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18-091 Encroachment Agreement, GTE Mobilnet, R.O.W. at 10465 S. De Anza Blvd.CUP ERO O l / 41 77 09 R..O . ..J AT Ja',(~5 S. DE r7 /'lilt1 /5U,) -(.Jf[(Z u ol ENCROACHMENT AGREEMENT This Encroachment Agreement ("Encroachment Agreement"), made this ·z. "i day of t"\A '( , 20.J..!__ ("Effective Date") between the City of Cupe11ino, a political subdivision of the State of California, hereinafter designated "Licensor" and GTE Mobilnet of California Limited Pai1nership, cl/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 ce11ain 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 te1ms and conditions of the Agreement are incorporated hereby by reference and made a pai1 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 te1ms 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 fmther described in Attachment 1 attached hereto (the "Licensed Area"). 3 . Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment 1 attached hereto. 4 . Term. The term of this Encroachment Agreement shall be as set fo11h in Section 2 of the Agreement. 5 . Fees . The initial Rent for the term of this Encroachment Agreement shall be $1 ,500.00, as dete1mined in accordance with Pai·agraph 5.1 of the Agreement, as adjusted by Paragraph 5.2. 6. Commencement Date . The first day of the month following the date Licensee has Commenced Installation of its Equipment at the Licensed Area. 7. · Approvals/Fiber. It is understood and agreed that Licensee's ability to use the Licensed Area is contingent upon its obtaining all of the certificates , permits and other approvals ( collectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities, as well as a satisfactory fiber and electrical connection which will permit Licensee use of the Licensed Area as set forth above . In the event that (i) any of such applications for such Governmental Approvals should be finally rejected; (ii) any Governmental Approval issued to Licensee is canceled, expires, lapses , or is otherwise withdrawn or terminated by governmental authority; (iii) Licensee dete1mines 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 te1minate this Encroachment Agreement. Notice of Licensee's exercise of its right to terminate shall be given to Licensee in w1iting by certified 1011 83436_1.docx 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 te1mination date shall be retained by Licensor. Upon such te1mination, this Encroachment Agreement shall be of no fu1ther force or effect except to the extent of the representations , wananties and indemnities made by each pa11y to the other hereunder. Otherwise, Licensee shall have no fu1ther obligations for the payment of Rent to Licensor. 8 . Miscellaneous. ------------------------- [Signature page follows] EXECUTED to be effective as of the date shown above. Exhibits: Attachment 1 LICENSOR: City of Cupertino , a political subdivision of the State of California By o,4~ Name: C fl/fD t1'I o 5 t.i;'f Title: --c-, ,-r~-cAJ~r;--11,J-C~-G~/t;~---- LICENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP, DIB I A VERIZON WIRELESS by Cellco Partnership , its General Pa1tner By: ~C0-a ~~LwN-4 s ), }le Name: _rri_or\--'---~~-[t__,_-'-- Title: PI~ ~ NQl.QYI"-- See attached. Attachment 1 Licensed Area verizon" ~A ~ ~ ICHERYL QR !1 Q SITEJ PACIFICA OR SILVERAQOA\lr: ~ CUPERTINO DIRECTIONS FROM VERIZON WIRELESS OFFICE W ALNUT CREEK CA: HEAD NORTHEAST ON MITCHELL OR TOWARD OAK GROVE RO TURN LEFT ONTO OAK GROVE RO use THE LEFT 2 LANES TO TURN LEFT ONTO TREAT BLVD TURN RIGHT ONTO N MAIN ST TURN RIGHT ONTO THE INTERSTATE 680 S RAMP TO OAKLAND/SAN JOSE MERGE ONTO 1·680 S CONTINUE ONTO 1·280 N USE THE 2ND FROM THE RIGHT LANE TO TAKE THE OE ANZA BOULEVARD EXIT USE THE LEFT 2 LANES TO TURN LEFT ONTO NOE ANZA BLVD ~il~[c'Wil--Ylcl 1H•Ul-- TITL E I SIGNATURE I DATE VERIZON PM --- VERIZON CM --- VERIZON RF --- MODUS PM --- MODUS CM --- UTIL ITIES --- LA NDLOR D/ PROPERTY OWNER 1...4 Pei S ,., U a\ ~1 :l·:i--.-eTef PROJECT DE S CRIPTION THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNED WIRELESS TELECOMMUNICATION FACILITY CONSISTING OF AN ANTENNA ANO ASSOCIATED EQUIPMENT ON A CITY OF CUPERTINO REPLACEMENT STEEL LIGHT POLE IN THE PUBLIC RIGHT Of WAY. EXISTING POLE ANO FOUNDATION TO BE REMOVED ANO REPLACEOWITH NEW STEEL POLE ANO CONCRETE FOUNDATION. EXISTING POLE FOUNDATION TO BE DEMOLISH.ED TO A MINIMUM DEPTH BELOW EXISTING GRADE ANO ABANDONED IN PLACE. GENERAL SCOPE OF WORK 0 ANTENNAANQAS§QCIATEO EQUIPMENT INSTALL A NEW CYUNOR1CAL ANTENNA ANO EQUIPMENT ON A STEEL LIGHT POLE. INSTALLATION CONSISTS Of (I) NEW CYLINDRICAL ANTENNA CONCEALED IMTHIN NEW CONCEALMENT SHROUD AT TOP OF LIGHT POLE. (2) NEW RRUS EQUIPMENT CABINETS AND (1) NEWLOAO . CENTER / DISCONNECT MOUNTED TO LIGHT POLE ANO ASSOCIATED POWER, FIBER ANO COAXIAL CABLES ROUTED WITHIN LIGHT POLE. 0 ~ ALL NEW EQUIPMENT ANO MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE. INCLUDING ANTENNA SHROUD. MOUNTING BRACKETS. CABLE SHROUD/ SWEEP. RRUS UNITS. RRUS MOUNTING BRACKETS AND LOAD CENTER . 0 ~ CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER 'MTHOUT EXCESS CABLE LOOPS. 0 SIGNAGE fCCMANOATED RF NOTICE/ WARNING ANO SHUT-DOWN StGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS. THE CITY OF CUPERTINO REQUIREMENTS. THE CALIFORNIA PUBLIC UTILITIES COMM IS10N GENERAL ORDER 95 SECTION 94.S ANO PACIFIC GAS ANO ELECTRIC REQUIREMENTS. PROJECT DESCRIPTION •i' ARCHITECT JAMES VACCARO ARCHITECT, INC. 411 OONQEE WAY. UNIT C PACIFICA. CA 94044 CONTACT: JAMES VACCARO. AIA CONTACT NUMBER: (415) 608-3670 FA.X NUMBER: (415) 963·4471 EMAIL: JVACCARO@JVARCHITECT.COM SURVEYOR HAYES LAND SURVEYING AND MAPPING 2830 MADIGAN COURT CONCORD. CA 94Sl8 CONTACT: RlCK HAYES CONTACT NUMBER: (925) 798-3591 EMAIL: RKSEYAH@COMCAST.NET STRUCTURAL ENGINEER JEFFREY M . VAN DYKE. S.E. 1470FELTAROAD HEALDSBURG. CA 95448 CONTACT NUMBER: (707) 696-3721 EMAIL:JEFFREY@S TR U CTURALENGINEE R INGCON SUL TING.CO~ AGENT PROJECT MANAGER MODUS. INC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT: KEVIN BOWYER PHONE: (408) 219-5442 EMAIL: KBOVVYER@MOOUS·CORP.COM •leTell1::r 11111:::f",,.l , SITE NAME: SITE ID: LOCATION CODE: S F _CUPER001 CPSC001 .417709 LTPL1004 24431 4993063026 ASSET ID: BADGE NUMBER: SERVICE ID: SITE ADDRESS: A PPL IC A NT VERIZON WIRELESS 2785MITCHELLDRIVE.SUITE9 WALNUT CREEK. CA 94598 CO NTACT: JENNIFER HAAS PHONE: (650) 759-1377 COUNTY: SITE TYPE: EMAIL: JENNIFER.HAAS@VER IZONWIRELESS.COM A GENT MODUS. INC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT: KEVIN BOWYER PHONE:(408)219-5442 EMAIL: KBOVINER@MOOUS·CORP.COM PROPE RTY OWNER CITY OF CUPERTINO CUPERTINO CITY HALL 10300 TORRE AVENUE CUPERTINO, CA 950\4-3202 PHONE:(408)777-3354 EMAIL: ENGINEERING@CUPERTINO.ORG A,P,N.: OCCUPANCY TYPE: CONSTRUCTION TYPE: ZONING JURISDICTION: ZONING DESIGNATION: LATITUDE (NAO 83): LONGITUDE (NA083): GROUND ELEVATION: ROW ADJACENT TO 359-17•0\9 NI A-LIGHT POLE IN ROW TYPE V•B CITY OF CUPERTINO "" 31· 1a·sa.99"N 122"01'57.00"W t248,6AMSL ALL WORK ANO MATERIALS SHALL BE PERFORMED ANO INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE AUTHOR ITIES HAVING JURISDICTION. NOTHING IN THESE Pl.ANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES ANO AUTHORITIES HAVING JURISDICTION. 2016 CALIFORNIA ADMINISTRATIVE CODE. TITLE 24 PART 1 2016 CALIFORNIA BUILDING CODE. TITLE 24 PART 2 2016 CALIFORN IA ELECTRICAL CODE. TITLE 24 PART 3 20 16 CALIFORNIA MECHANICAL CODE. TITLE 24 PART 4 20 16 CALIFORNIA PLUMBING CODE. TITLE 24 PARTS 2016 CALIFORNIA ENERGY CODE. TITLE 24 PART 6 20 16 CALIFORN IA FIRE CODE. TITLE 24 PART 9 ANSI/TIA-222-G 20 18 NFPA 101 . LIFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTR ICAL CODE 2016 NFPA 72. NATIONAL FIRE ALARM CODE 2016 NFPA 13. SPRINKLER CODE 2013 AASHTO LTS-6 STATE Of CALIFORNIA GENERAL ORDER NO. 128 CITY/ COUNTY ORDINANCES ANO CODES ACCESSIBILITY FACILITY IS UN-MANNED ANO NOT FOR HUMAN REQUIREMENTS:HABITATION. DISABLED ACCESS NOT REOUIREO IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITLE 24. PART 2, VOL. 1. CH APTER 118. OIV!S!ON 2. SECTION 118-203.S. 1SHEET NO. T-1 T-2 T-3 C-1 A-1 A-2.0 A-2.1 A-3 5-1 5-2 EP-1 EP-2 EP-3 5P-1 5P-2 5P-3 PUBLIC ROW ADJACENT TO 10465 S. DE ANZA BOULEVARD CUPERTINO, CA 95014 SANTA CLARA COUNTY STEEL LIGHT POLE SHEET TITLE REV . TITLE SHEET SYMBOLS. ABBREVIATIONS GENERAL NOTES TOPOGRAPHIC SURVEY. EXISTING CONDITIONS SITE PLAN. ENLARGED ANTENNA LAYOUT. ENLARGED EQUIPMENT LAYOUT ELEVATIONS ELEVATIONS DETAILS STRUC'rURAL NOTES. DETAILS DETAILS SINGLE LINE DIAGRAM. EQUIPMENT GROUNDING DIAGRAM UTILITY PLAN, CONDUIT SCHEDULE, CIRCU IT DIAGRAM DETAILS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS ..... 1,1::a:e£•1.r,1:;;i-.r.!.,~rlil -.-1:r:::l:::iilNTil=" _=-JAMES VA CC ARO A R C H IT E C T, I N C . ,11 OOIIOEE W"-Y,Ulm C '"-CIAC"-IC"-•9•0u .. ~ • .01,l.,Q,i10Hfi<l).h).U 11 0 )1 •IFO•JY"-~C"IIECI.COM WW W,./V"-RCH11EC1.COM WENT @) --MODUS, INC. 2.0 STOCKTON STFIEET lRO HOOA s.t.>IFR.'INCISCO Cl.9•10& verizon" VERIZON WIRELESS 21a,1.11TCHEllOR,vE,SU1lE9 WALNUTCREEl<CAi-ol~I CO N SULTANTS .... 0 0 o:::~ w8 a. 0 :) CJ) u 0.. 10 LL en 0 1-o n:: z I-:!;..,~ ~wo <t: W....JI.O -:im (.)=>mo ..... <(O«:«:o ,CDu3::,..:_ ~r':5o ~;i; s:~~(.)~ ~~ffiiil~ (.) . a..:::) ~cn =:in.. ro t.0 u · · :::) (0 z n.. ~ ~ :i]"~~:~::·~ • 01->l-lllil ~~ ~;::,:; . .;, REV I DATE ISSUE 1(1/18/2017 j 90% CONSTRUCTION 21612018 I 100% CONSTRUCTION 3/2612018 hOO'll, CONSTRUCTION REV . ~~r.~~i~\}Iff~~ COJIY N!GHT:018 JAMES VACCAAOARCH1 1ECT INC TITLE SHEET T-1 & AND "L" ANGLE CD CONSTRUCTION EXP EXPANSION @ AT DRAWINGS EXP EXPOSED L ANGLE , BY CEC CALIFORNIA ELECTRICAL EXT EXTERIOR L LENGTH '. CENTERLINE CODE EXT EXTINGUISHER LAD LADDER DEGREE CEM PLAS CEMENT PLASTER F FAHRENHEIT LAG LAG BOLT . DIAMETER CERT CERTIFY FAB FARICATE(D) LAM LAMINATE EQUAL CFC CALIFORNIA FIRE CODE FAR FLOOR AREA RATIO LAT LATITUDE '" EXISTIN G CFICI CONTRACTOR FURNISHED/ FOTN FOUNDATION LAV LAVATORY FEET CONTRACTOR FE FIRE EXTINGUISHER LB LAG BOLT INCH(ES) INSTALLED FF FINISH FACE LBS POUND (NI NEW CFIOI CONTRACTOR FURNISHED/ FF5E FURNITURE. FIXTURE. AND LED LICHT EMITTING DIODE . NUMBER OWNER INSTALLED EQUIPMENT LF LINEAR FEET , PER CFM CUBIC FEET PER MINUTE FH FIRE HYDRANT LH LEFT HAND % PERCENT CHK CHECK FIN FINISH LHR LEFT HAND REVERSE ' PLATE CIR CIRCLE FLASH FLASHING LHS LEFT HAND SIDE ' PLUS/MINUS CJ CONSTRUCTION JOINT FLEX FLEXIBLE LIN LINEAR AB ANCHOR BOLT CJ CONTROL JOINT FLR FLOOR LKNT LOCKNUT AC ALTERNATING CURRENT CL CENTERLINE FLOUR FLUORESCENT LKWASH LOCKWASHER AC ASPHAL TIC CONCRETE CLASS CLASS!FICA TION FM FACTORY MUTUAL LL LIVE LOAD NC AIR CONDITIONING CLG CEILING FO FIELD ORDER LLH LONG LEG HORIZONTAL ACI AMERICAN CONCRETE CLR CLEAR FO · FINISHED OPENING LLV LONG LEG VERTICAL INSTITUTE CM CONSTRUCTION MANAGER FOC FACE OF CONCRETE LN LANE ACT ACOUSTICAL CEILING TILE CMC CALIFORN IA MECHANICAL FOF FACE OF FINISH LNG LIQUID NATURAL GAS ADA AMERICANS 'NITH CODE FOS FACE OF STUD LOC LOCATION DISABILITIES ACT CMU CONCRETE MASONRY FOW FACE OF WALL LONG LONGITUDINAL ADJ ADJACENT UNIT FP FIRE PROTECTION LT LIGHT ADMIN ADMINI STRATION co COMPANY FP FIRE PROOF LTD LIMITED ,.,E ARCHITECT/ ENGINEER COi CERTIFICATE OF FR FIRE RATING LTE LONG TERM EVOLUTION AFF ABOVE FINISHED FLOOR OCCUPANCY FR FIRE RESISTANT LTG LIGHTING AGL ABOVE GROUND LEVEL COAX COAXIAL CABLE FRMG FRAMING LVD LOUVERED AHJ AUTHORITY HAVING CONC CONCRETE FRP FIBER REINFORCED LVR LOUVER JURISDICTION CONO CONDITION PLASTIC MAINT MAINTENANCE AIA AMERICAN INSTITUTE OF CONN CONNECT FRT FIRE RETARDANT MAN MANUAL ARCHITECTS CONT CONTINUOUS TREATED MATL MATERIAL AISC AMERICAN INSTITUTE OF COORO COORDINATE FRWY • FREEWAY MAX MAXIMUM STEEL COR CHANGE ORDER REQUEST FT FEET MB MACHINE BOLT CONSTRUCTION COOR CORRIDOR FT FIRE TREATED MC MC CHANNEL ALT ALTERNATE CPT CARPET FT FOOT MDf MEOIUM·DENSITY ALUM ALUMINUM CSI CONSTRUCTIO N FTILB FOOT/ POUND FIBREBOARD AMP AMPERE SPECIFICATIONS FTG FOOTING MECH MECHANICAL AMSL ABOVE MEAN SEA LEVEL INSTITUTE FURN FURNISH MED MEDIUM ANDO ANODIZE CSK COUNTER SUNK FUT FUTURE MEMS MEMBRANE ANSI AMERICAN NATIONAL CSMT CASEMENT GA GAGE MFR MANUFACTURER STANDARDS CT CERAMIC TILE GA GYPSUM ASSOCIATION MFR REC MANUFACTURER'S INSTITUTE CTG COATING GAL GALLON RECOMMENDATION ANT ANTENNA CTR CENTER GALV GALVANIZED MHZ MEGAHERTZ APA AMERICAN PLYV\IOOD CTRL CONTROL GB CRAB BAR MID MIDDLE ASSOCIATION cu COPPER GC GENERAL CONTRACTOR MIN M IN IMUM APPROX APPROXIMATE CUYD CUBIC YARD GEN GENERATOR MIRR MIRROR ARCH ARCHITECT cw CLOCK'NISE GFCI GROUND FAULT CIRCUIT MISC MISCELLANEOUS A SCE AMERICAN SOCIETY OF CYL CYLINDER INTERRUPTER MK MARK CIVIL ENGINEERS ' PENNY(NAIL) GLULAM GLUED LAMINATED WOOD ML METAL LATH ASHRAE AMERICAN SOCIETY OF D DEPTH GSB GYPSUM SHEATHING MLDG MOLDING HEATING, REFRIGERATING DBL DOUBLE BOARD MLWK MILLWORK ANO AIR CONDITIONING DC DIRECT CURRENT GSM GALVANIZED SHEET METAL MN MAGNETIC NORTH ENGINEERS DEF DEFINITION GSM GLOBAL SYSTEM FOR MOO MODIFY ASI ARCHITECrs DEG DEGREE MOBILE COMMUNICATION MOD BIT MODIFIED BITUMEN SUPPLEMENTAL DEMO DEMOLITION (DEMOLISH) GUAR GUARANTEE MR MOISTURE RESISTANT IN STRUCTIONS DEPT DEPARTMENT GYP GYPSUM MS MACHINE SCREW ASSN ASSOCIATION DET DETAIL GYPBD GYPSUM BOARD MSB MAIN SWITCHBOARD ASSY A SS EMBLY DF DOUGLAS FIR GYP GYPSUM PLASTER MTD MOUNTED ASTM AMERICAN SOC IETY FOR DIA DIAMETER HOG HOT DIPPED GALVANIZED MTG MEETING TE STING DIAG DIAGONAL HOW HARDWARE MTG MOUNTING AND MATERIALS DIFF DIFFERENCE HEX HEXAGONAL MTL METAL AUTO AUTOMATIC DIM DIMENSION HGR HANGER MULL MULLION AVE AVENUE DISC DISCONNECT HLDN HOLDDOVVN MULT MULTIPLE AVG AVERAGE DIST DISTANCE HM HOLLOW MET AL MUT MUNT!N AWG AMERICAN WIRE GAUGE DIV DIVISION HORlZ HORIZONTAL MW MICROWAVE AWS AMERICAN WELDING DL DEAD LOAD HS HIGH STRENGTH N NORTH SOCIETY OMARC DEMARCATION POINT HT HEIGHT NA NOT APPLICABLE ,., AZIMUTH DN DOWN HVAC HEATING. VENTILATING NC NOISE CRITERIA .,. BACK TO BACK DR DINING ROOM AND NEG NEGATIVE BAT BATTEN DR DOOR AIR CONDITIONING NFPA NATIONAL FIRE BATT BATTERY OS DOWNSPOUT HWY HIGHWAY PROTECTION BC BETWEEN CENTERS OWG DRAWING HYO HYDRANT ASSOCIATION BC BOLT CIRCLE E EAST IAO INDOOR AIR QUALITY NFRC NATIONAL FENESTRATION OD BOARD EA EACH IBC INTERNATIONAL BUILDING RATING BORY BOUNDARY EE EACH ENO CODE COUNCIL BITUM BITUMINOUS EF EACH FACE ICC INTERNATIONAL CODE NIC NOT IN CONTRACT 0KG BACKING EF EXTERIOR FINISH COUNCIL NO NUMBER BLDG BUILDING EFS EXTERIOR FINISH SYSTEM ID · IDENTIFICATION NDM NOMINAL OLK BLOCK EGR EMERGENCY GENERATOR ID 1NS10E DIAMETER NORM NORMAL BLKG BLOCKING RECEPTACLE ID INSIDE DIMENSION NRC NOtSE REDUCTION BLT BUILT EIFS EXTERIOR INSULATION IF INSIDE FACE COEFFICIENT BLVD BOULEVARD AND IFS INSIDE FACE OF STUD NRCA NATIONAL ROOFING BM BEAM FINISH SYSTEM ILLUM ILLUMINATION CONTRACTORS BOT BOTTOM EJ EXPANSION JOINT IMED IMMEDIATE ASSOCIATION BRG BEARING EL ELEVATION IN INCHES NS NO SCALE BRKT BRACKET ELAST ELASTOMERIC INCAND INCANDESCENT NTP NOTICE TO PROCEED BSMT BASEMENT ELEC ELECTRIC INCL INCLUDED NTS NOT TO SCALE BTWN BETWEEN ELEM ELEMENT INFO IN FORMATION 01 OVER BUR BUILT·UP ROOFING EMF ELECTROMAGNETIC INSUL INSULATION 010 OUT TO OUT ow BOTH WAYS FREQUENCY INT INTERIOR 0 OXYGEN C CHANNEL ENGR ENGINEER IR INSIDE RADIUS oc ON CENTER CTOC CENTER TO CENTER EPA ENVIRONMENTAL ISO INTERNATIONAL occ OCCUPY CAB CABINET PROTECTION AGENCY STANDARDS OD OUTSIDE DIAMETER CBC CALIFORNIA BUILDING EPOM ETHYLENE CODE Of OUTSIDE FACE CODE POLYSTYRENE BOARD ISO ISOMETRIC OF/Cl OWNER FURNISHED/ CCD CONSTRUCTION CHANGE EO EQUAL J·BOX JUNCTION BOX CONTRACTOR INSTALLED DIRECTIVE EQUIP EQUIPMENT JST JOIST OF/01 OWNER FURNISHED/ CCW COUNTERCLOCKWISE EQUIV EQUIVALENT K THOUSAND OWNER IN STALLED CD CONSTRUCTION Ew EACH WAY KIP THOUSAND POUNDS OFS OUTSIDE FACE OF STUDS DOCUMENTS EXCL EXCLUDE KIT KITCHEN OPH OPPOSITE HAND KO KNOCKOUT OPNG OPENING ABBREVIAT IONS OPP OPPOSITE OPT OPTIONAL SOFT SQUARE FOOT OSHA OCCUPATIONAL SAFETY SOIN SQUARE INCH ANO HEALTH ss STAINLESS STEEL ADMINISTRATION ST STAIRS PAR PARALLEL ST STREET PAR PARAPET STC SOUND TRANSMISSION PART PARTIAL CLASS PAT PATTERN STD STANDARD PB PANIC BAR STL STEEL PB PULL BOX STIF STIFFENER PED PEDESTAL STOR STORAGE PEN PENETRATE STR STRAIGHT PERF PERFORATED STRUCT STRUCTURAL PERIM PERIMETER SUB SUBSTITUTE PERM PERMANENT SUP SUPPLEMENTARY PERP PERPENDICULAR SURR SURROUND PH PHASE SUSP SUSPEND PKWV PARKWAY SYM SYMBOL PL PLATE SYMM SYMMETRICAL PL PROPERTY LINE T TREAD PLAS PLAST ER T&B TOP AND BOTTOM PLAS PLASTIC T&G TONGUE AND GROOVE PLAT PLATFORM T&M TIME ANO MATERIALS PLYWD PLYWOOD TB THROUGH BOLT PN PART NUMBER TELCO TELECOMMUNICATIONS PNL PANEL COMPANY PO PURCHASE ORDER TEMP TEMPORARY PPC POINER PROTECTION THERM THERMAL CABINET THK THICKNESS PREFAB PREFABRICATE(O) THRES THRESHOLD PRELIM PRELIMINARY THRU THROUGH PREP PREPARATION TMA TO'v\'ER MOUNTED PREV PREVIO US AMPLIFIER PROJ PROJECT TN TRUE NORTH PROP PROPERTY TO TOP OF PSF POUNDS PER SQUARE TOC TOP OF CONCRETE FOOT TOF TOP OF FLOOR PSI POUNDS PER SQUARE TOF TOP OF FOOTING INCH TOP TOP OF PARAPET PT PAINT TOPO TOPOGRAPHY PT POST TENSIONED TOS TOP OF SLAB PT PRESSURE TREATED TOW TOP OF WALL PV PHOTOVOLTAIC TRANS TRANSPARENT PVC POLYVINYL CHLORIDE TRANS TRANSFORMER (PLASTIC) TS TUBE STEEL PWR POWER TYP TYPICAL DC QUALITY CONTROL u HEAT TRANSFER OTY QUANTITY COEFFICIENT QUAL QUALITY UG UNDERGROUND R RADIU S UL UNDERWRITERS R THERMAL RESISTANCE LABORATORIES RB RUBBER BASE UMTS UNIVERSAL MOBILE RCP REFLECTED CEILING PLAN TELECOMMUNICATIONS RD ROAD SYSTEM RD ROOF DRAIN UNO UNLESS NOTED REBAR REINFORCING STEEL BARS OTHER'NISE REC RECESSED UON UNLESS OTHERWISE RECD RECEIVED NOTED RECPT RECEPTACLE UTIL UTILITY RECT RECTANGLE UV ULTRAVIOLET REF REFERENCE V VOLT REINF REINFORCE VAR VARIES REM REMOVABLE VCT VINYL COMPOSITION TI LE REQ REQUIRE VENT VENTILATION REDO REQUIRED VERT VERTICAL RESIL RESILIENT VIF VER IFY IN FIELD REV REVISION voe VOLATILE ORGANIC RF RADIO FREOUENCY COMPOUND RF RESILIENT FLOORING VOLT VOLTAGE RFI REQUEST FOR w WEST INFORMATION w WDE RFP REQUEST FOR PROPOSAL "" IMTH RH RIGHT HAND W,0 'MTHOUT RH ROOF HATCH WNV WALL TO WALL RHR RIGHT HAND REVERSE WC WATER CLOSET RL ROOF LEADER WD WOOD RM ROOM IM'BM 'MOE FLANGE BEAM RND ROUND WI. 'NINO LOAD RO ROUGH OPENING """ 'NIRE M ESH ROW RIGHT OF WAY WO WORK ORDER RR RAILROAD WP WATERPROOFING RRU REMOTE RADIO UNIT WP WEATHERPROOF RWD REDWOOD WPM WATERPROOF MEMBRANE RWI. RAIN WATER LEADER WR WATER REPELLENT s SOUTH WR WATER RESISTANT SCH SCHEDULE WRB WATER RESISTIVE SD SMOKE DETECTOR BARRIER SE STRUCTURAL ENGINEER WRM WATER RESISTANT SECT SECTION MEMBRANE SEL SELECT WT WEIGHT SEP SEPARATE WNF WELOED WIRE FABRIC SF SQUARE FOOT (FEED WNM WELDEO'NIR EMESH SHT SHEET WNR WELDED WIRE SHTHG SHEATHING RE INFOR CEMENT SIM SIMILAR X BRACE CROSS BRACE SJ SCORED JOINT XFMR TRANSFORMER SK SKETCH YD YARD SKLT SKYLIGHT SLNT SEALANT SLV SLEEVE SPEC SPEC IFICATION SPKLR SPRINKLER so SQUARE 13 ROOM-ROOM NAME :L-l]§fil-ROOM NUMBER COLUMN TAG 0--« b "=": 0----'NINDOWTAC REVISION CLOUD ~SECTION REFERENCE SECTION NUMBER SHEET NUMBER ~0000--SPOT ELEVATION I \ 1 DETAIL NUMBER 1 ,--.. ~DETAILREFERENCE '---' x. SHEET NUM8ER ----0-CRID REFERENCE -&=ELEVATION REFERENCE MATCH LINE :~:~~T~:::~;BER -----=-~~~CH X ~INTERIOR ELEVATION REFERENCE ~BREAK LINE X SHEET NUMBER I :,C,-..--ELEVATION NUMBER _..........-PIPE BREAK MARK -0--WALL TAG ----~-CENTERLINE (]Q[)---EOUIPMENT TAG --PROPERTY/ LEASE LINE GRAPHIC SYMBOLS I 1 li1!fil'~1/M1@l!lil!J1/I EARTH t2Z:2L/d ~~~ED ~ ;~~~~/EgRAVEL lrM&#»vl PLYVl,000 f-Z::,:,l;~lf--'$,•f',?;,:1 SAND ~GLULAM 1·.· . ; ·~ I CONCRETE ~STEEL 1.00QOO·I ~~~~~SE~E LJ STEEL STUD ~ BRICK(PLANJ rmt8NRNi ~NA;JLATION ljl?J::(~-1111~ BRICK (SEC1:ION) fffl:€1:tj:§:tjf:I ~~~DLATION ~ ~~~~~~~EUNIT (PLAN) ~~---·,.-, .. ,·,·~.· ·I ~N~~~;:~~y I I I I I CONCRETE I ~~~~;0~ UNIT I .. :···,..... . . . . : .j ~~~~ARO ~ ~~~~~~~~~;)LUMBER rj'C£:" pc.= :-"f ~~s;~~AND WIRE MESH ~~~~~~'g~~) I I; 11 1 ~~l~G MAT ERIALS SYMBOLS 12 _=-JAM ES VACCARO -A R C H I T E C T, I N C . <II OOIIDHWAY.l.l!'ITC ,AClflCA ICA,t,Ou H$.60e.)tl0,h011E>0 )90.U 11f.U llfO .. JYAlrCHIIE CICOM WWW .JV,UCl•lEC I.COM -cCTEfil _@)_ - MODUS, INC. l<IO STOCKTON STREET 3RD FLOOR SANFRANCISCOCA9'4IOI ' ve rizon" ----VERIZON WIRELESS 278~ MITCHEllORIYE, SUIIEt W#ll'-I.ITCR €€1(CA9'4!,98 :J CONSULTANTS • • .... 0 0 0::::.,.... w8 ll. 0 :::, (/) u 0... 10 LL en 0 f-o o: z f-:'.;..,. ~ ~w O <C ~S~ci~ <CO<C<Ca ,mu3:,.:. ~;:io~:;;; 3:~~u~ ~~ffiiil~ u ,a..::, ~U):,a_ a)l{)U .. ::::, <D z a.g ~ ~ REV I DATE ISSUE ' 10118r.?O!?_J 9()~ ~()NSTRUCTION -' 216/2018 I 100".4CONSTRUCTION ---2 3/26/2018 110()% CONSTRUCTION REV -- -IHESEP~SIJIE 1'-SIRUMEtH S0FSERYICEA'-0 ARE F=~~EE:::;=:s ~';~u~:.~~~~'::~s:z: ~~:~~~~-IJ!f ~ COPY RIGH r :.'O IGJAMES VA.CCIJIOIJICHITECl .lNC f<EE!llllE SY MBOL S, ABBREVIATIONS ::iE T-2 Genera otes GENERA L NOTES 1 CONTRACTOR SHALL VERIFY ANO COORDINATE ALL NEW ANO EXISTING CONDITIONS ANO DIMENSIONS AT JOB SLTE FOR COMPARISON WITH DRAWINGS ANO SPECIFICATIONS PRIOR TO BIDDING AND START OF CONSTRUCTION. IF ANY DISCREPANCIES, INCONSISTENCIES OR OMISSIONS ARE FOUND. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED. IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING 'MTH 'A'ORK. 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER FOR CLARIFICATIONS. ALL DIMENSIONS SHAlL BE FIELD VERIFIED BY THE CONTRACTOff AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. LF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING FOR CLARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF WORK 3. ABBREVIATIONS THROUGHOUT THE Pl.ANS ARE THOSE IN COMMON USE. NOTIFY THE ARCHITECT/ ENGINEER OF ANY ABBREVIATIONS IN QUESTION 4 ALL MATERIALS FURNISHED ANO INSTALLED SHALL BE IN STRICT ACCORDANCE \/\IITH ALL APPLICABLE CODES. REGULATIONS. ANO ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES ANO COMPLY III/ITH ALL LAWS. ORDINANCES. RULES. REGULATIONS. ANO LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE \o\lORK. 5 ALL \o\lORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. ORDIN ANCES AND APPLICABLE CODE ANO REGULATIONS. 6 UNLESS NOTED OTHERWISE. THE \o\lORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT. APPURTE NANCES. ANO LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT ANO MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8 IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER 9. LEGAL EKITS SHALL NOT BE BLOCKED AT ANYTIME 10. TEMPORARY PEDESTRIAN PRO TECTION SHALL BE PROVIDED AS REQU IRED BY LOC AL CODES. 11. THE ARCHITECT/ ENGINEER SHALL BE CONSULTED IN ANY/ ALL CASES WHERE CUTTING INTO AN EKISTING STRUCTURAL PORTION OF ANY STRUCTURE IS NECESSARY PRIOR TO PROCEEDING WITH WORK. 12 . CONTRACTOR SHALL VERIFY ACTUAL ROUTING OF CONDUIT. POWER ANO FIBER CABt.ES GROUND CABLES AS SHOVVN . CONTRACTOR SHALL SHALL ADO N EWCONOUIT AS NECESSARY CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER 13. THE CONTRACTOR SHALL PROTECT EKISTING IMPROVEMENTS. PAVEMENTS. CURBS. LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EKPE.NSE TO THE SATISFACTION OF THE OWNER 14 . CLEAN UP ANO DISPOSAL·REMOVE DEBRIS. RUBBISH ANO WASTE MATERIAL FROM THE OVVNER"S PROPERTY TOA LAWFUU LEGAL DISPOSAL AREA ANO PAY ALL HAULING ANO DUMPING COSTS. CONFORM TO PERTAINING FEDERAL. STATE AND LOCAL LAWS. REGULATIONS AND ORDERS UPON COMPLETION OF \o\lORK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN ANO FREE FROM DEBRIS. CLEAN ALL STAINS. PAINT SPOTS. DROPPINGS. ANO OTHER BLEMISH ES . 15 THE CONTRACTOR SHALL PROTECT ALL FINISH WORK ANO SURFACES FROM DAMAGE DURING T HE COURSE OF CONSTRUCTION ANO SHALL REPLACE ANDI OR REPAIR ALL DAMAGED SURFACES CAUSED BY THE CONTRACTOR OR SUBCONTRACTOR PERSONNEL TO THE SATI SFACTION OF THE OWNER. 16. PRIOR TO INSPECTION OF THE EXISTING FACILITY. THE CONTRACTOR MUST RECEIVE PERMISSION FOR SITE ACCESS FROM THE OWNER OR THE DESIGNATED REPRESENTATIVE. 17. WHEN IT IS NECESSARY TO INTERRUPT ANY EKISTING UTILITY SERVICE TO MAKE CORRECTIONS ANDI OR CONNECTION. A MINIMUM OF 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER . INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION AND SHALL BE APPROVED IN ADVANCE BY THE OWNER . 18. ALL CONTRACTORS PERFORMING WORK O N THE SITE SHALL BE RESPONSIBLE FOR INITIATING. MAINTAINING ANO SUPERVISING A REASONABLE ANO PRUDENT SAFETY PROGRAM INCLUDING BUT NOT LIMITED TO THE ISOLATI ON OF WORK AREAS ANO THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MAY ENDANGER THE PUBLIC OR WORKERS. 19. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE ANO RELATED SERVICE CONNECTIONS III/ITH THE RESPECTIVE UTILITY COMPANIES 20. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, ANOJ OR RELOCATION OF EXISTING UTILJTIES ABOVE OR BELOW GRADE WITH THE RESPECTIVE UTILITY COMPANIES. 21 . THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN PUBLIC RlGHTS·OF·WAY ACCORDING TO LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES. 22. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMER ICAN CONCRETE INSTITUTE (ACI) 301 . 23. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE \MTH A/SC SPECIFICATIONS. THE EXISTING SITE IS lN FULL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EX ISTIN G NORMAL OPERATION . ANY WORK MUST BE COORDINATED lfl/lTH THE OVVNER. ALSO. \o\lORK SHOULD BE SCHEDULED FOR AN APPROPRIATE WINDOW TO MINIMIZE DISTURBANCE. 25. THE ARCHITECT/ ENGINEER SH ALL BE NOTIFIED IN VVRITING OF ANY SUBSTITUTIONS, INCLUDING CHANGES IN PRODUCTS. MATERIALS. EQUIPMENT ANO DETAILS OF CONSTRUCTIONS FROM THOSE SHOWN. THE SUBSTITUTIONS PROCEDURES PER SPECIFICATIONS SECTION 01 25 00 SHALL BE FOLLOVVED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PERFORMANCE ANO ASSOCIATED COSTS FOR ANY SUBSTITUTION NOT APPROVED IN VVR1TING BY THE ARCHITECT/ ENGINEER PER SPECIFICATIONS SECTION 01 25 00. 26 PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2·A OR 2·A/10-BC II\IITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTION 27 CONTRACTOR SHALL use BEST MANAGEMENT PRACTICES TO PREVENT STORM WATER POLLUTION DUR ING CON STRUCTION . 28. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQUIPMENT ANO MATERIALS WilCH MUST INTERFACE ANO COORDI NATE WITH OTHERS. WHETHER DETAILED OR NOT. 31 . THE CONTRACTOR SHALL OBTAIN OSHA PERMITS FOR ANY VERTICAL EXCAVATION OVER 5'·0" DEEP INTO WHICH PERSONS MUST DESCEND. 32 . ALL DISSIMILAR M ETALLIC M ATER IALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION . WHETHER DETAILED OR NOT. 33. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED II\IITH AN APPROVED PRESERVATIVE. SIT E WORK NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES ANO CONDUCT UNDERGROUND UTILITY LOCATING ANO MAPPING PRIOR TO THE START OF CONSTRUCTION . 2. ALL EXISTING ACTIVE SEWER. WATER . GAS. ELECTRIC. AND OTHER UTILITIES WHERE ENCOUNTERED IN THE VVORK, SHALL BE PROTECTED AT ALL TIMES, ANO WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHALL BE RELOCATED AS DIRECTED BY CONSTRUCTION MANAGER ONLY UPON APPROVAL OF SPECIFIC UTILITY OWNER . EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS ANO PROJECT SPEC IFICATIONS. 4. IF N ECESSARY. RUBBISH. STUM PS. DEBRIS, STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE ANO DISPOSED OF LEGALLY. 5 . ALL EXISTING IN ACTIVE SEINER. WATER. GAS. ELECTRIC ANO OTHER UTILITIES. Wi1CH INTERFERE III/ITH THE EXECUTION OF THE WORK, SHALL BE REMOVED ANO/OR CAPPED. PLUGGED OR 0THER1f111SE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR. DINNER AN O/OR LOCAL UTILITIES. 6. CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATION. 7. CONTRACTOR SHALL CEASE EXCAVATING IF UNIDENTIFIED UTILITIES ARE ENCOUNTERED. 8 . CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER OF EXCAVATION DAMAGE ANO TAKE STEPS TO MITIGATE DAMAGE ANDI OR ASSIST \MTH REPA!R . 9 . CONTRACTOR SHALL PROVIDE ADEQUATE SHORING. BACKFILL ANO OTHER PHYSICAL SUPPORT TO PROTECT UNDERGROUND UTILITIES. 10. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTIN G SITE DURING CONSTRUCTION . 11 . THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH VERIZON WIRELESS AND AUTHORITY HAVE JURISDICTION SPECIFICATIONS FOR SITE SIGNAGE. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION. SHALL BE IN CONFORMANCE \/\IITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. CONCRETE NOTES 1. ALL POURED·IN·PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. UNLESS OTHERWISE NOTED (DESIGN BASIS 2.500 PSI-NO SPECIAL IN SPECTION REQU IRED), CEM ENT TO BE TYPE 11 FROM TESTED STOCK PER ASTM C·150. 2. CONCRETE FORM TOLERANCES SHALL BE \/\IITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL. ANCHOR BOLTS. 001/VELS AN D OTHER INSERTS SHALL BE SECURED IN POSITION ANO INSPECTED BY TH E LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STR UCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCH ITECTURAL. MECHANICAL. PLUMBING ANO ELECTRICAL ORAIII/INGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS. BEAMS, WALLS. ETC. \MTH 314 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 6 . PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. e1 rcing tee otes REINFORCING STEEL NOTES 1. REINFORCING STEEL SHALL CONFORM TO ASTM A·615 GRADE 60 U.O .N. 2. BARS SHALL BE CLEAN OF MUD. OIL OR OTHER COATINGS LIKELY TO IMPAIR BONDING. 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCR ETE OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATION S SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. ee o es STEEL NOTES 1. ALL STRUCTURAL ANO MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A·36 ANO SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH A.I S.C. SPECIFICATIONS FOR THE DESIGN FABRICATION ANO ERECTION OF STRUCTURAL STEEL FOR BUILDIN GS. LATEST ADDITION. 2. BOLTS SHALL CONFORM TO ASTM A307. UNLESS NOTED OTHERlflllSE. 3. PIPE STEEL SHALL CONFORM TO ASTM A·53. GRAOEB 4 PLATES SHALL CONFORM TOASTM A-36. 5. ALL STEEL PERMANENTLY EXPOSED TO WEATHER. (INCLUDING NUTS, BOLTS. WASHERS) SHALL BE HOT·OIP GALV ANIZED AFTER FABRICATION . 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR. SHALL BE PER MANUFACTURER'S ~ITTEN RECOMMENDED PROCEDURE. THE BOlT. DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEOMENT DEPTH OR AS SHOWN ON THE ORAV\II NGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE . SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES. SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. e ing otes ,,,,_ , ..... ..-~ • ·A.O:J":":t~~~\:l..:.: ... · r-J//}°1\ ~~ WEL DING NOTES 1. THE QUALITY OF MATERIALS AND THE FABRICATION OF ALL INELDEO CONNECTIONS SHALL BE IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETYS STRUCTURAL WELOJNG CODE. AWS 01 .1 LATEST EDITION . I 2. SPECIAL INSPECTION OF INELOING PER SECTION 1704 IS REQUIRED. A QUALIFIED ANO CERTIFIED INSPECTOR SHALL BE PRESENT DURING SHOP ANO FIELD 1/VELOING OPERATIONS UNLESS OTHERlflllSE NOTED ANO SHALL INSPECT ALL THE WORK AS REQUIRED BY AWS 01 .1, SECTION 6 . 3. SPECIAL IN SPECTION NEED NOT BE CONTINUOUS FOR THE FOLLO\MNG ITEMS. PROVIDED THE MATERIAL. QUALIFICATIONS OF WELDING PROCEDURES ANO WELDERS AR E VERIFIED PRIOR TO THE START.OF WORK: PERIODIC IN SPECTIONS MAY BE MADE OF WORK IN PROGESS ANO A VISUAL INSPECTION OF ALL WELDS IS STILL REQUIRED. 1. SINGLE·PASS FILLET WELDS NOT EXCEEDING Sl16 1NCH. 4. INSPECTORS SHALL POSSESS ANO BE FAMILIAR WITH THE APPROVED WELDING PROCEDURE SPECIFICATIONS (IN?S). 5. ALL INELOING SHALL BE DONE BY CERTIFIED WELDERS USING PRE·DUALIFIEO \/IIELOING PROCEDURES. 6. THE INSPECTOR SHALL CONFIRM THE QUALIFICATION OF WELDERS . THE USE OF AWS QUAL IFIED PROCEDURES. THE MANUFACTU RER'S RECOMMENDED USE OF AUTOMATIC EQUIPMENT AND THE PROPER U SE OF PREHEAT. IF REQUIRED. amtmg otes P AINTING NOTES 1. EXTRA MATERIALS: DELIVER TO OWNER 1 QUART OF EACH COLOR ANO TYPE OF FINISH COAT l;'AINT USED ON PROJECT. IN CONTAINERS. PROPERLY LABELED ANO SEALED. 2. MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHERIMSE. 3. MATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE III/ITH ONE ANOTHER ANO IMTH SUBSTRATES. 4. FOR EACH COAT IN A PAINT SYSTEM. PROVIDE PRODUCTS RECOMMENDED IN VVRITING BY MANUFACTURERS OF TOPCOAT FOR USE IN PAINT SYSTEM ANO O N SUBSTRATE INDICATED 5 . REMOVE HARDWARE. ANO SIMILAR ITEMS TH AT ARE NOT TO BE PAINTED, MASK ITEMS THAT CANNOT BE REMOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE. 6 . CLEAN ANO PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA SCHEDULE PAINTING SO CLEANING OPERATIONS \/\/ILL NOT DAMAGE NE\r\o\.Y PAINTED SURFACES. 7. APPLY PAINTS ACCORDING TO l MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. APPLY PAINTS TO PRODUCE SUR FACE FILMS WITHOUT CLOUDINESS. SPOTTING. HOLIDAYS. LAPS. BRUSH MARKS. ROLLER TR ACKING. RUNS. SAGS, ROPINESS, OR OTHE R SUR FACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS. 9 . IF UNDERCOATS OR O THER CONDITIONS SHOW THROUGH TOPCOAT. APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PA.INT FINISH . COLOR, AND APPEARANCE . 10. SEE SPECIFICATIONS SECTION 09 9000 FOR PAINTING AND COATING SPECIFICATIONS. LIGHTING NOTES 1 LUMIN AIRES. JUNCTION BOXES. 1·1/2" RIGID METAL CONDUIT. 1·1 12" PVC CONDUIT. ANO POLES SHALL COMPl Y IMTH SECTION 86 OF THE CAL TRANS STANDARD SPECIFICATIONS AND CITY OF CUPERTINO STANDARD DETAILS. 2. LUMINAlRES MAY BE CUT OFF. TYPE M·II OR M·III LE.S. LIGHT DISTRIBUTION. UNLESS OTHERWISE NOTED. AT CUL·DE·SACS use TYPE M-11 1 OR BETTER. UNLESS OTHERWSE NOTED . 3 THE SERVICE SUPPL YING ELECTROLIER CIR CUIT SHALL BE FUSED AND GROUNDED IN ACCORDANCE \/\IITH NATIONAL ELECTRICAL CODE AT THE FIRST JUNCTION BOX. AN ADDITIONAL FUSE IS REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR . CONDUCTORS SHALL BE 18 THW UNLESS OTHE RWISE NOTED AND ALL SERVICE SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCATED AT THE LUMINAIRE UNLESS OTHERWSE NOTED. 4. THE CONTRACTOR SHALL OBTAIN A SERVICE POINT CONFIRMATION ANO A CLEARANCE FROM THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT PRIOR TO INSTALLING ANY FOUNDATI ONS. POLES. CIRCUITS ANO CONDUCTORS. UNDERGROUND SERVICE ALERT SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTILITIES. 5. PRIOR TO Pl.ACING ANY WORK OTHER THAN CURB ANO GUTTER. THE CONTRACTOR SHALL SUPPLY THE CITY OF CUPERTINO PU BLIC \o\lORKS OEPARTMENT\/\IITH A PACIFIC GAS ANO ELECTRIC COMPANY ELECTRICAL POWER DESIGN \MTH ELECTRICAL SERVICE POINTS AND POLE NUMBERS. 6. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER IS REQUIR E TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPlETION AND INSPECTION FOR SUBMITTAL TO PACIFIC GAS AND ELECTRIC). 7. CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITION AL REQUIREMENTS AND CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING AND ELECTRICAL INSPECTIONS. 8. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER"$ SUBMITTAL$ FOR ALL NEW LUMINAIRES. 9 ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL .=-J A ME S VACCARO A R C H I T EC T, I N C . •II OOIIDEEWAV.UtuT C PAClflC A ICAl9•0•• <I S.60tl•101'tiOUE l <l ~.9•l .U 11 fA~ •"O•JVAltCHll(C I.COM WWW.NA~CUl l(C1.COM CiiENT @) ---M-0-DUS, I~ 2.a()Sl0CKl0tlS1F1EEl 3FIOHOOII SAHFFIANCISCO CA9<10I verizon"' VERIZON WIRELESS H&~MII Ct<Ell011oVE,SIJIIE9 WA~NUfCFI EEK CA9-1~9t CONSULTANTS .... 0 0 0::: ..-w 8 0.. 0 ::J (f) U CL 10 LL C/J 0 J-o a:: z J-;;;..,. ~ ~we 4: w ....J L()' 0) o~"'~o ::1i co 5 :s: ,-:. ~~o~;i; :S: ~~o~ ~~ffi ~~ u . a..=> :J W =,CL CD L() U .. :::) <O z a..~ ~ e . . CODE. 1-,,,=~=~---~--- REV I DATE ISSUE 10. ALL OVERLOAD PROTECTION (FUSES) SHALL BE 10/1812017 90% CONSTR UCTION SIZED IN ACCORDANCE WITH THE NATIONAL 2 216/2018 100% CONSTRUCTION ELECT~ICAL CODE 312&2018 100% CONSTRUCTION REV. 11 . WHENEVER AN IN STALLATION IS NEAR ANY OVERHEAD Vo/IRES! CONDUCTORS. 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EENCttAARK ELEVATION ESTABUSHEO FROM CPS DERIVED ORTHOMElRIC HEIQtTS, APF'l.'nNC CEOIO 911 SEPARATl(»(S. CONSTRAl<IJHC TO HCS CONTRQL STATION \.u17' ELEVATION•450.0' (HAVD88) UTIUTYNOJES SURVEYOR DOES NOT CUAA.AHTE[ THAT ALL UTILITIES ARE SHO~ OR THEIR LOCATIONS. IT IS lHE RESPONSl81UTY Of' nt[ CONTRACTOR ANO DEVElOPER TO COIIITACT U.S.A. AND ANY OTH£R INVOl..'-0> AGENCIES TO LOCATE ALL UTUTl[S PRIOR TO CONSTRUCTION . REMOVAi_ RELOCATION AND/ OR REPLACEMENT IS lH[ RESPONSIBILITY OF 'IHE CONlRACTOR. SURVEYOR'S N01ES ALL CASEMENTS CONTAINED IN SA10 TITU: THE IMMtDIA TE AREA SURROUNDIHC THE L Pl.OntD. SUR'i£YOR HAS NOT PERr(lRMED A RECORDS TO OElERl,IIN[ ANY OEF'ECT IH Till THE BOUNDARY SHOWN HEREON IS PlOTTm INFORMATION AHO DOES NOT CONSTITUTE A Of THE PROPERTY. . f 'fl, ll[OOCTICCDOIDHATES R' SP0TCUV,.110N ~ DISHAN~A SURVEY DATE 6/15/H! M :.:~=.,.~ VAL.YE ~ """'"""""' e F'OJNO AS NOTtD 'U, """'..., (I UCNT PO.£ El CU:Cnl!CAl..'lltANSFOIIMER 11J MRCCNOl1IOlelCUNIT • 'IDD'HCHE P£DCSU,L ¥ ~CHCVAU..f ltl£1'MCHE NAHHCl£ llASYAlYE o .. CAS NtTCII ---""""""" ---OIAIHUNKfDla: GRAPHIC SCALE ~ c III rur l IID<>b-10 ti. i I 111~ ~ - ~ -fr1~ ~~~!<> ~Ji ll t: 0 N ·-Ii. ~ i~ ~~ h ~ ~ ~ "' ~°' ~jg 0~ "? ...JL:JO's d~ 8.., au~~~ t:~ :~ :EZ UN ..,......J--QO "'l'.u."' ,-...-;.: u. ,...., N .... oe ~ ~ g _~~~ IH~i I U CCI~ .. ~ 0.. "' ~ :, ~ u i a 5' /' ~~6~~~~L~T:EET \\ r.tF / Ll m " u " ~ 5 II le!-(E)TRAFF<C SIGNAL VAULT I (E)N-9VAULT TO REMAIN (NJ LEO LUMINAJRE & CONTROLLER 'Q I I T (NJ 6' STEEL MAST ARM <NJ VERIZON w1RetessLD i~:~i~CEALMENT ~ C 0: .. > w ..J :, C ID .. 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N z .. w C :,: I- :, a "' 2' 2 3 t y I ~ I ui § ~ 0 z , ~ ~ iil APN 359~019 fE) BUILDING SITE PLAN NOTE: I 1. EXISTING UNDERGROUND SUBS~RFACE UTILITIES SHOWN ARE APPROXIMATE ONLY AND SOLE~ BASED ON CLIENT PROVIDED INFORMATION. IT IS THE CONTR CTOR'S RESPONSIBILITY TO DETERMINE THE ACCURATE VER. ICAL AND HORIZONTAL LOCATION OF ALL EX ISTING UNr,;:RGROUNO UTILITIES PRIOR TO COMMENCING CONSTR UCTIO N. f,/D REPRESENTATION IS MADE THAT ALL EXISTING SUBSURFAC} UTILITIES ARE SHOVVN . SEE SITE WORK NOTES ON SHE,T T-3. APPROXIMATE LOCATION OF (E) UG STREET LIG HTING CONDUIT/ CONDUCTORS ~i ~i ~i ~i ID ' I ~i APPROXIMATE z ' ~~~;~~;A~FC~~~~IT(S) <(! wl Ci mi•;,• rt-APPROXIMATE ~i , .t1cr.r .. , , , t !rt 'r. Ji f LOCATION OF (El UG ::,I .ED. ~ r a .~ ~ Ji• . s !ii IRRIGATION LINE Q PAVEMENT MARKING. TYP. (SIZE. LOCATION ANO SPECIFICATIONS AS DESIGNATED BY THE CITY OF CUPERTINO) /: ' (N )SPEEDLIMIT (E)PG&E VAULT 0 ~ '81 APPROXIM ATE LOCATION OF (E) UG STR EET LIGHTING CONDUIT/ CONDUCTORS 12'\/J\ ~ -~A-1 (N) VERIZON WIRELESS EQUIPMENT/ ANTENNA LOCATION AT REPLACEMENT STEEL STREET LIGHT POLE BADGE #24431 SCALE: 118"•1".0""i ,. ,~ ,.. _=-JAM1 S VACC ARO A R C H I T E C T, I N C. •l!DOUO(E Wl>.Y u,m c ~ACJl'lCA ,c,. ,~,o .. O\~ .0:l~~~:~·~;~.:.:~~~~Jo~ll fA ~ WWW .JVA~CHl!ECI.COM ClftNl' @) MODUS . INC:--- 2•os1cx:11.10NsrRE£T 3RoFl~ S,,,NFRl>.NC<SCO C.0,9,10., verizon" VERIZON WIRE LE SS 110 MllCHEllOfl1VESUITEf WAlNUTCREEl(.CA.'4:.91 CONSULTANTS ..... 0 0 0::: ..- w 8 ll. 0 ::J (f) u Cl. 10 u. (/) 0 f-o o: z f-<{ w ~Gj ~~ wS~cicn ~0-,:<i:;; -,cnus:,.:. ;il~a~;;; S:~~u~ ~~ffiiil~ u .n_=, :::i U) :J 0... CD LOU ·. => <O z o...~ ~ e - * - REV I DATE ISSUE !Q!.1~120 17 I 90% CONSTRUCTION ~120 18 I 100% CONSTRUCTIO N E61~1QQ% CONSTRUCTION REV . THESE Pl.ANS A,,Rf IMSI RUMENTS Of' $EIMCE •NDAIIE FOAIHEO.IENl"SUSESOl.ElY WIIH RESffCTIOli..S PAOJ[Cl lHESEPLlNSSHA1.LN018E-'l.1EREO MOOFl[OOR REPAOOUCEO IN PilR! OR IN I\MOlE w,~~£1ti~:I~~l!!f1:!~1;:r1ARE SITE PLAN, ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 ffifJi){N) VERIZON WIRELESS---, CYLINDRICAL ANTENNA (CONCEALED WITHIN SHROUD) 6::J.(N) FRP CONCEALMENT ~SHROUD (!5fi)(N) VERIZON WIRELESS OIPLEXER (CONCEALED 'MTHIN SHROUD) _TOP OF (N) CONCEALME.t~S-~~lki~~ $ RAO CENTER OF (N) VERIZON IMRELESS CYLINDRIC~~ ::~!~At. $ (N) LEO LUMINAIRE &~ CONTROLLER (N)6'STEEl: MA;;r ARM~ ----TOP OF (N):~~~A~R.E $ ~(N) WIRELESS METER---n_____u .............-.-::::::::: TOP OF (NI LIGHT POLE ~(CONCEALEDWITHINSHROUO) ~-:t30'-2"A.d.L.$ 6:::-i(NJ SHEET METAL--- ~SKIRT ~(NJ VERIZON WIRELESS Q:9 CAUTION SIG NAG Ei DECAL (N J WINO SPILLING BANNER MOUNT, TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLOR IDA (800-438-0351) OR APPROVED EOUAL. TYP. OF(3) / RE LOCATED MOUNTIN1~2~~.:';.~~z $ RELOCATED MOUNTl~~?~~,:';_~~z $ RE LOCATED MOUNTIN.\~~f'f.i ~z $ TOP OF (N) ;:.~~AU~I~-$ TOP:t ~; 1~l;(W~ $ BOTTOM1~i,1~lA~~~ $ ~ BOTTOMOF(NJ RRUSUNIT $ 11'·4"A.GL. (E) LANDSCAPING ,- 1 i (NJ CONCRETE-----'-- FOUNDATION {BY VAlMONT INDUSTRIES. INC) TQP OF (N) LOAO CENTER / O~~g.~~~.~~~ $ BOTTOM OF /NJ LOAD CENTER / DISCONNECT i9"'-0"°A~T. I (E) CONCRETE SIDEWALK ._, ---,m,m,-m,...,., .... ,.,.,,,,,. ..... .,,,,---Sd QI A Ut AN2A 860LtOARU NOTES: I -- ! 1. REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA. MODIFIED TYPE IS POLE I BY VALMONT INDUSTRIES. INC. WITH SINGLE ARM ASSEMBLY (ARM LENGTH I TO MATCH EXISTING). 2. EXISTING POLE MOUNTED SIGNAGE SHALL BE RELOCATED TO NEW POLE. 3. REPLACEMENT MAST ARM ANO LUMINAIRE SHALL BE. ORIENTED 1 PERPENDICULAR: TO CENTERLINE OF EXISTING ROADWAY. l 4, DEMO EXISTING EX1ST1NG SIDEWALK TO EXISTING CONTROL JOINTS AS l ~;~~l~E~o~~~fi1~~.~~!t.!.~TtE~l~~t!'ci~1~~~T~~~/~~;LACEMENT PROPOSED SOUTH ELEVATION SCALE: ~ 2 (El BANNER MOUNTING BRACKET. TVP. OF (3) TO BE REMOVED. PROVIDE WNO SPILLING BANNER MOUNT. TYP OF "BANNER FLEX" BY BANNER 11\JORKS OF FLOR JOA (800-438-0351) OR APPROVED EQUAL ON REPLACEMENT POLE ... ~"'•--A~·...Z:7,t.·• :;{f,j~.'.="'~,! .. <q'. .. \:1: --~~~~~~' ~t''":,:L \ (E) LUMINAIRE----~ (E) STEEL MAST ARM TOPOF(~l~U.~!~~G~~ $ TOP OF /E) LIGHT POLE :t~. IE) MOUNTl~~l~:f';.~~~-$ /E) MOUNTl~~6~iAf.~~~-$ (E) MOUNT~N1~ •• ~~A.f.~~~-$ ( ·--~-. :S5,-:""-',:0i.)Vi'~>-,'.\~~ :"'p-~ ~~-,~~~~~~~l"ftr~,;:~\:~i,\-'~~ TOPOFiEiS,GN $ ) !Jtf~~~~ " :~" ~ .. , ~'f"l <.", :t8'·10"A.G.L. ~· ':·1 1'-, ~)"WRONGWAV'SIGN '" BOTIOMOF!Ei5'GN $ -'" Ji/, TO BE. REMOVED. :t7"•4" A.G.L. " ~v PROVIOE (N) SIGN ON ~ ! REPLACEMENT POLE ,1 ~ 1/.j~ (E) STEEL LIGHT POLE & .IJ FOUNDATION TO BE ~ REMOVED & REPLACED ' I ' ~ if:1 '~ (E) HANO-----~ HOLE jE) LANDSCAPING EXISTING SOUTH ELEVATION (E) CONCRETE SIDEWALK SCALE: (El GRADE $ •-o- 1'2'"=1 ·-0··1 -,. ~ -=-JAM ES VACC ARO A R C H I T E C T, I N C . <I IOOtH)EEWA V UtlllC ~A ClflC A ICA i,,Ou o ~ . .01.1.1or11oue ,.i).•o u 11,.,,x •IIO•JV Al!CHU(CICOM WWW,JV AII Ctt11EC !.C0M CUE~l @.) MODUS, INC. 1,11JSTOC:IOOHSlllCETlllOH~ SA.t1FIIANCISCO CA9,10I verizon" VERI ZO N WIRELES S 27&~ ldl TCHEll OIIIVE, SUITE g WAlNUTCllfEI( CA 9"~91 CONSULTANTS ..... 0 0 Q: ..-- w 8 a. () ::> {/) (.) n. I 0 u. (/) 0 I- Q Cl:'. z 1-::;"~ ~w Oct ~S~d~ <CO<C<Co ,"'u~,..:. S!~ci~~ ~~~u~ OWCl:'.:::iQ a::o wcn 1-u . n.::::) :J ~3 ~ "'co z :::, " Cl. a..~ ct ® . . . RE V [ DATE ISS UE 10118/201 7 I 90% CONSTRUCTION 216/201 8 j 100% CONSTRUCTION ~J~2018_ j100% CONSTRU CTION R~ 111ESEPlJ\NSAAE1 NSTIIUl.1EN1SOFSEIIVl~AN0 ... 11E i~i~~~ittrJr~~: ELEVATIONS A-2.0 TOP OF (N) CONCEALMENT SHROUD 135':?"'A--:-G.L. RAO CENTER OF (N) VERIZON QI WIRELESS CYLINDRICAL ANTENNA 134'-3 A.GL 0-(NJ LEO LUMINAIRE & CONTROLLER 1f1 TOP OF (N! LUMINAIRE . /(N) 6' STEEL 132'·0" A..G .L. MAST ARM '==-=-3 ~ TOP OF (N) LIGHT POLE 130'-2"A.G. (N )VERlZONWlRELE SS ~ CYLINDR ICAL ANTENNA~ (CONCEALED WITHIN SHROUD) (N) FRP CONCEALMENT LU. SHROUD '\!:I} ,---(N) VERIZON WIRELESS ([ifJi3' DIPLEXE R (CONCEALED A-3 A -3 WITHIN SHROUD) (N) WIRELESS METER ([ifJi37 (CONCEALED VVITH IN A·l A -3 SHROUD) (NJ SHEET METALLLJ. SKIRT ~ ---(N)VERlZONWIRELESS ~ CAUTION S1GNAGE/ DECAL'\!:I) lfl ::2~~~~~~-MOUNTING BRACKET H-~N~~;~-~=~~~RG F~~~~~ MOUNT. ~ RE;icA'i;,Eo MOU NTING BRACKET 1Tr.o"A.Ca. lfl REJ-~CAlJD MOUNTING BRACKET 1~A.G.L. lfl !?~_O_F J_N) RRUS UNIT/ TOP OF (N) SIGN 13'·3"A.1.>L BOTTOM OF (Nl RRUS UNIT 11'-4"A,G L TOP OF RELOCATED SIGN/ BOTTOM OF jN) SIGN 110'-a"A..G.L. QI TOP OF {N) LOAD CENTER/ DISCQNN ECT 110·-o"A.G.L. BOTTOM OF RELOCATED SIGN 19'-3"A.G.L. BOTTOM OF (N) LOAD CENTER/ DISCON NECT 19WA]'.f[. qi tE)_GRADE O'·O" I (E) CONCRETE SIDEWAL i SOU I Abt AN2A BOOltVARD PROPOSED NORTH ELEVATION BANNER WORKS OF FLORIDA (S00.438,0351) OR APPROVED EQUAL, TYP. OF (3) I (N)STEEL ·--, I I I I LIGHT POLE (E) L ANDSCAPING --+---,(N) CONCRETE FOUNDATION (BY V ALMONT INDUSTRIES. INC.) SC A LE: 1,r .. 1·-o"I r· 2· 0 !Y,~~F i~a~~MlNAIRE TOP OF fE} LIGHT POLE 130'-S"A.G.L. lfl ~;i, MOU NTING BRACKET ..... ·-t1"A.G.L. qi ~EkM.f>U NTIN G BRACKET_ ... 6-f'7CGT. lfl ~~\AMOUNTING BR ACKET .. ,~·1 1"A.G.L. qi T?.~ f>F !R) SIGN :o-1u"A.G.l. lfl BOT_'.~~ OF {El SIGN :t7'-4"A.G.L. (E) CONCRETE SIDEWALK 2 1 EXISTING NORTH ELEVATION (E) BANNER MOUNTING BRACKET. TYP. OF (3) TO BE REMOVED. PROVIDE WINO SPJL UNG BANN ER MOU NT . TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA (800-438-0351) OR APPROVED EQUAL ON REPLACEMENT POLE (E)STEE L LI GHT POLE& FOUNDATION TO BE REMOVED & REPLACED (E) LANDSC APING SC ALE: 1/2""'1'-0"i 1 · 2' _=-JAMES VACCARO A R C H I T E C T, I N C . <I IOOUOEEWAV urmc PAClftCA ICAl9•0u •IS.Ol .l6101'tl011£1•1) ... 3.u 11fA. •110 .. JY,.l!Cl'll(CI.COM WWW JYARCttllfCl.COM CCiENT @) MODUS. INC-. -- 2al0 SlOCt<TON STREET lRO FLOOR $Al' FRAtlCISCO CA 9~108 verizon" VERIZON WIRELESS 27$~MI ICHE"U OR IYE SVIT E9 WALtlVfCREEt<CAi-1- CONSULTANTS ..... 0 0 a::: ....... w8 a. () ::> (f) u n.. 10 LL. Cl) 0 I- Q Cl'. z I-;;.,.~ ~~o~ w =,~0 m ~O <(<(o ....,cou~~ ~r'5o~;;;; s~~u ~ o w ci::::J o ci::owc:i 1-u . Q. ::> ~~3~ ::> (0 z a_~ ~ ® . . . REV I DATE ISSUE 10/1812017 I 90% CONSTRUCTION 216/2018 I 100% CONSTRUCTION 3126/2018 hoo-4 ~Q!l.~l'.RUCT10N R._EV~ IHESEPLANSARE INSIRUMENTSOfSERVICE ... NOARE ;~Ii1~~rllt~:: SHEEl lll~E ELEVATIONS A-2.1 ~~t;'. . .o~ ~[I; - ~ ~ CYLINDER ANTEN~A DIMl:!{~IONS DIAMETER 114.6" HEIGHT I 124" CYLINDER ANTENNA WEIGHT tr-~ ~ w N PLAN to4 ( MOUNTING BRACKETS SUPPLIED WI UNIT FRONT ELEVATION SIDE ELEVATION CBCl923T-4310 01PLEXER DIMENSIONS HEl(;l::IT 14.57" WIDTH 18.JS" DEPTH 1 12.-18" CBC1923T-4310 DIPLEXER WEIGH_T OIPLEXER liQ..!§i. 1 COMMSCOPE PARU E11F13P06 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. ANTENNA WEIGHT 127LBS. 3 INSTALL IN STRICT ACCORDANCE WITH COMMSCOPE INSTALLATION MANUAL. CYLINDER ANTENNA SCALE: 8 DIPLEXER SC ALE: N.T.S N.T.S ~ ~ 15"DIA. (N) VERIZON WlRELEssLLl CYLINDER ANTENNA ~ ANCHOR ANTENNA TO MOUNT PER MFR . SPECIFICATIONS t-~(N)FRPCONCEALMENT SHROUD ~ (N) STEEL ANTENNA MOUNT (N)TWN C"\ OIPLEXERQv MOUNT (SUPPLIED WI CONCEALMENT SHROUD) ~ (N)STEEL COUPLER (NJ WIRELESS SMART~ METER Qv ..... ~.--~6:~~~~;;~:~: .MQ.Iil;_ CONCEALMENT SHROUD) (E)OR(N)STEEL MAST ARM CONCEALMENT SHROUD/ ANTENNA MOUNT TO STEEL LIGHT POLE BY \NESTERN UTILITY TELECOM , INC. (•10·210J (N) TAPERED SHEET METAL SKIRT -+-----(E) OR (NJ STEEL LIGHT POLE ~ CONCEALMENT SHROUD ISOMETERIC AT CONCEALMENT SHROUD (N) FRP CONCEALMENT SHROUD CAP (N) FRP CONCEALMENT SHROUD {E) OR (N) STEEL MAST ARM (N) TAPERED SHEET METAL SKIRT (E)OR (N)STEEL LIGHT POLE 1 NEW FRP CONCEALMENT SHROUD. GALVANIZED SHEET METAL SKIRT. ANTENNAf LIGHT POLE MOUNT ANO MOUNTING COMPONENTS BY Vo/ESTER N UTILITY/ TELECOM. INC. (PHONE: 503•587-0101) (10#210). FRP CONCEALMENT SHROUD MOUNT TO LIGHT PO LE BY WESTERN UTILITY/ TELECOM, INC . PAINT NEW FRP SHROUD ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 4. POWDER COAT NEW GALVANIZED SHEET METAL SKIRT ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 5. GROUND NEW ANTENNA PER MANUFACTURER'S SPECIFICATIONS. CONCEALMENT SHROUD SCALE: N.T.S 6 7 ~fJ ~ l ·{[Et··:.e"· N)DISCDNNECT D ~ 1 ! SWITCH SIGNAGE • I . ~ ! _______ ; ~ FRONT ELEVATION SIDE ELEVATION SQUARE O Q0612L 100RB LOAD CENTER DIMENSIONS HEIGHT 112.65" WIDTH DEPTH 1 14.27" SQUARE O 00612L 100RB LOAD CENTER WEIGHT WEIGHT 110LBS. ~ 1 SQUARED PART# 00612L100RB 2. NEMA JR OUTDOOR RATED. 100 A, 1201240 VOLT, 1 PHASE LOAD CENTER. 3. INSTALL IN STRICT ACCORDANCE WITH SQUARE 01 SCHNEIDER ELECTRIC IN STALLATION MANUAL. D I ST. PANEL/ DISCONNEC ~ ~ 1 t=·-·-" ';t METER. WATTHOUR SMAATMETER (FURN ISHED& INSTALLED BY PG&E) (N) NEMA 3 POLE. 3 VI/IRE LOCKING·TYPE RECEPTACLE SIDE ELEVATION PG&E SMARTPOLE METER DIMENSIONS DIAMETER 14.5" HEIGHT I 12.s· PG&E SMARTPOLE METER WEIGHT WEIGHT 13 LBS. 1. PG&E CODE# M241490. 2 PG&E TO PERFORM RF SIGNAL TEST. 3. INSTALL IN STRICT ACCORDANCE WITH PG&E UTILITY BULLETIN FOR SMARTPOLE METER SERVICE. WIRELESS METER s~-~~:: I 4 ~ ~ ANSI SAFETY YEL LOW J ll I~. t CAUTION NOTICE /\ TAY ACK Wl·IITE ~ ~~:::~::;E:O :::--·--YELLOW SYMBOL ~.~le====-=--·~=-=-=-=-=" ~~~K LETTERING. 1. OUTDOOR RATED SELF AOHES1VE VI NYL DECAL WITH UV, CHEMICAL, ABRASION ANO MOISTURE RES ISTANCE . 2. POST SIGN/ DECAL 9'-0" BELOW BOTTOM OF NEWANTENNA 3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS VI/ITH VERIZON WRELESS. TH E CITY OF CUPERTINO, FCC ANO AUTHORITIES HAVING JURISDICTION PRIOR TO FABR ICATI ON . 4. SIGN SHALL LISTI DISPLAY OWNERSHIP COMPANY'S NAME. CONTACT NUMBER ANO SPECIFIC SIT E IDENTIFICATION . 5. SIGN COLORS, SYMBOLS ANO LAYOUT SHALL CONFORM TO ANSI 2535.1. AN SI 2535.2 ANO ANSI C95.2·2007 SC ALE: N.T.S SIGNAGE/ DECAL 5 ~~~ 8 ,:i (N) PSU AC 08 ,.,: POWER .., INTERFACE --··--(N)MOU NTING --BRACKET --SUPPLIED WI -1--:-:~-... .,. ·1 RRUS UNIT ~ f.bfil! {~ [)=N)RRUS32 UNIT [: NJ MOUNTING BRACKET SUPPLIED WI RRUSUNIT (N) PSU AC08 PO'NER NTERFACE NOTES: lERlcsSON PART# RRUS 32 2. ALL CONNECTOR S SHALL BE WEATHERPROOFED. 3. INSTALL IN STRICT ACCORDANCE WIT H ERICSSON INSTALlATION MANUAL. 4. PAINT SOLAR SHIELD & ALL MOUNTING COMPONENTS TO MATCH POLE. 5. RRUS HANDLES TO BE REMOVED PRIOR TO INSTALLATION . RRUS 32 UNIT SCALE: N.T.S • (N) STEEL LIGHT POLE (N)RRUS32@ UNITW/ PSU 1 AC 08 PO'WER A-3 INTERFACE. TYP. (N)RRUS32 ~ MOUNT. TYP.~ (NJ CABLEG"\ ~~~OUD, ~@S-2 (N)SHROUD 3 EXTENSION. S-2 TYP . .... \ (N)2"WIOEX5" ~ TALL OPEN IN G IN POLEW/ REINFORCING RIM . @'"' 1. PRIME ANO PAINT RRUS 32 UNITS. CABLE SHROUDS. TUBE ASSEMBLY ANO MOUNTING COMPONENTS TO MATCH LIGHT POlE. 2 SEE SPECIFICATIONS SECTION 09 90 00 FOR PAINTING AND COATING SPECIFICATIONS. RRUS UNIT MOUNT ELEV. SCALE: N.T.S 2 -=--JAMES VACCARO A R C H I T E C T, I N C . •IIDOHDEEWA Y u,mc ~ACIFIC ... ICA 19!0U tU . .0.U10PllO!lf l t 1)9e) .. 11fA. llfO •JVAl!Otil[CT COM V'IV'IV'I./VARCllll(CI.COM ~LIENT @) --MODUS. INC. -- 1~s~~~oo.:,~e~:,:O()ff verizon" VERIZON WIRELESS 21a, MlfCttl;ll ORIVE. SU1 !E f WAlNU1CREEII .CA9'1~1 ·coNSULTA'"-l_li REV ..... 0 0 0::: .,- w 8 a.. 0 ::::> (/) l) a.. 10 LL Cl) DATE 10/1812017 216J2018 0 l-o a:: z 1-;3;..,.~ ~w O <C wS ~d~ ~O<(<(o --, a) us:,..:. S!~o~~ S:~~u~ ~~ffi1il~ u . Q.::, :J CJ) ::, a.. CD l(') U .. ::, <O z a..~ ~ ISSUE 90% CONSTRUCTION IOO'lii, CONSTRUCTION 312612018 1100% CONSTRUCTION REV. IHES.fPWlSAREINSIRUMENTSOFSERVICEANOARE Fo:~~IE~~~S~~~~~~~r!:\1E~i~HI$ MODtfot:OOII REPROOUC[OIH P ... RI OR !N v.ttOI.E w~i£::~1E~~~;ii{~,~[\~AA E DETAILS A-3 NOT USED s~-~~:: l 3 ~s 2~ (N)¥,"X .03"- A 1230-034 "BAN D-FAST" 8FES201SS. WITH EAR·LOKT BUCKLE BY BAND-IT IOEX. INC. TYP OF (4)(BRACKET TO POLE) 4t (N) MOUNTI NG BOLT. TYP. SUPPLIED WI RRUS UNIT (N ) 83MM MOUNTING BRACKET (SUPPLIED WI RRUS UNIT) (N) RRUS 32 UNIT WI PSU AC 08 POWER IN TERFACE @ A-3 (NJ Pl 8" X Xt BE NT PLATE. TYP OF (2). NOTCH AT STEEL POLE AS SHOWN (E)OR (N)STEE L LI GHT POLE (N) MOUNTING BOLT. TYP. SUPPLIED RRUS UNIT (N) RRUS 32 U NIT WI PSU AC 08 POWER INTERFACE @ A·J (N) 83MM MOUNTI NG BRACKET (SUPPLIED WJ RRUS U N1n. TYP. (N) PL a· X Xi BE NT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN TACK WELD NUT TO BOTTOM OF PLATE, TYP ~NJ:~E~;t ... ~f~ (NJ PL 1" X :X6",TYP.OF (2)ATNOTCH NOTES: ~T-OIP GALVANIZE ALL STEEL COMPONENTS AFT ER FABRICATION 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PR IOR TO FABRICATION. 3 PROVIDE MOCK·UP FOR REVIEW ANO APPRO VAL TO EN SURE P ROPER CLEARANCE FOR PSU AC08 UN IT . 4 PRIM E ANO PAINT MOUNTING COt.-lPONENTS II\IITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE . 5. I/VELD ALL STEEL PLATE COMPON ENTS WITH )'8• FILLET WELDS. RRUS 32 MOUNTING SCALE: N.T.S 4 ~ 4':§_~_<;;0NCB_E;TE SLAB (N) 6" THICK CONC L_~~;~~:;~~= ·,1 '/ ·· ·Y,· :S, ""J,_ PLAN (N)STEEL LIGHT------~· POLE BY VALMONT r-- (N) CONC, FOUNOA TION & REINFO RCING BY VALMONT (OWQ# CA37795JP2. OROER# 377953-P2. DATED 3123118) 122J SECTION A (E) LANDSCAPING~ (N)6"TH ICKCONC .i} t .... ·. RECTANGULAR . · I . . . TOPPIN G SLAB ·' , • w ' ' , ' , •" • ........ ~ (N)#4@12" O .C .. E .W . (N)2'-6"01A .------. CONC. FOUNDATION (BYVALMO NT)' ' SECTION B (N ) JUNCTION~ BOX ~ (N)(2)#4TIES (N)(6)#4 VERT. BOX ~ ~ (NJ OR(E) CONDUIT TO POWER P.O .C . DEMO EXISTING SIDEWALK TO EKISTING CONTROL JOINTS AS REQU IR ED FOR DEMO O F EXISTING ANO PLACEMENT OF N EW FOUNDATION ANO TOP PING SLAB. REPLACE EXISTING SIDEWALK IN KIND. 2 . PROTECT EX1STING CONCRETE C URB IN PLACE. 3 ANCHOR BOLTS AND RACEWAYS SHALL BE SECU RED IN PLACE P RIOR TO PLACEM ENT OF CONCRETE. -$ USE POLE MANUFACTU RER PROVIDED TEMPLATE FOR PLACEME NT O F ANCHOR BOLTS. REMOVE ALL GREASE . O IL. O!RT AND CONTAMIN ANTS FROM ANCHOR BOLTS WITH SU ITABLE SOLVENT. C ENTER ANCHOR BOLT GROUP O N CONCRETE FOUNDATION. Pl.ACE ANCHOR BOLTS IN A PlUMB POSITION . POINT HOOKS TOWARD THE CENTER OF THE FOU NDATION . VERIFY REQUIRED ANCHOR BOLT PROJECTION. 5. CABLE TRE NCHES AND FOUNDATION SH ALL BE BAC K FILLED A NO COMPACTED P RIOR TO ERECTION OF NEW LIG HT POLE. 6. THE FOUN DATION SHALL CURE A M INIMUM OF (7) DAYS PRIOR TO INSTALLATION OF POLE . SCALE: N.T.S LIGHT POLE FOUNDATION TOPPING SLAB 2 1, APPLIC ABLE COOES: 20111 CALIFORNIA BU ILDING COOE \CBC), 2013 AASHTO LTS-l,TIA222,REVI SIONG, 2. ALL WORK SHALL CONFORM TO THE LATEST EOITION OF TME CALIFORNIA BUILOING COOE, APPLIC ABLE AUTHORITY HAVING JURISDICTION CODES, ANO REQUIREMENTS OF TME CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS. 3. TME CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR TO STARTltlG ANY WORK , THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THESE AGENCIES INFORMEO OF THEIR SCHEOULE. 4. GENERAL CONTRACTOR SHALL COr.'l'ARE STRUCTlJRAL DRAWINGS WITH DRAWINGS OF OTHER DISCIPLINES WITH REFERENCE TO MATERIALS, LAYOUT, DIMENSIONS ANO ELEVATIONS BEFORE STARTING WORK, AHO ANY g :~~ric:-N~IES SHALL BE REPORTED TO THE ARCHITECT ANO ENGINEER FOR 6. THE ORA WING S SHALL NOT BE SCALED. ALL WORK SHALL BE OOVERNEO BY ~f,~~~~~'i's~g~!1t'g~~·lN~~l;~~~::~~?E~ ~~A;:;:1Eif~~~~yo~L;HE ARCHITECT ANO ENGltlEER PR IO R TO PROCEEDING WITH THE WORK. 15. DETAILS OF CON STRUCTION NOT INDICATED DR NO TEO SHALL BE CONSIOEREO OF THE SAME CHARACTER SHOWN FOR SIMILAR OR EXISTING CONSTRUCTION. 7, THE CONTRACTOR SHALL LOCATE ANO PROTECT ALL EXISTING UTILITY LINES AND CONNECTIO NS INCLUDING SEWER, W ATER, GAS, ANO ELECTRIC SERVIC ES BEFORE ANO CURING TME WORK. 8. CONTRACTOR SHALL COORDINATE TMEIR WORK WITH CITY REQUIREMENTS. 9, CESIGNDATA: DESIGN CODES: 20115 CBC. TIA 222 REVISION G. 2013 A A SH TO L TS-I SEISMIC IMPORTANCE FACTOR Ip • 1.0 OCCUPANC Y CATEGO RY" II MA PPED SPECTRAL RESPONSE: ACCElERATIONS S.•1.U Sg S,1t 0,717g SITECLASS •O S1TE COEFF1C1ENTFa •1.00 S1TECOEFFIC IENTFv 1t 1.60 WINO SPEED = 100 MPH tl-SECONO GUSTS) PER 2013 AASHTO L TS-I 10. CONTRACTOR SHALL SUB MIT STEEL SHOP ORA WINGS FOR REVIEW PRIOR TO FABRICATION. CONCRETE NOTES ,. CONCRETE SH ALL DEVELOP A MINIMUM COMPRESSIVE smENGTH AT28 DAYS OF 3,000 PS I. DESIGN BASED ON 2,500 PSI \NO SPECIAL INSPECTION REQUIRED), 2. SLUMPS SHALL BE NOT LESS THANT ANO NOT EXCEEO 4", 3. CONCRETE SHALL BE PL.ACED IN A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED BETWEEN PREOETERMI NEO CONSTRUC TION JOINTS. CONCRETE SH ALL BE OF A CONSISTEN CY TO PERMT PLACING COMPLETElY AROUND REINFORCING BARS AND AGAINST FORMS . 4. EXPO SEO SURF ACES OF CONCRETE SHALL BE KEPT r."QIST OR CURED BY :~~~~~~~;NoS~ER INGS APPLIED IN ACCORDANCE WITH MANUFACTlJ RER'S 6. FORMS SHALL BE TIGHT, CLEAN ANO WETTED BEFORE PlACING CONCRETE. REINFORCING STEEL NOTES 1. REINFORCING SHALL BE IN ACCORDANCE WITH ASTM Al51S . GRADE 40 FOR #4 ANO SM.ALLER , GRADE 60 FOR 115 AtlO LARGER. TIE WIRES TO BE 18 GA. OR HEAVIER, BLACK ANNEALEO. 2. REINFORCING B ARS SH ALL BE FREE FROM LOOSE RU ST OR ANY OTHER COATING WHICH WILL REOOCE BOND. 3. REINFORCING BAR$ SH ALL NOT BE BENT OR STRA IOHTEHED IN A MANNER WHICH WILL DAMAGE THE MATERIAL. ANO SHA LL BE AC CURA TEL Y PlACEO ANO PO SI TIVEL.Y SECURED. 4, MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT SHALL BE USED AT SLABS.ON-GRADE. STRUCTU RAL STEEL NOTES 1. MATERIALS: ALL STRUCTURAL STEEL STEEL PIPE TUBE STEEL ANCHOR BOLTS HEXAGON NUTS W ASHERS ASTMA31,U.O.N. ASTMA'3,GRAOEB ASTM A&()(), GRADE B ASTM F1 SS4, GRADE 5S ASTMA307 ASTMA194 2H ORASTMA5&3 OH ASTMF431 2. ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCOROANCE WITH THE AISC STANDARDS BY A LICENSED FABRICATOR EMPLOYING CERTIFIED WELDERS. 3. WELDING SHALL CONFORM TO APPLICABLE SECTIONS OF LATEST AW$ STRUCTlJRAL WELDING CODE AND SHALL BE DONE BY CERTIFIED WELDERS. 4. STEEL FABRICATOR SH ALL OBTAIN THE ENGINEER·s APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION . 6· ~~ttI~~i:.::'TLE!TFEfJ-R~:$~~~ TO WEA TM ER SHALL BE HOT DIPPED IS. SUPPLY ANO INSTALL FASTENER S. FRAr.'ING r.w;:MBERS ANO ANCHORS REQUIRED FOR MOUNTING ANO ATTACHMENT OF EQUIPMENT. R EINFORCING R IM WELDING NOTES 1. WELDING SH ALL BE PERFORMED BY AN AWS CERTIFIED WELDER. ALL WORK SH ALL BE 1H CONFORMANCE WI TH THE AMERIC AN WELDING SOCIETY'S STR UCTURAL WELDING CODE. AWS 01 .1 LATEST EDITION . 2. ~:~~~iEE J:;:~~ ~:iaARC~() ~~.!~R:i~~:,gs: ~~~~OIZ~: ~~~~~Ny OTHERlrllSE BE CONSUMED IN TME WELD METAL APl"LY ANTI.sf'LATTER COMPOUND AFTER GRltlOING. 3. MINIMIZE TEi\.'IPERATURE RISE ON THE INSIOE SURFACE OF THE LIGHT POLE ANO VOLATILIZE ANY REMAINING ZINC WITHIN TH E BASE METAL WITH MINIMUM SPLATTER. 4. APPLY GALV-A•STICK ZINC COATING TO ALL UNPROTECTED SURFACES, UPON COMPLETION OF WELDING. APPLY SECOND COAT LAYER OF COLD GALVANIZING SPRAY COMPOUND CONTAINING A 11,'INIMUMZINC CONTENT OF 95%. APPLY A FINAL CO AT OF TNEMEC EXTERIOR PAINT COA TING TO MATCHP04..E. STRUCTURAL NOTES .?"'-J A MES VACCARO A R C H I T E C T, I N C . •lt D01l0HW"l.U1'~C ,,.cmc .. 1c,.1•,ou •1 5 . .04)610,HOIIE ••IStU.U llfAX llfO•JV"ltCHlt(CICOM WWW.JVA RCtffl(Cl .COM CLIE NT @) MODUS. INC-. -- 2,iosToclOON Slli(Ef 3ROFLOOA SAN F AANCISCO.e,t,9,101 ve rizon" VERIZON WIRELESS 27&,MITCt lEllOIIIVE SV1TE9 W"L NUTCliEEI( C .. ~~98 CONSULT ANTS l!~UCIURAllNGI NHW : :~~~lt:/t:.:· :~:•gnE. U. H{MOSIUIIG CAt)u a COll1"CII-IUM1llt:i101io9 .. Jl:J ... 0 0 0:::: ..--w 8 a.. 0 :::, (/) l) Q. ,o LL. Cl) 0 l-o a:: z 1-:;..,~ ~~a~ w~~om '.,!O<(<(o -,COUs,-!. ~;:so~~ s :i: ~ u~ ~~ffiiil~ 0 .Q_~ :JU)~Q_ CD L() 0 .. ::>"' z a..~ ~ ,,~~~~' V '(~~:::};!;·t;~ ~ '·!. /.>/,f /. DATE I ISSUE 1011812017 I 90"4 CONSTRUCTION 21612018 I 100"4 CONSTRUCTION 312612018 I H>0"4 CONSTRUC TION REV. ;fff¥~irri~i~: STR UCTURAL NOTES , DETA ILS 5-1 (N) 1· DIA. HOLE IN (E) POLE FOR CONDUCTORS (E) OR (N) STEEL LIGHT POLE (N)Jf THICK ·e1 sco· HT-800 MEDIUM CELLULAR SILICONE GASKET. 8Y STOCKWELL ELASTOMERICS (800.523-0123) ~ NJ Pl }',g)(.lY,XJ,)>$" PLATE WI (4) TEK 410SS HWH SLVR CLSDY."•14;&.· SCREWS (N) 1" STD. PIPE (1 315"0.0 .) SVIJEEPFOR CONDUCTORS IPPLE ~eeow ALIGN WI\ OF KNOCKOUT Y.: 1Y.· Y.· td{ .. H < PLATE k NJ PLY,gX:\Y,XJYi· "' :~;! :~~ls:~~ CLSOY."•14XY," PLATE DETAIL SCREWS SWEEP SECTION SC ALE: N.TT [;b~f~~L~TEEL~ .. I n~i ~ RELOCATED OR(N) STREET S1GN 1"TYP ,Et ~ ••·a-· ., I RELOCATED--L~~: !1 OR(N) r , , , STREET SIGN (NJ HOG 118 X 1· HEX HEAD TEK-SCREW. TYP OF(8)@ SINGLE SIGN TYP.OF(12)@ DOUBLE SIGN (N) 12 GA. CALV. SHEET STEEL STREET SIGN SUPPORT. TYP. (E) OR (NJ STEEL LIGHT POLE ~ 1 HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION 3 PROVIDE MOCK·UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLEARANCES FROM RRU S UNIT. 4. PRIME ANO PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE . SIGNAGE MOUNT SCA LE: NT.s 6 7 (NJPL i);"X :Xi. TYP. EA. SIDE (E)OR(N) STEEL· LIGHT POLE ~/i~-~3~3 "----\""',. LJ' "SANO-FAST" SFES 201SS. WITH EAR -LOKT BUCKLE SY SANO.IT IDEX. INC .. TYP. OF (2) BANOS (BRACKET TO POLE) ,Et fllif (N)HDGll 12X1" PAN HEADTEK·SCREW. TYP. OF (4) (N)Y." DIA. M .B. WI LOCK WASHERS. TYP.OF(3) (N) LOAD CENTER/ DISCONNECT~ ~ (NJ PL X1" X 7h"X9.\$" MOUNTING PLATE (N) PL Hr X :Xs· BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHOVVN @ SIM (N)PLi);"X Y,f. TYP. EA. SIDE (N)HDGll12X I" PAN HEAD TEK·SCREW. TYP. OF (4) {PLATE TO TUBE) (N) LOAD CENTER/ DISCONNECT~ ";gJ (N)Y."X .03" A1230-034 "BAND-FAST" 8 FES201SS, '°'TH EAR·LOKT BUCKLE BY SANO.IT IOEX. INC .. TYP. OF (2)BANOS (BRACKET TO POLE) \ ..1---!H-(N) PL Yil X 7)/i"X9,\1" SIDE ELEVATION A NOTE S: MOUNTING PLATE (N),V.· DIA.MB. WI LOCK WASHERS. TYP. OF (3) (LOAD CENTER TO PLATE) {N) PL tO'"X:Xt" BE NT PLATE. TYP. OF (2) NOTCH AT STEEL POLE AS SHOWN @ SIM ~T-OIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLEARANCE FOR LOAD CENTER. 4. PR IME ANO PAINT MOUNTING COMPONENTS INITH TNEMEC EXTERIOR PAIN T COATING TO MATCH POLE. LOAD CENTER MOUNT s~-~~:: I 4 (E) OR (N) STEEL . LIGHT POLE (N)PL¥,g)(.:\Y,XJ.)S"_... PLATEWl(4)TEK 410SS HWH SLVR r cLSDY."·14XY,· ;., SCREWS (N) I " DIA. HOLE JN (E)POLE FOR CONDUCTORS NOTES : ALIGNW/\ OF ~q<;KOUT ~T-OIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION . 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER ALIGNMENT WITH LOAD CENTER KNOCKOUT. 4. PRIME ANO PAINT COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. CONDUCTOR SWEEP SCALE: N.TT 5 ~ l ·~ ' ' 10· ·1 1 1 {D ~ "" (NJ HOG #8 X 112" ~m= lo ~:-~~:w. TYP. q OF(4J ;.. (NJ 12GA.STEEL $, "CABLE SHROUD" " REMOVABLE WE FRO NT PANEL SIDE EL EVATION ~ ~I /RE~~~;~c~ FER\~~~~l~~EL) (N) 12GA.STEEL "CASLE SHROUD" (N)2,'a"XSX" OPENING FOR SHROUD EXTENSION (N) 12 GA. STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL (N) HOG 118 X 112" PAN HEAD TEK-SCREW, TYP. OF(4) CABLE SHROUD SCALE: N.TT OPENING ~ SECTION {NJTSSX2x.Y," REINFORCING RIM l}S"LONG (N) 12GA. STEEL "CABLE SHROUD" -•~. -(N) 12 GA . STEEL "SHROUD EXTENSION" SEALANT ALL AROUND SACK OF SHROUD (NJ HOG#lO PAN HEAD TEK-SCREW. ~-TYP.OF(4) -~~'-{N)2"WIOEX S"TALL OPENJNG IN POLE (N)TS5X2x,Y." REINFORCING RIM 1J,S· LONG (N)HOGll10 PAN HEAD TEK·SCREW. TYP.OF(4) REINFORCING RIM SCAL E: NT.s 2 3 (N)Y."X .03" A1230-034 "BAND-FAST" BFES 201SS.WITH EAR ·LOKT BUCKLE BY BAND-IT IDEX. INC .• TYP.OF{2) BANOS (BRACKET TO POLE) ~ ~ (N) 12 GA. STEEL "CA@OUO- (N)PL 10"X1,,·BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHOVVN @ SIM ~ (E)OR(N)STEEL n LIGHT POLE Llr-r--L~.:~~;~ 1'., t f ~~::~;:R 4 S-1 (N)HDGll12X1" HEX HEAD TEK-SCREW. TYP. OF (2) (SHROU D TOTS) FR ONT ELE VA TI ON A (N) HOG 118 X 112" PAN HEAD TEK·SCREW. TYP. OF(4J (N) 12 GA. STEEL ·cA@ouo· (E)OR{N)STEEL-1 LIGHT POLE (N) PL 2Y,i· X :Xe·. TYP EA. SIDE (NJ 12GA.STEEL· SHROUD EXTENSION & TS @RCINGRIM -1· 1· L";,:~·.:~ I'., AC 08 POWER INTERFACE 4 .. , (N)Y.·x.oJ-~ A1230·0J4 "SANO-FAST" BFES 201SS. WITH EAR-LOKT BUCKLE BY SANO.IT IOEX. INC., TYP. OF (21 BANOS (BRACKET TO POLE) SIDE ELEVATION B NOTES: (N ) 12GA.STEEL ,"CABLE SHROUD" @ (N) 83MM MOUNTING BRACKET (BY ERICSSON), TYP. (N)Pl lO'"X:Xl &NT PLATE. TYP OF m. NOTCH AT STEEL p~:~:WN ~ T.'"""HOi"-DI P GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION . 3, PROVIDE MOCK·UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER FIT/ ALIGNMENT WITH RRUS UNIT ASOVE. 4, PRIME ANO PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POlE. 5. SEE REINFORCING RIM NOTES SHEET S-1 SC ALE: N.TT CABLE SHROUD MOUNT =--JAMES VACCA RO A R C H I T E C T, I N C . •IIOOIIOE£WAV uunc rAClfJCAICAl9•0u •l).tO:·,~~!~~l~;i,;l;~~:~6'.:1 1 FA~ WWW JVARC III IECI .COM ....f.l:IENf @.) MODUS . INC. 2•0Sf0CM.T~STREET311DFL001l S.,.NFR•uc,sco CA9••oa verizon" VERIZON WIRELESS 271~UITCHEllORIVE SUHE9 WALNUICREEI\CA~- CONSULTANTS SUI/CIURAl!NGINf!R: ::~~~~~:-;.· ;;:'gv• c. s.e. 11£Al0SOUR0 CA9)H I COIIIACI HUM IER:110/)6h-l/21 .... 0 0 0:: ..-w 8 0. 0 ::) (/) () Q. 10 LL. en REV I DATE 0 1-o o:: z I-;; ... ~ ~~;;~ W ::,~ o m ~o <( <( o -,CDU5,-.'.. ~;5 oo;;;; >Z Z 0::"' ><e -u M Oo::wti:::::;o OWCDt-U .a_::, :J U>::,a. aJlOU ·· ::::, <O z a.. ;g ~ ISSUE 1011812017 j 90% CONSTRUCTION ~6120 18 I 100%CONSTRUCTION 3126120 18 j 100% CONSTRUCTION R~ IH£SEP1..ANSAA£1NS1RUMEtHSOFSERYICE,t.NOARE fOR1tt£Cl1£N!"SU$ESOl£lYWlHR£SPECT IOltilS w~~~~~~{~]~l~!,, l 11H111T LE DETA ILS S-2 NOT E S : 1 All GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER. AT OR BELO'fo/GRADE. BY T'WO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC. 2. PERFORM IEEE FALL-Of-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEM. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RE SULT OF 5 OHMS OR LESS. 3 EACH RRU UNIT ANO PSC AC UNIT SHALL BE DIRECTLY CONNECTED TO THE GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND V..,RES. 6 AWG COPPER OR LARGER . 4. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE 5. APPROVED ANTIOXIDANT COATINGS (IE .. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION ANO BOLTED GROUND CONNECTIONS 6 GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR. SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITION S. NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. ~ (N )VER~ON .nRmssl'.::u CYLINDER ANTENNA \[y -, l (N) '2 AWG SOL'D TO ANTENNA r (ROUTED WITHIN POLE) (N) STEEL STREET D GI LIGHT POLE tfiffi)(N) VE RIZON WIRELESS RRU S32 UN IT (AWS) WI PSU AC 08 POWER INTERFACE tfiffi)(N) VERIZON WIRELESS RRUS32 UNIT (PCS) WI PSU AC 08 POWER INTERFACE ~(N) MAIN GROUND BAR ~IN CABLE SHROUD G (N) #6 A\f\lG TO PSU AC 08 UNIT (ROUTED WITHIN POLE) ...._4#-(N) #6 A\f\lG TO RRUS 32 UNIT (ROUTED WlTHIN POLE) (N) #2 A!/1/G TO CABLE SHROUD (ROUTED WlTHIN POLE) \N) #6 A\f\lG TO PSU AC 08 UNIT (ROUTED \NITHIN POLE) (N) #6 A!/1/G TO RRUS 32 UNIT ~~?.u2T!~\NIT~~A:~~E) G SHROUD (ROUTED WITHIN POLE) @ (N) LOAD CENTER DISCONNECT 3 t-(N)#2A\f\lGSOLID FROM GROUND BAR J G TO IN) GROUND ROD I l (N) (1) #2 A\f\lG SOLID. TO I tp (N) GROUND ROD IN (N) OR (E) STREET LIGHT JUNCTION BOX G E )Q___~lf (NJ STREET LIGHT JUNCT@XIVAULT ~(N)CONCRETE ~FOUNDATION EQUIPMENT GROUNDING DIAGRAM (N) ~-DIA. X 10--0-LONG COPPER CLAD GROUND ROD s~:r~;: 12 NOTES: I . PROVIDE ELECTR IC AL SE RVICE EOU1PMENT \NITH FAULT CURRENT RATINGS GREATER TH AN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. 2. ALL SERVICE EQUIPMENT ANO INSTALLATION SHALL COMPL YWITH THE PREVAILING LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE. 2017 NFPA 70. AUTHORITY HAVING JURISDICTION ANO UTILITY COMPANY. 3. CONDUCTOR S SHALL BE SPLICED IN ACCORDANCE WlTH STATE OF CALIFORNIA DEPARTMENT OF TRAN SPORT ATION STANDARD PLAN ES-13. COMPRESSION CONNECTOR ANO WATERPROOF. r ---1 (N) FRP CONCEALMENT----1 I SHROUD i i (N)"SMARTPOLE"METER. 1 1 WATTHOUR (SMARTMETE~) I FURNISED IN STALLED BY , 1 , 1 PG&E M ' ' (N) 3 PIN LOCKING l @)--f----, RECEPTACLE (NJ TERMIN AL BLOCK '.--fi \NITHIN CONCEALMENT SMROUD ::~.~'~;~; I ! ! 1 (N)(\)#8HOT ~ {WITHIN POLE) (N)(l)#8 HOT-------+-'!' {WITHIN POLE) (N) (1) #12 HOT-------+-+-'l' (WITHIN POLE) (N) DI SCONNECT/ LOAD ----+-f-;. CENTER MOUNTED ON POLE ~ ~ ~ ~NJi:;2~~~T~!~i)E!~;·, ~sTuE:;A~EPOWER 2 A•3 "' (N)(4).Y,." SUPERFLEX COAX CABLES (WITHIN POLE) (IN 11~~~~~~~~~~R~PLEXER IN C C ( 0 / CONCEALMENT SHROUD ! I (N) 2 PAIR FIBER. (WITHIN POLE) ) [] (IN MAXCELL INNEROUCT o I (N)(4)Y."SUP1:.RFLEXCOAX CABLES (WITHIN POLE) (IN 1-112"RISER-GARD INNERDUCT) TO DIPLEXER IN CONCEALMENT SHROUD RRUS32 UNIT (PCS) WI A-3 rNST~:~A~:OWER 2 (NJ VERIZON WIRELESS; A-3 .,._>--+--(N) (2) #1 2. (1) #1 2 GND. (WITHIN POLE) ' I ) (N)(2)#12.(1)#12GND. (WITHIN POLE) :~;:.~1~6~~~R . 1 (IN MAXCELL t INNERDUCT) F ' I _____ J ' I (N)N·'6STREETLIGHT~ ~kf : JUNCTION BOX/ VAULT/ (N) (l) #2 GND. I VERIZON IMRELESS POVVER (WITHIN POLE) TO (N ) I P.O C. SEE DETAIL BELOW GROUND ROD : (N) INCOMING 6 PAIR~ (N) UG FIBER SPL ICE F FIBER BY FIBER PANEL (VERIZON I PROVIDER, (E) CONDUIT --_ _ WlRELESS FIBER / 1N TRENCH. r DEMARC) .,/ ~----------------v---L ______ r' / SHEET NOTES 1. COMPLY WITH GOVERNING CODES AND REGULATIONS OF AUntORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SI MILAR SERVICE FOR THREE YEARS. USE EXPER IEN CED INSTALLERS. DELIVER. HANDLE . AND STORE MATERIALS IN ACCORDANCE \NITH MANUFACTURER'S INSTRUCTIONS. 2. COORDINATE \NITH UTILITY COMPANY FOR SITE SPECIFIC WORK ANO MATERIAL REQUIREMENTS PRIOR TO START OF CONSTRUCTION 3. PROVIDE ALL CONDU IT . PULL ROPES, PULL BOXES. CON CR ETE ENCASEMENT(IF REQUIRED). BARRIERS. POLE RI SERS. TRENCHING. BACKFILL. AS REQUIRED PER SITE SPECIFIC REQUIREMENTS. 4. OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REQUIRED TO PERFORM THE WORK. PRIOR TO START OF CONSTRUCTION. 5. NOTIFY CONSTRUCTION MANAGER OF EXISTI NG CONDITIONS DIFFERING FROM THOSE 1NOICATEO. 6. PROVIDE SERVICE ENTRANCE EQUIPMENT WlTH FAULT CURRENT RAT INGS GREATE R THAN THE AVAILABLE FAULT CURR ENT FROM THE POWER UTILITY PROVIDER. 7. REVIEW ANO IN SPECT EXISTING CONDITIONS. GROUNDING SYSTEM AND LI GHTING PROTECTION SYSTEM FOR COMPLIANCE WIT H THE AUTHORITY HAVING JURISDICTION . REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING. 8. PERFORM IEEE FAL L-OF-POTENTIAl RESISTANCE TO EARTH TESTING FOR NEW GROUND ELECTRODE SYSTEMS. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS REQUIRED TO ACHIEVE A TEST RESULT OF 5 OH MS OR LESS 9. ANTIOXIDANT COATINGS SHALL BE USED ON ALL COMPRESSION ANO BOLTED GROUND CONNECTIONS 10 ALL IMRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) AND UTILITY COMPANY REQUIREMENTS ANO AUTHORITIES HAVING JURISDICTION. 11 . ALL BENDS ANDI OR OFFSETS SHALL BE MADE WITH FACTORY SECTIONS USING APPROVED COUPLERS PER CEC REQUIREMEN TS. 12. ALL EMPTY CONDUITS SHALL HAVE Ai" POLYPROPYLENE PULL ROPE PR OVIDED IN SI DE ANO SEALED WITH A DUCT SEAL ON BOTH EN OS OF THE CONDUIT. 13. THE ENDS OF ALL CONDUITS INSTALLED SHALL BE SEALED WITH A DUCT SEAL. 14. PROVIDE NEW METER AND DISCONNECT PER UTILITY COMPANY REOUIREMENTS. SYMBO L LEGEND ---,---@-- --G-- 9RANCHCIRCUII IJNOERGROVNO (E) 240V (2) #8 CITY OF_/ CUPERTINO STREET LIGHT CONDUCTORS (N) GROUND ROD t I I B~~=' I 4----(N) VERIZON WIRELESS CONDUCTORS PER SEE SHEET EP-2 SINGLE LINE DIAGRAM ----• S INGLE LINE DIAGRAM ~0;i7V~~~~:ROOF \NIRELESS) __ r, __ -a::n--- (N) N16 JUNCTION BOX/ I (2) #8 THW STREET (E)N-9 VER IZON WIRELESS VLIGHTCONDUCTORS JUNCTION BOX POWER P.O .C. TO REMAIN r------1-(N) LEO STREET (E) PG&E VAUL Tl ,-----1 1 J LIGHT LUMINAIRE CITY OF CUPERTIN O>-__ -t-_._-I-_ -1-_ --~---_ _y,,(_ POWER POINT OF -._ ->,-<_- CONNECTION L ___ ~ J L' (N)10AWATERPROOF ---~---flBERoPIICSPUC(P ... NEl ~ -------FUSE ~E6 ;~~~~CTOR S------L\\ '-----------(C;~y(~Fo~~:~RTINO) ® ~~~~~~~~~~~1~1i1; ST REET LIGHT($) STREET LIGHT(S) ~IIII OETAIL AT (E) N -91 (N) N -16 • SCALE: N'.'f.s • SINGLE LI NE DIAGRAM -=-JAMES VACCARO A R C H I T E C T, I N C. •llOO!WEfW ... Y 1,1,mc ,.,.clf'lc",c",9•0u •1) . .o.llolO't+Otllt •l)hl u llF"X WlfO•JV ... ~Cl<IIECT COM WWW JV"RCt<l!(C1.COM @.) MODUS. INC-.-- ~aos1oct1.r0ttsrRe£r 3ROFlOOR SAN FRANCISCO C,t,Q U O!I verizon" VERIZON WIRELESS na,Ml1 Ctt€ll0M1VESU11E9 W"lNIJT CREEtt.C"~~ ~ .... 0 0 0::: ..-- w 8 fl. (_) ::, Cf) u ()_ I 0 u. (/) REV I DATE 0~ f- f-<( a:; f-> v U ~~g~ u6mocn <("'<(<(o ci <t:us:~ <(N -o~ s;z~a::d, o<(i=U~ a:: l's a:: :J 0 u w a:, f- ~Cl)§;~ ~~uz 0.. v 0.. ;:! <( ISSUE 10118/2017 I 90% CONSTRUCTION 21612018 [ 100"4 CONSTRUCTION ;J.'2~20 18 1100"4 CONSTRUCTION REV~ THESEPlANSAAEINSIRUMENISOFSER\IIC[.lNO"RE FOIi lt+ECUENl'SUSE:SOI.ElYWIIHRESPECf IOTHIS \\<1~~~~~~~1fTl~f §.~E CoPYRIGHl?OlOJ.lMES VACCAAOAACHIIECI INC £Fl TIit.( SINGL E LIN E DI AGRA M, EQU IPM ENT GROUNDING DIAGR AM EP-1 SCHEDULE A (N) 1X" DIA. SCHEDULE B (N) 1Y,i"DIA. SCHEDULE C (E) 1,\$" DIA SCHEDULE 0 (E> ,x·o1A. SCHEDULE E (E) \J'i"DIA CONDUIT SCHEDULE POLE•2''29 ? ~1 ~ POLE'2«l0 ? ~!~ POLE124-431 0' (NJ VERIZON WIRELESS 1 EQUIPMENT LOCATION I ~1 ~ -,iO"'-...... ) e,\'-I>-'-•••• ~""'' ti .... ~:;-i, ... / .... -ti>-"-v:\,-i •• qv~\,,,,,~o~o'~ ........ 1~\.u~:~<s1~'c. 1,0.i:i" . / "'c I'" ... ~"o C,\..-0 p,. I' C 0: "' > w :, C Ill "' N z "' w C :,: 1-- :, C "' I '~·· 1-~ml ~; I I :::: I CIRCUIT DIAGRAM (E)CITY:(2)118 VERIZON: (N) 2X FIBER, (2) 112 GND (EJCtTY:(2)118 (E)CITY:(2)118 (E)CJTY:(2)118 (E)CITY:(2)118 ~ \ C, p,. C, \ -.l ~ ~ "0 I'\ s~.~~:: 12 ! ·~-w s~~~: I 3 ~ ~ \J § g ~ ~ ~ € APN 359~019 (E} BUILDI NG " ~" ~o " I'- 0 l'- /LJO ~ UTILITY PLAN 0 00 oo SCALE: 1/11;w:1•.ow l -,. I~ ,,. C 0: "' > ~ w .J :, 0 Ill "' N z "' w C :,: 1-- :, 0 "' SHEET NOTES 1. COMPLY lf,,,,TH GOVERNING COOES ANO REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS 2 OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REQUIRED TO PERFORM THE IIVORK. PRIOR TO START OF CONSTRUCTION . 3. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONOITIONS DIFFERING FROM THOSE INDICATED. 4. PROVIDE SERVICE ENTRANCE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE PO'A'ER UTILITY PROVIDER 5. REVIEW ANO INSPECT EXISTING CONDITIONS. GROUNDING SYSTEM ANO LIGHTING PROTECTION SYSTEM FOR COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION . REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING. 6 EXISTING UNDERGROUND WIRING. CONDUIT AND FUSE INFORMATION SHOWN IS BASED ON CLIENT PROVIDED INFORMATION AND BEST PRESENT KNOV\/LEDGE OF EXISTING CONDITIONS. WHERE CONDITIONS ARE UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM WHAT IS SHOWN OR TH AT REQUIRE MODIFICATION OF DETAILING SHOWN. SUCH DISCREPANCIES SHALL BE CALLEO TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE 1/VORK. 7 ALL WIRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL COOE (CECJ . NFPA 70 AND APPLICABLE SECTIONS OF THE C1TY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS STANOAROS. 8. A CITY OF CUPERTINO PUBLIC 1/VORKS DEPARTMENT CONNECTION ORDER IS REQUIRED TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBMITTAL TO PAC1F1C GAS AND ELECTRIC). 9. CONTACT PACIFIC GAS ANO ELECTRIC FOR ADO!TIONAL REQUIREMENTS AND CONTACT THE CITY OF CUPERTINO PUBLIC 1/VORKS OEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRICAL INSPECTIONS 10. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER'S SUBMITTALS FOR ALL NEW LUMINAIRES 11 . ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 12. ALL OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE . 13. WHENEVER AN INSTALLATION IS NEAR ANY OVERHEAD WIRES/ CONDUCTORS. A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS AND ELECTRIC PRIOR TO INSTALLATION. SHEET LEGEND ~ ONOUITDlAMETER ONOUIT APPROXIMATE ENOTH IN LINEAR FEET ONOUIT SCHEDULE MARK XISTING, NEW. UNOEGROUND. SURFACE MOUNTED (E ·EXISTING. N•NEW, U•UNOERGROUND, S·SURFACE MOUNTED) r::-3--EX ISTING N•9 BOX (STREET ~ LIGHT VAUL T)I NUMBER NEWN-16 BOX (STREET ,.____LIGHT VAULT)/ NUMBER/ NEW iilill VERIZON 'MRELESS FIBER SPLICE PANEL LOCATION ~~~~~T~~GC~:~:~L~~~!T~~7NT OF CONNECTION ---····-------ex1STlNG OR NEW CONDUIT ROUTE ~ ~~~N~o;F~;;~~~~l~'A'ER WWW ~~~~~~/ ~p~~~i~~~~~El~INT OF CONNECTION :=--JAMES VACC ARO A R C H I T E C T, I N C. .i1 00110Hw ... v UUIIC ~ ... cmc " 1 c" ,•,ou •I.S.608 lt1011!011E • •1~9tl.H 'I f"~ u:ouv ... ~CHIIECI COM WWW ,JVANC1•1ECI.COM @) --MODUS. INC-.-- :..o STOClllON $TJl;EE1 lRO FLOOR SAN FR,.NCl$CO CA ~•10& verizon" VERIZON WIRELESS na~MIICn ELlOHIY[ SU!1E9 W"lNIJI CREEl<.C"9-1~9& c-o,1rsvi:;r ANt§ ... 0 0 0:: ..-- w 8 a. 0 :::, (/) (.) 0... ,o u. en 0 f- 0 0'.'. z f-::;..,. ~ ~w O <I.: ~5~3~ <CO<C<Co ,CD us;,-:_ ~r'5o~;;; S:~~u~ ~~ffi~~ u . 0.. => :J CJ) =., 0.. aJl.()U ·· => <O z CL~ ~ 0 . . REV I DATE ISSUE 1 10118/2017 90"4 CONSTRUCTION ?~'>Q18 100"4 CONSTRUCTION 3126/2018 1100% CONSTRUCTION REV . :~1f~~~~W~!~: COPYIUGl<!:.'0 16J AM ES Yi'.CCAAOAAC1111ECT,INC UTILITY PLAN , CONDUIT SCHEDULE, CIRCUIT DIAGRAM EP-2 STREET LIGHT POLE (NJ MAIN----+ OISCONNECT DISCONNECT @ ~ !:!..Q!il.i. 1 DISCONNECT SVVITCH SIGN SHALL READ "UTILITY COMPANY PO~R DISCONNECT SWITCH" IN Y." HEIGHT TEXT. VVITH WHITE BACKGROUND ANO BLACK LETTERING 2. SIGN SHALL BE OUTDOOR RATED \MTH UV PROTECTION. 3 see SPECIFICATIONS SECTION 26 05 00 FOR COMMON 'A'ORK RESULTS FOR ELECTRICAL SHUT-DOWN SIGNAGE s~~~i: I 8 ~ @:l•ll•I•l'•'J~l=l:J•@=i•lil:J3--1 , , ....... N_O_ .. ~ .. ·~~! .. :~., .... ~: ~N PIIOCCO\INES . ..,..,,,.., .. _..,,_, ... ,.., ___ ,.. ... • ,., ..... ,., .. , •S<•<K~•••"'-'' •>-'·••.·ll ''H''•<'•·-•r~ .. '"~--~·"' .. "''"' .... --.. -~··· .. ,~ .......... "H""_"...,'"' ........................... ~ ... ··-· ,.., ........ ~-"-""''"·-··~~,.. ........ ,,..,., .. u.,_,,,, . .,_., .,,,.,,.,.,,..,,. ... , ................................ ~ .. -,,..,.,.,, .. , ... ~ .. --.~,.,. ..... , .. ,,.,>'""'"'""""""' , , • .......,..~}"'5"9C "'CY S!111l Q9'{VN tMOCCQYl'I! ............ -.... -, ... ,.,. _____ ,, . ,. ...... -~, ....... ,.~ ... ,. ........ ,,.," ......... _ ... .. .•. _. .. ~ ... ·· ... -.... -.,.·· NOTES: .. ,.i,-.. ·-,_ .... ,, ......... ,.~ .. ... 00 .. ,, .......... ,. .................. 0 .... ,-,.._.., ... ,..,.,.,w .. -11,,""'"·"'"';,.,,., ... ............... ' .-.. .............. :,_ ........ , .... _.,.,,.~ ............... ~ .. ___ ,. \SiGN SHALL BE MOUNTED ON INSIDE FACE OF POWER MAIN DISCONNECT S'IIIITCH IN Y,· HEIGHT TEXT. WITH VVHITE BACKGROUND AND BLACK LETTERING. SIGN SHALL BE OUTDOOR RATED. see SPECIFICATIONS SECTION 26 05 00 FOR COMMON 'A'ORK RESULTS FOR ELECTRICAL . SHUT-DOWN SIGNAGE s~-~~i : I 9 ~ 1. Y."X4"X6" COPPER GROUND BAR. TYP. OF SITE PRO 1 IMGJ0616 WITH INSULATORS AND BRACKETS AS REQUIRED OR APPROVED EQUAL. 2. PROVIDE TAMPER RESISTANT GROUND BAR MOUNTING HARDWARE , 3. APPROVED ANTIOXIDANT COATINGS (I.E .. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. GROUND BAR s~~~;: I 5 (NJ #2 OR 16 AWG SOLID CU CONDUCTOR WJ GREEN . 600V THVVN ·2 INSULATION TO (N) ANTENNA g {N) EQUIPMENT. TYP. NO TES: t (N)lWO-HOLELUG. BOL TEO TO GROUND BAR USING lt•l6Xl·Y.·ss HEX HEAD BOLTS& HA@ROWARE , TYP, 3 0 MAIN CD OUNDBAR~ #2AWGSOLIO TINNED BARE CU VI/IRE TO GROUND ROO ~PLY "NO.OX" OXIDE INHIBITOR AGENT TO LUG AND BAR CONTACT SURFACE. GROUND CONNECTION APPLY- "NO-OX" COMPOUND. TYP. (E)TINNEO COPPER GROUND BAR (N);'"DIA.X- 1-1 /2"SSBOLT, TYP.OF(2) TWO~OLEGROUNDLUG s~~~;: I 6 s~~~;: l 7 (NJPULL1-----, JUNCTION BOX @ (NJ BOND BUSHING. TYP. @CONDUIT STUB-UP (NJ#2AWG FROM MGB PLAN (N) GROUND ROD WI GROUND CLAMP (VERIZON IMRELESS) GROUNDING AT PULL BOX SCA.LE: N.T.S 3 (N)#6AWG GROUND CONDUCTOR (NJ~-DIA. X 10'-0" LONG COPPER CLAD GROUND ROD. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 15' VERTICALLY ~/ ~ GROUNDING AT POLE s~~~;: 14 •,,,.. (N)R-SERIES ~ COMPOSITE ONE ~ PIECE LID WI N90 BOLT DOWN KIT !!:fili (NJ*" DIA. X 10"·0" LONG COPPER CLAD GROUND ROD GROUND ROD SHALL BE DRIVEN VERTICALLY.NOTTO~ EXCEED 15" VERTICALLY ~ 1. PULU JUNCTION BOX SHALL BE "CHRISTY" N16. \MTH ONE PIECE COMPOSITE LIO ANO N90 SS BOLT KIT AS MANUFACTURED BY OLOCASTLE ENCLOSURE SOLUTIONS (800-486-7070), 2. LIO SHALL BE MARKED "STREET LIGHTING ·. 3. TOP OF VAULT SHALL BE SET FLUSH WITH SURROUNDING ADJACENT SURFACE 4. VERIFY LOCATION S OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRtOR TO ANY EXCAVATION . 5. UTILITY VAULT SHALL NOT BE INSTALLED WITHIN THE BOUNDARIES OF NEW OR EXISTING CURB RAMPS. 6. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO 'A'ORK. 7, ALL CONCRETE REPAIR 'A'ORK SHALL BE DONE IN ACCORDANCE V\IITH THE AMERICAN CONCRETE INSTITUTE (ACI) 301 JUNCTION/ PULL BOX SECTION ~ SCALE: N.T':s 1, TRENCH BACKFILL: CLASS II OR CLASS Ill AGGREGATE BASE AT90% COMPACTION . NATIVE MATERIALS MAY BE USED AS BACKFILL WITH WRITTEN CONSENT OF AJE . NATIVE BACKFILL COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY SUITABILITY OF NATIVE BACKFILL PRIOR TO START OF CONSTRUCTION. 2. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PR IOR TO ANY EXCAVATION . 3. ADJUST LOCATION OF TRENCH AS REQUIRED PER RESULTS OF UNDERGROUND SERVICE LOCATOR RESULTS TO AVOID CONFLICT \MTH EXISTING UTILITIES. 4. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PR!OR TO WORK 5. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACl)301 . UTILITY TRENCH SCA.L E: N.T.S 2 =-JAMES VACCARO A R C H I T E C T, I N C . <II OOtlCEEWAY urmc ~A Cl~ICA ICA ,~.o .. •l) . .ol.lolOPHOt1t 1•l)~oJ U /l,,.X llfO•JVA~CHIIEC!COM WWW.JVAIICHH(CI COM CLIENT @) --M ODUS . INC. 2al0 SlOC,0-0N STREET ~O FLOOR SA ri FIIA.NCISCO CAfl01 0II ver izo n" VERIZON WIRELESS Z?l~l,l!ICIIELl 0111VE SU!l1a9 VI AlNUTCIIEEK CA!M!>lll CONSULTANTS ..... 0 0 0::: .,..- w 8 c.. 0 :::, (/) UCL 10 u. Cl) REV I DATE 0 f-o a:: z f-;;.,,~ ~w o <i: W .....JlO-,m u :::>o, ~~ :,;g5 ~~ ~~ci ~;j; ~~~u~ ~~ffiiil ~ u ·Cl.:::l ~~a~ a:, <O z :::, "' Cl. n. ~ <( ISSUE 10118/20 17 j 90% CONSTRUCTION 216/2018 I 100"4 CONSTRUCTION 3126/2018 (100% CON~TRUCTION B!;'t.,. ~~J:~~l~N~i~: COPYRIGl1f 20 16JA.MESVACCAAOARCH11ECT.INC DETAILS E P -3 C/l "C m (') :;; c'i )> -i 0 z C/l 1111:: illl Jl I I -' ! ! i SF _CUPER001 CPSC001 PUBLIC ROW ADJACENT TO 10465 S. DE ANZA BOULEVA RD CUPERTINO , CA 95014 APN : PUBLIC ROW ADJAC ENT TO 359-1 7-019 ' i • ' i ; ' • ;;i "' c5 z :E II • n ~ r """C ~ -· i ~ ~ • =l • H ~ ~ : ~ ~ : il if : g &il l f"l § n ~ s: !® n I > L ~ l> n 3:: z m -(fl ~ < m l> n () -~ () l> z JJ ~ 0 CJ) "'C I I\) . > - SF _CUPER001 CPSC001 PUBLI C ROW AD JAC ENT TO 10465 S. DE ANZA BOULEVARD CUPERTINO , CA 95014 AP N : PUBLIC ROW ADJACE NT TO 359-17-019 ~ ;:; "' 25 ... z -· ::, g ~I =t 11 llll'li i 11:r.-~rc 'i3 g 111111 r n • ~ ~h ~rn @ ~"' C o si ~ :3 i1 "I . ' I I' > L ~ J> n 3: % rn -(JJ ~ ~ n n :< n J> z :,J ~ 0 "' '"'C I c.,J I • ; ; j ; m z " ~ "' m n ~ g "l g en "'C m () :;; () )> -i 0 z en ~" < ~" §; ~o j n 0 I ii " ~ ' ! l ! ' . . . SF . > • "'j:I ~ P' i!W I! 11 1 1r1 !!. ;;: j g C UPER 001 -CPS C00 1 PUBLIC ROW A DJ AC ENT TO 10465 S. DE ANZA BOULEVARD CUPERTINO , CA 95014 APN : PUB LI C ROW A DJ ACENT TO 359-17-019 i . f Ill! 1lll ~ "' 25 z ::;: 51 ~ ~ ... !® -· g () =t I n ; i j i ! 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