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18-180 Encroachment Agreement, Verizon Wireless, R.O.W. at 10145 N. De Anza Blvd.CUPER0 14 /4 17704 tz..o .w A, 101~5 IJ [){' /ltJZII 'BLVD -(cJf<;t< Olt.f ENCROACHMENT AGREEMENT This iF n~roachment Agreement ("Encroachment Agreement"), made this l .IT day of 6~ , 20 .!.1_ ("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": I. 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 Desc ription 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 I attached hereto (the "Licensed Area"). 3. Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment 1 attached hereto . 4. Term. The term of this Encroachment Agreement shall be as set forth in Section 2 of the Agreement. 5. Fees. The initial Rent for the term of this Encroachment Agreeme nt shall be $1,500 .00, as determined in accordance with Paragraph 5.1 of the A g reement, 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 ce1tificates , permits and other approvals (collectively the "Governmental Approvals") that may be required by any Federal , State or Local authorities , as well as a satisfactory fiber and electrical connection which will permit Licensee use of the Licensed Area as set forth above. In the event that (i) any of such applications for such Governmental Approvals should be finally rejected ; (ii) any Governmental Approval issued to Licensee is canceled , expires , lapses , or is otherwise withdrawn or terminated by governmental authority ; (iii) Licensee determines that such Governmental Approvals may not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in a satisfactory manner, or maintain any fiber or power connection ; or (v) Licensee determines that the Licensed Area is no longer technically compatible for its use , Licensee shall have the right to terminate this Encroachment Agreement. Notice of Licensee's exercise of its right to terminate shall be given to Licensee in writing by ce1tified 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 fu11her force or effect except to the extent of the representations, warranties and indemnities made by each pai1y to the other hereunder. Otherwise, Licensee shall have no fut1her obligations for the payment of Rent to Licensor. 8. Miscellaneous. NIA [Signature page follows] EXECUTED to be effective as of the date shown above . ATTEST: n /) 61~~-~~'kt i D,j-[8 , Clerk . ( APPROVED AS TO FORM CITY,.fo-T-T-9 RNEY 'S O FF-I-C E BY: ·-r---~8-c1'6 Gz.1nr- ;p.~~1t,uc City Attorney E x hibits: Attachment l LICENSOR: City of Cupe1tino , a political subdivision of the State of California By ad~ Name: C IMD f1'lo5ff'( Title: C 1'fY €N6-tN((fl LICENSEE : GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP , D /8 / A VERIZON WIRELESS by Cellco Partnership, its General Partner By : Name: Scott Stewart Title: Director-Network Field Engineering See attached. Attachment 1 Licensed Area verizon" II .c .. << 00 S1T1 g g ii:l " ~ ~ ~ < 0 1::l :i ( STEVENS CREEK RI \,n STEVENS CREEK BLVD CUPERTINO l911Nll •••,•,r,,- DIRECTIONS FROM VERIZON WIRELESS OFFICE WALNUT CREEK, CA: HEAD NORTHEAST ON MITCHELL DR TOWARD OAK GROVE RD TURN LEFT ONTO OAK GROVE RO USE THE LEFT 2 LANES TO TURN LEFT ONTO TREAT BLVD TU RN RIGHT ONTO N MAIN ST TURN RIGHT ONTO THE INTERSTATE 680 S RAMP TO OAKLAND/SAN JOSE MERGE ONTO 1-680 S CONTINUE ONTO 1-260 N USE THE 2ND FROM THE RIGHT LANE TO TAKE THE DE ANZA BOULEVARD EXIT use THE LEFT 2 LANES TO TURN LEFT ONTO N DE ANZA BLVD ,.: ;1a1 iW4 I WI •J Iii 5:U [•m:"'ffi!!:! TITLE SIGNATURE I DATE --- VERIZON PM --- VERIZO N CM --- VERIZON RF --- MODUS PM MODUS CM --- UTILITIES --- LANOLOROI PROPERTY OWNER ii.4 Ee!ISF.:.\ al £1 :I Im• PROJECT DESCRIPTION THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNED VVIRELESS TE LECOMMUNICATION FACILITY CONSISTING OF AN ANTENNA ANO ASSOCIATED EQUIPMENT ON A CITY OF CUPERTINO STEEL LIGHT POLE IN THE PUBLIC RIGHT OF WAY. EXISTING POLE AND FOUNDATION TO BE REMOVED ANO REPLACED WITH NEW STEEL POLE AND CONCRETE FOUNDATION. EXISTING POLE FOUNDATION TO BE DEMOLISHED ANO REMOVED. GENERAL SCOPE OF WORK 0 ANTENNA ANO ASSOCIATED EQUIPMENT INSTALL A NEWCYLINDRJCAL ANTENNA ANO EQUIPMENT ON A STEEL LIGHT POLE. INSTALLATION CONSISTS OF (1) NEWCYLINOR!CAL ANTENNA ANO SMART POWER METER CONCEALED WITHIN NEW CONCEALMENT SHROUD AT TOP OF LICHT POLE. (2) NEW RAUS EQUIPM ENT CABINETS Ar<ID {1) NEW LOAD CENTER/ DISCONNECT MOUNTED TO LIGHT POLE ANO ASSOCIATED POWER. FIBER ANO COAXIAL CABLES ROUTED WITHIN UGHT POLE. CJ ~ ALL NEW EQUIPMENT AND MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE. INCLUDING ANTENNA SHROUD. MOUNTING BRACKETS. CABLE SHROUD/ SWEEP. RAUS UNITS, RAUS MOUNTING BRACKETS ANO LOAD CENTER . 0 CABLING CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER WITHOUT EXCESS CABLE LOOPS 0 SIGNAGE ~DATED RF NOTICE/ WARNING ANO SHUT-DOWN SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS, TH E CITY OF CUPERTINO REQUIREMENTS, THE CALIFORNIA PUBLIC UTILITIES COMMIS!ON GENERAL ORDER 95 SECTION 94.5 ANO PAC IFIC GAS ANO ELECTRIC REQUIREMENTS. J:HK•1'!Q@ll •J=t1:Jt]l@ i [•l~['.':t ARC HITECT JAMES VACCARO ARCHITECT, INC, 411 DONO EE WAY, UNIT C PACIFICA. CA 94044 CONT ACT: JAMES VACCARO, A!A CONTACT NUMBER : (4\5) 608-3670 FAX NUMBER: (4 15) 963-4471 EMAIL: JVACCARO@JVARCHITECT.COM SURVEYOR HAYES LANO SURVEYING ANO MAPPING 2830 MADIGAN COURT CONCORD, CA 94518 CONTACT: RICK HAYES CONTACT NUMBER: {925) 798-3591 EMAIL: RKSEYAH@COMCAST.NET STRUCTURAL ENGINEER JEFFREY M. VAN DYKE, S.E. 1470 FELTA ROAD HEALDSBURG, CA 95448 CONTACT NUMBER : (707) 696-3721 EMAi L:JEFFR E Y@STR UCTU RALENGINEERI NGCONSU L TING.COt, AGENT PROJECT MANAGER MODUS. INC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT: KEVIN BOWYER PHONE: (408)219·5442 EMAIL: KBOWYER@MODUS-CORP.COM N4;J•!i#+iii%V. SITE NAME: SITE ID: LOCATION CODE: SF _CUPER014 CPSC014 417704 LTPL833 ASSET ID: BADGE NUMBER: 5401 4993063026 SERVICE ID: SITE ADDRESS: PUBLIC ROW ADJACENT TO 10145 N. DE ANZA BOULEVARD CUPERTINO, CA 95014 APPLICANT 2785 MITCHELL DRIVE. SUITE 9 WALNUT CR EEK. CA 94598 CONTACT: JENNIFER HAAS PHONE:(650)759·1377 COUNTY: SITE TYPE: EMAi L: JENNIFER .HAAS@VER IZONWIRELESS.COM AGENT MODUS, INC, 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT: KEVIN BOWYER PHONE:(408)219·5442 EMAIL: KBOWYER@MODUS·CORP.COM PROPERTY OWNER CITY OF CUPERTINO CUPERTINO CITY HALL 10300 TORRE AVENUE CUPERTINO, CA 95014·3202 PHONE:C408}7n-JJ54 EMAIL: ENGINEERING@CUPERTINO.ORG A .P.N.: OCCUPANCY TYPE : CONSTRUCTION TYPE ZONING JURISDICTION : ZONING DESIGNATION : LATITUDE (NAO 83): LONGITUDE (NAO 83): GROUND ELEVATION; ROW ADJACENT TO 326·34·043 NIA•LIGHT POLE IN ROW TYPE V-B CITY Of CUPERTINO P(CG,RES) 37" 19'29.96"N 122"01'57.09"W 1:2J4.2'AMSL J;ltW'l;!tlll l~l ;c•1 w1~·)fC•m ALL \foJORK ANO MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION . NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT \foJORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES AND AUTHORITIES HAVING JURISDICTION. 2016 CALIFORNIA ADMINISTRATIVE CODE. TITLE 24 PART 1 20 16 CALIFORNIA BUILDING CODE. TITLE 24 PART 2 2016 CALIFORNIA ELECTRICAL CODE, TITLE 24 PART 3 2016 CALIFORNIA MECHAN ICAL CODE. TITLE 24 PART 4 2016 CALIFORNIA PLUMBING CODE. TITLE 24 PART 5 2016 CALIFORNIA ENERGY CODE. TITLE 24 PART 6 2016 CALIFORNIA FIRE CODE. TITLE 24 PART 9 ANS1/TIA·222-G 20 18 NFPA 101 . LIFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTRICAL CODE 2016 NFPA 72, NATIONAL FIRE AL.ARM CODE 2016 NFPA 13. SPRINKLER CODE 201 J MSHTO L TS-6 STATE OF CALIFORNIA GENERAL ORDER NO. 128 CITY/ COUNTY ORDINANCES ANO CODES ACCESSIBILITY FACILITY IS UN-MANNED ANO NOT FOR HUMAN REOUIREMENTS:HABITATION. DISABLED ACCESS NOT REQUIRE[ IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITLE 24. PART 2. VOL. 1, CHAPTER 116. DIVISION 2. SECTION 11B·20J.5 . SANTA CLARA COUNTY STEEL LIGHT POLE s~~:r I SHEET TITLE REV. T-1 I TITLESHEET T-2 I SYMBOLS. ABBREVIATIONS T-3 I GENERAL NOTES C-1 I TOPOGRAPHIC SURVEY. EXISTING CONDITIONS A-1 I SITE PLAN. ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-2 .0 I ELEVATIONS A-2.1 I ELEVATIONS A-3 I DETAILS 8-1 I STRUCTURAL NOTES. DETAILS S-2 I DETAILS EP-1 I SINGLE LINE DIAGRAM. EQUIPMENT GROUNDING DIAGRAM EP-2 I UTILITY PLAN. CONDUIT SCHEDULE. CIRCUIT DIAGRAM EP-3 I DETAILS SP-1 I SPECIFICATIONS SP-2 I SPECIFICATIONS SP-3 I SPECIFICATIONS ~ei:•] I] :::i["ll{e],,,I :J• ,.!.., ~[~:::t'f.:::'\i;??-l 11:J ;1.3 ~ Iii I ~1·1 ;!~j~·:,': ']l't,:C;J;,,~,:·;o:7,-:-:;'> :-~·s~~:;;:~+,3"'• -=-JAMES VACCARO A R C H I T E C T, I N C. PACIHCA oCA o9•0 .. ,1 5 lo08 .lolOP>iONE O •15.9ol.u l l fA~ JlfO,.NAPCiillECI.COM WWW.JVARC ttnEcr.coM CLIENT @.) --------MODUS, INC. ~.ioSTCX::ICTONSTREET.JRDFLOOR SA N ~RANC!SCO, CA D•Hl& verizon"' VERIZON WIRELESS 278~MITCHELLORIVE.SUITES WALNUT CREEO(.CAIM~96 'q' .... 0 0:::""" Wo a. u :, [f) l) n.. ,u u. rn 0 f-oe:: z f-;;..,. ~ ~~o~ w=>~o~ ~O<(<(o ,mus;.,,. ~r:5o~~ ~~~u~ Ow c:::: :::::i o C::::o w m r-u ,(l_::::) :J~ 3~ m..,. z ::::) ~ CL a.. S: <( 0 ~ REV I DATE ISSUE 611412018 I 100% CONSTRUCTION 6/28/2018 1100~;~~,;T~~~~~~T~EV. l>iESEPLANSAAE NlSIRUMENISOFSERVICEANOARE FORIHECUENl'SUSESOlElVV>ITHRESPECITOl>ilS PROJECT THESEPI.ANSS""'llNOT8EAI.TEREO. UO OIFIEOOR REPRODUCED IN PART OR IN 'M<OI.E \"MHOUT PRIOR WAI HEN CONSENT 1H£SE Pl,t,.NS A.RE FORMATTE010BE FUll-SIZEAT ARCHO ~•"X36" COPVRIGHT:?tllEJAMESVACCAROA.RCHITEC!ltlC TITLE SHEET T-1 . ·t· @ I 0 (E) (N) . I % ' A B AC AC AIC ACI ACT ADA ADJ AOM!N AIE AFF AGL AHO AIA ALT ALUM AMP AMSL ANOO ANSI ANT APA APPROX ARCH ASCE AND ANGLE AT BY CENTERLINE DEGREE DIAMETER EQUAL EXISTING FEET INCH(ES) NEW NUMBER PER PERCENT PLATE PLUS/MIN US ANCHOR BOLT ALTERNATING CURRENT ASPHAL TIC CONCRETE AlR CONDITIONING AMERICAN CONCRETE INSTITUTE ACOUSTICAL CEILING TILE AMERICANS WITH O!SABILITIESACT ADJACENT ADMINISTRATION ARCHITECT/ ENGINEER ABOVE FINISHED FLOOR ABOVE GROUND LEVEL AUTHOR ITY HAVING JURISDICTION AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM AMPERE ABOVE MEAN SEA LEVEL ANODIZE AMERICAN NATIONAL STANDARDS INSTITUTE ANTENNA AMERICAN PL YWOOO ASSOCIATION APPROXIMATE ARCHITECT AMERICAN SOCIETY OF CIVIL ENGINEERS ASH RAE AMERICAN SOCIETY OF HEATING. REFRIGERATING ANO AIR CONDITIONING ENGIN EERS ASSN ASSY ASTM AUTO AVE AVG AWG /Cl BIB BAT BATT BC BC BD BORY BITUM 8KG BLOG BLK BLKG BLT BLVD BM BOT BRG BRKT BSMT BTWN BUR SW C CTOC CAB CBC CCD ccw CD ARCH1TECrs SUPPLEMENTAL INSTRUCTIONS ASSOCIATION ASSEMBLY AMERICAN SOCIETY FOR TESTING ANO MATERIALS AUTOMATIC AVENUE AVERAGE AMERICAN WIRE GAUGE AMERICAN WELDING SOCIETY AZIMUTH BACK TO BACK BATTEN BATTERY BETWEEN CENTERS BOLT CIRCLE BOARD BOUNDARY BITUMINOUS BACKING BUILDING BLOCK BLOCKING BUILT BOULEVARD BEAM BOTTOM BEARING BRACKET BASEMENT BETWEEN BUILT-UP ROOFING BOTH WAYS CHANNEL CENTER TO CENTER CAB!NET CALIFORNIA BUILDING CODE CONSTRUCTION CHANGE DIRECTIVE COUNTERCLOCKWISE CONSTRUCTION DOCUMENTS ABBREVIATIONS CD CONSTRUCTION EXP DRAWINGS CEC CALIFORNIA ELECTRICAL CODE CEM PLAS CEMENT PLASTER EXP EXT EXT F FAB FAR FDTN FE FF FF&E CERT CERTIFY CFC CALIFORNIA FIRE CODE CF/Cl CONTRACTOR FURNISHED/ CONTRACTOR CFM CHK CIR CJ CJ Cl CLASS CCG CLR CM co COi COAX CONC CONO CONN CONT COORO CCR COOR CPT cs, CSK CSMT CT CTG CTR CTRL cu CUYD cw CYL d D DBL DC DEF DEG DEMO DEPT oe, a, DIA OIAG OIFF o,M DISC DIST DIV DL OMARC DN DR DR OS OWG E EA EE EF EF "' EGR EJ El ELAST ELEC ELEM EMF ENGR EPA EPDM EO EQUIP EOUJV EW EXCL INSTALLED CONTRACTOR FURNISHED/ OWNER INSTALLED CUBIC FEET PER MINUTE CHECK CIRCLE CONSTRUCTION JOINT CONTROL JOINT CENTERLINE FH CLASSJFICA TION FO ~~~~G FD FIN FLASH FLEX FLR FLOUR FM CONSTRUCTION MANAGER FCC ~~~~ORNIA MECHANICAL ~~: ~~l~CRETE MASONRY ~~W FP FR COMPANY CERTIFICATE OF OCCUPANCY COAXIAL CABLE CONCRETE CONDITION CONNECT CONTINUOUS COORDINATE CHANGE ORDER REQUEST CORRIDOR CARPET CONSTRUCTION SPECIF!CATIONS INSTITUTE COUNTER SUNK CASEMENT CERAMIC TILE COATING CENTER CONTROL COPPER CUBIC YARD CLOCKWISE CYLINDER PENNY (NAIL) DEPTH DOUBLE DIRECT CURRENT DEFINITION DEGREE DEMOLITION (DEMOLISH) DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIFFERENCE DIMENSION DISCONNECT DISTANCE DIVISION DEAD LOAD DEMARCATION POINT DOWN DINING ROOM DOOR DOWNSPOUT DRAWING EAST EACH EACH END EACH FACE FR FRMG FRP FRWY " FT FT FT/ LB "G FURN FUT GA GA GAL GALV GB GC GEN GFCJ GLULAM GSB GSM GSM GUAR GYP GYP BO GYP HDG HOW HGR HLDN HM HOR!Z HS HT HYO IAQ IBC ICC ~;i:::~: ~:~::~ SYSTEM :~ EMERGENCY GENERATOR ID :;;::;~;Rcl~ESULATION :;s AND ILLUM FINISH SYSTEM IMED EXPANSION JOJNT IN ELEVATION ELASTOMER1C ELECTRIC ELEMENT ELECTROMAGNETIC FREQUENCY ENGINEER ENVIRONMENTAL PROTECTION AGENCY ETHYLENE POLYSTYRENE BOARD EQUAL EQUIPMENT ECUJVALENT EACH WAY EXCLUDE INCAND INCL lN FO INSUL INT IR ISO ISO J-BOX JST K K,P KIT KO EX.PANSION EXPOSED EXTER IOR EXTINGUISHER FAHRENHEIT FARICATE(O) FLOOR AREA RATIO FOUNOAT(ON FIRE EXTINGUISHER FINISH FACE FURNITURE. FIXTURE. AND EQUIPMENT FIRE HYDRANT FINISH FLASHING FLEXIBLE FLOOR FLUORESCENT FACTORY MUTUAL FIELD ORDER FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUD FACE OF WALL FIRE PROTECTION FIRE PROOF FIRE RATING FIRE RESISTANT FRAMING FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FREEWAY FEET FIRE TREATE D FOOT FOOT/ POUND FOOTING FURNISH FUTURE GAGE GYPSUM ASSOCIATION GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GLUED LAMINATED WOOD GYPSUM SHEATHING BOARD GALVANIZED SHEET METAL GLOBAL SYSTEM FOR MOBILE COMMUNICATION GUARANTEE GYPSUM GYPSUM BOARD GYPSUM PL.ASTER HOT DIPPED GALVANIZED HARDWARE HEXAGONAL HANGER HOLOOOWN HOLLOW MET AL HORIZONTAL HIGH STRENGTH HEIGHT HEATING. VENTILATING AND AIR CONDITIONING HIGHWAY HYDRANT INDOOR AIR QUALITY INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL IDENTIFICATION INSJDE DIAMETER INSIDE DIMENSION lNSIDEFACE lNSIOE FACE OF STUD ILLUMINATION IMMEDIATE INCHES INCANDESCENT INCLUDED INFORMATION INSULATION INTERIOR JNS!OE RADIUS INTERNATIONAL STANDARDS CODE ISOMETRIC JUNCTION BOX JOIST THOUSAND THOUSAND POUNDS KITCHEN KNOCKOUT l l LAD LAG LAM LAT LAV LB LBS CEO LF LH LHR LHS LIN LKNT LKWASH LL CCH CCV LN LNG ,oc LONG LT LTD lTE CTG LVD LVR MAINT MAN MATL MAX MB MC MDF MECH MED MEMB MFR MHZ MID MIN MIRR MISC MK Ml MLOG MCWX MN MOD MOD BIT MR MS MS6 MW M,G MTG MTL MULL MULT MUT MW N NA NC NEG NFPA NFRC NIC NO NOM NORM NRC NRCA NS NTP NTS 0 1 010 0 oc occ OD OF OF/Cl OF/01 OFS OPH OPNG ANGLE LENGTH LADDER LAG BOLT LAMIN ATE LATITUDE LAVATORY LAG BOLT POUND LIGHT EMITTING DIODE LINEAR FEET LEFT HAND LEFT HAND REVERSE LEFT HAND SIDE LINEAR LOCKNUT LOC KWASH ER LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LANE LIQUID NATURAL GAS LOCATION LONGITUDINAL LIGHT LIMITED LONG TERM EVOLUTION LIGHTING LOUVERED LOUVER MAINTENANCE MANUAL MATERIAL MAXIMUM MACHINE BOLT MC CHANNEL MEDIUM-DENSITY FIBREBOAR D MECHANICAL MEDIUM MEMBRANE MANUFACTURER MANUFACTURER"S RECOMMENDATION MEGAHERTZ MIDDLE MINIMUM MIRROR MISCELLANEOUS MARK METAL LATH MOLDING MILLWORK MAGNETIC NORTH MODIFY MODIFIED BITUMEN MOISTURE RESISTANT MACHINE SCREW MAIN SWITCHBOARD MOUNTED MEETING MOUNTING METAL MULLION MULTIPLE MUNTIN MICROWAVE NORTH NOT APPLICABLE NOISE CRITERIA NEGATIVE NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FENESTRATION RATING COUNCIL NOT IN CONTRACT NUMBER NOMINAL NORMAL NOISE REDUCTION COEFFICIENT NATIONAL ROOFING CONTRACTORS ASSOCIATION NO SCALE NOTICE TO PROCEED NOT TO SCALE OVER OUT TO OUT OXYGEN ON CENTER OCCUPY OUTSIDE DIAMETER OUTSIDE FACE OWNER FURNISHED/ CONTRACTOR INSTALLED OWNER FURNISHED/ OWNER INSTALLED OUTSIDE FACE OF STUDS OPPOSITE HAND OPENING OPP OPT OSHA PAR PAR PART PAT PB PB PED PEN PERF PERIM PERM PERP PH PKWY " " PLAS PLAS PLAT PCYWD PN PNL PO PPC PREFAB PRELIM PREP PREV PROJ PROP PSF PSI PT PT P, PV PVC PWR oc QTY DUAL R R RB RCP RD RD REBAR REC RECD RECPT RECT REF REINF REM REC RECD RESIL REV RF RF RFP RH RH RHR Rl ,RM RND RO ROW RR RRU RWD RWL s SCH SD SE SECT SEl SEP SF SHT SHTHG SIM SJ SK SKLT SLNT SLV SPEC SPKLR so OPPOSITE OPTIO,NAL SOFT SQUARE FOOT OCCUPATIONAL SAFETY SOIN SQUARE INCH ANO HEALTH ss STAINLESS STEEL ADMINISTRATION ST STAIRS PARALLEL ST STREET PARAPET STC SOUND TRANSMISSION PARTIAL CLASS PATTERN STD STANDARD PANIC SAR STL STEEL PULL BOX STIF STIFFENER PEDESTAL STOR STORAGE PENETRATE STR STRAIGHT PERFORATED STRUCT STRUCTURAL PERIMETER SUB SUBSTITUTE PERMANENT SUP SUPPLEMENTARY PERPENDICULAR SURR SURROUND PHASE SUSP SUSPEND PARKWAY SYM SYMBOL PLATE SYMM SYMMETRICAL PROPERTY LINE ' TREAD PLASTER T&B TOP AND BOTTOM PLASTIC T&G TONGUE AND GROOVE PLATFORM ,&M TlME AND MATERIALS PLY\NOOO TB THROUGH BOLT PART NUMBER TELCO TELECOMMUNICATIONS PANEL COMPANY PURCHASE ORDER TEMP TEMPORARY POWER PROTECTION THERM THERMAL CABINET THK THICKNESS PREFABRICATE(D) THRES THRESHOLD PRELIMINARY THRU THROUGH PREPARATION ,MA TOWER MOUNTED PREVIOUS AMPLIFIER PROJECT TN TRUE NORTH PROPERTY ,a TOP OF POUNDS PER SQUARE ,oc TOP OF CONCRETE FOOT TOF TOP OF FLOOR POUNDS PER SQUARE TOF TOP OF FOOTING INCH TOP TOP OF PARAPET PAINT TOPO TOPOGRAPHY POST TENSIONED TOS TOP OF SLAB PRESSURE TREATED TOW TOP OF WALL PHOTOVOLTAIC TRANS TRANSPARENT POLYVINYL CHLORIDE TRANS TRANSFORMER (PLASTIC) TS TUBE STEEL POWER TYP TYPICAL OUAUTY CONTROL u HEAT TRANSFER QUANTITY UG COEFFICIENT DUALITY UNDERGROUND RADIUS UL UNDERWRITERS THERMAL RESISTANCE UMTS LABORATORIES RUBBER BASE UNIVERSAL MOBILE REFLECTED CEILING PLAN TELECOMMUNICATIONS ROAD SYSTEM ROOF DRAIN UNO UNLESS NOTED OTHERWISE REINFORCING STEEL BARS RECESSED UON UNLESS OTHERWISE NOTED RECEIVED RECEPTACLE RECTANGLE REFERENCE REINFORCE REMOVABLE REOU!RE REQUIRED RESILIENT REVISION RADIO FREQUENCY RESILIE NT FLOORING REOUESTFOR INFORMATION REQUEST FOR PROPOSAL RIGHT HANO ROOF HATCH RIGHT HANO REVERSE ROOF LEADER ROOM ROUND ROUGH OPENING R1GHT OF WAY RAILROAD REMOTE RADIO UNIT REDWOOD RAIN WATER LEADER SOUTH SCHEDULE SMOKE DETECTOR STRUCTURAL ENGINEER SECTION SELECT SEPARATE SQUARE FOOT (FEED SHEET SHEATHING SIMI LAR SCORED JOINT SKETCH SKYLIGHT SEALANT SLEEVE SPEC IFICATION SPRINKLER SQUARE UTIL UTILITY UV ULTRAVIOLET V VOLT VAR VARIES VCT VINYL COMPOSITION TILE VENT VENTILATION VERT VERTICAL VIF VERIFY IN FJELD voe VOLATILE ORGANIC COMPOUND VOLT VOLTAGE w WEST w \MDE WI \MTH w,o VV!THOUT w,w WALL TO WALL WC WATER CLOSET WC WOOD WFBM WIDE FLANGE BEAM Wl VV!NO LOAD WM VV!RE MESH WO WORK ORDER WP WATERPROOFING WP WEATHERPROOF WPM WATERPROOF MEMBRANE WR WATER REPELLENT WR WATER RESISTANT WRB WATER RESISTIVE BARR IER WRM WATER RES(STANT MEMBRANE w;-WEIGHT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH WWR WELDED WIRE REINFORCEMENT X BRACE CROSS BRACE XFMR TRANSFORMER YD YARD 1 3 ROOM--ROOM NAME ~ROOM NUMBER ,L_COLUMN 8---oooRTAG 0----WINOOWTAG ~ SECTION REFERENCE SECTION NUMBER SHEET NUMBER &0-::~IS,oN NUMBER REVISION CLOUD : \ DETAIL NUMBER ,--.,.~DETAIL REFERENCE '--_, JI. SHEET NUMBER &=ELEVATION REFERENCE ELEVATION NUMBER SHEET NUMBER X ~ INTERIOR ELEVATION REFERENCE X SHEET NUMBER --@---wALL TAG ~EQUIPMENT TAG ~o--:~JATION -----0-~=~~RENCE MATCH LINE -MATCH -----LINE ~BREAK LINE ..--PIPE BREAK MARK -----<i_---CENTERLINE --PROPERTY/ LE ASE LINE GRAPHIC SYMBOLS 11 1 ffi~iw'i\r'dfi l EARTH ~ ~;~~~EgRAVEL j$r)f2:::-,-fi;'~;.">'.'('/:I SANO ,. ,i.. .. ; •• I CONCRETE 1-0 o O OO·I ~~~~~SE~E ~I BRICK (PLAN) l·:,.t:·tll!l,l ,JI BRICK (SECTION) -~ ;~~g~~~EUNIT (PLAN) I CONCRETE j j j j j .MASONRYUNIT (SECTION) 12() //<l :::;~~ED ln fJn)))));,ij PLYWOOD i:.tt :~:~',t l GLULAM W~@srm r---l STEEL L j STUD IWN#lll!M ~AS~LATION l#.:lffl:tj:§:j:@I ~~~DLATION (ii .. , ··--~---.,,-~--.·I ~N~~~:i~~y i .: ... I ~~~~~ARD ~ ~~~~,~~~~i1LUMBER t2~ t2 c;s c;:sl ~C:s~~~AND WIRE MESH ~ :s~~~~~~~~~) ~~~l~G MATERIALS SYMBOLS 12 ==--JAMES VACCARO -A R C H I T E C T, I N C. •IIOOtlDEEW/1,.Y.Utmc P/l,.ClflC/l,.oC/l,.l 9•0" <l ).608.J610PHDIIE <•\5.hl.u 1 IF/l,.l •lfO •JV/1,.~CHIIEC I.COM WWW.J'l/1,.RC HITECI.COM CLIENT @.) ---;;;;oous. "">N""c"".--- 240 STOCl("TON STREET. JRO FL OOR SAtlFRA,NCISCO.C,,.94108 verizon" VERIZON WIRELESS ~IU ... IT C t<ELLOIIIVE,:lUITE9 WALNUtCREEo<.CAll-0,liD CONSU[TANTS s:t ..... os::t a:: .,-w o a. u ::::, (J) uo.. ,o LL (/) 0 f-0 Cl'. z f-;; ... l'j ~~o~ W::, ~ OM ~0<(<(~ --,cc ·us;..,. ~;:so~~ S:~~u~ Owo::Jo O:o w mf- ~z §5ir [l)(l)U .. ::, " z a._§ ~ ~ ~ REV I DATE ISSUE 1 J 10/1J/2017 90% CONSTRUCTION 6/14/20 18 100% CONSTRUCTION 6121/2018 100% CONSTRUCTION REV. 6/28/2018 lOOP~~~~~T;~~~~~T~EV. TNE SEPLAIIS AREIIISTRU"'ENTSOFSERVICEANO•RE FOR !HECI.IENT"SUSESOLELY WIIHRESPECI IO!t<IS PROJECTTHESEPL.0,NSSHAI.L IIOIBEAl,.IERED. "'OCIFIEOORREPROOUCEOIIIPARIOR IN 'MiOLE Wl1 HOU1 PRIORV.Ril1ENC0 11SEIII IHESEP\.ANS ARE FOR ... AIIE0TOBEFULL.SIZEATAIICHO i 4•x:,e- COF'YRJGMl]016JAMESVACCAROAACHITECI INC siiffi""iine' SYMBOLS, ABBREVIATIONS T-2 Genera Notes GENERAL NOTES 1 CONTRACTOR SHALL VERIFY AND COORDI NATE ALL NEWAND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPAR ISON WITH DR AWINGS AND SPECIFICATIONS PRIOR TO BIDDING AND START OF CONSTRUCTION. IF ANY DISCREPANCIES. INCONSISTENCIES OR OMISSIONS ARE FOUND, THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED. IN V\IR ITING FOR CLARIFICA TION PRIOR TO PROCEEDING INITH V,.OORK. 2. 00 NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR ANO COORDINATED WITH ALL OF THE WORK OF All TRADES. IF D ISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGIN EER IN WRITING FOR CLARI FICATION BEFORE COMMENCEMENT OR RESUMPTION OF 3. ABBREVIATIONS THROUGHOUT THE PLAN S ARE ALL STAINS, PAINT SPOTS, OROPPINGS, ANO OTHER BLEMISHES. 15, TH E CONTRACTOR SHALL PROTECT ALL FINISH VVO R K AND SURFACES FROM DAMAGE D URING THE COURSE OF CONSTRUCTION AND SHALL REPLACE AND/ OR REPAIR ALL DAMAGED SURFACES CAUSED BY THE CONTR ACTOR OR SUBCONTRACTOR PERSONNEL TO THE SATISFACTION OF THE OWNER , 16. PRIOR TO INSPECTION OF THE EXISTING FACILITY. THE CONTRACTOR MUST RECENE PERMISS ION FOR SITE ACC ESS FROM THE OVIINER OR THE DESIGNATED RE PRESENTATIVE. 17, WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO M AKE CORRECTIONS ANDI OR CONNECTION , A MIN IMUM OF 48 HOURS ADVANC E NOTICE SHALL BE GIVEN TO THE OVVNER . INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION ANO SHALL BE APPROVED IN ADVANCE BY THE OWNER. 31. THE CONTRACTOR SHALL OBTAIN OSHA PERMITS FOR ANY VERTICAL EXCAVATION OVER 5·.o· DEEP INTO WHICH PERSONS MUST DESCEND. 32 . ALL DISSIMILAR METALLIC MATER IALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION, WHETHER DETAILED OR NOT. 33. All WOOD IN CONTACT WTH MASONRY OR CONCR ETE SHALL BE PRESSUR E TREATED WTH AN APPROVED PRESERVATIVE. Site Work Notes _ J ' •• _. ~ -,.._ --• • _._ :-<- SITE WORK NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES AND CONDUCT UNDERGROUND UTILITY LOCATING AND MAPPING PR IO R TO TH E START OF THOSE IN COMMON use. NOTIFY THE CONSTRUCTION. ARCHITECT/ ENGINEER OF ANY ABBR EVIATIONS HJ. All CONTRACTORS PERFORMING WORK ON THE IN QUESTION . SITE SHALL BE RESPONSIBLE FOR INITIATING, 2. ALL EXJS TING ACTIVE SEWER, WATER, GAS, 4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COM PL Y\foJI TH ALL LAWS, ORDINANCES, RU LES, REGULATI ONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE VVORK. 5. A LL 'NORK CAR RIED OUT SHALL COMPLY VVI TH All APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS ANO LOCAL JURISDICTIONAL CODES. ORDIN ANCES ANO APPLICA BLE COOE AND REGULATIONS. 6 . UNLESS NOTED OTHERWISE, THE ...-..ORK SHALL INCLUDE FURNISHIN G MATERIALS, EQUIPMENT, APPURTENANCES. ANO LABOR N ECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND M ATERIALS IN ACCOR DANCE 'MTH MANUFACTURER'S RECOMMENDATIO NS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQU IPMENT CANNOT BE INSTALLED AS SHOWN ON THESE ORAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE IN STALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER. 9 . LEGAL EXITS SHALL NOT BE BLOC KEO AT A NYTIME. 10. TEM PORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY LOCAL CODES. 11. THE ARCHITECT/ ENGINEER SHAlL BE CONSULTED IN ANY/ Al l CASES WHERE CUTIING INTO AN E.X.ISTI NG STRUCTURAL PORTION O F ANY STRUCTURE IS NECESSARY. PRIOR TO PROCEEDING WITH WORK. 12. CONTRACTOR SHAlL VERIFY ACTUAL ROUTING OF CONDUIT. POWER ANO FIBER CABLES. GROUND CABLES AS SHOWN. CONTRACTOR SHALL SHALL ADO NEW CONDUIT AS NECESSARY. CONTRACTOR SHALL CONFIRM TH E ACTUAL ROUTING WITH THE CONSTRUCTION M AN AGER . 13. TH E CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS. LANDSCAPING AND STRUCTU RES, ANY DAMAGED PART SHALL BE REPAIR ED AT CONTRACTOR'S EXPENSE TO THE SATI SFACTION OF THE OWNER. 14 . CLEAN UP AND DI SPOSAL·REMOVE DEBRIS, RUBBISH ANO WASTE M ATER IAL FROM THE 0\1\/N ER'S PROPERTY TO A LAWFUL/ LEGAL DISPOSAL AREA AND PAY ALL HAULING ANO DUMPING COSTS, CONFORM TO PERTAINING FEDERAL, STATE AND LOCAL LA""'5. REGULATIONS AND ORDERS UPON COMPLETI ON OF VVORK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN AND FREE FROM D EBRIS. CLEAN MAINTAINING AND SUPERVIS!NG A REASON ABLE ELECTRIC . AND OTHER UTILITIES WHERE AND PRUDENT SAFETY PROGRAM INCLUDING BUT NOT LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MAY ENDANGER THE PUBLIC OR WORKERS. 19. THE CONTRACTOR SH ALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BE LOW GRADE AND RELATED SERVICE CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES. THE CONTRACTOR SHALL COOROINATE THE REMOVAL, ABANDONMENT. ANDI OR RELOCATION OF EXISTING UTILITIES A BOV E OR BELOWGRAOE VIIITH THE RESPECTIVE UTILITY COMPANIES. 21 . THE CONTRACTOR SHALL PERFORM ALL 'NORK WITHIN PUBLIC RIGHTS-OF·WAY ACCORDING TO LOCAL JURISDICTIONAL STANDARDS ANO SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES. 22 . ALL CONCRETE REPAIR \NORK SH ALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACIJ 301. 23. ALL STRUCTURAL STEEL WOR K SHALL BE DONE IN ACCORDANCE \/\11TH AISC SPECIFICATIONS. 24. THE EXISTING SITE IS IN FULL OPERATION. ANY CONSTRUCTION ...-..ORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTIN G NORM AL OPERATION. ANY WORK M UST BE COORDINATED WITH THE 0\1\/N ER . ALSO. VVORK SHOULD BE SCHEDULED FOR AN APPROPRIATE WINDOW TO MIN IMIZE D ISTU RBANCE . 25. THE ARCHITECT/ ENGINEER SHAll BE NOTIFIED IN WRITING OF ANY SUBSTITUTIONS. INCLUDING CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT AND D ET AI LS OF CONSTRUCTIONS FROM TH OSE SHOWN. THE SUBSTITUTIONS PROC EDURES PER SPECIFICATIONS SECTION 0 1 25 00 SHALL BE FOLLOVVED , THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PERFORMANCE AND ASSOCIATED COSTS FOR ANY SUBSTITUTION NOT APPROVED IN WRITING BY THE ARCHITECT/ ENGINEER PER SPECIFICATIONS SECTION 0 1 25 00. 26. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2·A OR 2·A110.BC WITHIN 75 FEET TRAVEL DI STANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTI O N 27. CONTRACTOR SHALL USE BE ST M ANAGEMENT PRACTICES TO PREVENT STOR M WATER POLLUTION DUR ING CONSTRUCTION . 28. SHOP DRAWINGS SHALL BE SUBMITIED FOR All EQUIPMENT AND M ATERIALS WH ICH MUST INTERFACE ANO COORDINATE WITH OTHERS, WH ETH ER DETAILED OR NOT. ENCOUNTERED IN THE \NORK, SHALL BE PROTECTED AT All TIMES, ANO INHERE REQUIRED FOR THE PROPER EXECUTION OF THE 'NORK, SHALL BE RELOCATED AS DIRECTED BY CONSTRUCTION M ANAGER ONLY UPON APPROVAL OF SPECIFIC UTI LITY OWNER . EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN E.X.CAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. J. All SITE WORK SH ALL BE AS INDICATED ON THE ORAVIIINGS ANO PROJECT SPECIFICATIONS. 4. IF NECESSARY. RUBBISH, STUMPS, DEBRIS, STICKS. STONES AND OTHER REFUSE SHAlL BE. REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER. WATER. GAS. ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE 'MTH THE EXECUTION OF THE WORK, SHALL BE REMOVED ANDJDR CAPPED. PLUGGEO OR OTH ERVVISE DISCONTINUED AT POINTS INH ICH 'Mll NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR , OWNER AND/OR LOC AL UTILITIES 6. CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATI ON OF EXISTING UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATION. 7. CONTRACTOR SHALL CEASE EXCAVATING IF UNIDENTIFIED UTILITIES AR E ENCOUNTERED. 8. CONTRACTOR SHAlL IMMEDIATELY NOTIFY THE UTILITY OWt~ER OF EXCAVATION DAMAGE AND TAKE STEPS TO MITIGATE DAMAGE ANDI OR ASSIST WITH REPAIR. 9. CONTRACTOR SH AlL PROVIDE ADEQUATE SHOR ING, BACKFILL AN D OTHER PHYSICAL SUPPORT TO PROTECT UNDERGROUND UTILITIES. 10. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 11 . THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCOR DANCE VVITH VERIZON WIRELESS ANO AUTHORITY HAVE JURISDICTION SPECIFICATIONS FOR SITE SlGNAGE. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTIN G SITE DURING CONSTRUCTION . EROSION CONTROL MEASURES. JF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH 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 PS I AT 28 DAYS, UNLESS OTHERWISE NOTED (DESIGN BASIS 2.SOO PSl·NO SPECIAL INSPECTION REQUIRED). CEMENT TO BE TYPE II FROM TESTED STOCK PER ASTM C·lSO. 2. CONCRETE FORM TOLERANCES SHALL BE IIVITHIN THE STAN OAR OS SET BY THE AMERICAN CONCRETE INSTITUTE. J. ALL RE INFORCING STEEL. ANCHOR SOL TS. DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION ANO INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY ~~~~;~~cA~~:~~,.;~:~;,~16i~~~~:~cAl ORAWINGS FOR LOCATIONS. ·1,Welding Notes , . . :::.'® ... oi;~'-t~ ... ~'?.:-1 ·7":t:__";~~tr-=t~~ ·.:. - WELDING NOTES 1. T HE QUALITY OF MATERIALS AND TH E FABR ICATION OF All WELDED CONNECTIONS SHALL BE IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY'S STRUCTURAL ~LD1NG CODE. AWS 01 .1 LATEST EDITION. 2. SPECIAL INSPECTION OF WELDING PER SECTION 1704 IS REQUIRED. A OUALJFIEO ANO CERTIFIED INSPECTOR SHALL BE PRESENT OUR ING SHOP ANO FIELD WELDING OPERATIONS UNLESS OTHERWISE NOTED ANO SHALL INSPECT All THE 'NORK AS REQUIRED BY AWS 01 .1. SECTI ON '· 3, SP!:ClAL INSPECTION NEED NOT BE CONTINUOUS FOR THE FOLLOWU,G ITEMS. PROVIDED THE MATERIAL. QUALIFICATIONS O F WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO TH E START OF WORK; PERIODIC INSPECTIONS MAY BE MADE OF \NORK IN PROGESS AND A VISUAL INSPECTION OF ALL WELDS IS STILL REQUIRED. 5. FORM EXPOSED CORNERS OF COLUMNS, BEAM S, l . SINGLE•PASS FILLET WELDS NOT EXCEEDING l. LUMINAIRES . JUNCTI O N BOXES, 1·112" RIG!D METAL CONDUIT, 1·112" PVC CONDUIT, A ND POLES SHALL COMPLY 'MTH SECTION 86 OF THE CAL TRANS STANDARD SPECIFICATI ON S AND CITY OF CUPERTINO STANDARD DETAILS. 2. LUMIN AIR ES M AY BE CUT OFF. TYPE M•II OR M-111 l.E.S. LIGHT DISTRIBUTION, UNLE SS OTHER'MSE NOTED. AT CUL·DE·SACS use TYPE M•IU OR BEITER. UNLESS OTHERWISE NOTED. J, THE SERVICE SUPPLYING ELECTROLIER CIRCUIT SHALL BE FUSED ANO GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AT THE FIRST JUNCTION BOX. AN ADDITIONAL FUSE IS REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR . CONDUCTORS SHALL BE ,a THW UNLESS OTHERVVISE NOTED AN DALL SER VICE SHALL BE 120VOL T, PHOTO ELECTRIC UNIT CONTROL IS TO 6E LOCATED AT THE LUMINAIRE UNLESS OTHERWIS E NOTED . =-J!'MES VACCARO A R C H I T E C T, I N C. •II D0t1DEEWAY,!Jt<"C PACIACA 1C A 1t ,o .. •IJ.60~.lolOPHOllf l •I J ,to ,,,l lfA- ••fO,.JVANCiillECl.COM WWW.JVANC HIIECl,COM tffENT @) ---M-o-Dus.-1N_c ____ _ 200STOCK'TONS111EET,l ll0Fl 00!I: St.N FRANCISCO, CA 9~1 0. verizon" VER IZON WIR ELE SS 21H MITl;t<flLDAtvll,SU1ll!!I WAlHUTC:A££o<,C:AIM:<H CON SULTANTS WALLS, ETC , 'MTH 314 INCH CHAMFERS UNLESS 5/16 INCH . 4. THE CONTRACTOR SHALL OBTAIN A SERVICE DETAILED OTHERWISE. POINT CONFIRM ATI ON AND A CLEAR ANCE FROM 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHER'MSE. REINFORC ING 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 LI KELY TO IMPAIR BONDING. 3. All REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLAC ING CONCRETE OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWEO BY THE STR UCT URAL ENGINEER. Steel otes . ' STEEL NOTES 1. A LL STRUCTURAL ANO MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A·36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST ADDITION. 2. BOLTS SHALL CONFORM TO ASTM A307. UNLESS NOTED OTHERWISE. 3. PIPE STEEL SHALL CONFORM TO ASTM A·53, GRADEB. 4. PLATES SHALL CONFORM TO ASTM A·J6. 5. ALL STEEL PERMANENTLY EXPOSED TO WEATHER. (INCLUDING NUTS. BOLTS, WASHERS) SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION . 6 . INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER M ANUFACTURER'S WRITIEN RECOMMENDED PROCEDURE. THE SOLT. DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS, NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DR ILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS. REOUIREO BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. 4. INSPECTORS SHALL POSSESS AND BE FAMILIAR THE CITY OF CUPERTINO PUBLIC WORKS IIVITH THE APPROVED WELDING PROCEDURE SPEC IFICATIONS jWPSJ 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS USING PRE·OUALIFIED WELO!NG PROCEOURES. 6. THE IN SPECTOR SHALL CONFIRM THE QUALIFICATION OF WELDERS, THE USE OF AWS OUALIFJEO PROCEDURES, THE MANUFACTURER'S RECOMMENDED USE OF AUTOMATIC EQUIPMENT AND THE PROPER USE OF PREHEAT, IF REOUIRED. . _ ainting otes ·:: -,~-~-~ . -- P AINTING NOTES 1. EXTRA MATERIALS: DELIVER TO OWNER I QUART OF EACH COLOR AND TYPE OF FINISH COAT PAINT USEO ON PROJECT, IN CONTAINERS, PROPERLY LABELED AND SEALED. 2. MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHERWISE. 3, MATERIAL COMPATIBI LITY: PROVIDE MATERIALS T HAT AR E COMPATIBLE WITH ONE ANOTHER ANO VVITH SUBSTRATES. 4. FOR EACH COAT IN A PAINT SYSTEM, PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR use IN PAINT SYSTEM AND ON SUBSTRATE INDICATED. 5. REMOVE HARO\NARE. AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED. MASK ITEMS THAT CANNOT BE RE MOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE. 6. CLEAN AND PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA. SCHEDULE PAINTING SO CLEAN ING OPER ATIONS VVIL L NOT DAMAGE N EWLY PAINTED SURFACES. 7, APPLY PAINTS ACCORDING TO M ANUFACTURER'S WRITIE N INSTRUCTION S. 8 . A PPLY PAINTS TO PROOUCE SURFACE FILMS \/\11THOUT CLOUDINESS. SPOTitNG, HOLIDAYS, LAPS. BRUSH MARKS, ROLLER TR ACKING, RUNS, SAGS. ROPINESS. OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES ANO COLOR BREAKS. 9 . IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH TOPCOAT, APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH. COLOR, AND APPEARANCE. 10. SEE SPECIFICATIONS SECTION 09 90 00 FOR PAI NTING AND COATING SPECIFICATIONS. DEPARTMENT PRIOR TO INSTALLING ANY FOU NDATIONS, POLES, CIRCUITS ANO CONDUCTORS. UNDERGROUND SERVICE ALERT SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTILIT!ES. 5, PRIOR TO Pl.ACING ANY \NORK OTH ER THAN CURB AND GUTIER, THE CONTRACTOR SHALL SUPPLY THE CITY OF CUPERTINO PUBLIC VVORKS DEPARTMENT VVITH A PACIFIC GAS ANO ELECTRIC COMPANY ELECTRICAL POWER DESIGN WTH ELECTRICAL SER\/lCE POINTS ANO POLE NUMBERS. 6. A CITY OF CUPERTINO PUBLIC ...-..O A KS DEPARTM ENT CONNECTION ORDER IS REQUIRE TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO INSPECTION FOR SUBMITIAL TO PACIFIC GAS ANO ELECTRIC). 7. CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNOATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING AND ELECTRICAL INSPECTIONS. B. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL, MANUFACTURER'S SUBM ITIALS FOR All NEW LUMINAIRES. 9 . ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. """ .... 0 a: ",f' w ;s a. u ::::, (J) u a.. 1U u. (/) 0 f-o a:: z f-~ ... ~ ~~o~ U=>~o~ <l'.0<1'.<l'.o -,CDU3:..J. ~r5a~~ S:~~u~ ~~ffi ~g u ·O..::J :J ~a~ CD"' z ::J~ 0.. 0.. 0 <I'. 10. 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PROPERTY INFORMATION CP ....cu'B!Ol4 51TE, ~CP~S=C0=1~•--------- 1014S NORrn OE ANZA BOULEVARD CUPfRT1NO CA 95014 BASIS OF BEAAING BEARINGS SHOl'IEO HEREc»t AA( BASED Uf>OH U.S. STATE PLANE NADaJ COOROINAlE S'rSTEM srMEPU.NECOOROWAfEZONE:t OE1£RMJN[D BT CPS 08SCRVAT10NS. BENCtt,4AAK a.EW,TION ~T"8USH£I> FROM OPS DERIVED ORlHOUElR!C HEIGHTS, APPLYI NG GEOID l"I SEPARATIONS, CONS1RAJNINC TO HCS CONTROL STATION 'LUTZ' El.£VATION•450.0' (NAVD88) SURVEY DATE 9/8/18 SUAVEYOA'B NOTES AU. EASEMENTS CON TA!NED IN SAID TITI.£ REPORT AF'FECTINC THE IM ME01Al[ AREA SIJRROONOINI. lHE LEASE HA'<'( BEEN PLOTTED. SURVEYOR 1-lAS NOT PERFORMED A SEAROi Of PUil.JC RECORDS TO IJO'ERMINE A.Nl' DEFECT IN TITI.E ISSUED. 1),£ BOUNDARY SHO\IIN HEREON IS PLOTlED FROM RECORD INFORMATION ANO OOES NOT CONSl1T\JTE A BOUNOAR't' ~~ Of lHE PROPERTY. lm UTY NOJES SIJR'IE'l'tlR DOES NOT OJARA.Nl'EI: l)U,T ALL UTILITIES l<R£. SHO'IIH OR lMElR LOCATIONS. IT IS 'IWE RESPONSIBILITY Of THE CCWTRACTIJR AHO DE'.O.OPER TO CONTACT U.S.A. AHO AHY O'IWER INYCJ...U, AGENCIES TO LOCAlt ALL UTILITIES PRIOR TO COHSnrucllON. REMOVAL. REl.OCATION AHO/ OR AE?LACEMENT lS ~ONSIBIUTY Of 'IWE CON'IRACTOR. :., f • CEOOETICCOCRJINA'Tts #SP0Tn£VAT1c»I ~ DISH AHTD.iA 1)(1 ~~~~VALVE ~ 11JTCONIDUC1'Cft e flMC) ASNOlID "" ...... ,.,., I) UQiT PU.! D nLC1!11CALTRAH5FORWER ';l ~~~' ~ lD..EPHOHEVAIA.T TUD'HOHl.:IIANHOI.L ~\/Al.VE o a,CASWETDI ====~~a: i ~ ~~ ~h w 1-1--1-11-++-1--t-t-t-n ~ ~~ ~~ • V\ .-r rt; ~ \..U 1-t§~g ~ J.l: ~f5.i ~ '}"1 1!;;; ~ .j<t. ~2! 'c: 0 N ·-1... ~ ., ~ '"~ ~~g j~~ i~~~ ~~ S! ~ i~t~ .,, ...J ---oc -1" LI. ir"I ~::it5? ;:! z < -~ ~ -~ C C1!1 ~~:~~ B~~~~ IUZoE- 0.. "'"' '-' ~ .. § 8 ""' /j <Ji Ll /j ~ ~! ,,) L) '···, "<J ,.~\)\'<'· /j j;f:; ··, Li 7 t " ~ ~ j ~ U: ~o: gi3 is /" @-~~AN HOLE. (N) N-16 STREET LIGHT VAULT/~ VER!ZON POWER POC/FIBER ~ O DEMARC LOCATION 0::: '+-----(N) STEEL STREET LIGHT POLE & CONCRETE FOUNDATION BY VALMONT. INC . < > w -' ::, 0 "' < N z < w " :c >- 0: 0 z Wo:< ii '<o o ' €. ENLARGED ANTENNA LAYOUT SCALE: 112"=1'.()" 2· ,. j ~ ~ ~ ! 'il ~ ;;: !; Ll Ll' " 0: < E\_ ~ > (N)N·16STREET~W LIGHT VAULT/ EP-3EP-2S-2 .J VERIZON POWC :, . A POC/ FIBER DEMARC Q LOCATION <:J SIGN, TYP. i ]' I RELOCATED . )6 1 IN) CONCRETE SLABW F ', i ... ·:.._ __ ·,·I) ' ~... \:!::) ===f===11~1 I I ~ciL~Ti~~~T~REgEuGHT FOUNDATION BY VALMONT INDUSTRIES. INC. ·:.. •. ) ;.1 f / .,, / ~~ ;~~E6vsET;~~TM~G4HT POLE Ll REMOVE (E) POLE CONCRETE r--i--~11 · __ I , , 1 rr2~~~~biNWIRELESS • N I J ~~ 1 .,w Cl ~ E ~Ll ~ 3•_jo- ~ ~ U 0 @ ~ RRUS UNIT, TYP. OF (2) TOTAL ~ ~ cc < N z < w " :c >- 0: 0 z ENLARGED EQUIPMENT LAYOUT 2' 2 3 ALVES DRIVE (E) CONCRETE CURB & GUTTER ~~·:~.-·~~~·~l~~~:!~i;. NOTES: 1. EXISTING UNDERGROUND SUBSURFACE UTILITIES SHOWN ARE APPROXIM ATE ONLY AND SOLELY BASED ON CLIENT PROVIDED INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACCURATE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EX ISTING SUBSURFACE UTILITIES ARE SHOWN. 2. SEE SITE WORK NOTES ON SHEET T-3. ·~v, (E)STREET ~-LIGHT VAU LT-@- \/::::i\/\/\_)/\:/ ·,: :'·:·· .... · ... ~·-·. ·.•:• SITE PLAN APN 326~043 A D ' ~ %1\ ~:~;~ibM:::~THEEi~CATION LIGHTING CONDUIT/ CONDUCTORS I I I I I (,\r,\ ~ ~ }, (N) VERIZON W IRELESS EQUIPMENT/ AN TE NNA LO CAT ION AT •• / REPLACEMENT STEEL / , STREET LIGHT POLE (rJ·.,.._., !------------------------BADGE #540 1 ·--· ;{ ··--- .,. C APPROXIMATE__.I )' ' a: 0::: LOCATION OF (E) ~ w <( UG W ATER LINE l.., - j ~ > "'-~ • ...5 1&2 W A 20 ::, 0 "' < N z < w " :c l- o: 0 z SCALE: ~ 8' < &Jv \_ ~ y/ J v (y.,.__ '-, '> z; 7_ ~r~ ,.. =-JAMES VACCARO A R C H I T E C T, I N C. •1100t10E£WAY.Urmc PAClflCA ,CA •9•0" <l~.6'lB .lO IOPHOllE t <159&3 <HI fAX l ll'O•Jl'ARCHIICCl.COM WWW .NARC><IIECI.COM @) ----------MODUS, INC. 2~0 STOCICTON STREET. JRD flOOR SArl FRAl!CISCO. CA ~~11)11 verizon" VERIZON WIRELESS ;1!:,.~~i;~~~~~1~~ ;.u~;; e CONSULT ANTS RE V '<:I' .,... 0 c:::""' w ;; C. u ::, (/) u 0. 1U L1. (/) 0 f- Q Cl'.'. z r-;;..,.~ f-w~,o: Z -..JO -:i ~:::J~O;f ,o:0,o:<l'.o -:i en u ~ ..J. ~Uio~;z S:~~u~ ~~ ffi ~~ U · CL :::J :J ~a~ ~ :=: ~ (L D <{ 1 10/1 312017 90% CONSTRUCTION 6/1412018 100% CONSTRUCTION 6121 12018 j100% CONSTRUCTION REV. 612812018 11oo~;~~iT~~~~~:T~EV. lHESEPL.ANSAAEINSIRUMEIIISOFSERV!Cl:AND"'RE fORIHEC:l.lENl'SUSESDLElY\MIHRESPECTIDlHIS PROJECIIHESEPI..ANSStl,li.LUDTIIEAI.IEREO M01)F1ED011 REPRODUCED Jrl PART OR lrl ,1,"HO!.E WIHQUTPR,ORWfll!!EN CONs.ENl !HESEl'L.Ar<SAAE FORM,.IIEDIOBEFUU-StZE AIAACHOZ•·lll6" COPYRIGH!2016.JAMESVllCCJI.ROAAC:HllfC:l .lNC IEE1111LE SITE PLAN, ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 tfiffij (N) VERIZON WIRELESS CYLINDRICAL ANTENNA (CONCEALED IMTHIN SHROUD) ~{N) FRP CONCEALMENT ~SHROUD (fiffi}{N) VERIZON WIRELESS TWIN DIPLEXERS (CONCEALED WITHIN SHROUD) TOP OF (N) CONCEALM ENT SHROUD :t35"-7"A.G.L. RAD CENTE R OF (N) VERIZON W1 RELES§__9'.~l~~)C~;:_~!!~G~t. $ TOP OF (N!i2~-~!~~~~C. $ ~(N)VIIIRELESSMETER~ TOPOF(N)LIGHTPOLE ~ (CONCEALED WITHIN SHROUD) :tJ0"-2" A.G.L. ~{N) SHEET METAL· \.!:!)SKIRT @ (N) V E HL20N Wl/tELE$S CAUTION SIGNAGE/ DECAL (FAC!NG STREET SIDE) ~6~~~ ~-L~~~B:~~~R--------tt RELOCATED MOUNTIN~l~~~;.6~~ $ FLEX" BY BANNER WORKS OF FLOR IDA (600-438-0351) OR APPROVED EOUAL (N) WIND SPILLING BANN ER MOUNT. TYP. OF "BANNER FLEX" BY BANNER WORKS Of f l0RIDA(BCl0-438·0JS1 ) OR APPROVED EOUAL (i;ff;J (N ) VERIZON WIRELESS RRUS UNIT. TYP. OF (2) TOT AL :l:fs;;j·-A-;-GT. TOP Of~ RRUS UNIT 1J'.J"A.G.L. RELOCATED "CITY TOP OF RELOCATED SIGN @HALL"SIGN :1:13'-0"A.G.l. RELOCATED -----+-1~ "'WRONG WAY' SIGN BOTTOM OF RE LOCATED SIGN ~{N)VERIZONWIRELESS :tl l "•S"A.G.L.$ ~CABLE SHROUD, TYP. BOTIOM OF i!'i..l RRUS UNIT ~(NJ VERIZON WIRELESS LOA ~CENTER/DISCONNECT ""' TOP OF (N) LOAD CENTER/ DIS~O~NECT $ '-1------10 ·0 A.G.L. (N)STEE1:----------- LIGHT POLE (N) CONCRETE ----+-- FOUNDATION (BY VALMONT INDUSTRIES. INC .) PROPOSED SOUTH ELEVATION BOTTOM OF {N) LOAD CENTER/ DISCONNECT 9"·0"A.G.L. o·-o· NOTES: 1. REPLACEMENT STEEL LIGHT PO LE SHALL BE 7 GA. MODIFIED TYPE 15 POLE BY VALMONT INDUSTR!ES . INC. WITH SINGLE ARM ASSEMBLY (AR M LENGTH TO MATCH EXISTING). 2. EXISTING POLE MOUNTED SIGNAGE SHALL BE RE LOCATE D TO NEW POLE. 3. REPLACEMENT MAST ARM AND LUM INA!RE SHALL BE ORIENTED PERPENDICULAR TO CENTERLINE OF EXISTING ROADWAY. 4. DEMO EXISTING EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING POLE FOUNDATION AND PLACEMENT OF NEW FOUNDATION . REPLACE EXISTIN G SIDEWALK IN KIND. {E) LUM INAIREc--------; (E) 6' STEEL------...... MAST ARM (E) BANNER MOUNTING Ml BRACKET TO BE REMOVED. PROVIDE WINO SPILLING BANNER MOUNT. TYP. OF "BANNER FLEX" BY BANNER \NORKS OF FLORIDA (800-436-0JSl)OR APPROVED EQUAL ON REPLACEMENT POL E {E) BANNER MOUNTING BRACKET TO BE REMOVED PROVIDE WJNO SPILLING BANNER MOUNT . TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA (800-438•0351)0R APPROVED EQUAL ON REPLACEMENT POLE (E) "CITY HALL" SIGN TO BE RELOCATED TO REPLACEMENT POLE / TOP OF {Eli~.~!~c'.,~~ $ TOP OF {E) LIGHT POLE .t31 "-10"A.G.L. BOTIOM ~:..1~)A~b~~ $ TOP ~:~~)A~~~~-$ (E)"WRONGWAY"SIGNTO ~ BE RELOCATED TO BOTIOM OF (E) SIGN $ REPLACEMENT POLE ±7'·6" A.G.L. (El STEEL LIGHT------f POLE& FOUNDATION TO BE REMOVED& REPLACED {E)ENTRY-----~ PORT 21 EXISTING SOUTH ELEVATION E)GRADE SCALE: -=-JAMES VACCARO A R C H I T E C T, I N C. ,1 1 0011oeew .. v.u,mc P .. c 1Ac .. ,c .. ,9,cu <I ~.OC~.J670 P>-IO IIE, <l~.hl ... l\ F.._~ I JfO ... JY .. RCH llECT.COM www.N .. iCt1IJE C!.COM CLIENT @) ---M~O~ous .-,N-C~.--- HO SlOCKTOH SIREE"l. J RO FLOOR SAtlFRAHCISCO,CA9{10,!, verizon" RE V VERIZON WIRELE SS n~ .. ~!I~:~;~~:~; ~~J!' 9 -.:t" ..... 0 0::: ~ w ..... Q. 8 ::::, CJ) (.) a.. Io L1. en 0 f- Q Ct'. z 1-:;;-v~ ~~o~ ~~~o;; <(O<(«o -, mu;;: ..J. ~;:so§!;z ~~~o~ Ow a::: :Jo Ct'.OW<Ilf- U ·O..::l ~~a~ ::,...-z a.. 0 ~ 0 . . DATE I ISSUE 6128120,a 11oo~;~~ir~~~~~:T~ev. !t1ESEPLNISAAEl>1S IRU ... EH1SOFSER\/ICEU;O.._RE FORIHECI.IEHrSuSESOLELY'MIHRESPECIIOIHIS FROJECIIHESEFl.AHSSHALL>lOl0EA.LIEREO ,..00,FIEOOR REP "OOUCEO l>IPARIORl>l'M-IO!.E '"'IHOUI PRIOR m1nrn CO>ISE>I T Tt1ESE Pl.A>IS '-RE FORM.O,rl EO TO BEFULL.SllEATAflCH 0:••1.J6• COl'YRIGHf:'0 16.JAMESY'-CCAAOARCHIIECl,IHC ELEVATIONS A-2.0 ~ TOP OF (N) CONCEALMENT SHROUD ::~~:~~~~ OF (N) VERIZON n--~~:~~;ONCEALM ENTj lfl \l\/l~E~ESS CYLINDRICAL ANTENNA :1:34 -J A.G.L. lfl !~:-~~~~~L~UMINAIRE :1:J0'-2"A.G.L. (N) VERIZON WIRELESS TWIN DIPLEXERS (CONCEALEDtlifJi)7 WITHIN SHROUD) A-J A·J (N) \I\/IRELESS METER ~V.,THINSHROUOJ ~ (N) SHEET METAL/7\ SKIRT ~ (N)VERIZONWIRELESS @ CAUTION SIGNAGE/ DECAL A-J (FACING STREET SIDE) ~ ::,~~~~:i~. MOUNTI NG BRACKET I" ~b~~~ ~.l~~9BA~~~~R lfl RE~O:ATEO MOUNTING BRACKET :t:15-3 A.G.l. ~ TOP OF fN) Rl!!,l~_!,1~1T/TOP OF RELOCATl;Q_ SIGN IJ-J A.G.L. ~ ~~-~~~: CNl RRUS _(.!_NI T FLEX" av SANNER WORKS OF FLOR IDA {800-436-0351) OR APPROVED EOUAL N) WNO SPILLING BANNER MOUNT. TYP. OF "SANNER FLEX" SY BANNER INORKS OF FLORIDA (800-438-0351 ) OR APPROVED EOUAL NJ VERIZON @Ji)' WIRELESS RRUS UNIT A-3 5 _1 (BEHIND SIGN) RELOCATED "CITY~ HALL" SIGN \.t!) TOPI BOTTOM OF RE LOCATED SIGN(S) '----I (N) VERIZON WIRELE SS~ 11'·1"A.G.L. CABLE SHROUD ~ (BEHIND SIGN) TOP OF (N) LOAD CENTER/ DISCONNECT / ~l~~OLC~T:.Ds~~~ PARKIN G ~ 10·-o· A.G.L. (N) VERIZON WIRELESS LOAD CENTER/ DISCONNECT BOTTOM OF N LOAD CENTER/ DISCONNECT (OPPOSITE SIDE OF POLE) 9'-0-A.G.l. ~ §.l_g_RAOE 0-0- PROPOSED NORTH ELEVATION ~ I {NJ STEEL LIGHT POLE m!S"C"A~I NG ib) CONEAb lb §lbbWALk ---+--(N) CONCR ETE FOUNDATION (BY VALMONT INDUSTR IES.INC.) SCALE: j (E) LUMINAIRE ~ TOPOF(Ej LUMINAIRE . ~(E) 6' STEEL :!:33'•2" A.G.L. •• --.. / MAST ARM TOP OF (El LIGHT POLE :!:31'-IO"A.G.L. fit (E) BANNER MOUNTING BRACKET TO SE REMOVED. PROVIDE IMNO SPILL ING BANNER MOUNT, TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA (800-438-0351) OR APPROVED EOUAL ON REPLACEMENT POLE (E) BANNER MOUNTING BRACKET TO BE REMOVED. PROVIDE WINO SPILLING BANNER MOUNT. TYP. OF "BAN NER FLEX" BY BANNER VIK>RKS OF FLORIDA (&00-438-0351) OR APPROVED EQUAL ON REPLACEMENT POLE -~ ~TOPOF {E)SIGN --:!:1 1'-6"A.G.L. I . CE) "CITY HALL" SIGN TO : • '. BE RELOCATED TO BOTTOM OF (E) SIGN '\. ~ REPLACEMENT POLE 0 :!:9"-4"A.G.L. ~ TOP OF (E\ SIGN -0 :t9'-0"A.G.L. ~ B,£lT'!"C?M OF (E) SIGN :1:~A.Ci.L. 21 EXISTING NORTH ELEVATION ~~ l=J ~~ ~1~;~~EB~E~~L~gt;Eo -----(E) STEEL LIGHT POLE & FOUNDATION TO BE REMOVED & REPLACED (E) CONCR ETE SIDEW ALK SC ALE: ~=-JAMES VACCARO A R C H I T E C T, I N C . •I I DOIIOEE WA f ,UU!I C PAClflCA •CA 1flO" ,1, 601.1610 PNOt1E 1 <l ~hl .. 11 fAX I JFO •·JVANCNl1EC!.COM WWW.NAJCNIIECI.COM @) --------MODUS.INC. 2-IO STOCICTON S1REET lRD FLOOR SANfR.<.NClSCO C4~10I verizon" VERIZON WIRELESS 2715 MIT0tELL0RlVE.SU1TE9 VIALNUlCREEK.CA!I-ISI CONSULTANTS '<t ,- 0 0::: '<t WO C. u :::, (f) u 0.. 10 LL en 0 f- Q O'. z t-~ 'q" ~ f-w~<( Z --1 o-, ~=>:£ 0~ <CO<C<Ca -,CD U~..J. ~~()~~ ~~~u~ ~~ffi ~8 u ·a..=> :::J z => 0.. CDLO U·· ::,v z 0.. § ~ ® . . . REV I DATE ISSUE 10/13/2017 I 90% CONSTRUCTION 612112018 j100% CONSTRUCT[ON REV . 6t28/20l 8 1100p~;~~~T~~~~~:T~EV. ~;E~,:~~!;~t;it~;~~i,;if~~: w~~i'.:~E~~~~Ef!~;f~~E COPYRQH:'018.1..lMESVACC.lRO,l/lCHIIECI IUC ELEVATIONS A-2.1 '• .·6'. ,O~ LO ~ C YLINDER ANTENNA DIMENSIONS CYLINDER ANTENNA WEIGHT ~trw t o!- FRONT ELEVATION ( MOUNTING BRACKETS SUPPLIEDW/ UNIT SIDE ELEVATI ON CBC1923T-4310 DIPLE XER DIMENSIONS WIDTH I ±8.35" DEPTH l CBC 1923T+4310 DIPLEXER WEIGHT OIPLEXER ~ 1. COMMSCOPE PART# E11F1JP06 2. ALL CONNECTORS SHALL BE WEATHERPROO FE D 3. INSTALL IN STR ICT ACCORDANCE \MTH COMMSCOPE INSTALLATION MANUAL. CYLINDER ANTENNA SCAL E: N.T.S 8 S C ALE: N.T.S TWIN DIPLEXER ~ ~ ,;, ;II (N JVERIZONw1RELEssLU CYLINDER ANTENNA ~ ANCHOR ANTENNA TO MOUNT PER MFR. SPECIFICATIONS (NJ FRP CONC EALMENT SHROUD (NJ STEEL AN TENNA MOUNT DIPLEXER~ (N) STEEL COUPLE R MOUNT {SUPPL IED WI CONCEALMENT SHROUD) ~ I IN >TWN (6'\ (N) \MR ELESS SMAR T 4 METER A•3 > > (N) "'RELESS METER@ I\ I\ MOUNT (SUPPLIED W/ ~ CONCEALMENT SHROUD) (E)OR(N)STEE L MAST ARM CONCEA LM ENT SHROUD/ ANTENNA MOUNT TO STEEL LIGHT POLE BY WESTERN UTILITY TELECOM. INC. (#ID-2 10) (N J TAPERED SHEET METAL SKIRT -t-----(E ) OR {NJ STEEL LIGHT POLE SECTI ON AT CONCEALMENT SHROUD tSOMETERIC AT CO N~OUD (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 SHROU D. GALVANIZED SHEET METAL SKIRT, ANTENN/v LIGHT POLE MOUNT AND MOUNTING COMPONENTS BY WESTER N UTILITY/ TELECOM , INC. (PHONE: 503-587-0101) (10#210). FRP CONCEALMENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILITY/ TELECOM. INC PAINT NEW FRP SHROUD AND EXPOSED MOUNTING CO MPONENTS TO MATCH LI GH T POLE. 4. POWDER COAT NEW GALVANIZED SHEET METAL SKIRT AND EXPOSED MOUNTING COMPONENTS TO MATCH LI GH T POLE. S. GROUND NEW ANTENNA PER MANUFACTURER'S SPECIFICATI ONS. CONCEALMENT SHROUD SCA LE: N.T.S 6 7 "rge rcrl 'LA N u , -:::a:g::-(N) DISCONNECT ~ ! ! S~E !_ __ J ~ FRONT ELEVATION SIDE ELEVA TION SQUA RED 00612L 100RB LOAD CENTER DI MENSIONS uc ,r,'-'T .,~ ,,.,. WIDTH :t8.88" DEP TH _l ±4.27" WEIGHT :t10LBS, NO TES . ~UARE D PART# 00612l 100RS. 2. NEMA JR OUTDOOR RATED, 100 A, 1201240 VOLT, 1 PHASE LOAD CENTER . 3. INSTALL IN STR ICT ACCORDANCE \/\/ITH SQUARE 0 / SCHNEIDER ELECTRIC INSTALLATION MANUAL. DIST. PANEL/ DISCONNEC NOTES: ~ ~1 ?"'""""'~ ~ M ETER . WATTHOUR SMARTM ETER (FURNISHED & INSTALLED BY PG&E) (N ) NEMA 3 POLE, 3 WIRE LOC KI NG-TYPE RECEPTACLE SIDE ELEVATION PG&E SMARTPOLE METER DI MENSIONS DIAMETER I i:4.5" WEJGHT :1:JLBS. ~&E CODE.#M241490. 2. PG&E TO PER FORM RF SIGNAL TEST. 3. INSTALL IN STRICT ACCORDANCE WITH PG&E UTILITY BULLETIN FOR SMARTPOLE METER SERVICE. WIRELESS METER s~.~~;= I 4 NOTES: ,. )Ir I, A ""' ••• "T".,.... .... L A NSI SAFETY YELLOW CAU TI ON NOTICE \!\/H ITE BAC KGROUND J ll L.::J.:!..!J.1 -=~=-11-ANSI SAFETY "~-'!is===±:=:~=:==§Jl-=-=·· =='-~~~~~E~~~~LG. -,.. TYP. ~TODOR RAT ED SELF ADHESIVE VIN YL DECAL IMTH UV. CHEMICAL. ABRASION AND MOISTURE RESISTANCE. POST SIGN/ DECAL 9'·0" BELOW BOTTOM OF NEW A NT ENNA. CONTRACTOR TO CONFIRM SPECIFI C SIGN REQUIREMENTS 11\lffH VERIZON WIRELESS, THE CITY OF CUPERTINO. FCC AND AUTHORITIES HAVING JURISDICTION PR IOR TO FABR ICATION. 4. SIGN SHALL LISTI OISPLAY OWNERSHIP COMPANY"S NAME. CONTACT NUMBER AND SPECIFIC SITE IDENTIFICATION . 5. SIGN COLORS. SYMBOLS AND LAYOUT SHALL CONFORM TO ANSI 2 535.1, ANSI 2535.2 ANO ANSI C95.2-2007. SIGNAGE/ DECAL SC A LE: N.'f.s 5 ~ !, ':;:. (NJ PSU AC08 POWER INTERFACE (NJ MOUNTING BRAC KET I . -~ ~ -~-I SUPPLIED WI ~ RRUSUNIT {[1 [li= N) RRUS 32 UNIT 8NJA"6~~~TING SUPPLIED WI RRUS UNIT NJ PSU AC08 POWER NTERFACE NOTES: ~CSSON PART# RRUS 32 2 ALL CON NECTORS SHALL BE WEATHERPROOFED. 3. INSTALL IN STR ICT ACCORDANCE WlTH ER ICSSON INSTALLATION MANUAL. 4. PAINT SOLAR SHIELD & ALL M OUN TI NG COMPONENTS TO MATCH POLE. 5. RRUS HANDLES TO BE REMOVED PRIOR TO INSTALLATION . SCA LE: N.T.S RRUS 32 UNIT f NOTES· ~NJLSETEEL LIGHT (N)RRUS32 @ UNITWI PSU 1 AC 08 POWER A·l INTERFACE. TYP. (N)RRUS32 ~ MOUNT, TYP.~ (N J CABLE.G:S SHROUD.'(!!} TYP, @ (N J SHROUD 3 EXTENSION . 5 -2 TYP. 'JI (N) 2" \MOE X 5" TALL OPEN ING IN POLEW/ REINFORCING RIM , q}J'''' SIDE ELEVATION ~ME ANO PAINT RRUS 32 UNITS , CABLE SHROUDS, TUBE ASSEMBLY AND MOUNTING COMPONENTS TO MATCH LIGHT POLE. 2. SEE SPECIFICATIONS SECTION 09 90 00 FOR PAINTI NG AND COATING SPEC IFICATIONS. SCA LE: N.T.S RRUS UNIT MOUNT ELEV. 2 -=--JAMES VA CCA RO A R C H I T E CT, I N C . <11DO!<OHWAY.UWIC PACIFICA 1CA 19,0u •15 . .0a.3010 PHOIIE 1,1$.90J,U 1 1 FAX UIFO ·orJVA~OmEC!.COM WWW.JVANCHIIECl.C:OM CLIENT @) --M-o=ous.~,N~c~.-- 2•0 STOCKTON STREET. JRO FLOOR SAUFRANC:ISCO,CA!l•108 verizon"' V ERIZON WIRELESS ;1a,M1TC:HEllDRIVE,SUITE9 WALNUTCREEK.CA9A~8 CONSULfANf S REV -.:t" .... 0 0::: "<t Wo a. 0 ::::, Cf) (..) c.. 10 u. fl) 0 f- 00'. Z I-~ "'-2" ~ ~~a~ ~=>~o~ <(O<(<(o ---, a:, (.) s: ..;. ~;:sci~ :z ~ ~ ~(.)~ Owoc :::io Cl'. 0 W a:, f- U . o... => ::J z => 0... ~!u ~ 0.. 0 <( @ • . DATE j ISS UE 10113/201 7 I 90% CONSTRUCTION 6/14/20 18 I 100% CONSTRUCTION 6121/2018 1100% CONSTRUCTION RE V. 61 2612018 1100~;~~,;T~~~~~~T~EV. IH€SEPLA1lSA.Rf1USIRUMEHISOFSERVl0:AUDARE FORIHEQ.1Et<l'SUSESOlELYWIIHRESPEC1101H1S PROJECIIHESEPLA!lSSttAl.lNOTSEAI.TEREO. MOC::,FIEOOR REPROOUCEO IIIPARIORINV'IHOLE 'MIHOUIPFIJOR'MllTTENCONSENT THESEPI..ANSAAE FORM AIIEOT08EFUU-SIZEAIARCHO~•·xJ6" COPYRIGHT:?016JA.MESVACCAROARCHIT ECI INC DETAILS A-3 NOT USED EAR-LOKT BUCKLE SY BAND-IT IOEX, INC ., TYP . OF (4) (BRACKET TO POLE) ~~ ;~ (N)¥," X .OJ". A1230-034 "8AN0-FASr BFES201SS, WITH EAR-LOKT BUCKLE BY BAND-IT !DEX. INC., TYP. OF (4)(BRACKET TO POLE) NOTES: ~ ~ SCALE: N.T.S (N) MO UNTING BO LT , TYP. SUPPLIED WI RRUS UNIT (NJ B3MM MOUNTING BRAC KET (SUPP LIED WI RRUS UNIT) (N) RRUS 32 UNIT WI PSU AC 08 POWER INTERFACE ~ '9 (N) PL e· X Yie· BEN T PLATE. TYP . OF (2). NOTCH AT STEEL POLE AS SHOWN \.HOT-OtP GALVANIZE ALL STEEL CO MP ON EN TS AFTER FABR!CATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION . 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCE FOR PSU ACOB UNIT . 4. PRIME AND PAINT MOUNTING COMPONENTS VVITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5 VVELO ALL STEEL PLATE COMPONENTS WlTH X· F ILLET 'A'ELDS. 3 RRUS 32 MOUNTING s~-~~;: I 4 4'·6" CONCRETE SLAB PLAN (NJ JUNCTIO N(7'\ BOX ~ .---~ ~ !:'J,~~~;~;.?i~eATION ·---r :· . ', 1 VALMONT (OWO# , •. •, -, _ CA3779 53 P2 , ORDER # . : ' •. , 377953.P2, OATEO 3'23118) \ ',' . ':: SECTION A (E) LANDSCAPING~ (N) 6" THICK CONC. RECTANGULAR ili,I'. •. • •. TOPPING SLAB _ . , • . • r . ' . ' ' , ---. - {N)#4@12'--'- 0 .C .. E.W !NJ2'-6'01A:t~11:· L'LAm==<NJJUNCTJON ~~~5~t~6~N ~-: -~~-:;·1~ •. +~BOX @ SECTION B (N)OR (E) CONDUIT TO POWER P.O.C. DEMO EXISTING SIDEWALK TO EX ISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EX/STING AND PLACEMENT OF NEW FOUNDATION AND TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KIND. 2. PROTECT EXISTING CONCRETE CURS IN PLACE. 3 ANCHOR BOLTS AND RACEWAYS SHALL BE SECURED IN PLACE PR!OR TO PLACEMENT Of CONCRETE. USE POLE MANUFACTURER P ROVIDED TEM PLATE FOR PLACEMENT O F ANCHOR BOLTS. REMOVE ALL GREASE. OIL. DIRT AND CONTAM INANTS FROM ANCHOR BOLTS WITH SU ITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOUNDATION. PLACE ANCHOR BOLTS IN A PLUMB POSITION. POINT HOOKS TOWARD THE CENTER OF THE FOUNDATION. VERIFY REQUIRED ANCHOR BOLT PROJECTION ALL TIES SHALL HAVE 6" HOOKS AS SHOWN. ALL VERTICAL BARS SHALL STOP 3" SHORT OF TOP ANO BOTIOM OF FOUNDATION. ALL TIES SHALL HAVE J" MINIMUM OF COVER 6 . CABLE TRENCHES AND FOUNDATION SHALL BE BACK F ILLED AND COMPACTED PRIOR TO ERECTION OF NEW LIG HT POLE. 7. THE FOUNDATION SHALL CURE A MINIMUM OF {7) DAYS PRIOR TO INSTALLATION OF POLE. LIGHT POLE FOUNDATION TOPPING SLAB SCALE: N.T.S 2 1. APPLICABLE CODES: 2018 CALIFORNIA BUILDING CODE {CBC), 2013 AASHTO LTs.&.TIA222.REV1SIONG. 2. ALL WORK SHALL CONFORM TO THE LATEST EOITION OF THE CALIFORNIA BUILDING CODE, A PPLICABLE AUTHORITY HAVING JURISDICTION CODES, ANO REQUIREMENTS OF THE CITY OF CUPERTINO DEP A RTMENT OF PUBLIC WORKS. l. THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR TO STARTING ANY WORK. THE CONTRACTOR SHALL BE RESPONSI BLE FOR KEEPING THESE AGENCIES INFORMED OF THElR SCHEDULE. 4. GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS Win-I DRAWINGS OF OTHER DISCIPLINES WITH REFERENCE TO MATERIALS, LAYOUT, DIMENSION S AND ELEVATIONS BEFORE STARTING WORK, A ND ANY DISCREP ANCIES SHALL BE REPORTED TO TH E ARCHITECT ANO ENGINEER FOR DIRECTION. 5 ' :1~~~~1~g ~~!a\~·s~gJs~~~~~~~'c\~~~!~i~e~~ ~~~~ BY DI MENSIONS SHOWN ANO BRING DISCREP ANCIES TO THE ATTENTION Of THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH THE WO RK. 8. DETAILS OF CONSTRUCTION NOT INDICATED OR NOTED SHALL BE CONSIDERED OF THE SAME CHARACTER SHOWN FOR SIMILAR OR EXISTING CONSTRUCTION. 7. THE CONTRACTOR SHALL LOCATE AND PROTECT A LL EXISTING UTILITY LINES AND CONNECTIONS IN CL UDING SEWER, WATER, OAS, A ND ELECTRIC SERVICES BEFORE AND DURIN G THE WORK. 8. CONTRACTOR SHALL COORDINATE THEIR WORK WITH CITY REQUIREMENTS. 8. OESIGNDATA: DESIGN CODES: Z018CBC, TIA 222 REVISION G. 201lAASHTO LTS.e SEISMIC IMPORTA NCE FACTOR Ip: 1.0 OCCUPANCY CATEGORY= 11 MAPPED SPECTRAL RESPONSE: ACCELERATIONS S.=1.B~S,=O.H2g SITE Cl.ASS: D SlTECOEFFIC!ENTFa•1.00 SITECOEFFICIENTF~:1.50 WIND SPEED= 100 MPH (loSECOND GUSTS) PER 2013 AASHTO L Ts.8 ,o. CONTRACTOR SHALL sue~ STEEL SHOP ORA WINGS FOR REVIEW PRIOR TO FABRICATION. CONCRETE NOTES 1, CONCRETE SHALL OEVB.OP A MINIMUM COMPRESSIVE STRENGTH AT Z8 DAYS OF 3,000 PSI. DESIGN BASED ON 2,500 PSI (NO SPECIAL INSPECTION REQUIRED). 2. SLUMPS SHALL BE NOT LESS THAN 2• AND NOT EXCEED'°· 3. CONCRETE SHALL BE Pl.ACED IN A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED BETWEEN PREDETERMINED CONSTRUCTION JOINTS. CONCRETE ~~~~~:~1~~ ~~~;~~ri'f5I1J~,."F~t!~'.'l.ACING COMPLETEL y AROUND 4. EXPOSED SURFACES OF CONCRETE SHALL BE KEPT MOIST OR CURED BY PROTECTIVE COVERINGS APPLIED IN ACCORDANCE WITH ~'LA NUFA CTVRER'S SPECIFICATIONS. REINFORCING STEEL NOTES ,. :~~~~~~GR~~~~:~~'!:~~~~~~C,.ER~ ~/~~=~5;.g':i"E0,~ ~A~~ #4 HEAVI ER , Bl.ACK ANNEALED. 2. ~~~~~fi:~~E~~~;_BE FREE FROM LOOSE RUST OR ANY OTHER COATING 3. RBNFORCINO BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER WHICH ~;~~~~~~~~:.TERIAL, AND SHALL BE ACCURATELY PLA CED AND 4. MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT SHALL BE USED AT SL.ABS-ON.GRADE. STRUCTURAL STEEL NOTES 1. MATERIALS: ALL STRUCTURAL STEEL STEEL PIP E TUBESTEEL A NCHOR BOLTS MACHINE BOLTS HEXAGON NUTS WASHERS ASTMAJI.U.O.N. ASTM A~. GRADE B ASTMA500.GRAOEB ASTM F1554, GRADE 55 ASTMA307 A STM A194 2HORASTMA51S3 OH ASTMF431 2. ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE A ISC STANDARDS BY A LICENSED FABRICATOR EMPLOYING CERTIFIED WELDERS. 3. WELDING Sl-lALL CONFORM TO A PPLICABLE SECTIONS OF LATEST AWS STRUCTURAL WELDING CODE AND SHALL BE DONE BY CERTIFIED WE LDERS, 4. STEB. FABRICATOR SHALL OBTAIN THE ENGINEER'S APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. 6. ALL STRUCTURAL STEEL EXPOSED TO WEATI-IER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION, 8. ~i~~~i::i~~s:~~'i~!~~~ b~r::~i~r'J~ERS AND ANCHORS REOUIREO REINFORCING RIM WELDING NOTES 1. WB.OING SHALL BE PERFORMED BY AN AWS CERTIFIED WELDER. ALL WOR K SHALL BE JN CONFORrMNCE WITH THE A rM:RICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE. AWS 01.1 l.ATEST EDITION. 2. PREPARE POLE SURFACE. GRIND SURFACE TO BE WELDED WITH A SILICON CARBIDE WH EB. PRIOR TO WB.OING TO REt,'IOVE GALVANIZING WHIC H MAY OTHERWISE BE CONSUMED IN Tl-IE WELD METAL APPLY AN TI.SPL.AliER COMPOUND AFTER GRINDING. 3 · :N~~Ciz~~~~E~~1~i'i1~~ :~~Ns:~se~R::~:L~ 1 ~,iHNir~~EANO SPLATTER. 4, APPLY GALV-A-STICK ZINC COATIN G TO ALL UNPROTECTED SURFACES, UPON COMPLETION OF WELDING. APPLY SECOND COAT LAYER OF COLD GALVANIZING SPRAY COMPOUND CONTAINING A r,INIMUMZINC CONTENT OF 95"4 APPLY A FINAL COAT OF TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. STRUCTURAL NOTES .=-JAMES VACCARO A R C H I T E C T, I N C. PAClf!CA 1CA l 9•0 .. •1 $.6C~.J6IOPHO!lf ••l$.hl.U 11fAt llfO ,.JVA~CHIIECl.COM WWW.JVA~CttllECI.COM CLIENT @.) ---M-,O~Dus.~,N~C~.--- 2,0 STOCKTON STREET. lRO FLOOR 5"NFRANC1SCO CA9•1Gn verizon" VERIZON WIRELESS 278,MI TCHEUORIVE.SUIIE9 WALNUTCAEEK,CAs.1~8 CONSULTANTS Sl~UCIUR"L!NGINUR: :::~~fEe~,'"; :i~iinE. S,f. ttE .. tO~auHG . c .. 9) .. 0 COl/1 AClrlUMSU:(10/lo96-l/21 ~ .... 0 0::: -.:t wo a. u ::J U) (.) a.. ,u 11. en 0 I- Q ct'. z I-;; .., t'3 ~~o~ w:::J ~ o~ ~O<(<(o --, Cl us .J ~~o~:Z s~~u~ O w a:: :J o 0:::: 0 W CD 1-- U . Q. ::J -z::, (l_ ~ i.nu z ::>;:!: CL Q. 0 <( 6/2112018 1100% CONSTRUCTION REV. 612812018 llOOP~;~~,;.T~~~~~~T~EV. THE SEPL.ANSARElllSTRUMENT SOFSERVICE ANOARE FOfllHEQ.IENT"SUSESotELYWl[HRESPECl[OIHIS PROJECT THESEPi.,0,NSStlALL NOl6EALIEREO MOOIFIEOORREPROOUCEOIHPARIORIN l\ttQLE ...,lliOUT PRIOR WRlnEN CONSEt-ll THESE PLANS ARE FORMATIEDTOBEFUlL-SIZEAIARCHDln06" COPYRIGtH:'016JAME5VACCAROARCHITECT INC STRUCTURAL NOTES, DETAILS S-1 ORILL(N)27{,· DIA. HOLE IN POLE FOR CONDUCTORS {EJOR(N) STEEL LIGHT POLE N) 1)$" DIA. MYERS HUB AT LOAD CENTER KNOCK-OUT ~(N)PLY."XEB 1;,s·xws· • (NJl,IS"OIA.STO.~ THR EAOED HALF MOUNTING PLATE {N) tY,i" DIA. GRC THREADED NIPPLE COUPLING FOR CONDUCTORS f..!.filf ~ ::'b~~~~~';';J;f (N)Y."OIA. HOLE. TYP. OF (4) FOR MOUNTING TO • BENT PLATE iliB (N)~i DIA.HOLE. TYP. OF (3) FOR LOAD CENTER I.. I L. .. n MOUNTING. ALIGN ~ WI LOAD CENTER PLATE OETA1L A MOUNTING HOLES PORT SECTION SCALE: N.T.S (N) RRUS 32 UNIT WI PSU AC 08 POWER INTERFACE (1\ c!=;:i::;:;-::i 0 RELOCATED OR(N) STRE ET SIGN ~ ~~l(~~ATEO ..... Ll..,;;'. : I I I STREET SIGN (NI HOG #8 X 1" HEX HEAD TEK-SCREW. TYP. OF(B)@ SINGLE SIGN . TYP. OF (12)@ DOUBLE SIGN (N) 12 GA. GALV. SHEET STEEL STREET SIGN SUPPORT. TYP. (E)OR(N)STEEL LIGHT POLE ~ 1. HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP ORAIIIIING FOR REVIEWAND APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLEARANCES FROM RRUS UNIT. 4. PRIME ANO PAINT MOUNTING COMPONENTS II\IITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. SIGNAGE MOUNT SCALE: ~ 6 7 (N) PL*." X ,'{t;". TYP. EA. SIDE (E)OR (N)STEEL· LIGHT POLE (NJ HOG 112 X 1" PAN HEAD TEK-SCREW. TYP.OF(4) (N) Y,· CIA. M.B. WI LOCK WASHERS. TYP.OF(3) [ _l--"7'll.__(NJ LOAD CENTER/ ~l2~~j~3 -~ "BAND-FASr BFES 201SS.WITH EAR-LOKT BUCKLE BY BAND-IT !DEX. INC •. TYP. OF (21 BANOS (BRACKET TO POLE) ~ PLAN OISCONNECT/"7"\ ~ (N) PLY."X7;f"Xs)S" MOUNTING PLATE (N) PL 10" X Xe" BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN @SIM (N) PL~" X Xa", TYP. EA. SIDE (N) HOG #12 X 1" PAN HEAD TEK-SCREW. TYP. OF j4) (PLATE TO TUBE) (N) LOAD CE NTER/ DISCONNECT~ ~ (N)Y.'X .03" A1230-03-I "BANO-FASr BFES 201SS, WTH EAR ·LOKT BUCKLE BV BAND-ITIOEX. INC .. TYP. OF (2)BAN0S (BRACKET TO POLE) -.1--&--~b~~~~~1fLA~- (N)COUPLER FOR @CTORS NOTES: SIDE ELEVATION A 1N)Yi.· orA. M.s. w LOCK WASHERS. TYP. OF {3) (LOAD CENTER TO PLATE) (N) Pl 10"X1fa"BENT PLATE. TYP. OF (21 . NOTCH AT STEEL POLE AS SHOVVN @ SIM T:"°HOT-OI P GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAllll1NG FOR REVIEW AND APP ROVAL PRIOR TO FABRICATION . 3. PROVIDE MOCK•UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLEARANCE FOR LOAD CENTER. 4. PRIME ANO PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. LOAD CENTER MOUNT s~~~:: I 4 (N)LOA~ . CENTER ~ ~ (N)LOAD@ CONDUCTORS SIDE ELEVATION NOTES: CENTER 4 -, MOUNT S-2 (N) li;"OIA. MYERS HUB AT LOAD CENTER KNOCK·OUT (N) t,IS"OIA. STD. THR EAOEO HALF COUPL1NG FOR CONDUCTORS T:"°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 ANO APPROVAL TO ENSURE PROPER ALIGNMENT 11111TH LOAD CENTER KNOCKOUT. 4. PRIME ANO PAINT COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. CONDUCTOR PORT SCALE: ~ 5 :\.Oi ¥ r-i::.· ~-'1 ' {D !!.b!!:l. ~m= (N) HOG #8 X 112" lo ~;~-~~:~w. TYP. 9 OF(4) ;.. {N) 12GA.STEEL ~ "CABLE SHROUD" " REMOVABLE FRONT PANEL ~ SIDE ELEVATION ;;,:~ ~ ~I (RE~N;~~~~~ FERL:~~~:EL\ (N) 12 GA. STEEL "CAB LE SHROUD" (Nl2Y."X5X" OPENING FOR SHROUD EXTENSION (N) 12 GA. STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL (N) HDGl8X1/2" PAN HEAD TEK-SCREW, TYP . OF(-1) CABLE SHROUD SCAL E: ~ .Qffilill:!Q. ~ ~ (NJ TS 5X2)(,Y.i" REINFORCING RIM 1X" LONG (NJ 12GA. STEEL "CABLE _ SHROUD" ~(N)12GA. STEEL "SHROUD EXTENSION" SEALANT ALL AROUND BACK OF SHROUD (N)HDG#lO PAN HEAD TEK-SC REW, TYP.OF (4J ~___;.__(N) 2" "I/I/IDE X 5"TALL OPENING IN POLE (N)TSSX2)(,Y.i" REINFORCING RIM 1Jt;• LONG (NJ HOG#lO PAN HEAD TEK-SCREW. TYP.OF(4) SCA LE: N.T.S REINFORCING RIM 2 3 (NJr,·x .03"· A1230-034 "BAND-FAST" BFES 20 1SS.WITH EAR·LOKT BUCKLE BV BAND-IT IOEX. INC .• TYP. OF(:?) BANDS (BRACKET TO POLE) ,Y,_· (N)HOGlll12X1" HEX HEAD TEK·SCREW, TYP. OF (2) (SHROUD TOTS) $ ~!~~~~~~-HSRT~~~- 41· !!.b!!:l. @ (N) PL 10" XX,• BENT PLATE. TYP. OF (2). NOTCH AT STEEL POL~::" ~ ..,. ~~~e~ ~1.~TEEL ·n--I I_ (N)RRUSJl A-! , UNITWI PSU r I .~~~;;ti"" ;, ~ ~i:~~2x,· TEK-SCREW, TYP. OF (2) (SHROUD TOTS) (NJ HDGi!6X 112" PAN HEAD TEK-SCREW, TYP. OF(.:!) t-----:4--(N) 12 GA. STEEL "CA@OUD" {E)OR (N)STEEL LIGHT POLE (N) PlZ)S"X X1"·. TYP. EA . SIDE (N) 12GA.STEEL· SHROUD EXTENSION & TS FRONT ELEVATION A @RCINGRIM (N)Y."X .03"• A1230-034 "BAND-FAST" BFES 201SS.WITH EAR-LOKT BUCKLE SV BAND-IT IDEX. INC., TYP.OF(2) BANDS (BRACKET TO POLE) SIDE ELEVATION B NOTES: LL._{N)RRUS32 I AC08PO'A'ER INTERFACE 4 ,., 11 UNIT WIPSU A-J (NJ 12 GA.STEEL :·c,@ouo· (N) 83MM MOUNTING BRACKET(BV ERICSSON). TYP. {N) PL 1D"XY,i BENT PLATE, TYP. OF (21 . NOTCH AT STEEL PO~:::WN ~ T:"°HOT-OJP GALVANIZE ALL STEEL COMPONENTS AFTER FABR ICATION . 2. PROVIDE STEEL SHOP DRAINING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER FIT/ ALIGNMENT II\IITH RRUS UNIT ABOVE. 4. PRIME ANO PAINT MOUNTING COMPONENTS II\IITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5. SEE REINFORCING RIM NOTES SHEET S·1 . SCALE: N.T.S CABLE SHROUD MOUNT -=-JAMES VACCARO A R C H I T E C T, I N C . •1:,.~~~!~;:~;::;c •1) • .08.lolOPHOUE ••!Ud.U l lfJoX t lfO•JVA~CHIIECI.COM WWW.JVJoRCH '1 ECT.COM CITENT @) --MODUS. INC. 2'll 5TOCICTON STREET . JROFLOOR 5AtJFR,l,,NCISCO.CA ll410II verizon" VERIZON WIRELESS ;na~MITCHEll ORIVE. su1rE 9 l'/,1.LNUTCREEK,C,1.!J.1593 IIR\ICTUIIAllHGIHUII:: mFREYM,VAUOnE,U . 1•,DFEI.IA ~OAO HEA(OltU~G . CA95ua COPIT AClrlUMBE~:(101)•9 .. l ln -.::I" ..... 0 et:: s;t" Wo C. u ::, (/) u Cl. 1U u. tJ'J 0 f-o o:: z I-~ 'q" ~ ~ w a c::c: wS ~ci~ ~o..:..: a --, ro u S: ..;. ;iir'So~~ s:~~(.)~ ~~ffiiil~ u . a..=> ~z ::,a.. mL00 2 => :! a.. 0.. 0 <{ 1 10113120 17 90% CONSTRUCTION 6/1412018 100% CONSTRUCTION 4?12 112018 IIOO"A, CONSTRUCTION R~ 612812018 l l~;~~iT~~~~~~:T~EV. :!q~!i;.~i\;jI{@t: fORMAITED IOBE fUI.L.SllE AI AIICH 0 2~"06" COP1'RIGHl:-O!G JAME5VACCAAOAIICHITECI INC DETAILS S-2 NOTES: 1. ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER . AT OR BELOW GRADE. BYT'AO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC. 2. PERFORM IE EE 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 RESULT OF 5 OHMS OR LESS. 3. EACH RRU UNIT AND PSC AC UNIT SHALL BE DIRECTLY CONNECTED TO THE GROUND SAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES. 6 AWG COPPER OR LARGER. 4 . EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTI ONS BELOW GRADE. 5. APPROVED ANTIOXIDANT COATINGS (I .E .. CONDUCTNE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 6 . GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OSJECTS THAT FORM A RING AROUND THE CONDUCTOR. SUCH AS METALLIC CONDUITS. MET AL SUPPORT CLIPS OR SLEEVES. WHEN IT IS REQU IR ED TO BE HOUSED 1N CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS. NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. ~ (N( VER~ON W1RELESS(LJ CYLINDER ANTENNA \!V G-_ i--CNC" AWG SOCOO ,o AN,,NNA I {ROUTED WITHIN POLE) OG (N)OR (E)STEEL-----I STREETLIGHT POLE G (lifli)(N) VERIZON WIRELESS RRUS32 UNIT (AWS) W/ PSU AC 08 POWER IN TERFACE (iiff}(NJ VERIZON WIRELESS RRUS32 UNIT jPCS) WI PSU AC 08 POWER INTERFACE (NJ 16 AWG TO PSU AC 08 UNIT (R OUTED IMTHIN POLE) i NJ 16 AWG TO RRUS 32 UNIT (ROUTED \f\/lTHIN POLE) ,(N) 12 AWG TO CABLE SHROUD (ROUTED WITHIN POLE) (N) #6 AWG TO PSU AC 08 UNIT (ROUTED Vl/lTHIN POLE) 0\fs\lN)MAINGROUNOSAR~· G if :~h~6 T~~TT~~R~iL~~UNIT ~INCABLESHROUD -~'" .... ,; N)l2AWGTOCABLE -,._.,..-SHROUD (ROUTED WITH IN POLE) G LLl(N) LOAD CENTER \.t:,JDISCONNECT t-(N) 12AWG SOLID FROM GROUND SAR IJ G TO (N ) GROUNO ROO I l (NJ (1) 12 AWG SOLID. TO------ir--tt (NJ GROUND ROD IN (N) OR (El STREET LIGHT JUNCTION BOX EJ GR~PI_; G (NJ STREET LIGHT JUNCTION BOX/VAULT ~(N)CONCRETE ~FOUNDATION EQUIPMENT GROUNDING DIAGRAM @ (N) ~· DIA. X 10'·0" LONG COPPER CLAD GROUND ROO s~-~~;: I 2 NOTES: \. PROVIDE ELECTR ICAL SERVICE EQUIPMENT IJ\'ITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POIM:R UTILITY. 2. ALL SERVICE EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE PREVAILING LATEST EDlTION OF THE CALIFORNIA ELECTRICAL CODE. 201 7 NFPA 70, AUTHORITY HAVING JURISDICTION AND UTILITY COMPANY. 3, CONDUCTORS SHALL BE SPLICED IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN ES-13, COMPRESSION CONNECTOR ANO WATERPROOF. r---r {N) FRP CONCEALMENT--' I SHROUD i i (NJ "SMARTPOLE" METER .!\' ' WATIHOUR tSMARTMETER). I FURNISEO INSTALLED BY 1 1 1 . PG&E M I , (N) 3 PIN LOCKING !D--1----, RECEPTACLE (N) TER MINAL BLOCK-----HII!-h IJ\'ITHIN CONCEALMENT SHROUD ~ (N)VER~ONWRELESS@ RRUS32 UNIT (AW$) WI A•3 ~~~;;Ao~;owER 2 A-3 .... (NJ (4)X" SUPERFLEX COAX CABLES (WITHIN POLE) (IN 1-112" RISER-GARD C • INNER Cuen TO DIPlEXER IN C f r CONCEALMENT SHROUD (N)(l)l12HOT Ill l (WITHIN POLE) (N)(1)18HOT ------~"' (WITHIN POLE) (N)(l )IBHOT--------1--4' (WITHIN POLE) (NJ {1)112 HOT-------t-t-'t' ! I ' ITT] !NI l PAIR Fl8ER , [l',1THIN POLE) I (IN MAXCELL INNEROUCT O I (N) (4) Y.· SUPER FLEX COAX CABLES (WITHIN POLE) {IN 1-112"R1SER-GARD INNERDUCTJ TO DIPLEXER IN CONCEALMENT SHROUD RRUS32 UNIT (PCS) WI A-3 {NJ VERIZON WIRELESS I (WITHIN POLE) (N) OJSCONNECTI LOAD ------J--t--+- CENTER MOUNTED ON POLE ~ ~ (N) N·16 STREET LIGHT~ JUNCTION BOX/VAULT/ VERIZON INIRELESS POWER P.O.C. SEE DETAJL BELOW (N) INCOMING 6 PAIR FIBER BY FIBER ~ST~:;A~:OWER 2 A-3 'i'---1--t--(N) (2) 112. (1) 112 GND. I I I (WITHIN POLE) (N)(2)1 12.(1)112GND, (WITHIN POLE) t-:;:i~1:i~~~R, I (IN MAXCELL I INNERDucn _____ J r (N) (1)#2GND. (WITH IN POLE) TO (NJ GROUND ROD ) ) ' ' I I I ' ' {N) UG FISER SPLICE F PANEL (VERIZON / IJ\'IRELESSFIBER / DEMARC) / PROVIOER.(EJCOND~IT -- IN TRENCH. r :r=~:-=~-==--_J-----X------J -L 1-+-r F ---------"'"..,." ------- SHEET NOTES 1. COMPLY WITH GOVERNING CODES AND REGULATIONS OF AUTHORITIES HAVI NG JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE E>:PER IENCED INSTALLERS. DELIVER , HAN OLE . AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. COORDINATE \f\/lTH UTILITY COMPANY FOR SITE SPECIFIC \NORK AND MATERIAL REQUIREMENTS PRIOR TO START OF CONSTRUCTION . 3. PROVIDE ALL CONDUIT. PULL ROPES, PULL BOXES. CONCRETE ENCASEMENT(IF REQUIRED!. BARRIERS, POLE RISERS. TRENCHING, SACKFILL. AS REOUIREO PER SITE SPECIFIC REQUIREMENTS. 4 . OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION RE OU IRED TO PERFORM THE 'NORK, PRIOR TO START OF CONSTRUCTION. 5. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED. 6. PROVIDE SERVICE ENTRANCE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT 'CURRENT FROM THE POWER UTILITY PROVIDER. 7. 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 . 8. PERFORM IEEE FALL•OF•POTENTIAL RESISTANCE TO EARTH TESTING FOR NEW GROUND ELECTRODE SYSTEMS. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS REQUIRED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS . 9. ANTIOXIDANT COATINGS SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS, 10. ALL IJ\'IRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) AND UTILITY COMPANY REOUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 11 . ALL BENDS ANDI OR OFFSETS SHALL BE M ADE WITH FACTORY SECTIONS USING APPROVED COUPLERS PER CEC REQUIREMENTS. 12. ALL EMPTY CONDUITS SHALL HAVE Af' POLYPROPYLENE PULL ROPE PROVIDED INSIDE ANO SEALED WITH A DUCT SEAL ON BOTH ENOS OF THE CONDUIT. 13. THE ENOS OF ALL CONDUITS INSTALLED SHALL BE SEALED WITH A DUCT SEAL. 14. PROVIDE NEW METER ANO DISCONNECT PER UTILITY COMP_t._/ljy REOUIREMENTS, SYMBOL LEGEND ---F·--@---- --G-- BR,,,tlCHClRC\.11 UIIOEROROI.INO 240V (2) 18 CITY OF CUPERTINO STREET LIGHT CO NDUCTORS. SEE SHEET EP·2 (N) GROUND ROD t I I B~~~~T I 4---(N) VERIZON WIRELESS CONDUCTORS PER S INGLE LINE DIAGRAM SINGLE LINE DIAGRAM (N) 10A WATERPROOF FUSE (VERIZON WIRELESS) (E) N·9 (Ni;~~~~N~~~~ESS~XI j (2) 18 THW STREET JUNCTION BOX POWER P.O.C. ~LIGHT CO NDUCTORS TO REMAIN r-------, (N) LEO STREET (E)PG&EVAULT/ r-----1 1 -f-j LIGH TLUMINAIRE CITYOFCUPERTINO>-__ -L --_, __ -1-_---~-___ )A(_ POWER PO IN T OF ' """"),-(" CONNECTION L ___ ~ J L' (N) 10A WATERPROOF '\. -------FUSE (E) CONDUCTORS~ (CITY OF CUPERTINO) TO OTHER '--. _________ ---TO!EIOTHER STREET LIGHT(S) STREET LIGHT(S) DETAIL AT (E) N -9/ (NJ N -16 SINGLE LINE DIAGRAM SCALE: N.T.S -----• __ ,..., __ -II])- ---~--- 0 --1111, • • MEIERSOCl(Ell'ERU!IUTY PROl/lOERREOUREMEIHS ?-J A HES VACCARO A R C H I T E C T, I N C . •11 00UOEE W"-l .UIIIIC ,,.clf1c,.,c,.,,,o .. •IJ <,(le]1/0Pl<OIIE <•IJ.'61 ... 1 1F1'X IIFO,&JVA~C HIIE CI.COM WWW,JV1'RCH<TEC I.COM ~ @.) --MODUS. INC. i'll STOCKlOH STREET . lRDFtOOR S.I.N FRANC1SCO.CA9~!G9 verizon" VERIZON WIRELESS 11B~ Ml!Ct1Ett DRIVE SUITE 9 \'IALNUTCREEK.CAS.C598 ¢ONS0LfANUi ..,,. .... 0 0:: 'Sf" Wo a. u :::, Cf) (.) CL I 0 u. Cl) 0 f-- 00:: z f--;; '¢ t15 ~~a~ w::::) ~Cl(") ~O<(<(c'; -,ccUS:.J ~i;5ci~~ ~~F u~ ~~ffi ~8 u . a..=> :J z::, Cl. (C I.O OZ => ;! a.. Cl. 0 <( @ -. . . REV I DATE I ISSUE 10113/2017 I 90% CONSTRUCTION 6J2 1/201B 1100% CONSTRUCTION REV. 612812018 11 00~;~~,.;,T~~;~~~T~EV. THESEl'I.NlS AAElNSIRUMENT$0l'SERVICE.WOARE FOR IHEC.IENl'SUSESOI.EtY l".AIHRESPECI 101H1$ PIIOJECIIHESfl'V./ISSHAl..t!-IOI BEALIERED MODIFIEOOII REPIIOOUCEDIUP.t.RI Oii lUWiOLE v.tlHOUI PRIOII VIIIH IENCOUSE"1 lttESEPl.>.NS AR E FORMAi !ED 106E FUL~.SIZE Al AAO, D ~l ".QIS' COf'YAIGHIM18.J.lMfSIIACCAR0 "11CHIIECI IIIC SINGLE LINE DIAGRAM , EQUIPMENT GROUNDING DIAGRAM EP-1 POLE•5-l~o---~~;; --,-----I ~~~ ... .aNl f>ULLB OX l POLDS.001 'f :p, INfVERIZONWIRElE,S p ~ ,oce. ~~ """""~'"" ,o.,,s~ 0--+---''.1;'----j.-i-~~ ·11 ~* ! t ,oc,,s., POLEl<!l.l96 0··· POLE•539-<0••• '""""0--- (")"I! ·;1ri ::~ i:!r= ' •+u I~~ ·-0·· l:;5~ •·O ! ~ ~ ;/~ i ~ 1?9'""~~" '" : wt:,; l-1" : : ~ a 11~~1~ 1~1.oa -,-.j i Ul () '"''"" ~ i : l ~!~ ! ! +-.... I ~ii CIRCUIT DIAGRAM LEGEND I ~ : t --------------EXISTING CITY OF CUPERTI NO UG ~ ~ Q POLEil!>lnl ........... ___ :;:::~11:;; :~~~~;S UG CONDU IT I -: ,;.., TRENCH WI (N) CONDUCTORS ~ ~ ! 6 j 'll Q-----NEWVERJZONWIRELESSPULL90.J( O .ik• 1i 1aa f!1/ f'7'\.---EX1STING CITY OF CUPERTINO STREET POIH ~OO -~--····-;:7,;-·-· i!1 \..:..) -LIGHT POLE ! ._'_'"_"_~_· ________ _ ! aji SAICH WAY r~:i1Hit\~~i~~~O IN)~SAfU$EMIN, """'""'=-,--.-'-I....,..-,-,,,=,-,---,-----,----~ I' L~~·~lt 1CIR~v1t1 n~1~d ~~f-1 i?Hfar, k~,s:~~~1 r,1 sr::-r:~s,nl~l I CIRCUIT DIAGRAM $~-~~:: 12 ~~Q~ ~~b~rs:;~gT B A PN 326~043 = UTILITY PLAN D ; )' ~ I PROPOSED VERIZON WIRELESS ,~ WIRELESS METE R/ EQUIPMENTf .;.s ANTENNA LOCATION AT '1 REPLACEMENT STREET LIGHT POLE ~ ~2 C 0: "' ] > UJ -' ~ :, 0 ,:, Ill ~ "' \ N z "' Ul C J/ :c .... 0: '\ ( ,-f 0 < ( z t~"-· ,:, -;,-7 Vs1 ~ 1~ ,. ... ~ SHEET NOTES 1. COMPLY WITH GOVERNING CODES ANO REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. use E.l\PERIENCED INSTALLERS 2. OBTAIN PERMITS FROM AUTHOR ITIES HAVING JURISDICTION REQUIRED TO PERFORM THE 1/VORK. PRIOR 3 NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED. 4 . PROVIDE SERVICE ENTRANCE EOU!PMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER. S. REVIEW AND INSPECT E.l\lSTING CONDITIONS, GROUNDING SYSTEM AND L\GHTING PROTECTION SYSTEM FOR COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION. REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING. 6. EXISTING UNDERGROUND WIR ING. CONDUIT AND FUSE INFORMATION SHOWN IS BASED ON CLIENT PROVIDED INFORMATION AND BEST PRESENT KNOWLEDGE OF E.l\lSTING CONDITIONS. INHERE CONDITIONS ARE UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM VVHAT IS SHOWN OR THAT REQUIRE MODIFICATION OF DETAILING SHOWN. SUCH DISCREPANCIES SHALL BE CALLEO TO THE ATTENTION OF THE ARCH ITECT PRIOR TO PROCEEDING WITH THE WORK. 7. ALL WIR ING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) AND APPLICABLE SECTIONS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC V\IORKS STANDARDS. 8, A CITY OF CUPERTINO PUBLIC V\IORKS DEPARTMENT CONNECTION ORDER IS REQU IRED TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBMITT AL TO PACIFIC GAS ANO ELECTRIC) 9. CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC V\IORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PR IOR TO FOUNDATION POUR ING AND ELECTRICAL INSPECTIONS. 10. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER'S SUBMITTAL$ FOR ALL NEW LUM1NAIRES. 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. \NH EN EVER AN INSTALLATION IS NEAR ANY OVERHEAD WlRESI CONDUCTORS. A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS ANO ELECTR IC PR IOR TO INSTALLATION. SHEET LEGEND ~ ONDU!TOIAMETER ONDUIT A PPRO.l\lMATE ENGTH IN LINEAR FEET ONDUIT SCHEDULE MAR K XISTING. NEW. UNDEGROUND, SURFACE MOUNTED (E·E.l\JSTING . N•NEW. U•UNDERGROUND, $·SURFACE MOUNTED) r::-J-.-i:XISTING N·9 BOX (STREET ~ LIGHT VAULT)/ NUMBER NEW N•16 BOX (STREET ~ LIGHT VAULT)/ NUMBER/ NEW VERIZON WIRELESS FIBER SPLICE PANEL LOCATION ~~~T~~~~~:~;-;~~L~~~~T~~~NT OF CONNECTION -----------•--EXISTING OR NEW CONDUIT ROUTE ---r,,,..--VERIZON WIRELESS PO'A'ER POINT OF CONNECTION .,ili4,ji.lij \ VERIZON WIRELESS FIBER DEMARC/ SPLICE PANEL I POINT OF CONNECTION -=--JAl>IES VACCARO A R C. H I T E C T, I N C. ,1100,10EEWAY.u,mc PACIF-lCA •CA l 9•0•< •l~.oll!.lo/OPHQUE• <l~,90],<<II FAl l lfQ-.NARCHITECT.COM WWW.JVARCHIIECT.COM @) ---M-O~DUS .-1-N_C_. --- i•o STOCl('T Qr,, STREEl'. JRO FLOOR SAN FAANCISCO,CA~•I O!I verizon" VER IZON WIRELESS 27e~A~::~TH~~~~:.I~;: !U~; 9 ~ ..... 0 a::: '<f' wo a. () :::> Cf) (.) 0... I 0 LL en 0 ,__ on: z f--:;v~ ~~a~ W:::,~0~ ~o<( <( o ,'°us.,;. ~r'Sci~~ s~~u~ ~~ ffi iil~ :jz ~~ ~~u~ (l_ 0 <( 1011 312017 I 90% CONSTRUCTION 6/1412018 I 100% CONSTRUCTION 6121 12018 ]100% CONST RUCTION RE V. 6/2812018 l \OOP~;~~,;T~~~~~~:sEv. ltlESE PL.,\IIS.\HE ,NSIRUMENTSO~ SERVICE AIIQARE FOR THECL IENl'SUSESOLELY\'<IIHRESPECI IOIHIS w~~~~j.§~i~~!~ff t~;r~FI~E COPYRIGHl:'0 16JAMESVACCAROAACHlll:Cl INC UTILITY PLAN, CIRCUIT DIAGRAM EP-2 STREETLIGHT POLE (N) SHUTD0\1\/N PROCEDURES SIGNAGE . MOUNTED ON INSIDE FACE Of DISCONNECT @ NOTES: ~ ~CONNECT S\MTCH SIGN SHALL READ "UTILITY COMPANY POWER DISCONNECT SWITCH" IN Y,· HEIGHT TEXT. WITH WHITE BACKGROUND ANO BLACK LETIERING. 2. SIGN SHALL BE OUTDOOR RATED WITH UV PROTECTION. J. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON 'A'ORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE SCALE: I 8 ~ ©:l•il•I•l\•4i:l=-l;J•Iet3•l*li'43-""1 NON-EMERGE NCY SHUT DOWN PROCEDURES ............. , ....... --~··'""''" ··---, .. -, .. , ... _____ _ ,, ............ , ..... , .............. ,-.......... ,_ .... _."'" ~ ......... ,.,., ····--, ,..:.,• .................. ~ ...... -' .. ... '_._,.,,, ........... .. ........ , .. ~ ...... ""'"' ... o--"""' ... ..... _ ............... ,.,._ .. ' ......... , ........... ' -,-., ...... ~---·-.. ~ .. ' ........ _ .. ' '"'-"""<, .. ~'"'"':e .. cv SIIU T poWM f'MOCt;OUMt; ..... ,,_, .. _,.,_ ...... , . .__._ ........ ···---· ............... .. ... '_ ............. ..,.. ... •·• .,..,._, ... ...,,, ··-- NOTES : ~N SHALL BE MOUNTED ON INSIDE FACE OF POWER MAIN DISCONNECT SWITCH IN y.• HEIGHT TEXT. WITH \II/H ITE BACKGROUND AND SLACK LETTERING . 2. SIGN SHALL BE OUTDOOR RATED. 3. SEE SPECIFICATI ONS SECTI ON 26 05 00 FOR COMMON IIVORK RES UL TS FOR ELECTRICAL . SHUT-DOWN SIGNAGE $~-~~;: I 9 NOTES: i°-Y,; .. 4.X6" COPPER GROUND BAR . TYP. OF SITE PRO 1 #MG40616 WI TH INSULATORS AND SRACKETS AS REQUIRED OR APPROVED EQUAL 2. PROVIDE TAMPER RESISTANT GROUND BAR MOUNTI NG HARDWARE. J. APPROVED ANTIOXIDANT COATINGS (I.E .• CONDUCTIVE GEL OR PASTE) SHALL SE USED ON ALL COMPRESSION ANO SOL TEO GROUND CONNECTIONS. GROUND BAR SCA LE: I 5 (NJ #2 OR *6 AWO SOLID CU CONDU CTOR W/ GREEN. 600VTHWN-2 IN SULAT!ON TO (NJ ANTENNA & (N) EOUIPMENT. TYP. NOTES: t (,)TIM>-HOCELUG, BOLTED TO GROUND BAR USING 7'·-1sx1-r.·ssHEX HEAD SOLT$ & HA@ROWARE. TYP. ' . MAIN /5\ OUNOSAR~ #2AWGSOUO TINNED SARE CU \fo/lRE TO GROUND ROD ~PLY ·No.ox· OXIDE INHIBI TO R AGENT TO LUG ANO BAR CONTACT SURFACE. GROUND CONNECTION (N) SS FLAT· WASHER . TYP. APPLY· "N O-OX" COMPOU ND. TYP. (E)TI NNED COPPER GROUND SAR {N)(O!A.X- 1-1/2.SSBOLT. TYP. 0ft2) s~.~~;: I 6 (N)PULU ----~ JUNCTION BOX. @ (N) SO ND SUSHING. TYP.@ CONDUIT STUB-UP (N)#2AWG FROM MGS !!!:!ti (N)#6AWG BONDING JUMPER. TYP. (NI GROUND ROD WJ GROUND CLAMP (VERIZON IMRELESSJ GROUNDING AT PULL BOXI '~~'; I 3 (N) STEEL LIGHT POLE BY VALMONT (N) GROUNO - LUGON POLE {NJ #6 AWG K__/ BONDING JUMPER i;,r,;~~l~ t-'-·'-, il.Ur?..JJrr~ (N)#6AWG4:_;,·,,-.t, ---ttt' BONO!NG ~ JUM~,7frr=n}b! _ -mU?· --m;grn "ijji (N)*SAWO --=·1 ~ ·-I GROUND CONDUCTOR {N)X"DIAX10'-0" LONG COPPER CLAD GROUND ROD. GROUND ROD SHALL SE DRIVEN VERTICALLY, NOT TO EXCEED 15" VERTICALLY r I 1_S•~ fil£!!Q!! REINFORCING NO T SHOWN FOR CLARITY. SEE SHEET S-1 FOR POLE FOUNDATION TWO-HOLE GROUND LUG '~~:; I 71 GROUNDING AT POLE s~~~;: 14 •,.,.- (N) R-SERIES ~ COMPOSITE ONE '!! PIECE LIO WJ N90 f!:M:! BOLT DOWN KIT (N) Yo· DIA X. 10'•0" LONG COPPER CLAD GROUND ROD. GROUND ROD SHALL BE DRIVEN VERTICALLY.NOTTO ~ EXCEED 1 !:i " VERTICALLY ~ I . PULU JUNCTION IJOX SHALL ~E "CHRISTY" N16. WITH ONC PICCC COMPOSITE LIO ANO N90 SS BOLT KIT AS MANUFACTURED BY OLD CASTLE ENCLOSURE SOLUTI ONS {600..486-7070). 2. LIO SHALL BE MARKED "S TREET LIGHTING'. 3 . TOP OF VAULT SHALL OE SET FLUSH WITH SURROUNDING ADJ ACE NT SURFACE. 4. VER IFY LOCATIONS OF ALL EX ISTING UTILITI ES SE LOWGRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION. 5. UTILITY VAULT SHALL NOT BE INSTALLED l/o/lTHIN THE SOUNOARIES OF NEW OR EXISTING CURB RAMPS. 6 . PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO'foJORK. 7. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE \MTH THE AMERICAN CONCRETE INSTITUTE (ACI) 301 . JUNCTION/ PULL BOX SCALE: N.T.S -----,MATCH (E) FINISHED fil£!!Q!! NO TES : 1. TRENCH BACKFILL: CLASS II OR CLASS III AGGREGATE SASE AT 90% COMPACTION . NATIVE MATERIALS MAY SE USED AS BACKFILL \NITH WRITIEN CONSENT OF AIE . NATIVE SACKflLL COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY SUITASlLITY Of NATIVE SAC KF!LL PRIOR TO START OF CONSTRUCTION . 2. VERIFY LOCATIONS OF ALL EX IST ING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION . J . ADJUST LOCATION OF TRENCH AS RECU!REO PER RES ULTS OF UNDERG ROUND SERVICE LOCATOR RE.SUL TS TO AVOID CO NFLICT WITH EXISTING UTILITIES. 4. PATCH/ REPAIR ADJACENT SURFACES TO CONO!TION EXISTIN G PRIOR TO WORK. 5. ALL CONCRETE REPAIR 'NORK SHALL SE DONE IN ACCORDANCE WITH THE AMER ICAN CONCRETE INSTITUTE (ACl)J01 , UTILITY TRENCH 5 ~.~~;: 12 =-JAMES VACCARO A R C H I T E C T, I N C . •1:A~~:i~!~~:~,~~'.", C <IS.60e.J,IO~lt0tlE••IS.'6l,H '1fAX tlf0•JVA~CH11ECI .C OM WWW ,JVA~CH!lfCI.CCM @) --------MODUS. INC. 2.W STOCICTOtl STREET. JRD HOOR verizon" VERIZON WIRELESS :,: .. ~::i;i~~~~=-·~~ :~:. CONSULTANTS -.:I° .... 0 et: '<:I" w..-- c. 8 :::, (/) uo... ,o 11. Cl) 0 >-a a:: z >-<t:..,w !z i;j O $il wS ~ci~ $JlO <t:<t:o -,m u ~..J. ~.S o~~ ~~~u~ ~~ffiiil~ u .a_::, ~~a~ =>"' z a_~ a_ S! <{ 8 . . 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