AC LOAD CENTER Q0612L100RB (OR APPROVED EQUAL) COLOR: GRAY DIMENSIONS: 12.75" TALL x 9" WIDE x 4.25" DEEP TOTAL WEIGHT: 3 LBS. PHASE.: 3-WIRE VOLTAGE: 120/240 AMPACITY: 100 MAX PHOTOCELL TABLE POLE ID CIRCUIT # PHOTOCELL REQUIRED (YES/NO) 15936 1 NO 15935 1 NO 15934 1 NO 7996 1 NO 7995 1 NO Resubmit to indicate that photocell is required; applies for all new poles. 10 PHOTOCELL TABLE Ytz5 4 1 14" SIDE VIEW FRONT VIEW 7 AC LOAD CENTER SIGNAGE PER 11 /D-1 Lq TOP VIEW LO N 5 (N) 68A PG&E TRANSFORMER RATED SMARTPOLE METER (FURNISHED & INSTALLED BY PG&E) ELEVATION nA,,c) BRASS PIN COPPER COLOR BRASS PIN NICKLE PLATED WHITE COLOR PLAN 4-PIN SOCKET RECEPTACLE WIRING DIAGRAM 3 TING CCNNECTOR ON METER RBELL HU-2451 0 0 111-*1 BOLT GRND. 2 BOLT PARALLEL CROSS RUN UNIVERSAL PIPE ROD CLAMP SPLICER CLAMP CLAMPS 75/1.25 �f. CLAMP 0 UNIVERSAL PIPE CLAMPS 4 MECHANICAL CONNECTION 50H2 2 vermizonN/ 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: BM APPROVED BY: LJB REV DATE DESCRIPTION 0 04/03/20 100% CD 1 04/29/20 100% CD PLAN CHECK 2 09/22/20 100% CD PLAN CHECK 'QRpFASS k �`�• MES B F y=� * N0. C64533 CIVIL��� = F OF CAL,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 S F_C U P E RT I N O_005 (NEAR) 21050 MCCLELLAN RD CUPERTINO, CA 95014 ELECTRICAL DETAILS E-3 1 REV 17 10-6-20 Encroachment Agreement - 21050 McClellan Road - CUPER 005 Final Audit Report Created: 2020-11-24 By: Araceli Alejandre (aracelia@cupertino.org) Status: Signed Transaction ID: CBJCHBCAABAAv5fbvppf5iAJPggeypoR2PAMkc749--7 2020-12-01 "Encroachment Agreement - 21050 McClellan Road - CUPER 0 05" History Document created by Araceli Alejandre (aracelia@cupertino.org) 2020-11-24 - 4:21:10 PM GMT- IP address: 73.170.27.253 Document emailed to Heather M. Minner (minner@smwlaw.com) for signature 2020-11-24 - 4:23:06 PM GMT Email viewed by Heather M. Minner (minner@smwlaw.com) 2020-11-30 - 10:53:52 PM GMT- IP address: 104.143.195.239 &0 Document e-signed by Heather M. Minner (minner@smwlaw.com) Signature Date: 2020-11-30 - 10:54:16 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 - 10:54:18 PM GMT Email viewed by Chad Mosley (chadm@cupertino.org) 2020-11-30 - 11:27:15 PM GMT- IP address: 104.47.44.254 Document e-signed by Chad Mosley (chadm@cupertino.org) Signature Date: 2020-11-30 - 11:27:30 PM GMT - Time Source: server- IP address: 67.164.60.110 Document emailed to Kirsten Squarcia (kirstens@cupertino.org) for signature 2020-11-30 - 11:27:32 PM GMT Email viewed by Kirsten Squarcia (kirstens@cupertino.org) 2020-12-01 - 4:00:04 AM GMT- IP address: 104.47.46.254 &0 Document e-signed by Kirsten Squarcia (kirstens@cupertino.org) Signature Date: 2020-12-01 - 4:00:14 AM GMT - Time Source: server- IP address: 148.64.105.190 Adobei ol)2 Slgl'1 c�rerrrinv Agreement completed. 2020-12-01 - 4:00:14 AM GMT FMIdi Adobe Ob2 Slgl'1 CVrLR INO