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18-089 Encroachment Agreement, GTE Mobilnet, R.O.W. at 20345 Stevens Creek Blvd.CUPER003 / 41 77 11 R.o.~. ,1r 20?>"/5 s/CiiCiJc__, ct2<t1< 131.,.J::,, .-C.J'NJl. cc"3 ENCROACHMENT AGREEMENT Z cl This Encroachment Agreement ("Encroachment Agreement"), made this day of Mil'( , 20 _!_L_ ("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 p1incipal 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 ce1tain 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 pait 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. Proiect Description and Locations. Licensee shall have the 1ight to use the ROW for a Small Cell at the designated ai·eas in the ROW as further described in Attachment 1 attached hereto (the "Licensed Area"). 3 . Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment 1 attached hereto. 4. Term. The term of this Encroachment Agreement shall be as set forth in Section 2 of the Agreement. 5 . Fees . The initial Rent for the te1m of this Encroachment Agreement shall be $1,500.00, as dete1mined in accordance with Paragraph 5 .1 of the Agreement, as adjusted by Paragraph 5 .2. 6. Commencement Date. The first day of the month following the date Licensee has Commenced Installation of its Equipment at the Licensed Area. 7. Approvals/Fiber. It is understood and agreed that Licensee's ability to use the Licensed Area · is contingent upon its obtaining all of the ce1tificates , permits and other approvals ( coilectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities, as well as a satisfactory fiber and elechical connection which will pe1mit 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 dete1mines 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 1ight to te1minate shall be given to Licensee in writing by ce1tified IO 157948 1 _ Ldoc x 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 fu11her force or effect except to the extent of the representations , wa1rnnties and indemnities made by each pat1y to the other hereunder. Othe1wise , Licensee shall have no fu11her obligations for the payment of Rent to Licensor. 8. Miscellaneous . ------------------------- [Signature page follows] EXECUTED to be effective as of the date shown above . ATTE~ ('-' . rll-?1:~e,k APPROVED AS TO FORM CITY ATTORNEY ' FFICE Exhibits: Attachment 1 LICENSOR: City of Cupe11ino, a political subdivision of the State of California By: ~~ Name: CAIi,~ tyl~ui ------------Title: (If'( ~iJ(~11Jt(rt LICENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP, D/B /A VERIZON WIRELESS by Cellco Partnership, its General Paitner ~ By: ~ea;tt S<tev-Ad· · S ), }1 ~ Name : ~Cort &\:ELCB rt Title : Drew~~ See attached . Attachment 1 Licensed Area verizon" ~I ,uu ~ ~ o e z > ~' § STEVE SITE ..... ~I ~l!====vlcuPERT IN O ~1~11•·ia,•1r·~· DIRECTIO NS FROM VERIZON WIRELESS OFFICE WALNUT CREE K 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 OAKLANOISAN JOSE MERGE ONTO 1-680 S CONTINUE ONTO 1-280 N TAKE THE WOLFE ROAD EXIT USE THE LEFT 2 LANES TO TURN LEFT ONTO N WOLFE RD TURN RIGHT ONTO STEVENS CREEK BLVD ~~~~~1·1~ TITLE I SIGNATURE I DATE VERIZON PM --- VERIZON CM --- VERIZON RF --- MODUS PM --- MODUS CM --- UTILITIES --- LANDLORD/ PROPERTY OWNE R I B.4M#.,.\ali £1:11t•1ai PROJECT DESCRIPTION THE PROJECT INVOLVES THE IN STALLATION OF AN UNMANNED WIRELESS TELECOMMUNICATION FACILITY CONSISTING OF AN ANTENNA AND ASSOCIATED EQUIPMENT ON A CITY OF CUPERTINO REPLACEMENT STEEL LIGHT POLE IN THE PUBLIC RIGHT OF WAY. EXISTING POLE AND FOUNDATION TO BE REMOVED ANO REPLACED \IVITH NEW STEEL POLE AND CONCRETE FOUNDATION EXISTING POLE FOUNDATION TO BE DEMOLISHED TOA MINIMUM DEPTH BELOW E XISTJNG GRADE AND ABANDONED IN PLACE. GENERAL SCOPE OF WORK 0 ANTENNA ANO ASSOCIATED EOUIPMENT INSTALL A NEW CYLINDRICAL ANTENNA ANO EOUlPMENT O N A STEEL LIGHT POLE. INSTALLATION CONSISTS OF {1) NEW CYLINDRICAL ANTENNA CONCEALED \IVITHIN NEW CONCEALMENT SHROUD AT TOP OF LIGHT POLE. (2) NEW RRUS EQU IPME NT CABINETS ANO (I) NEW LOAO CENTER/ DISCONNECT MOUNTED TO LIGHT POLE ANO ASSOCIATED POVIIER. FIBER ANO COAXIAL CABLES ROUTED WTHIN LIGHT POLE. 0 PAINT AlLNEw EQUIPMENT ANO MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE . INCLUDING ANTEN NA SHROUD. MOUNTING BRACKETS. CABLE SHR O UD/ SWEEP. RRUS UNITS, RRUS MOUNTING BRACKETS ANO LOAD CENTER . 0 CABLING ~TOBE IN STALLED IN A TIGHT NEAT MANNER WTHOUT EXCESS CABLE LOOPS. 0 S!GNAGE FCC M ANDATED RF NOTIC E/WARNING ANO SHUT-DOWN SJGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIR EMENTS, THE CITY OF C UPERTINO REQU IREMENTS. THE CALIFORNIA PUBLIC UTILITIES COMM IS ION GENERAL ORDER 95 SECTION 94.5 ANO PACIFIC GAS ANO ELECTRIC REQUIREMENTS. l 1 ;,J;WH =s:a e · 1 =w:rn , ., u • ms ARC HITECT JAMES VACCARO ARCHlTECT. INC. 41 1 OONOEEWAY. UNIT C PACIFICA. CA 94044 CONTACT: JAMES VACCARO, AIA CONTACT NUMBER: (4 15) 608-3670 FAX NUMBER: (415) 963-4471 EMAIL: JVACCARO@JVARCHITECT.COM SURVEYOR HAYES LANO SURVEYING AND MAPPING 2630 MADIGAN COURT CONCORD. CA 945 16 CONTACT: R ICK HAYES CONTACT NUMBER: (925) 798-3591 EMAIL; RKSEYAH@COMCAST.NET STRUCTURAL ENGIN EER JEFFREY M. VAN DYKE.SE. 1470 FEL TA ROAD HEALDSBURG. CA 95448 CONTACT NUMBER : (707) 696-3721 EMAlL.JE FFR E Y@STRUCTU RALENGI NEER INGCONSUL TING .COW AGENT PROJECT MA NAGER MODUS. IN C. 240 STOCKTON STREET. 3RD FLOOR SAN FR ANCISCO. CA 94108 CONTACT. KEVIN BOVIIYER PHONE:(406)219-5442 EMAIL: KBOWYER@MOOUS-CORP.COM t'l::.l:{eJIJ::fN•ll::t'••••• SITE NAME: SITE ID: LOCATI ON CODE: SF _CUPER003 CPSC003 417711 LTPL188 24565 4993063026 ASSET ID : BADGE NUMBER: SERVICE ID: SITE ADDRESS : PUBLIC ROW ADJACENT TO 20345 STEVENS CREEK BLVD. CUPERTINO, CA 95014 APPLICANT VERIZON\IVIRELESS 2765 MITC HELL DR IVE. SUITE 9 WALNUT CREEK. CA 94596 CONTACT. JENNIFER HAAS PHONE:(650)759-1377 COUNTY: SITE TYPE: EMAIL: JENNIFER.HAAS@VERIZON\IVIRELESS COM AG ENT MODUS. !NC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO, CA 94 108 CONT ACT: KEVIN BOVIIYER PHONE:(406)219-5442 EMAIL: KBOWYER@MODUS-CORP COM PROPERTY OWNER CITY O F CUPERTINO CUPERTINO CITY HALL 10300 TORRE AVENUE CUPERTINO, CA 95014-3202 PHONE:(406)777-3354 EMAIL: ENGINEERING@CUPERTINO ORG A.P.N.: OCCUPANCY TYPE : CONSTRU CTION TYPE: ZONING JURISDICTION: ZONING DESIGNATION: LATITUDE (NAO 63) LONGITUDE (N AO 83): GROUND ELEVATION· ROW ADJACENT TO 316-26-090 NI A-LIG HT POLE IN ROW TYPEV-B CITY OF CUPERTINO P(CG) J 7" 19'23.04"N 122*01"46.54"W -t226.7'AMSL •'ll :.I ~{•JIJ::{otl II l~I.C•1 • '".ill'., ALL Vv'QRK ANO MATERIALS SHALL BE PERFORMED ANO INSTALLED IN ACCORDANCE W'I TH THE FOLLOWING CODES AS ADOPTED BY THE AUTHOR ITIES HAVING JURISDICTION, NOTHING 1N THESE PLANS IS TO BE CONSTRUED TO PERMIT Vv'ORK NOT CONFORMING TO TH E LATEST EOlT!ONS OF THE FOLLO\IVING CODES ANO AUTHORITIES HAVING JURISDICTION . 2016 CALIFORNIA ADMINISTRATIVE CODE. TITLE 24 PART I 2016 CALIFORNIA BUILDING CODE , TITLE 24 PART 2 2016 CALIFOR NIA ELECTRICAL CODE, TITLE 24 PART J 2016 CALIFORNIA MECHANICAL CODE. TITLE 24 PART 4 2016 CALIFORNIA PLUMBING CODE. TITLE 24 PART 5 2016 CALIFORNIA ENERGY CODE, TITLE 24 PART 6 20 16 CALIFORNIA FIRE CODE. TITLE 24 PART 9 ANSl.'TIA-222-G 20 16 NFPA 101. LIFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTRICAL CODE 2016 NFPA 72. NATIONAL FIRE ALARM CODE 2016 NFPA 13 , SPRINKLER CODE 2013 AASHTO L TS·G STATE OF CALIFORN IA GEN ERAL ORDER NO. 128 CITY/ COUNTY ORDINANCES ANO CODES ACCESSIBILITY FACILITY IS UN-MANNED ANO NOT FOR HUMAN REOUIREMENTS: HABITATION. DISABLED ACCESS NOT REOUIREC IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2, VOL. 1, CHAPTE R 11 8 . DIVISIO N 2. SECTION 11B-20J .5. SANTA CLARA COUNTY STEEL LIGHT POLE s:~~TI SHEET TITLE T-1 I TITLESHEET T-2 I SYMBOLS.ABBREVIATION S T-3 I GENERAL NOTES C-1 I TOPOGRAPHIC SURVEY. EXISTING CONDITION S A-1 I SITE PLAN, ENLARGED ANTENNA LAYO UT. ENLARGED EOU IPMEIH LAYOUT A-2 .0 ELEVATIONS A-2.1 ELEVATIONS A-3 DETAILS S-1 STRUCTURAL NOTES. DETAILS S-2 DETAILS EP-1 SINGLE LINE DIAGRAM. EQUIPMENT GROUNDING DIAGRAM EP-2 UTILITY PLAN. CONDU IT SC HEDULE. CIRCUIT DIAGRAM EP-3 DETAILS SP-1 SPEC IFICATIO NS SP-2 SPECIFICATIONS SP-3 SPECIFICATIO NS REV. i CODE COMPLIANCE~45M:t t SHEET INDEX;.,.~:;~~.';,;;~ .::·•'i.,,~t;,'~1\!!'.P~· =--JAM[S VACC ARO A R C H I T E C T, I N C . <I IOOIIC(EW>-Y urn1 c P>.ClflCAIC>.1 9.0u ,i)-.l'101't10tlE >•IShl u 11f>.X UIO CJV AI/Ollf(CI COM WWW N>-HCIHIEC I COM CLIE NT @.) MODUS. INC . 2'0St0Cl(1()HStREE1 lRO FLOOII SANFRMICISCO CA9•105 verizon" VERIZON WIRELESS 218~MITC "(ll 0RIV[ SVl1(9 W>-LNUI CREEl(CA !jol- (") 0 0 CV) ~o Wo D... () :) (f) u Cl. 10 u. Cl) 0 0 f- l--'.:j ~ 1--ro ~u Z >:'. O <( ~tiJ~Of$ <C o::<C<Co 3uus:"' <((/)()0~ S:ZzO::<D 0 ~ f'= S2 ;;; o::wO::--'O u 1--w ro J-- _ U) o.. => _J I.{) :::, 0.. ro....,. u .. ::::><'> z a.. 0 a.. N <( e . . . ISSUE 10120/2017 ] 90% CON STRUCTION 21612018 J 100% CONSTRUCTION h •ESCl'l.MISAAE •NS IRUMENTSOf'SiRVICl:>-NO>-RE FOR 1>11: CLl[Nl"SUSE $0\.Elf l"~IHl<E$PEC1 10 ltt1$ PIIOJECI IHESEPI.AH$$1W.tN01 6EM.IEREO MOOIFIECOR R(l'IIQOUCEO IN PAA! OIi INWHOlE WlflOUI PHIORWlll t[NCOUS€NI IHES[Pt.ANS AII E FOH MAl t EOI08EfUll~IZE>-tAACli02<1"X36" COf'V II IGtll:!016.IAMESVACCAHOAAC.-JECT UIC TITLE SHEET T-1 ~ !E) IN) . ' % ' AB AC AC AfC AC• ACT ADA ADJ AOMIN AfE AFF AGL AHJ ALT ALUM AMP AMSL ANDO ANSI ANT APA APPROX. ARCH ASCE ASHRAE ASSN ASSY ASTM AUTO AVE AVG AWG AWS AZ 6'B BAT BATT BC BC BO BORY BITUM BKG BLOG BLK BLKG BLT BLVD BM BOT BRG BRKT BSMT BTWN BUR BW C CTOC CAB CBC cco ccw co ANO ANGLE AT BY CENTERLINE DEGREE DIAMETER EQUAL EX.ISTING FEET INCH(ES) NEW NUMBER PER PER CENT PLATE PLUS/MINUS ANCHOR BOLT ALTERNATING CURRENT ASPHAL TIC CONCRETE AIR CONOLTIQNING AMERICAN CONCRETE INSTITUTE ACOUSTICAL CEILING TILE AMERICANS WTH DISABILITIES ACT ADJACENT AOMIN\STRATION ARCHITECT/ E NGINEER ABOVE FINISHED FLOOR ABOVE GROUND LEVEL AUTHORITY HAVING JURISDICTION AMERICAN INSTITUTE O F ARCHITECTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM AMPERE ABOVE MEAN SEA LEVEL ANODIZE AMERICAN NATIONAL STANDARDS INSTITUTE ANTENNA AMERICAN PLYWOOD ASSOCIATION APPROKIMATE ARCHITECT AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY OF HEATING, REFRIGERATING ANO AIR CONDITIONING ENGINEERS ARCHITEcrs SUPPLEMENTAL INSTRUCTIONS ASSOCIATION ASSEMBLY AMERICAN SOCIETY FOR TESTING AND 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 CABINET CALIFORNIA BUILDING CODE CONSTRUCTION CHANGE DIRECTIVE COUNTERCLOCKWISE CONSTRUCTION DOCUMENTS ABBREVIATIONS co CEC CONSTRUCTION DRAWINGS CALIFORNIA ELECTRICAL CODE CEM Pl.AS CEMENT Pl.ASTER CERT CERTIFY CFC CALIFORNIA FIRE CODE CFICI CONTRACTOR FURNISHED/ CF/01 CFM CHK C•R CJ CJ CL CLASS CLG CLR CM CMC co co, COAX CONC COND CONN CONT COORO CDR COOR CPT cs, CSK CSMT CT CTG CTR CTR L cu CUYO cw CYL ' D DBL DC DEF DEG DEMO DEPT OET OF O>A OIAG Q,FF o,M DISC DIST o,v DL DMARC ON DR OR OS OWG E EA EE EF EF EFS EGR EtFS EJ EL ELAST ELEC ELEM EMF ENGR EPA EPOM ED EQUIP EQUIV EW EX.CL CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ OWNER INSTALLED CUBIC FEET PER MINUTE CHECK CIRCLE CONSTRUCTION JOINT CONTROL JOINT CENTERLINE CLASSIFICATION CEILING CLEAR CONSTRUCTION MANAGER CALIFORNIA MECHANICAL CODE CONCRETE MASONRY UNIT COMPANY CERTIFICATE OF OCCUPANCY COAXIAL CABLE CONCRETE CONDITION CONNECT CONTINUOUS COORDIN ATE CHANGE ORDER REOUEST CORRIDOR CARPET CONSTRUCTION SPEC IFICATIONS INSTITUTE COUNTER SUNK CASEMENT CERAMIC TtLE COATING CENTER CONTROL COPPER CUBIC YARD CLOCKWISE CYLI NDER PENNY (NAIL) DEPTH DOUBLE DIRECT CURRENT DEFINITION DEGREE DEMOLITION (DEMOLISH) DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIFFERENCE DIMENSION DISCONNECT DISTANCE DIVISION OEAOLOAO DEMARCATION POINT DOWN DINING ROOM DOOR DOWNSPOUT DRAWING EAST EACH EACH ENO EACH FACE EXTERIOR FINISH EXTERIOR FINISH SYSTEM EMERGENCY GENERATOR RECEPTACLE EXTERIOR INSULATION ANO FINISH SYSTEM EXPANSION JOINT ELEVATION ELASTOMER IC ELECTRIC ELEMENT ELECTROMAGNETIC FREQUENCY ENGINEER ENVIRONMENTAL PROTECTION AGENCY ETHYLENE POLYSTYRENE BOARD EOUAL EQUIPMENT EQUIVALENT EACH WAY EXCLUDE EXP EXP EXT EXT F FAB FAR FDTN FE " FFtE FH "N FLASH FLEX FLR FLOUR FM FO FO FOC FOF FOS FOW FP FP FR FR FRMG FRP FRT FRWY FT FT FT FT/LB FTG FURN FUT GA GA GAL GALV GB GC GE N GFCI GLULAM GSB GSM GSM GUAR GYP GYP60 GYP HOG HOW HEX HGR HLON HM HORIZ HS HT HVAC HWY HYO >AO ,ec ,cc ,o ,o ,o " "5 ILLUM IMEO ,N INCAND INCL INFO INSUL ,NT ,R ,so ,so J·BOX JST K K>P "" KO EXPANSION EXPOSED EXTERIOR EXTINGUISHER FAHRENHEIT FARICATE(DJ FLOOR AREA RATIO FOUNDATION 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 FIREPROOF FIRE RATING FIRE RESISTANT FRAMING FIBER REIN FORCED PLASTIC FIRE RETARDANT TREATED FREEWAY FEET FIRE TREATED FOOT FOOT/ POUND FOOTING FURNISH FUTURE GAGE GYPSUM ASSOCIATION GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GLUED LAMINATED V\/000 GYPSUM SHEATHING BOARD GALVANIZED SHEET METAL GLOBAL SYSTEM FOR MOBILE COMMUNICATION GUARANTEE GYPSUM GYPSUM BOARD GYPSUM PLASTER HOT DIPPED GALVANIZED HARDWARE HEXAGONAL HANGER HOLODOVVN HOLLOW METAL HORIZONTAL HIGH STRENGTH HEIGHT HEATING, VENTILATING ANO AIR CONDITIONING HIGHWAY HYDRANT INDOOR A1R OUAUTY INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL IDENTIFICATION INSIDE DIAMETER INSIDE DIMENSION INSIDE FACE INSIDE FACE OF STUD ILLUMINATION IMMEDIATE INCHES INCANDESCENT INCLUDED INFORMATION INSULATION INTERIOR INSIDE RADIUS INTERNATIONAL STANDARDS CODE ISOMETRIC JUNCTION BOX. JOIST THOUSAND THOU SAND POUNDS KITCHEN KNOCKOUT L L LAD LAG LAM LAT LAV LB LBS LED LF LH LHR LHS LKNT LKWASH LL LLH LLV LN LNG LOC LONG LT LTD LTE LTG LVO LVR MAINT MAN M ATL MAX MB MC MOF MECH MED MEMS M FR MFR REC MHZ M>O MIN MIRR MISC MK ML MLDG MLv.,( MN MOO M0D61T MR MS MSB MTO MTG MTG MTL MULL MULT MUT N NA NC NEG NFPA N,C NO NOM NORM NRC NRCA NS NTP NTS o, 0/0 0 oc occ OD OF OF/Cl OFS OPH OPNG ANGLE LENGTH LADDER LAG BOLT LAMINATE LATITUDE LAVATORY LAG BOLT POUNO LIGHT EMITTING DIODE LINEAR FEET ' LEFT HANO LEFT HANO REVERSE LEFT HAND SIDE LINEAR LOCKNUT LOCKWASHER LIVELOAO LONG LEG HORIZONTAL LONG LEG VERTICAL LANE LIQUID NATURAL GAS LOCATION LONG!TUOINAL LIGHT LIMITED LONG TERM EVOLUTION LIGHTING LOUVERED LOUVER MAINTENANCE MANUAL MATERIAL MAXIMUM MACHINE BOLT MC CHANNEL MEOIUM·DENSITY FIBREBOARD 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 N EGATIVE 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 NOTTO SCALE OVER OUT TO OUT OXYGEN ON CENTER OCCUPY OUTSIDE DIAMETER OUTSIDE FACE OWNER FURNISHED/ CONTRACTOR INSTALLED OVVNER FURNISHED/ OIIVNER INSTALLED OUTSIDE FACE OF STUDS OPPOSITE HANO OPENING OPP OPT OSHA PAR PAR PART PAT PB PB PED PEN PERF PERIM PERM PERP PH PKWY PL PL PLAS PLAS PLAT PLYWO PN PNL PO PPC PREFAB PRELIM PREP PREV PROJ PROP PSF PSI PT PT PT PV PVC PWR oc OTY DUAL R R RB RCP RO RO REBAR REC RECD RECPT RECT REF RElNF REM RED REDO RES!L REV RF RF R" RFP RH RH RHR RL RM RNO RO ROW RR RRU RWD Rwt s SCH so SE SECT SEL SEP SF SHT SHTHG S•M SJ SK SKLT SLNT SLV SPEC SPKLR SD OPPOSITE OPTIONAL OCCUPATIONAL SAFETY ANO HEALTH AOMINISTRAT10N PARALLEL PARAPET PARTIAL PATTERN PAt~lC BAR PULL BOX. PEDESTAL PENETRATE PERFORATED PERIMETER PERMANENT PERPENDICULAR PHASE PARKWAY PLATE PROPERTY LINE PLASTER PLASTIC PLATFORM PLYWOOD PART NUMBER PANEL PURCHASE ORDER POWER PROTECTION CABINET PREFABRICATE(O) PRELIMINARY PREPARATION PREVIOUS PROJECT PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT POST TENSIONED PRESSURE TREATED PHOTOVOLTAIC POLYVINYL CHLORIDE (PLASTIC) POWER DUALITY CONTROL QUANTITY DUALITY RADIUS THERMAL RESISTANCE RUBBE.R BASE REFLECTED CEILING PLAN ROAD ROOF DRAIN REINFORCING STEEL BARS RECESSED RECEIVED RECEPTACLE RECTANGLE REFERENCE REINFORCE REMOVABLE REQUIRE REQUIRED RESILIENT REVISION RADIO FREQUENCY RESILIENT FLOORING REOUEST FOR INFORMATION REQUEST FOR PROPOSAL RIGHT HANO ROOF HATCH RIGHT HAND REVERSE ROOF LEADER ROOM ROUND ROUGH OPENING RIGHT OF WAY RAILROAD REMOTE RADIO UNIT REDWOOD RAIN WATER LEADER SOUTH SCHEDULE SMOKE DETECTOR STRUCTURAL ENGINEER SECTION SELECT SEPARATE SOUARE FOOT (FEET) SHEET SHEATHING SIMILAR SCORED JOINT SKETCH SKYLIGHT SEALANT SLEEVE SPECIFICATION SPRINKLER SQUARE SOFT SOIN ss ST ST STC STD STL STIF $TOR STR STRUCT SUB SUP SURR SUSP SYM SYMM T T&B T&G TSM TB TELCO TEMP THERM THK THRES THAU TMA TN TO TDC TOF TOF TOP TOPO TOS TOW TRANS TRANS TS TYP UG UL UMTS UNO UON UTIL UV V VAR VCT VENT VERT V,F voe VOLT w w vw w,o WNV WC WO WFBM wt WM WO wP wP wPM WR WR WRB WT WNF Wl'JM WWR X BRACE X.FMR YD SQUARE FOOT SQUARE INCH STAINLESS STEEL STAIRS STREET SOUND TRANSMISSION CLASS STANDARD STEEL STIFFENER STORAGE STRAIGHT STRUCTURAL SUBSTITUTE SUPPLEMENTARY SURROUND SUSPEND SYMBOL SYMMETRICAL TREAD TOP AND BOTTOM TONGUE ANO GROOVE TIM E ANO MATERIALS THROUGH BOLT TELECOMMUNICATIONS COMPANY TEMPORARY THERMAL THICKNESS THRESHOLD THROUGH TOWER MOUNTED AMPLIFIER TRUE NORTH TOP OF TOP OF CONCRETE TOP OF FLOOR TOP OF FOOTING TOP OF PARAPET TOPOGRAPHY TOP OF SLAB TOP OF WALL TRANSPARENT TRANSFORMER TUBE STEEL TYPICAL HEAT TRANSFER COEFFICIENT UNDERGROUND UNDERWRITERS LABORATORIES UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNLESS NOTED OTHERWSE UNLESS OTHERWISE NOTED UTILITY ULTRAVIOlET VOLT VARIES VINYL COMPOSITION TILE VENTILATION VERTICAL VERIFY IN FIELD VOLATILE ORGANIC COMPOUND VOLTAGE WEST WOE WTH WITHOUT WALL TO WALL WATER CLOSET WOOD WIDE FLANGE BEAM VV\NO LOAD WIRE MESH WORKOROER WATERPROOFING WEATHERPROOF WATERPROOF MEMBRANE WATER REPELLENT WATER RESISTANT WATER RESISTIVE BARRIER WATER RESISTANT MEMBRANE WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH VVELOEOWIRE REINFORCEMENT CROSS BRACE TRAN SFORMER YARD 13 ROOM-ROOM NAME (]§§}--ROOM NUMBER ,¢> ~COLUMN 0--DOORTAG 0--WINDCYo/llTAG ~ SECTION REFERENCE SECTION NUMBER SHEET NUM BER &0-:::ISION NUMBER REVISION CLOUD ,--..,~DETAIL REFERENCE t---~~~~~I~ ~i:::; ~ ELEVATION REFERENCE ELEVATION NUMBER SHEET NUMBER X 0-=INTERIOR ELEVATION REFERENCE X. SHEET NUMBER X--ELEVATION NUMBER ----0--wALL TAG ~EQUIPMENT TAG ~!!L_OOOO --:~:ATION ---0--~;~~RENCE MATCH LIN§._MATCH -----LINE BREAK LINE ..........-PIPE BREAK MARK -----<t.-CENTERLINE --PROPERTY/ LEASE LINE GRAPHIC SYMBOLS j 1 1wr1wH111111w1'n11 EARTH 170;va ~~~ED P%NJS'Q!J ~~~~~,EgRAVEL r·~;~~·r;:'-.;,.:.::~:,."..·{·i:-;_;1 SANO ,. 4 • I CONCRETE j.OOQOO·I ~~~~~~~E r~ 6RICK(PLAN) 1:.;.f.:).,'l':f::]?J:'.jj BRICK (SECTION) ~J ~~~g~~~EUNIT (PLAN) j I j j I ~~~g~~~EuNiT (SECTION) ~ OlMENSIONALLUMBER ~ (CONTINUOUS) ~ ~~~~~u~~~) l>t'+-t>~~,ttPJt·1 PL 'MOOD r:tt!tfa-.'tl GLULAM r~sTEEL .---, STEEL L J STUD F6tNNR0M ~NiJLATION 1§:i:ij:j:1:j:f§l#I I ~~~~DLAT>ON fi ·-··· ·· ··~ {·' ·I ~N~Au~:i~~Y I : : I ~~~~~ARO t1 ~ C> c> ~, ~~S;~~ ANO WIRE MESH I MATERIALS SYMBOLS 12 .=-JAM1S VACCARO -A R C H I T E C T, I N C. <1 1 DOl•DEEW•T UUll C ~•CltlCA, 1 CA ot ,O" •U.'6llJo.70fllOtlE ••l)9tl."111A~ IIIOtJVA,lC!illECI COM WWW JVA~Cli11EC ! COM CL1EtIT_ @) MODUS. INC. )<IOSTOCI\T01iST"E€1 JIIOFlOOft SANHIA1,CISC0 CA9•1ot verizon" --VERIZON WIRELESS 17&~1.11 1Cllfll01t1\IE,SU1l€9 W"-lNUlCH€€K CA":MI CONSULTANTS M 0 o(") ct:: 0 Wo a. (_) ::> CJ) (.) 0.... I U LL Cl) 0 0 f- l-~ dJ I-m ~ 0 z :::s::: 0 <( ~~:£Clo <C(l'.<C<(~ 3uusm <C<flc50~ s z z (l'.<O o~ ~S:?M Cl'. w Cl'._, 0 ul-wm 1--en a..::::, _J U') :::) a.. ro ...r 0 .. ::JM Z 0.. 0 0.. N <( ® . . . REV I DATE ISSUE 10120/2017 I 90% CONSTR UCTION 21612018 I 100% CONSTRUCTION !>JES!' Pl,',NS AA E IN5IRV1.1ENIS0f S£11111CE M>0 "-11 € f Oll l>llCllUll'SUSEl>OI.EllW.l !i RESf'ECI !01...S ~E~~11~i~f~~f ~~. S>EE1 111lE SYMBOLS, ABBREVIATIONS St<iEI IUi"'IIEII T-2 Genera otes GENERAL NOTE S 1. CONTRACTOR SHALL VERIFY ANO COORDINATE ALL NEW ANO EXISTING CONDITIONS ANO DIMENSIONS AT JOB SITE FOR COMPARISON WTH DRAWINGS ANO SPECIFICATIONS PRIOR TO BIDDING ANO START OF CONSTRUCTION IF ANY DISCREPANCIES. INCONSISTENCIES OR OMISSIONS ARE FOUND. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED. IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING WITH V.ORK 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER FOR CLARIFICATIONS ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR ANO COORDINATED IMTH ALL OF THE WORK OF ALL TRADES IF DISCREPANCIES ARE FOUND. THE CONTRACTOR SHALL NOTIFY TH E ARCHITECT/ ENGINEER IN WRITING FOR CLARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF V.ORK 3 ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE NOTIFY THE ARCHITECT/ ENGINEER OF ANY ABBREVIATIONS IN OUESTION 4. ALL MATERIALS FURNISHED ANO INSTALLED SHALL BE IN STRICT ACCORDANCE W'ITH ALL APPLICABLE CODES. REGULATIONS, ANO ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES ANO COMPLY W'ITH ALL LAINS. ORDINANCES. RULES. REGULATIONS. ANO LAVVFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. S. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS ANO LOCAL JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE CODE ANO REGULAT IONS. 6 UNLESS NOTED OTHERW'ISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT. APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7 THE CONTRACTOR SHALL INSTALL ALL EOU1PMENT ANO MATE RIALS IN ACCORDANCE W'ITH MANUFACTURER"$ RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8 IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHO'NN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER . 9 LE GAL EXITS SHALL NOT BE BLOCKED AT ANYTIME. 10 TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REOUIREO BY LOCAL CODES. 11 THE ARCHITECT/ ENGINEER SHALL BE CONSULTED IN ANY/ ALL CASES WHERE CUTTING INTO AN EXISTING STRUCTURAL PORTION OF ANY STRUCTURE IS NECESSARY PRIOR TO PROCEEDING WITH WORK. 12. CONTRACTOR SHALL VERIFY ACTUAL ROUTING OF CONDUIT. POWER ANO FIBER CABI.ES GROUND CABLES AS SHO'NN . CONTRACTOR SHALL SHALL ADO NEW CONDUIT AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING \MTH THE CONSTRUCTION MANAGER. 13. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS. CURBS. LANDSCAPING ANO STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION Of THEO'NNER 14 CLEAN UP ANO DISPOSAL-REMOVE DEBRIS. RUBBISH ANO WASTE MATERIAL FROM THE OWNER"S PROPERTY TOA LAWFUU LEGAL DISPOSAL AREA ANO PAY ALL HAULING ANO DUMPING COSTS. CONFORM TO PERTAINING FEDERAL. STATE ANO LOCAL LA\NS, REGULATIONS ANO ORDERS UPON COMPLETION OF WORK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN ANO FREE FROM DEBRIS. CLEAN ALL STAINS. PAINT SPOTS. DROPPINGS . ANO OTHER BLEMISHES. 1S. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK ANO SURFACE S FROM DAMAGE DURING THE COURSE OF CONSTRUCTION ANO SHALL REPLACE ANDI OR REPAIR ALL DAMAGED SURFACES CAUSED BY THE CONTRACTOR OR SUBCONTRACTOR PERSONNEL TO THE SATISFACTION 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 EXISTING UTILITY SERVICE TO MAKE CORRECTIONS ANO/ OR CONNECTION. A MINIMUM OF 48 HOUR S ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER INTERRUPTIONS !N UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION ANO SHALL BE APPROVED IN ADVANCE BY THE OWNER . 18. ALL CONTRACTORS PERFORMING WORK ON THE SITE SHALL BE RESPONSIBLE FOR INITIATING. MAINTAINING ANO SUPERVISING A REASONABLE ANO 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 SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND RELATED SERVICE CONNECTIONS W'ITH THE RESPECTNE UTILITY COMPANIES. 20. THE CONTRACTOR SHALL COORDINATE THE REMOVAL. ABANDONMENT. AND/ OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW GRADE WITH THE RESPECTIVE UTILITY COMPANIES 21 THE CONTRACTOR SHALL PERFORM ALL WORK \MTHIN PUBLIC RIGHTS·OF,WAY ACCORDING TO LOCAL JURISDICTIONAL STANDARDS ANO SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES. 22 . ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301 23. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE IMTH AISC SPECIFICATIONS. 24 . TH E EXISTING SITE IS IN FULL OPERATION . ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK MUST BE COORDINATED WITH THE OVo/NER . AL SO. WORK SHOULD BE SC HEDULED FOR AN APPROPRIATE WINDOW TO MINIMIZE DISTURBANCE. 25 THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED IN 'A'RITING OF ANY SUBSTITUTION S. INCLUDING CHANGES IN PRODUCTS. MATERIALS. EQUIPMENT AND DETAILS OF CONSTRUCTIONS FROM THOSE SHO'NN . THE SUBSTITUTIONS PR OCEDURES PER SPEC IFICATIONS SECTION 01 2S 00 SHALL BE FOLLOV\11:D . THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PERFORMANCE ANO ASSOCIATED COSTS FOR ANY SUBSTITUTION NOT APPROVED IN 'A'RITING BY THE ARCHITECT/ ENGINEER PER SPECIFICATIONS SECTION 01 25 00 26. PROVIDE A PORTABLE FIRE EXTINGUISHER VVITH A RATING OF NOT LESS THAN 2·A OR 2·A/\0,8C \N!THIN 75 FEET TRAVEL DISTANCE TO AL L PORTIONS OF THE WORK AREA DUR ING CONSTRUCTION 27. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO PREVENT STOR M WATER POLLUTION DURING CONSTRUCTION 28 SHOP ORA\MNGS SHALL BE SUBMITTED FOR ALL EQUIPMENT ANO MATERIALS \rVHICH MUST INTERFACE ANO COORDINATE WITH OTHERS. \rVHETHER 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 METALLIC MATERIALS 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 \MTH AN APPROVED PRESERVATIVE. I . THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES ANO CONDUCT UNDERGROUND UTILITY LOCATING ANO MAPPING PRIOR TO THE ST ART OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER. WATER. GAS. ELECTRIC. ANO OTHER UTILITIES \rVHERE ENCOUNTERED IN THE VVORK , SHALL BE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE VVORK. SHALL BE RELOCATED AS DIRECTED BY CONSTRUCTION MANAGER ONLY UPON APPROVAL OF SPECIFIC UTILITY OII\/NER . EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES 3. ALL SITE \o\lORK SHALL BE AS INDICATED ON THE DRA'MNGS AND PROJECT SPECIFICATIONS. 4. IF NECESSARY. RUBBISH. STUMPS. DEBRIS, STICKS. STONES ANO OTHER REFUSE SHALL BE REMOVED FROM me SITE ANO 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 ANO/OR CAPPED. PLUGGED OR OTHER'MSE DISCONTINUED AT POINTS WHICH 'MLL NOT INTERFERE IN!TH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR . OWNER ANO/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 ANO/ OR AS SISTVVITH REPAIR . 9 . CONTRACTOR SHALL PROV10E ADEQUATE SHORING. BACKFILL ANO OTHER PHYSICAL SUPPORT TO PROTECT UNDERGROUND UTILITIES. 10 CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 1 I . THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE \MTH VERIZON W'IRELESS ANO AUTHORITY HAVE JURISDICTION SPECIFICATIONS FOR SITE SIGNAGE . 12 . CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION EROSION CONTROL MEASURES. IF REOUIRED OU RING CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION ANO SEDIMENT CONTROL. CONCRETE NOTES 1. ALL POURED•lN,PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4.000 PSI AT 28 DAYS. UNLESS OTHERWISE NOTED (DESIGN BASIS 2.500 PSl,NO SPECIAL IN SPECTION REOU!REDI. CEMENT TO BE TYPE ll FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE VVITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE IN STITUTE 3. ALL REINFORCING STEEL. ANCHOR BOLTS. DOWELS ANO 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 DETAILED. REFER TO ARCHITECTURAL, MECHANICAL. PLUMBING ANO ELECTRICAL ORA\N!NGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS. BEAMS, WALLS. ETC. IMTH 314 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHER\MSE. I. REINFORCING STEEL SHALL CONFORM TO ASTM A,615 GRADE 60 U ON. 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 CONCRETE OR GROUTING MASONRY. 4 REINFORCING STEEL SHALL SE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. ~-STEEL NOTES 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED ANO ERECTED IN ACCORDANCE \MTH A LS 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. GRADE 8 4. PLATES SHALL CONFORM TOASTM A·36. 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 MANUFACTURER"$ 1/vRITTEN RECOMMENDED PR OCEDURE. THE BOLT. DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE ORAlllnNGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL VVHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS. REQUIRED BY GOVERNING CODES. SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER"S MAXIMUM ALLOWABLE LOADS. WELDING NOTES 1. THE QUALITY OF MATERIALS AND THE FABRICATION OF ALL WELDED CONNECTIONS SHALL BE JN CONFORMANCE \MTH THE AMERICAN WELOlNG SOCIETY'S STRUCTURAL WELDING CODE.AWS 01 .1 LATEST EDITION . 2. WELDING SHALL BE LIMITED TO SINGLE PASS FILLET WELDS. AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN AN APPROVED SHOP PER CBC SECTION 1704 2.5.2. NO SPECI AL INSPECTION OF WELDING IS REQUIRED. 3. ALL li\lELOING SHALL BE DONE BY CERTIFIED WELDERS USING PRE,QUALIFIEO WELDING PROCEDURES. PAINTING NOTES I . EXTRA MATERIALS: DELIVER TO OWNER 1 QUART OF EACH COLOR AND TYPE OF FINISH COAT PAINT USED ON PROJECT. IN CONTAINERS. PROPERLY LABELED ANO SEALED. 2 . MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHERW'ISE 3. MATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER ANO WITH SUBSTRATES. 4. FOR EACH COAT IN A PAINT SYSTEM. PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR use IN PAINT SYSTEM ANO ON SUBSTRATE INDICATED. 5. REMOVE HARDWARE. ANO SIMILAR ITEMS THAT ARE NOT TO BE PAINTED. MASK ITEMS THAT CANNOT BE REMOVED. REINSTALL ITEMS lN 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 WILL NOT DAMAGE NEVVLY PAINTED SURFACES. 7. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS. SPOTTING. HOLIDAYS . LAPS. BRUSH MARKS. ROLLER TRACKING. RUNS. SAGS. ROPIN ESS. 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. ANO APPEARANCE. 10. SEE SPECIFICATIONS SECTION 09 90 00 FOR PAINTING AND COATING SPECIFICATIONS. LI GHTING NOTES 1. LUMINAIRES. JUNCTION BOXES.1-112· RIGID METAL CONDUIT. 1-112" PVC CONDUIT. ANO POLES SHALL COMPLY WITH SECTION 86 OF THE CAL TH ANS ST ANDARD SPECIFICATION S ANO CITY OF CUPERTINO STANDARD DETAILS. 2 LUM1NAIRES MAY BE CUT OFF. TYPE M·11 OR M·IU 1.E .S. I.IGHT DISTRIBUTION. UNLESS OTHERWISE NOTED AT CUL-OE·SACS use TYPE M,111 OR BETTER. UNLESS OTHERWISE NOTED 3. THE ELECTROLIER ARM LENGTH SHALL BE TWELVE FEET FOR FORTY FOOT STREET WIDTHS! WITH SIDEWALKS, EIGHT FEET WTHOUT SIDEWALKS. AND SHALL BE FIFTEEN FEET AT CUL·DE-S ACS. 4. 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 ELEC1"ROLIER ON ANY UNGROUNDED CONDUCTOR CONDUCTORS SHALL BE #8 THW UNLESS OTHERWISE NOTED ANO ALL SERVICE SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCAT ED AT THE LUMINAIRE UNLESS OTHERWISE NOTED. 5 . THE CONTRACTOR SHALL OBTA!N A SERVICE POINT CONFIRMATION ANO A CLEARANCE FROM THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT PRIOR TO INSTALLING ANY FOUNDATIONS. POLES. CIRCUITS ANO CONDUCTORS. UNDERGROUND SERVICE ALERT SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTILITIES. 6. PRIOR TO PLACING ANY WORK OTHER THAN CURB ANO GUTTER . THE CONTRACTOR SHALL SUPPLY THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT WITH A PACIFIC GAS ANO ELECTRIC COMPANY ELECTRICAL POWER OEStGN WITH ELECTRICAL SERVICE POINTS ANO POLE NUMBERS. 7. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER IS REOUIRE TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBMITTAL TO PACIFIC GAS AND ELECTRIC). 8 . CONTACT PACIFIC GAS ANO ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT TH E CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRICAL INSPECTIONS. 9. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL , MANUFACTURER"$ SUBMITTALS FOR ALL NEW LUMINAIRES 10. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL =-JAME S VACCARO A R C H I T E C T, I N C . •11DO"DEEwA, UllllC ,,.c.,,c,.,c,.,,.o .. al~.60e 3610 PH0 tlt:1 Ol ~hl.U II fAX llfO •Jv •~c .. ulCI COM WWW ,JVA ~Cl111 (C!.COM ~!-!~~ @) MODUS, INC'." ?OOSTOCKfOHSIHEET 31tD FlOOfl SANFHAl.clSCO CAt•1oa verizon" VERIZON WIRELESS 218~Ml fCt<EHOklV L SUITEi WAlllUT CFI EE.t CA~:hS CONSULT~AN~T~s _____ _ M 0 0 e::: (") w8 a. u ::> Cf) (.) 0.. 10 u. Cl) 00 f- f-> z r° a5 V W z ,co Si ~t±1~0o <(Q'.<(<(gi 3uus"' <(U)QO~ SZzn'.<O o~f=~;:; er:: w a:::: _J 0 0 r-wco r- -U) a..::> _J I.() ::, a.. CO V (.) .. ::JM Z (l_O (l_ N <( 0 . . ' REV I DATE I ISSUE 10/2 012017 I 90% CONSTRUCTION 21612018 I 100"4COt~STRUCTION CODE . 1---t---t------- 11 . ALL OVERLOAD PROTECTION (FUSES) SHALL BE 1---t---t------- SIZEO IN ACCORDANCE VVITH THE NATIONAL ELECTRICAL CODE. 12 . WHENEVER AN INSTALLATION IS NEAR ANY OVERHEAD WIRES/ CONDUCTORS. A CLEARANCE: MUST SE OBTAINED FROM PACIFIC GAS ANO ELECTRIC PRIOR TO INSTALLATION !HESEPL,t.NSAl'IEINS !HUMEIIISOFSEFIV1CEAN0Al'lf FOR l 11EQ.>ENT'SUSES01.ElYVYl l>tHESPEC110 !ffiS PMOJECl IHESEPLANSSHAtlNOIIIEALIEHEO M0Clf1ED0H FIEl"HOOUCEDI N PAHI OH 1NVY1tOlE v.ll~U~:,~1:;i~~1;:~'.;'~S::i ~~~~~~ltN~-AIIE COPYIOGO\l::016.JAMES VACCARO AIICffiTECI INC GENERAL NOTES T-3 1 ..... '""''"' ENf1H BERM L.AHO.s:c.AP£ ARE4 ~ EAR 1H BCRll~ARCA ~ ~ ~~ -r~:,£:$ <::::t GEODETIC COORO/NA TES TAKEN HERE AT CENTER OF SECTORS (HAD a,) ,if.;:: !it= DtlST1NC GROUNO EU'VA noN.· AT BAS£ OF LT P«E•~1' AMSl DOSTINO S11ft/CnJRC O\Ot,W. HIGN POINT! 10P OF' S£HSOR .. :,1.,• AGL N r"/;,,$> ~J~ PROJECT AREA 10 SCALE GRAPHIC SCALE w*e s ~ ~ (Lllf'U.'1') lhM>b -10 I\, = / PA~D '"'""' .. P.U.E.~r RJCHT OF WAY -Nts:n1•40 ; CIJRfJ, OOTTCR ANO siiE'iM.k ~ . j s 0 C(C0£tlCCOOAfllHAl(S #SPOTDL\1All0N 't-OISHNtl'DO(A t><J ~~=:VAL',( -0 QJYCCNO'JCTOR e ICIUf,IO ...SNOT£0 'tl, --= I) UQiTPOI.£ D EUCTRICAL TRAHsroftMIJt ~ ~l~c::t:::~~~T ~ lUD'ttONtVMJLT "i:~M~ o°"GAS MC1VI ----~"" ---DiMN UHICFVICE: :.;...::~~-,,.-fi"",.]',;'::,,.."':',,'."'/,J. POU 1DD Q'AMf'1l11',,J ,;r- (ll3Sl1NC GROUND CUVATION: AT BA.SC OF' tr PQ.C-22d.1' AAISl. POLE DETAIL 5 SCA££ ,._ S' SURVEYOR'S NOTES Ail. EAS(MENTS CONTAINED IN SAJO TITLE REPORT Af"F'(C11NC THE tt,OilEOIATE AREA SURROUNDING THE LEASE H"VE 8E£H PlOmo. SURVEYOR HAS NOT PERFORMCO ,. SEARCH Of PUBLIC RECORDS TO OElERI.IINE ANY DU'ECT IN TITLE ISSUED. lHE BOUNDARY SHO~ HEREOH IS PLOTTEO FROM RECORD INFORMATION ANO OOES NOT CONSTITIJTE A BOUNDARY SUR'vf:Y Of THE PROPERTY. UTIUJY NOTES SURVE:YOA OOCS NOT GUARNHEE 'THAT AU. UTlUTl£S ARE SltO'M-1 Oft THEIR LOCATIONS. IT IS THE RESPONSIBILITY Of lliE CONTRACTOR ANO O['<(L.OPER TO CONTACT U.S.A. AND ANY OlHER INI/OL~ AG(NCl[S TO LOCATE ALL UTIJTIES PRIOR TO CONSTRUCTION. REWO\IAL. RELOCATION ~0/ OR RCPLACOIENT IS TI-l[ R(SPONSIBIUTY Of lH[ CONTRACTOR. DfJSTINC ,,,,u,,,c M .. """' E -o -"'"'"'" .,..,,NC PAl,[l) = ''"""' CUi'l1. CUTTER-Niii CUPERTINO r~1 ,•, ;;:r~17'tl~,~:h g .·I ,,: ....• 1 VICINITY MAP N.T.S. PROPERTY INFORMA TlON CP _cu>ER003 t N ... SITE, ~CP~s~=='--------- 20.J.f.S STEVENS CREEK 80UL£VARD CUPERnNQ CA 95014 BASIS Of 8EAAtJG BEAAINCS SHO'NED HEREON ARE BASED UPON U.S. STATE PLAHE NADl!U COOROINATt SYSTEM SrA IE~NECOOIIO!NArC ZONE~ OElERWLN[D BY CPS OBSERVATIONS. BENCHMARK ELEVATION ESTA8USHEO rROM CPS OERl\otD OAlHOMETRIC HEIQH'S, APPL'11NC G[OICI 911 SCPARATIONS, CONSTRAIN~C TO NCS CONTROL STAllot,1 ·wrz· Et.£\IATION ... 450.0' (NA'ID88) SURVEY DATE 8/15/16 ,,..,, SI.JRFACC_ """"" ""'°"'c STEVENS CREEK BOULEVARD ~ WJ7ER AND SU1l'AtX ~ ~ OVERA LL VIEW 30 SCALE 1 ~ ;::::i z ~ >-< ~ ~ ~ 0 E- f ~ ~1~ ~ i~ m ~1 • m V\ J.r ~~! \.l} J t ~":r: > ~~:~ ~ "11 ?~i :t= .J<t: ~~~ 1: 0 N ·-I. ~ ~ ~ w ~ ~~§ 0 :...::: ' --lL:JR: --lL:J N,..., :..:.J 0:: ' ~'1 :i:u ;q ~ ~:;: ~ ~~!::!~ ~ ~ tt: &! :::;::: 0 _.. "' "" ~ "' - 0 ~ Q~ o enc::< c::gz. <u ~~~;o ~1e;t;gf u ~ ~ ~ u {~ ~ A P N 316~09'0 (E) lANDSCAPING i (N) VERIZON W IRELESS ~&2 I (f;ffi)EQU1PMENT/ ANTENNA LOCATION A-2 .1 A-1 A-1 AT REPLACEMENT STEEL STREET LIGH T POLE BADGE #24565 ' (E) DRIVEWAY _____________________________________ s TE VEN s _c R EE K _B o_u L_E V_A R_D ---------------------------------------- NOTE: 1. E)I.ISTING UNDERGROUND SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE ONLY ANO SOLELY BASED ON CLIENT PROVIDED INFORMATION IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACCURATE VERTICAL ANO HORIZONTAL LOCATION OF ALL EXISTING UNDERGROU ND UTILITIES PRIOR TO COMMENCING CONSTRUCTION . NO REPRESENTATION IS MADE THAT ALL EXISTING SUBSURFACE UTILITIES ARE SHOWN. 2. SEE SITE WORK NOTES ON SHEET T-3. SITE PLAN ~ (E)TREETOBEPRUNED TO PROVIDE CLEARANCE FROM (NJ LIGHT POLE DEMO(E) POLEcoNCRETE----.. ..J'-..-~-..... ~----.>..-~~-----v ,1 FOUNDATION TO A DEPTH OF 12"MIN. BELOW GRADE. DISCONNECT. CAP & MAKE SAFE (El CONDU1T & CONDUCTORS & ABANDON IN PLACE. PATCH.I REPAIR (E) LANDSCAPING IN KIND (El STEE~ STREET----+- LIGHT P~LE TO REMOVE- Ll(N) "'."JRONG WAY- s-£)S1GN (R5-1b SIGN) ,1 (El CONCRETE cURe <I L'.\ <I \ CO NCR ETE GUTIER S TEVEN S CR EE K ENLARGED EQUIPMENT LAYOUT B O ULEVARD ,. 2' 3 SCALE: ((E~"'"'"~ fJ TO EMi<fN ,: . , DEMO (E) POLE C 6~~~o~;~~~ETO ~~:~~E.~(E) LANOS.CAPJNG b il· . / J1 ,,_.," ~ .. -• C ~~.'o~~;g"ou~;:MAKE . .' \·&· M k . IN PLACE . e:~&ABANOON . : ~s f "~O'~ .. ~~' {EJ LA NDSCAP~N"o"'"''" I '7 ~o"o INKIND _l_ '-. ' -~~ _ I J ..• , • . Pi > t V ) ' > l+------(N)8' STEEL M AST ARM -+-----(N) LEO LUMINAIRE & CONTROLLER ST EVEN S C REEK BOULE VAR D ENLARGED ANTENNA LAYOUT SCALE: ,. 16' 1<oo ' hD ~ 2 ~=-J A M1S VACCARO A R C H I T E C T, I N C. •11DOIH)EE W1,,V urmc ,,.,c111c,., ,c,., ,,,o,, •1).oa l610PH011{• ,i~96l.U II f •ll wnouv1,,RCHl1ECICOM WW W JV1,,~C!<IT LCI.C0M CLIENT @.) MODUS. INC. 700STOCIIIONSTREEI 3MOFlOOA SAIIFRl,,liCISCO C,t,.!t•IOII verizon" VERIZON WIRELESS n!; ... ~:i;i~~~:.1~~ !'~~; 9 COt~SULTANTS ("') 0 0 CV) 0:: 0 Wo Cl..0 ::> (f) (.) Q_ 10 u.. Cl) 00 I-~~ dJ ~CD ~O z >:'. 0 <{ ~t±1~cig <i:c,:<i:<l'.o 300~ <O <{(f)cj0"':' ~ z z O'."' o~i==S2;;; c,:wO'. -'O O~WCD~ -U) a..::::, _J L() ::::, a.. CD -v U .. ::J <'l z a. 0 a. N <{ e -. . . REV I DATE ISSUE 10/2012017 I 90% CONSTRUCTION 216120111 I 100% CONSTRUCTION !1tESEPL>J<Sl,,RE I ... S!RUl,IE ... IS0FSERV1C[,f,NQ1,,RE FO:.:;;!/;iE~~~~~~:....~~~~S:~1lE~~riHlS ~g~~i?fE!@i~filfil~E SITE PLAN , ENLARGED ANTENNA LAYOUT, ENLARG ED EQUIPMENT LAYOUT A-1 tfif!i}(N) VERIZON WIRELESS CYLINDRICAL ANTENNA (CONCEALED WITHIN SHROUD) ~(N) FRP CONCEALMENT ~SHROUD tfiffi)(NJ VERIZON WIRELESS DIPLEXER (CONCEALED WTHIN SHROUD) TOP OF !_I!!_ CONCEALMENT SHROUD :t.ls:?"AG.L. RAO CENTER OF (N) VERIZON CONTROLLER ~ (N)S·STEEL~ TOPOF(N)LUMINAIRE $ MASTARM __j.__--· -. t:t?·.S•Ar.l (N) LEO LUM INAIRE g--WIRELESS CYLIN OR IC~~:.~;~~t $ = ~(N)WRELESSMETER---~ TOPOF/N) LIGHT POLE $ ~(CONCEALEO W1THIN SHROUD) :t.30"·2" AG.L. ~(N) SHEET METAL· ~SKIRT ~(N) VERIZON WIRELESS ~NOTICE SlGNAGE (N) WINO SPILLING BANNER MOUNT. TYP DF"BANNER FLE X" BY BANNER WORKS OF FLORIDA (800438,0351) OR APPROVED EQUAL. TYP. OF (3) (E) LANDSCAPING ~(N)CONCRETE ~FOUNDATION ~ RELOCATED MOUNTl~~A~~~;-~~Z. $ RELOCATED MOUNTIN:t.~9~~~;-~~Z. $ RELOCATEDMOUNTl~~,~~;_';;,~Z. $ TOP OF !_I!!_ RRUS UNIT 15':9"·A~G L. TOP OF (N) RRUS UNIT (OPPOSITE SIDE OF POLE) 13"-l"A.GL. TOPOF(~ :t.13'·0"A.G.L. BOTTOM OF fN) SIGN :t.11'·6"A.G.L. BOTTOM OF (NI RRUS UNIT (OPPOSITE _SIDE O_F POLE) ~GT TOP OF (N) LOAD CENTER I D~~g.-~~~-~:~ $" BOTTOM OF (N) LOAD CENTER / DISCONNECT :t.9':o-·A:G.l. !;LG.BAO.I; ,.., Q'.Q" I sTE vENs CReEK BOULEVARD I I i I I I I i ! NOTES: I REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA. MOOIFlED TYPE 15 POLE BY VALMONT INDUSTRIES. INC. VVITH SINGLE AR M AS SEMBLY (ARM LENGTH TO MATCH EXISTING). 2. EXISTING POLE MOU NTED SIGNAGE SHALL BE RELOCATED TO NEW POLE 3. NEW MAST ARM ANO LUMINAIRE SHALL BE ORIENTED PERPENDICULAR TO CENTER LINE OF EXISTING ROADWAY. PROPOSED WEST ELEVATION SCALE: 1rr=1·.(r 1 2· 2 (E)LUMINAIRE==u (E) STEEL MAST ARM ~ TOP OF(E)LUMINAIR E $ . --:t.31"•5"A.G.l. (El BANNER MOUNTING---.j BRACKET. TYP. OF (3) TO BE RE MOVED. PROVIDE W1NO SPILLING BANNER MOUNT. TYP. OF "BANN ER FLEX" BY BANNER WORKS OF FLOR IDA (800-438-0351) OR APPR OVED EQUAL ON REPLACEMENT POLE (E) STEEL LIGHT POLE & FOUNDATION TO BE REMOVED & REPLACED r;;;, ~;-;;~<I., 111i::1,• 16~tt i}J~\10 .~~-~-,...:....H~~·~· (E)HAND I HOLE EXISTING WEST ELEVATION c:::::=---= TOP OF (EJ LIGHT POLE :t.29'-0"A.G.L. TOP ~:.~~)l~~~ $ BOTTOM ~-H~)A~~~~ $ SCALE: (EJGRADE $ 0-0- =-JAMES VACC ARO A R C H I T E C T, I N C. <II oo,10EEW~1.u1111 C ~~ClflC.\ •Co\ ,9 ,0u <l )o08 '610PHOUl:o ··~·o U 1l f.\K IIIO&JV .. ltCHIIECI COM WWW.JVANCrnl[CI COM CLlENI @) MO DU S. INC. 240SlOCKTON STREET. lRDHOOR SANF/1:M,ICISCO CA~•10& verizonv' VE RIZON WIREL ES S Z71~MITCttELLORIVE SUl fEa W"'lllUTCREE~ CA9•:tJI c o ·N SULTANTS (") 0 0 ~ C') w8 D.. u :::> Cf) u 0.. 10 u. Cl) 00 I- I-> z ~ ffi ~ ~ Z ~ 0 <( ~~~Oa <Cn::<C<C~ 300~«', <(U)QO~ ~Zz0::<D o~i=~;:; a:: w a:: ...J 0 0 1-wco1--(/) n. ::J _J i.o =>n. m v u .. ::J M Z a__O a_ N <( 9 . . . . ISS UE 10/20J2017] 90% CON STRUCTION 21612018 I 100% CONSTRUCTION ltiESEPLANS~[lllSIRUr,!(NlSOl'SERYICEA NOAR( FOIi TH( CllENl"S USE SOI.HY WIii R(SPECI 10 IHI$ PROJECT l >tE SEP\.AN!SII.\I.LNOl&e.\llEREO MOO,fEOOIIREPROoUc;(DHIP.\RIOIIINW-0.E WltlO\JI PRIOII W.11 IEN CONSE NI THE SE Pl.ANS AAE FOIIM.\Tl[0 106EFULL•S (ll:.\l ~Ct<D2••~:i&· COPYRIOH T :!016.1.\MESV.\CC.\RD.\IIC•HIECTINC ELEVATIONS A-2.0 qi ~.o,; SF <N ) CONCEALMENT SHROUD ..... ~. RAO CENTER OF (N) VERIZON WIRELESS CYLINDRICAL ANTENNA (7=-(N) LED LUMINAIRE qi TOP OF (NI LUMINAIRE _ . r---(N) 8' STEEL ~'.\,·SA c. 1 r -----_ L MAST AR M TOP OF {N\ LIGHT POLE :t.30'-2" A.GT. ,--(N)VERIZONWIRELE SS~ CYLINDRICAL ANTENNA~ (CONCEALED WITHIN SHR~ (N) FRP CONCEALMENT SHROUD ---(NJ VERIZON WIRELESS~ OIPLEXER (CONCEALE~ 'MTHIN SHR OUD) (N) V.,RELESS METER@Ji}7 (CONCEALEDWITHIN A-3 A-3 SHROUD) (N) SHEET METAL('7\ SKIRT ~ (N) VERIZON WIRELESS~ NOTIC E SIGNAGE ~ qi =~;.~c::J.e .MOUNTING BRACKET rn ---~b:~~T~L~;?~~~:R qi ~~.L~CA~,_EO MOUNTING BRACKET .... ~. qi ~.E,,LOCATEO MOUNTING BRACKET ... ~A.GT. TOP OF {N) RRUS UNIT 15'·9"AGL TOP OF RELOCATED SIGN :t.l5"-6"A.G.L. BOTTOM OF RELOCATED SIG~ :114'-0"-A---:-GT. BOTTOM OF Qil RRUS UNIT 13'--lO"AGL TOP OF (N) LOAD CENTER / DISCONNECT :t.10 '-0"A.G.L. BOTTOM OF JN\ LOAD CENTER / DISCONNECT :1~. ~ PROPOSED EAST ELEVATION l I I FLEX" BY BANNER WORKS OF FLOR ID A(SC,0.436-0351) OR APPROVED EDUAL. TYP. OF (3) +(N) CONCRETELLl ! FOUNDATION ~ I I SCALE: 112··•1·.Q"l 2' a (E)LUMlNAIRE ~ TOP OF /El LUMINAIRE ~E) STEEL MAST ARM .tJ1'·5 A .G.L ,'' __ :::::::::::::: -----...::: TOP OF {El LIGHT POLE .t29"-0"A.G.L qi !~~-0:b~l.SIGN ~ :~-~!~~: (E} SIGN ~/E)GRAOE ,. 12 I EXISTING EAST ELEVATION (E) BANNER MOUNTING BRACKET . T'fP. OF (3) TO BE REMOVED. PROVIDE WINO SPILLING BANNER MOUNT. TY P. OF "BANNER FLEX" BY BANNER 'NOR KS OF FLORIDA (800-438-035 1) OR APPROVED EQUAL ON REPLACEM ENT POLE (E) STEEL LIGHT POLE t. FOllNOATION TO Bf RE MOVED t. REPLACED ~(:) SIGN TO BE 1.RELOCATEOTO REPLACEMENT POLE ~~v ~ \~ I~ SCALE: ~-2' .=-J AMES VACCARO A R C H I T E C T, I N C . •I I 0011D(E WAY.V,m c ~•CIRCA ICA ,,,o .. •I.St0tl6/0PHOtlE ,n,u .. 11J11X llfO•JY•~CHllfC1 COM IWIW NA~C ttll[C!.COM ~L!£N.I_ @.) MODUS. INC. 2-0SToc.,nQHSTNEE I 3NOHOOR SANl'RANCISCO c•11,,ca verizon" VERIZO N WIRELESS 21a,u1 TCHELlORIVESUl!EII WALI IUTCREE~CA(;O~ COtl SULTANTS M 0 0 C") a::: 0 Wo a. () ::> Cf) l) (L 10 LL Cl) 0 0 f- l-~ ~ I-co~ u Z:,::o<( ~t±1~ Oa <(Q:'.<(<(~ 3 uus;"" <(U)QO~ s;ZzD:'.<O 0 ~ i= <,;>;;; a::: W a:: ...J 0 u1--wa::i1- _C/) a..:::::> ...J II) :J n. co "V (.) .. ::>M Z o..o 0.. N <( REV I DATE I ISSUE 10120120 17 j 90°4 CONSTR UCTION 2/612018 [ 100% CONSTRUCTION IHESEPLAUSA!l[INSTNUMEtHSOFSEIIV>CEAt/OARE fOftlltECl.1ENl'SUSESOI..HYWIIH NE~EC I IO IHI$ PROJECT IIESEPl.,\NSStlAl.lt-lOTBEA.1.TENEO v.,=1~~:~~~:~Ni',~~~~~E c ~~~:re~~~ !!'e':~~~"!i~~1~;g:: ELEVATIONS A-2.1 ,, .. p~ ro f!:!!i ~ CYLINDER ANTENNA DIMENSIONS DIAMETER .t14 .6" Hl;l~HT I 124" CYLINDER ANTENNA WEIGHT !tf~~L toi-( MOUNTING BRACKETS SUPPL1EOWI UNIT FRONT ELEVATION SIDE ELEVATION CBC 19231-4310 DIPLEXER DIMENSIONS HElGHT 14.57" WIDTH ( 18.35" DEPTH I .1:2 .48" CBC1923T-4310 OIPLEXER WEIGHT OIPLEXER ±SLBS. ~ 1. COMMSCOPE PART# E11F13P06 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. ANTENNA WEIGHT j t27 LBS. 3. INSTALL IN STRICT ACCORDANCE VVITH COMMSCOPE INSTALLATION MANUAL. CYLINDER ANTENNA SCALE: 8 DIPLEXER SCALE: N.T.S N.T.S b ~ ~ 15"01A (N) VERIZON WIRELEsslu_ CYLI NDER ANTENNA ~ ANCHOR ANTENNA TO MOUNT PER MFR. SPECIFICATIONS (NJ FRP CONCEALMENT SHROUD (N) STEEL ANTENNA MOUNT (N)TWIN ~ DIPLEXER~ 'tf--flt---(N) STEEL COUPLER MOUNT (SUPPLIED WJ CONCEALMENT SHROUD) ltl=;;(N)VVIRELESSSMART~ METER r;:Fy ~ ~6:~~;~~~~i6~, ~ CONCEALMENT SHROUD) (E) OR (N) STEEL MAST ARM CONCEALMENT SHROUD/ ANTENNA MOUNT TO STEEL LIGHT POLE BY \rVESTERN UTILITY TELECOM . \NC. (1!0·210) (NJ TAPERED SHEET METAL SKIRT +----(E) OR {N) STEEL LIGHT POLE ~ CONCE A LMENT SH ROUD ISOMETERIC AT CONCEALMENT SHROUD (NJ FRP CONCEALMENT SHROUD CAP (N) FRP CONCEALMENT SHROUD (E)OR{N) STEEL MAST ARM (N) TAPERED SHEET METAL SKIRT iE)OR(N)STEEL LIGHT POLE 1 NEW FRP CONCEALMENT SHROUD. GALVAN IZED SHEET METAL SKIRT. ANTENNA/ LIGHT POLE MOUNT ANO MOUNTING COMPONENTS BY 'NESTERN UTILITY/ TELECOM. INC . (PHONE: 503·587-0101) (101210). 2 FRP CONCEALMENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILITY/ TELECOM . INC. 3. PAINT NEW FRP SHROUD ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. PO\NOER COAT NEW GALVANIZED SHEET METAL SKIRT ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. GROUND NEW ANTENNA PER MANUFACTURER'S SPECIFICATIONS. CONCEALMENT SHROUD SCALE: N.T.S 6 7 !~ r[Efl ~ u , :;.-,;.: (N) DISCONNECT ~ I ! SW~TCHSIGNAGE ; I , 8 9 ! _______ ! EP·J EP-3 FRONT ELEVATION SIDE ELEVATION SQ UAR ED Q0612L 100RB LOAD CENTER DIMENSIONS Hfl(;HI .t12.65" WIDTH DEPTH I 14.27" SQUARE O 00612l 100RB LOAD CENTER WE IGHT WEIGHT t10LBS, NOTES. ~UARE O PART• 00612l100R8. 2 . NEMA 3R OUTDOOR RATED. 100 A. 1201240 VOLT. 1 PHASE LOAD CENTER. 3. INSTALL IN STRICT ACCORDANCE VVITH SQUARE DI SCHNEIDER ELECTRIC INSTALLATION MANUAL. D I ST. PANEL/ D I SCONNEC ~ ~bPLAN (N) PG&E SMARTPOLE -~ ~METER. WATTHOUR SMARTMETER (FURNISHED & INSTALLED BY PG&E) (N) NEMA3POLE.3 WIRE LOCKING· TYPE RE CEPTACLE SIQE ELEVATION PG&E SMARTPOLE METER DIMENSIONS DIAMETER HEIGHT I .1:2.s· PG&E SMARTPOLE METER WEIGHT \rVEIGHT :t.JLBS. NOTES: ~&E CODEii M241490. 2. PG&E TO PERFORM RF SIGNAL TEST. 3. INSTALL IN STRICT ACCORDANCE VVITH PG&E UTILITY BULLETIN FOR SMARTPOLE METER SERVICE . WIRELESS METER s· f ~ NOTES: SCALE: N.T.S I/I/HITE NOTICE BACKGROUND TO MATCH COLOR OF POLE IM-HTESYMBOL WHITE LETTERING. TYP. ~TOOOR RATED SELF ADHESIVE VINYL DECAL WITH UV PROTECTION. 2. POST SIGN J'•O" BELOW NEW ANTENNA 3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS. THE CITY OF CUPERTINO AND AUTHORITIES HAVING JURISDICTION PRIOR TO FABRICATION . SCALE: N.T.S SIGNAGE 4 5 ~ I-(N) PSUAC08 8 PO'A'ER r.: INTERFACE •t (N) MOUNTING BRACKET SUPPLIED WI I .... ~ .... I RRUS UNIT ~ ~ {~ [j=N)RRUS32 UNIT N) MOUNTING BRACKET SUPPLI EOW/ RRU S UNIT N) PSU AC08 PO'A'ER NTERFACE NOTES: ~CSSON PARTI RRUS 32 2. ALL CONNECTORS SHALL BE WEATHERPROOFED 3. INSTALL IN STRICT ACCORDANCE WITH ERICSSON INSTALLATION MANUAL. 4. PAINT SOLAR SHIELD & ALL MOUNTING COMPONENTS TO MATCH POLE . 5. RRUS HANDLES TO BE REMOVED PRIOR TO INSTALLATION. SCALE: N.T'.s RRUS 32 UNIT filUil.. ----(N) STEEL LIGHT POLE ---(N)RRUS32 @ UNITWIPSU 1 AC 08 POWER A -3 INTERFACE ,----(N)RRUS32 ~ MOUNT,TYP~ H (N)CABLE~ SHROUD ~ ---(N)TUBE ~ ASSEMBL~ (NJRRUS32 @ UNITWI PSU 1 AC 08 PO\NER A -3 INTERFACE (N)RRUS32 ~ MOUNT. TYP.~ gp=(N)CABLEW SHROUD~ (N)TUBE 3 !1j..--ASSEMBL@ (N) 1" WIDE X 4" TALLSLOT@E 1. PRIME ANO PAINT RRUS 32 UNITS, CABLE SHROUDS. TUBE ASSEMBLY AND MOUNTING COMPONENTS TO MATCH LIGHT POLE 2 . see SPECIFICATIONS SECTION 09 90 00 FOR PAINTING ANO COATING SPECIFICATIONS. SCALE: N.T.S RRUS UNIT MOUNT ELEV. 2 =--JAM,S VACCARO A R C H I T E C T, I N C. ,1 1DOII C[fW"-Y Ullll C ,ACIJIC"-!C"-•••OU •Ut0-lll6l'Ol'IIOlll.•H ~.,o u ,1fA)I l<fO•JVAltCHIIECI COM WWW ./V"-IICIIIIEC! COM CLIEN.1. @.) M O DU S, INC. HO STOCK ION S HIEET, 3ADROOA $AHl'IUINC1SCO C"-94 10ll verizon"' VER IZON WIRELESS 276~Ml1 CH€llD111VE SUllE II WAU<UT CAEE~.C"-O.Ot.98 ~ONSULTANTS (") 0 0 0:: C") w8 CLO ::> Cf) (.) 0.. 10 LL Cl) 00 f- l-~ ~ 1-w ~u Z :<'. 0 <{ ~tH~Oa <0::Q'.<t:<i::8 3 uu:;:<i, <.((/)()0":" :;:Zzct'.'° ol,';f'=Sc?;::; a:: w a:: _J 0 U 1-WOJ1-_Cl)n.. ::J _J lO ::J n.. OJ -.q-u .. ::J M Z a. 0 a. N <{ e * . REV I DATE 10/2012017] 90% CONSTRUCTION 216120113 I 100% CONSTRUCTION 11<ESE Pl"-NSAAEIU$TIIUM(UJS0fSI.IIVICf"-UCARI: FM H1ECl..1Etll'SUSES0lfLV\o\1H<ll~SPECT !OIHIS Pl<QJECT 1HE$El'VltlS$NALLN018EALTEAEO W)()IFIED OR IIEPAOOUC(D •1 P"-IU ()A IH ""o()I.E V~H«:lUI P1110AVM1!1EHC0NSEHI IHESEl'VIHS AAE H)f0J ATIED!08(FULl-5llE ATAACHD 2•"~36· COPVIIKl,til ~16.IAM~S V..CC.t.HOAACl~!ECT INC DETAILS A-3 (N) GALV. HEX NUT (N) GALV FLAT WASHER (N) POLE BASE PLATE (N ) 2" NO N·SHRINK GROUT OR ORYPACK (N) GALV FLAT WASHER (NJ GALV HEX NUT (N ) ANCHOR BOLT, TYP (NJ GALV. FLAT WASHER. TYP {N) GALV. HEX NUT. TYP (N) ANCHOR PLATE (BY VALMOND -(REINFORCING NOT -'----",--~-'-'--SHOWN FOR CLAR ITY) ANCHOR BOLT DETAIL SCALE: "1[f'.s (N)Y." X 03"· A1230·034 "BAND•fASr BFES 201SS. WITH EAR·LOKT BUCKLE BY BAND•IT IOEX. INC., TYP Of (4) BANOS PER UNIT (BRACKET TO POLE) (NJ PL ~-X ,(,• .- TYP EA SIDE (E) OR (N) STEEL LIGHT POLE fl.fill (N) MOUNTING BOLT, TYP. SUPPLIED WI RRUS UNIT (N) 83MM MOUNTING BRACKET {SUPPLIED WI RRUS UNIT) (NJ RRUS 32 UNIT WI PSU AC 08 POWER INTERFACE ~ ~ (N) PL 8" X );f BE NT PLATE. TYP. Of (2). NOTCH AT STEEL POLE AS SHO\/vN (N)PL7*"X,(,·~ / /.,- CENTERPLATE...--1--\~ (N) Pl. l"X ,(,•, TYP.Of (2)ATNOTCH NOTES: 1HOT-01P GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AN O APPROVAL PRIOR TO FABRICATION. 3 PROVIDE MOCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLEARANCE FOR PSU AC08 UNIT. 4 , PRIME AND PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5. WELD ALL STEEL PLATE COMPONENTS WITH ,Ya• FILLET WELDS. RRUS 32 MOUNTING SCALE: N.TT 3 4 (N)14@ 12" O.C.,E.W . {N)2'·6"01A. CONC. FOUNDATION 4·.5· CONCRETE SLAB f .--- (N) (4) 16 VERT. WI ----+' HOOK IN TOP. TYP. 2'·0" PLAN (N) JUNCTION~ BOX ~ ~6ucNoo~~10 N j-. ~ · I ·~'"'"@ I ,Ef 1 ~~~i I 6 O .C., TYP. ~ SECTION A (N)(2)14 TlES (N)(6)1 4 VERT. (N)(4) 1"01A.X 36" ANCHOR BOLTS (N) CONC.----+ FOUNDATION (N)OR (E) CONDUIT TO POWER P.OC. ~66~~~~6~\~. \'L ,i. ·,,J S E C TIO N B (N ) 14 TIE,-----1 TYP. SECTI O N C ~ DEMO EXISTING SIDEWALK TO EXISTING CPNTROL JOINTS AS REOU!REO FOR DEMO OF EXISTING ANO PLACEMENT Of NEW FOUNDATION AND TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KIND 2 . PROTECT EXISTING CONCRETE CURB IN Pl.ACE. J . ANCHOR BOLTS AND RACEWAYS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT Of CONCRETE. ?' $ 4 . USE POLE MANUFACTURER PROVIDED TEMPLATE FOR PLACEMENT Of ANCHOR BOLTS. REMOVE ALL GREASE. OIL, DIRT ANO CONTAMINANTS FROM ANCHOR BOLTS W TH SUITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOU NDATION . PLACE ANCHOR BOLTS !NA PLUMB POSITION , POINT HOOKS TOW'ARO THE CENTER OF THE FOUNDATION. VERIFY REQUIRED ANCHOR BOLT PROJECTION. S. ALL TIES SHALL HAVE 6" HOOKS AS SHOWN . ALL VERTICAL BARS SHALL STOP J" SHORT Of TOP AND BOTTOM Of FOUNDATION. ALL TIES SHALL HAVE J" MINIMUM Of COVER. 6. CABLE TRENCHES AND FOUNDATION SHALL BE BACK FILLED ANO COMPACTED PRIOR TO ERECTION OF NEW LIGHT POLE. 7. THE FOUNDATION SHALL CURE A MINIMUM OF (7) DAYS PRIOR TO INSTALLATION Of POLE LIGHT POLE FOUNDATION SCA LE: "1[f'.s 2 GENERAL NOTES 1. APPLICABLE CODES; 2018 CALIFORNIA BUILDING CODE (CBC). 2013 AA SH TO LTS,1,TIA222,REVISION G, 2. ALL WORK SHA LL CONFORM TO Tl4E LATEST EDITION OF Tl4E CALIFOR NIA BUILDING CODE , APPLICABLE AUTHORITY HAVING JURISDICTION CODES. AND REQUIREMENTS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS. 3. THE CITY OF CUPERTINO OEPARTP.,'IENT OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR TO STARTING ANY WORK . THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THESE AGENCIES INFORMED OF THEIR SCHEDULE. 4. GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL ORAW!f,IGS WITH ORAWUlGS OF OTHER DISCIPLINES WI TH REFERENCE TO MATERIALS, LAYOUT, DI MENSIONS AND ELEVATIO NS BEFORE STARTING WO RK , AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT ANO ENGI NEER FOR DIRECTION. 5. THE DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE GOVERNED BY EXISTING FIELD DIMENSIONS , THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIO NS SHOWtl AND BRING DISCREl'ANCIES TO THE ATTENTION OF THE ARCHITECT ANO ENGINEER PRIOR TO PROCEEDING WITH THE WORK . I, DETAILS OF CONSTRUCTION NOT INOtCATED OR NOTED SHA LL BE CONSIDERED OF THE SAME CHARACTER SHOWN FOR SIMI LAR OR EXISTING CON STRUCTION . 7. THE CONTRAC TOR SHALL LOCATE ANO PROTECT ALL EXISTING UTILITY LINES ANO CONNECTIONS INCLUOIIIG SEWER , VIATER, GAS, ANO ELECTRIC SERVICES BEF ORE ANO DURING Tl1E WORK. 8. CONTRACTOR SHALL COORDINATE THEIR WORK WITH CITY REOUIREf.'ENTS. II. DESIGNOATA ; DESIGN CODES : 2018CBC, TIA 222 REVISION 0 , 2013AASHTO LTS,1 SEI SMIC IMPORTANCE FACTOR Ip • 1.0 OCCUPANCY CATEGORY • ll MAPPED SPECTRAL RESPONSE: ACCELERATIONS S, .. 1.804g S,•0.18!1g SITECLASS•D SITECOEFFICI ENTF.>•1.00 SITECOEFFICIENTFv,,1,50 WINO SPEED• 80 MPH jJ..SECOND GUSTS) PER 20 13 AA SHTO LTS,I 10. CONTRACTOR SHALL SUBt.'IT STEEL SHOP OAAWIHGS FOR REVIEW PRIOR TO FABRICATION. CONCRETE NOTES 1. CONCRETE SHALL DEVELOP A t.'INltNM COMPRESSIVE STRENGTH AT 28 OAVSOF 4,000 PSI. OES!G N BASED ON 2,500 PSI (NO SPECIAL INSPECTION REQUIREO). 2. SLUMPS SHALL BE NOT LESS THANT ANO NOT EXCEED 4", 3. CONCRETE SHALL BE PLACEO IN A CONTINUOUS OPERATION UNTIL THE SECTION IS COMP LETED BETWEEN PREDETERMINED CONS TRUCTION JOINTS. CONCRETE SHALL BE OF A CONSISTENCY TO PERMIT PLACING COMPLETELY AROUND REINFORCING BARS ANO AGAINST FOR US. 4. EXPOSED SURFACES OF CO NCRET E SHAL L BE KEPT MOIST OR CURED BY PROTECTIVE COVERI NGS APPLIED IN ACCORDANCE WITH PMNUFACTURER'S SPECIFICATIONS. 5. FORMS SHALL BE TIGHT, CLEAN ANO WETTED BEFORE PLACING CONCRETE. REINFORCING STEEL NOTES 1. REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A115. GRADE 40 FOR 114 ANO SMALLER, GRADE 60 FOR #5 ANO LAIIGER. TIE WIRES TO BE 18 GA , OR HEA VIER , BLACK ANNEALED. 2. REINFORCING BARS SHALL BE FREE FROM LOOSE RUST OR ANY OTHER COATING WHICH WILL REDUCE BONO . 3. REINFORCING BARS SH ALL NOT BE BENT OR STRAIGHTENED IN A PMNNER WHICH WILL DAPMGE THE MATERIAL, ANO SHAL L BE ACCURATELY PLACED ANO POSITIVELYSECUREO. 4. MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT SHALL BE USED AT SLABS.ON-GRADE. STRUCTURAL ST EEL NOTES 1. PMTERIALS: ALL STRUCTURAL STEEL STEEL PIP E TUBE STEEL ANCHOR BOLTS r.\ACH!NEBOLTS HEX AGO N NUTS WASHERS ASTMA JI.U.0 .N. ASTM AS3, GRADE B ASTM ASOO, GAAOE B ASTM F1554, GRADE 55 ASTMA307 ASTMA11M 2H ORASTMA583 DH ASTMF•IJ.e 2. ALL STEEL SHALL BE FABRICATED AND ERECTEO IN ACCORDANCE WITH THE AISC STA NDARDS BY A LICENSED FABRICATOR EMPLOYING CE RTIFIED WELOERS. J. WELDING SHALL CONFORM TO APPLICABLE SECTIONS OF LATEST AWS STRUCTURAL WE LOI NG CODE AND SHALL BE OONE BY CERTIFIED WELOERS. 4. STEEL FABRICATOR SHALL OBTAIN THE ENGINEER'SAPPROIIALOF SHOP DRAWIN GS PRIOR TO FABRICATION. 5. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHAU. BE HOT O!PPEO GALVANIZED AFTER FABRICATION . I. SUPPLY AND INSTA LL FA STENERS, FRAr.'IIIIO M:M8ERSANO ANCHORS REQUIREO FOR MOUN TINO ANO ATTACHMENT OF EQUIPMENT. STRUCTURAL NOTES =-JAMES VACCARO A R C H I T E CT, I N C. ,\l00110ff WA.V UUl!C ,AClflCA.,CA<9'0U •1)608.JIIO ~HOUE I ,11,.1 u 11 f ~X ~:!':.~~::~~;::~::~g~ ~ @) MODUS. INC. 1<!0 STOCJllON Sll!E£l l RO FtOOR SA.N FIIA!,ICISCO CAl,~108 verizon" VERIZON WIRELESS 27:: .. ~~i:'~~~~=I~~ :~ 9 CONSUL TANI 11-UCIU.AllNG!NU•: J(HPlYM.YAIIOYlf Sf. 1,,offll" ~OA.0 HEAIO~IVltC CA tS"~ C0111AC1 11UMl(l1,(l(lll&96·lnl REV ("') 0 0 0::: CV) w8 a.. u :> (J) u 0.. 10 LL en 00 I- I-> z ...J w ~ co ~ u z ~ 0 <{ jt±1~cio <i:a::<i:<i:g; 3uu ~"' <,:(f)ci0"/ ~ZzO::<O 0 ~ f'= Sa?;;; a:: w a:: ...J Q 0 ~wro~ -U) a..::> ...J l{) :)Q.. CO...rU .. ::, (') z (l_ 0 (l_ N <{ 1012012017 [ 90% CONSTRUCTION 21612018 I 100% CONSTRUCTION l"f$(1'VoN$AAE1N$1RUMEN1$0fSCINICEANOARE rOR IUECL1ENl'$USES0tElY V..IHRESf'ECI rOTHIS PHOJ[CT l t1ES[PV,H$$11AlLN018[ .... 1EREO ""°°'fl[OOH IIEPROOUCEO ,1 PAIi! OH +N ~tOLE l'.11:~u~::~lro !~~~If!~%.!:~:;;~~~~ ~.r;:.AAe coPVRIGt<T:'011 JAM(SVi!,CCAAOAliC>•ffCI INC STRUCTURAL NOTES, DETAILS 5-1 (N) \"DIA.HOLE IN (El POLE FOR CONOUCTORS (EJ OR (N) STEEL LIGHT POLE (N)}a" THICK "SISCO" HT ·600 MEDIUM CELLULAR SILICONE GASKET. BY STOCKWELL ELASTOMER ICS (600·52J.01 23) ~ 0 11S KPP<J~:~: .E!:.Mf ALIGNWI~ OF KNOCKOUT :x.-1x· x· 1 ti{ .... ,,~. PLATE • (N)PLX..XJY.XJ.Y;;" ~ PLATE WI (4) TEK ..., 410SS HWH SLVR CLSO Y."·14XY.· SCREWS ~ SWEEP SECTI ON SCALE : N.T.S (N) RRUS 32 UNIT WJ PSU AC 08 POWER INTERFACE~ (E)OR(N)STEEL LIGHT POLE r=±=---1 ~ ~~~l gfil ~ B- RELOCATED OR{N) STREET SIGN (E) OR (NJ STEEL LIGHT POLE f!:fil:!. RE LOCATEO OR(N) STREET SIGN (N)HOG#6X 1" HEX. HEAD TEK-SCREW. TYP OF(6) (NJ 12 GA GALV - SHEET STEEL STREET SIGN SUPPORT. TYP SIDE ELEyATION A ~ 1 HOT·OIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION 2 PROVIOE STEEL SHOP DRAWING FOR REVtEWAND APPROVAL PR!OR TO FABRICATION. 3. PR OVIOE MOCK·UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCES FROM RRUS UNIT. -4 . PRI ME ANO PAI NT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE SIGNAGE MOUNT " SCALE: N.T.S 6 7 (NJ PL2)':"X X i . TYP EA SIDE (E)OR(N) STEEL· LIGHT POLE (N) HDG#12 X 1" PAN HEAD TEK-SC REW. TYP OF (4) (N).V." OIA. M.B. WI LOCK WASHERS. TYP.OF(3) ~(N)LOAOCENTER/ DISCON NE CT~ '.:/~.~3~3-~ "BANO·FAST" BFES 201SS.WITH EAR·LOKT BUCKLE BY BAND-IT JOEX. INC .• TYP. OF \2) BANOS (BRACKET TO POLE) (N)Y."X 03" A1230-034 "BAND·FAST" BFES201SS. B- ~ EAfl-LOKT - WITH ,ti BUCKLE BY _f I~ BAND-IT IDEX. INC .. TYP.OF (2) BANOS (BRACKET TO POLE) NOTES: SIDE ELEVATION A '\!V (N)PL¥,8·x1J,S·xw-:;· MOUNTING Pl.ATE (N) PL 10"XXG" BENT PLATE. TYP . OF '2) NOTCH AT STEEL '°'GS::" ~ (N)PL:z}S"X :Xe·. TYP EA .SIDE (N)HOG#12X1" PAN HEAD TEK·SCREW. TYP OF (4) (PLATE TO TUBE) (N) LOAD CENTER/ DISCONNECTLD ~ (N) PL Xi X 7)i"X9i:" MOUNTING PLATE (N)Y." DIA. M.6 . WI LOCK WASHERS. TYP. OF (3) (LOAD CENTER TO PLATE) (N) PL 10" X Xe· BENT PLATE. TYP. OF '2). NOTCH AT STEEL POLGS::" ~ !HOT-DIP 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 PRIME AND PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PA INT COATING TO MATCH POLE. LOAD CENTER MOUNT t~b~~ ~~L~TEEL--. (N)PL¥,6'(.J,Y,XJ)S"-, PLATE WI (4J TEK 410SS HWH SLVR l cLSDY."•14XY," ;., SCREWS (N) 1" DIA. HOLE IN- (EJ POLE FOR CONDUCTORS SIDE ELEVATION ~ 1. HOT·OIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PR IOR TO FABRICATION . SCALE: N.T.S 3. PROVIDE MOCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER ALIGNMENT W'ITH LOAD CENTER KNOCKOUT. 4 PRIME AND PAINT COMPONENTS WITH TNEMEC EXTER IOR PAINT COATING TO MATCH POLE. CONDUCTOR SWEEP SCALE: N.T.S 4 5 1 s r-'::. ~-{D PLAN :i;::m= "' (N) HOG #8 X 112" lo ~~~.~~:~w. TYP. (? OF(4) ;.. (N) 12GA. STEEL °o "CABLE SHROUD" • REMOVABLE --~ FRONT PANEL SID§ ELEVATION f ~ ~I (RE~.~;~;~~~ FE;~~~~~~ELJ CABLE SHROUD (NJ 1" IMOE X 4" TALL SLOTTED E§Gi,POLE (N) 12GA. STEEL "CABLE SHROUD" (N)2.Xs·x.:v;e· OPENING FOR TUBE ASSEMBLY (N) 12GA.STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL (N)HDG#SX 112" PAN HEAD TEK·SC REW. TYP. OF(4) SCALE: N.T.S (N) 12GA. STE EL "CABLE SHROUD" (E)OR (N) STEEL LIGHT POLE ~(NJPL'ilX4X6" PLATE WI \.112" X4"0PENING EB SEALANT ALL AROUND TUBE ELASTOMERICS (800·523-0123) ASSEMBLY TO CUT 1" DIA. f!:fil:!. BACK OF ::R~TU[,~~C~~;HAETN 3 ~UT1· j ilr~·,_ SLOT SLOTSIOES ~ HWHSLVRCLSD SIDES 0NJ SLOTTED O Y."•14XY." OPENING CUT , . SCREWS. TYP ~N;~ ;..?~LEE/ lo -:s I ~~,~~) X 4· ~1:,.,1 I I CONDUCTOR • • --OPENING EXIT TO RRU -:s . (N) Pt. ,\x.ixs· UNIT _ O f O PLATE ~ ~ PLATE DETAI L A TUBE ASSEMB L Y 2 3 (N)X"X 03"· A1230·034 "BAND·FAST" BFES 201SS.WITH EAR ·LOKT BUCKLE BY BAND•IT IDEX. INC .• TYP. OF (2) BANDS (BRACKET TO POLE) $ ~bdr~~~~~;~HSRTi~~ f!:fil:!. @ {N) PL 10" XX1" BENT PLATE. TYP. OF {2) NOTCH AT STEEL POLGS:: ~ W'II (E) OR (N) STEEL LIGHT POLE ,---(N)RRUS32 I UNIT WI PSU A-3 AC 06 POWER INTERFACE 4 .., (NJHOG •12X1" HEX HEAD TEK·SCREW. TYP. OF (2) (SHROUD TOTSJ (N) HOG #8 X 112· PAN HEAD TEK·SC REW. TYP. OF(4) ~(N)12GA.STEEL 'CA@Ouo· FRONT ELEVATION A SIDE ELEVATION B NOTES: (N)RRUS32 I UNITWIPSU A·3 AC08 POWER INTERFACE 4 s-, (N) 12GA.STEEL 'CA@OUO- (N) 83MM MOUNTING BRACKET(BY ERICSSON), TYP. (N) PL 10" XX." BENT PLATE, TYP OF (2) NOTCH AT STEEL ~::~ Qy T""°HoT-DIP 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 FIT/ ALIGNMENT WITH RRUS UNIT ABOVE. 4. PRIME AND PAINT MOUNT!NG COMPONENTS WITH TNEMEC EXTER IOR PAI NT COATING TO MATCH POLE. CABLE SHROUD MOUNT SCALE: N.T.S . =-JAM[S VACCARO A R C H I T E C T, I N C. ,11 OOllOfEW/;.Y u,m c ,ACIFIC,._ IC"' ,t ,ou Ol~601h/OP110!1E 141S•6l.U /1 F•~ ,no•JVA~Cttl!ECI.COM WWW.JVA~CllllfCl COM @.) MODUS. INC. ~•OSTOCK !Otl Slf<EET 3110 FLOOl'I S,,.lll·RANCISCO CA!/410& verizon" VER IZON WIRELESS 21: .. ~~it~~~~:·~~ :.v~~ II CONSULT,A.NTS ll~UCIU~Al tNGINUR: JW~lYM.V .. l!Onf U 1.,o,u1•~0•0 NE .. LOSIVl/0 c .. ,s .. a COlllAC t IIUMU~. (1011 •9<>-lnl REV M 0 0 0::: (") w8 D. () :::> (f) (.) a.. I U u. en () 00 f- l-~ ill I-CI)~(..) Z,co<l'. ~tl1~c3o <Ccr:<(<C~ 3 uus:"' <>:(/)oo~ S:Z z Cl'.<D o~i=Sc:';;; crwCl'....J O (..)J--W CI)I-- _CI) a..::> ...J U) ::,a.. co 'V (..) .. ::::>M Z o..o 0.. N <{ 1012012017 I 90% CONSTRUCTION 216120 18 J 100% CONSTRUCTION ;~11~1~i~~~lf~t'. ~ttl:£1 nlLE DETAILS 5-2 N O T ES; I ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER . AT OR BELOW GRAOE. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC. 2 PERFORM IEEE FALL·OF·POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE\ 100 ANO 8 1) 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 ANO PSC AC UNIT SHALL BE OIRECTL Y CONN ECTED TO THE GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUNOWRES. 6 AWG COPPER OR LARGER 4, EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 5 APPROVED ANTIOXIDANT COATING S (I.E .. CON DUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION ANO BOLTED GROUND CONN ECTIONS 6 GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FOR M A RING AROUND THE CONDUCTOR , SUCH AS METALLIC CONDUITS, METAL SUPPORT CLI PS OR SLEEVES. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON·METALLIC MATERIAL SUCH AS PVC CONOUtT SHALL BE USED. ~ (N)VER~0Nv.1RELESSLL'j CYLINDER ANTENNA \[y ' j . (N) '2 AWG SOLID TO ANTENNA r (ROUTEO WITHIN POLE) LIGHT POLE (N) STEEL STREET D GI (JifJi)(N) VERIZON WIR ELESS RRUS32 UNIT (AW$) WI PSU AC 08 P()IJl,1:R INTERFACE (JifJi)(N) VERIZON WIRELESS RRUS32 UNIT (PCS) WI PSU AC 08 POWER INTERFACE ~(N)MAINGROUNOBAR tw ~IN CABLE SHROUD G G (NJ 16 AWG TO PSU AC 08 UNIT (ROUTED .....,THIN POLE) ,(N) 16 Alf.JG TO RRUS 32 UNIT (ROUTED WTHJN POLE) ,(NJ 12 Alf.JG TO CABLE SHROUD (ROUTED WITHIN POLE) (N) 16 AING TO PSU AC 08 UNIT (ROUTED IIVITHIN POLE) (NJ 16 AWG TO RRUS 32 UNIT (ROUTEOWTHIN POLE) (N) 12 AWG TO CABLE SHROUD (ROUTED WITHIN POLE) @ (N) LOAD CENTER DISCONNECT 3 t-(N)l 2 Alf.JG SOLID FROM GROUND BAR !J G TO (N) GROUND ROD I 1 (N) (1) 12 AWG SOLID. To, ___ ...__,. (NJ GROUND ROD IN (N) OR (E) STREET LIGHT JUNCTION BOX G (N) STRE ET LIGHT JUNCTION BOXJ VAULT ~(N) CONCRETE ~FOUNDATION '· EQUIPMENT GROUNDING DIAGRAM @ (NJ~-DIA, X 10'·0" LONG COPPER CLAD GROU ND ROD s~-~~;: I 2 N O T ES; 1. PROVIDE ELE CTR ICAL SERVICE EQUIPMENT WTH FAULT CURRENT RATINGS GREATER THAN TH E AVAILABLE FAULT CURRENT FROM THE PO\ll,1;R UTILITY. 2. ALL SERVICE EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE PREVAILING LATEST E01TION OF THE CALIFORNIA ELECTRICAL CODE. 2017 NFPA 70. AUTHORITY HAVI NG JURISDIC TION ANO UTILITY COMPANY. J . CONDUCTORS SHALL BE SPLICED IN ACCORDANCE IMTH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN ES·13, COMPRESSION CONNECTOR ANO WATERPROOF r----i (N)FRPCONCEALMENT--1 I SHROUD ! ! (N)"SMARTPOLE" METER.---,\ I WATTHOUR (SMARTMETERJ, I FUR NI SEO INSTALLED BY , 1 , 1 PG.SE M I , (N) J PIN LOCKING I w--1----, RECEPTACLE :T:~:~6~:;~:NT ',,lll SH ROUD ~i~,~';i~: I l l l (N)(1)#8HOT------~-'I' (WITHIN POLE) (N)(1)18HOT-------+-'P (WITHIN POLE) (NJ (1) 11 2 HOT-------t-f-'f' (WITHIN POLE) (N) DISCONNECT/ LOAD -----+-+-.,- CENTER MOUNTED ON POLE ~ ~ ~ ~J~i:212 u~~t(A:i,E~~1', ~~~;~A~:owER 2 A-3 "' (N) (4)Y." SUPER FLEX COAX CABLES (WITHIN POLE) (IN 1-1(.!" RISER-G ARO INNER DUCT) TO OIPLEXER IN c C,.. / CONCEALMENT SHROUD I nm (IN MAXCELL INNEROUCT ! I (N) 2 PAIR FIBER. (lf,JIT HIN POLE) O 1 g Ht--(N) (4) ,V.· SUPER FLEX COAX I ' ) I I ' F I C •• CABLES {WITHIN POLE) (IN 1-112" RISER•G ARO INNERDucn TO OtPLEXE R IN CONCEALMENT SHROUD RRUS32 UNIT (PCS) WI A·3 ~~~~~A~:owER 2 (NJ VERIZON WIRELESS I A-3 <e-t-+--(N) (2) 11 2. (1) 112 GNO. I I I {W1THIN POLE) (N)(2)112,(1)#12GND. {WITHIN POLE) :~1i :i~1~;~~~R. 1 (IN MAXCELL I INNER DUCT) F ' I _____ J (N) N-16STREET LIGHT~ JUNCTION BOXJ VAUL Tl VERIZON WIRELESS PO\o\'ER P.O C SEE DETAIL BELOW (N) INCOMING 6 PAIR FIBER BY FIBER (N)(1)12GNO , (WITHIN POLE) TO {N) GROUNO ROD I I I ) ) I I ' (N) UG FIBER SPLICE F PANEL (VERIZON I \MRELESS FIBER / DEMARC) / . PROVIDER. IE) CONO:\IT r -- IN TRENCH. >-~-~-~-~~-~-~-~----t-----><------------j ---L -~r F--------~~'/ ------- SHEET NOTES 1 COMPLY WTH GOVERNING CODES ANO REGULATIONS OF AU THORITIES HAVING JURISDICTION . PROVIDE PRODUCTS OF ACCEPTABLE MAllUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SER VICE FOR THREE YEARS. USE EXPERIENCED IN STALLER S. DELIVER. HANDLE . ANO STORE MATERIALS IN ACCORDANCE IMTH MANUFACTURER'S INSTRUCTIONS 2. COORDINATE IIVITH UTILITY COMPANY FOR SITE SPECIFIC v,JDRK ANO MATERIAL REQUIR EMENTS PRIOR TO START OF CONSTRUCTION . 3. PROVIDE ALL CONDUIT, PULL ROPES. PULL BOXES. CONCRETE ENCASEMENT(IF REQUIRED). BARRIERS, POLE RISERS. TRENCHING, BACKFILL, AS REQUIRED PER SITE SPEC IF IC REQUIREME NTS. 4 OBTAIN PERMITS FROM AUTHORIT!ES HAVING JURISDICTION REQU IRED TO PERFORM THE V,.ORK. PRIOR TO START OF CONSTRUCTION. 5. NOTIFY CONST RUCTION MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED 6. PROVIDE SERVICE EIHRANCE EQUIPMENT IMTH FAULT CURRENT RATINGS CR EATER THAN THE AVAILABLE FAULT CURRENT FR OM THE PO\o\'ER UTILITY PROVIDER 7. REVIEW ANO IN SPECT EX ISTING CONDITIONS. GROU NDI NG SYSTEM ANO LIGHTING PROTE CTION SYSTEM FOR COMPLIANCE \MTH THE AUTHOR ITY HAVING JURISD ICTION . REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDIN G. 8. PERFORM IEEE FAL L-OF-POTENTIAL RESISTANCE TO EARTH TE STIN G FOR NEW GROUND ELECTRODE SYSTEMS. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS REQUIRED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS 9. ANTIOXIDANT COATIN GS SHALL BE USED ON ALL COMPRESSION ANO UOL TEO GROU ND CONNECTIONS. 10 ALL .....,RING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ANO UTILITY COMPANY REQU IR EME NTS ANO AUTHORITIES HAVING JURISDICTION. 11 . ALL BENDS ANO/ OR OFFSETS SHALL BE MADE WTH FACTORY SECTIONS USIN G APPROVED COUPLER S PER CEC REQUIREMENTS 12 ALL EMPTY CONDUITS SH ALL HAVE Af' POLYPROPYLENE PULL ROPE PROVIOEO INSIDE ANO SEALED WTH A DUCT SEAL ON BOT H ENDS OF THE CONDUIT. 13. THE ENOS OF ALL CONDUITS INSTALLED SHALL BE SEALED WI TH A DUCT SEAL . 14. PR OVIDE NEW METER ANO DISCONNECT PER UTILITY COMPANY REQUIREMENTS SYMBOL LEGEND ---,---@-- --G-- 81V.t.lC>1 CIRCUI T UNDERGIIOOHO {E) 240V (2) 18 CITY OF CUPERTINO STREET LIGHT CONDUCTORS. SEE SHEET EP-2 (N) GROUND ROD t I I B~~~~R~T I 4---(N) VERIZON WIRELES CONDUCTORS PER SIN GL E LINE DIAGRAM -=-JAMFS VACCARO A A C H I T E C T, I N C . ,11 oor1 oefw"r u,mc l'AC.-tC A •CA ,~,o .. <I.S.oOl l•fOl'llOllf l Ol .Shl U /1 U ~ WlfO•JVAlrCllllfCI COM WWW JV"~c,mect COM ~ @) MODUS. IN C . 2•0S10Citl0NST!lEEl. lROHOOR SANFRAUCISCO CA&,10$ verizon" VER IZON WIRELESS <71,Ml !CH!cUORIVE,SUl!fll WALNUT C~EEit CA ~~I CQNSULTANfs C"') 0 0 e:::: CV) w8 D..U :::> (/) (.) (L 10 u. Cl) 0 0 f-~ > z ~ ...J w r-rn ~0 Z >c'. 0 <{ ~~~Oo <Co:::<(<(~ ciUU ~«', <{C/J(50~ ~ZzCl:'.<D o~ i'.= ~M o::wO::-'O uf-W C'.l f- -C/J CL ::> __J I.() => a.. rn -..r u .. ::l M Z CLO CL N <{ e . . REV I DATE ISS UE 10/2012017 I 90'4 CONSTRUCTION 216120 18 I 100%CONSTR UCTION S ING LE LINE DIAGRAM (NJ 10AWATER PROOF f------t------------1 1 ~~~~~;~~ON = CONOO I S1UBBEOOIJ I !;:t;;~~::~~~t;~~;J~~;,;i~Oii~~: (N)N16JUNCTION BOXJ I r'\ MOOIFIEOORREP~ED•1PAMTORIN'M10l.E (E)N,9 VERIZON WIRELESS ~{2)18THWSTREET ----CIRCUIT BREAKER WIIHOUIPR10R~lllENC0t1SENT Tt<ESfl'lJl,NSAAE Ju:;~~:A~ix -~~~~~ I Ll;:,TL~~::~;~RS ~ FUSE ~~~i1E~\~~~~L~~6:i~~Jg~ (E)PG&E VAULTI ,-----1 l 1-.J LIGHTLUMINAIRE J,i,;,.[j]nOJo,,i:o,,c ======= C~~!:Rc~;l~~~~O>----r -4' -J---1--4 ~ -fr -* -e-- CONNECTION ---~,:;,::: L _______ ]'--~NJs1twATERPROOF I-------~--------+----'"_"_"'_'_"_"'_"_"_'"_" __ _ \E6 ~~~~~CTORS~ '-__________ (C;~y(~Fo~~~~RTINO) @ ~~~~~~~~!~; STREET LIGHT($) STREET LIGHT($) e-----1IIII DETAIL AT (E) N -91 (N) N-16 SINGLE LINE DIAGRAM SCALE: "1['f.s • • SINGLE LINE DIAGRAM, EQUIPMENT GROUNDING DIAGRAM EP-1 ; tEJN,9 TO APN 316 ~090 ; ~~ \ I . -~ .. ~,c~Q~N~S{'~!\·-:,,·-~.,\ J ,.._ :, ···"~r:f( ~~,r. \~ MAKE SAFE(E) UG CONDUIT & ABANDON IN PLACE PROPOSED VERIZON 11 ,I~ A PN I ~3 1s .2s.039 ~i' ; I ~ I ,r'-······················+······················ (El DRIVEWAY (EJ DRIVEWAY ~6~~~~~~T~!~~i~~~ ~ S T E V E N S C R E E K 8 0 U L E V A R D APN 31 6 ~038 LOCATI ON AT ---·-·---·-·-·-·-·-·-·-·---·---------- RE PLACEMENT STRE ET LIGHT PO LE UTILITY PLAN "~ I CEUlA.AAEQIWl,'Bfl SHEET NOTES 1. COMPLY WITH GOVERNING CODES ANO REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTU RERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEAR S USE EXPERIENCED INSTALLERS. 2. OBTAIN PERMITS FROM AUTHORIT IES HAVI NG JUR1S01Cl10N REQUIRED TO PERFORM THE WORK, PRIOR TO START OF CONSTRUCTION. 3. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFER IN G FROM THOSE INDICATED. 4. PROVIDE SERVICE ENTRANCE EQUIPMENT 'MTH FAULT CURRENT RATINGS C.REATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER 5 REVIEW AND INSPECT EXISTING CONDITIONS, GROUNDING SYSTEM ANO LIGHTU~G PROTECTI ON SYSTEM FOR COMPLIANCE WI TH THE AUTHORITY HAVING JURISDICTION . REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING . 6. EXISTING UNDERGROUND WIRING. CONDUIT AND FUSE INFORMATION SHOWN 1S BASED ON CLIENT PROVIDED IN FOR MATION AND BE ST PRESENT KNOWLEDGE OF E1.IST1NG CONOITIONS \MiERE CONDITIONS ARE UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM \NHAT IS SHOWN OR THAT REQUIRE MODIFICATION OF DETAILING SHOWN. SUCH DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK 7. ALL WIRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA EL ECTRICAL CODE (CEC), NFPA 70 ANO APPLICABLE SECTIONS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS STANDARDS 8. A CITY OF CUPERTIN O PUBLIC WORKS DEPARTMENT CON NECTION ORDER IS REQUIRED TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBM ITTAL TO PACIFIC GAS AND ELECTRIC). 9. CONT ACT PACIFIC GAS ANO ELECTRIC FOR ADDITIONAL REQ UIR EMENTS AND CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POUR IN G AND ELECTRICAL INSPECTIONS. 10. TH E CON TR ACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER'S SUBMITTALS FOR ALL NEW LU MINAI RES. '"''"''~'-''"'' • .._..,.._.._ ••11''-'"' 11. ALL CONDUCTORS SttALL BE SIZED IN ACCORDANCE WITH SCHEDULE A (NJ l);" DIA. VERIZD!~~~I;;~~). ~:) # 2 GND THE NATIONAL ELECTRICAL CODE. t------'---'---...,_ _ _,_ ____ ...._ __ _. ___ _._ __ _. ___ ...._ __ ---j~---------+---------1-----------1 12. :~~~~~~~~~D:i~~~~~T~~~l~~ic:t:~~~~C~~ 6~~~ IN SCHEDULE B (N) 1r.;· OJA. (E)CITY.(2)#8 l----------+---------1-----------1 13. =Ri~~~;RN;~~~~~A;_L:11~:A~\.%~~RMAUNS~ ~:~~;;~ED SCHEDULE C (E) PG&E TRANSFORMER POLE# 24 566 VAUL Tl (El CITY OF CUPERTINO (N) VERIZON WIRELESS EL ECTRICAL SERVICE POINT POLE#5442 POLE#22903 POLE#24567 POLE#24566 EQUIPM ENT LOCATION (240V) 0 ....... <2)*8 ·······0 ·······(2)#8 ······-0 --·--·-(2)#8 ••••••• 0 ----·--(2)#8 ______ ·0 -····-··-(2)18 ______ .r;:;;;;-, 1200' 1151' 1160' 1 163' 1 193' 1..:.'.'..:':_J S TEVENS CREEK BOULEVARD CONDUIT SCHEDULE, CIRCUIT DIAGRAM w > 0: C "' ,_ "' > (E)2"DIA. (E)CITY:(2)118 FROM PACIFIC GAS AND ELECTRIC PRIOR TO INSTALLATION. SHEET LEGEND ~ CONDUIT DIAMETER CONDUIT APPROXIMATE LENGTH IN LINEAR FEET CONDUIT SCHEDULE MARK EXISTING, NEW. UNDEGROUND. SURFACE MOU NTED (E·E 1.ISTING. N-NEW. U-UNDERGROUND. S-SURFACE MOUNTED) B--~~~~l~~u~·;)IBii~:~~EET NEW N-16 BOX (STREET ll!Jilll-----LIGHT VAUL T)I NUMBER/ NEW tiiiW VERIZON WIRELESS FIBER SPLICE PANEL LOCATION ~EXISTING PG&E VAULT/ EXISTI NG i...::::::...J CITY OF CUPERTINO POWER POINT Of' CONNECTION ·----·-·--·•--EXISTING OR NEWCONOUIT ROUTE ......... ---VERIZON WIRELESS POWER POI NT OF CONN ECTION --VERIZON WIRELESS FIBER DEMARC/ SPLICE PANEL I POINT OF CONNECTION ~=-JAM[S VACCARO A R C H I T E C T, I N C. .,,oouo(EWAY Ul'IIC PACIHCA I CA 19•0u •I~ .OG h10 P"Ollf •l).~U u /1 FAX 1110 •JVA~CHl!fCI COM WWW.JVA~CHIIECI COM CLIENl': @) MODUS. INC. 2•0S10Cl(To+I SIREEI 3ROFLOO!l SAIIFltAIICISCO CA9•10& verizon" VER IZON WIRELESS 27&~ MI ICHELLORIVE Slllll: II WAltlU!CIIEEI( CA!/,1,MI& CONSULTANTh M 0 0 C') 0::: 0 Wo Cl..0 ::, (J) (.) 0.. ,o u. en 0 0 I-•-> z ~ ..J w r-m ~o 20<'. O <l:'. ~lli ~ Oa <t: a:: <t: <t: gi 3 00~<0 -,:u,oO~ ~Zz O::<D 0 ~ i= Sc?;;; a::wO::-'O 0 1-wco1-_u,'1.::, ...J I[) ::,a.. CO V O ·· :J M Z (L O (L N <l:'. @ . . . REV J DATE I 1SSUE \0/20'2017 1 90% CONSTRUCTION 2/612018 I 100•.4 coNSTRUCTI ON !11ESEl'i...,t.11$Allllll$IHUMEtll$0fS(IIV!CEAIWAIIE FQffHtECLIEll!'SUSESOI.ElYWI IHRESPECIIOIHIS PHOJECT lllESEP\.ANSSt...._lNOIBEAtlEREO MOOlflEOOR ll(PMOOUCEO..., PAR! OIi IIIWIIOI.E 'MIHOVIPRl~V'MIIIEN COUSE 1ll lt<ESEPl.ANS ME FOII MAlfEO !ODE FUl.l•Sll~A! AIIC><o2•·x:ir COPYRIOl<T~16Ji,,MESVACCAIIOAACH1TECI INC CE! llllE UTILITY PLAN , CONDUIT SCHEDULE, CIRCUIT DIAGRAM EP-2 (N) MAIN )' DISCONNECT (N) SHUTDOVIIN PROCEDURES S!GNAGE, MOUNTED ON INSIDE FACE OF DISCONNECT @ NOTES : ~ ~CONNECT SWITCH SIGN SHALL READ "UTILITY COMPANY POll\'ER DI SCONNECT SWITCH" 1N Y.· HEIGHT TEXT, WITH WHITE BACKGROUND AND BLACK LETTERING. 2. SIGN SHALL BE OUTDOOR RATEOWITH UV PROTECTION 3 SEE SPECIFICATIONS SECTION 26 05 00 FOR Cot-AMON WORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE @:l•ll•I•M~i:.l;J•IM#19lll;J~i ' ' ......... :o .... ~ .... Ral' .. :.:.".~.~.~:"N PROCl'OU<l~S ............ -... ·-·""'"" _____ ,,. •• h .... · ...... ,:_ ..... '·-·---." ·-.,., •• '.,..-; .... -...... :·,·.:; ... ~.· .. ::~:~·:· ~·;,".·.:.;;,,_ ... ,._ ... ., ...... ., ..... ,. -··-~·'"''"' ........... .. .. ~ ......... ~ .... --.. • ,.,.._....,.,~CMCRQ!NCT fHUJ DOWN PROC CPURC .. """""-·"·-· .... «----·· . , .... -·.~ '"'.':''.'".,'.: ... ,··-~ "''"'• , ............... ' .......... 11 .. .._,..._' ....... , . .,,.,.--...u ........ ~,,.-, ..... ~•:·~-., .... ~. -.,, ...... ... .. ,, ..... ,. .... , ....... -, ........... ,-., .. , .......... ~-~ .. ... ,.,, .. , .... ~---.. NOTES: s~-~~;: I 8 ~N SHALL BE MOUNTED ON INSIDE FACE OF PO'A'ER MAIN DISCONNECT SWITCH IN Y,· HEIGHT TEXT. W ITH WHITE BACKGROUND AND BLACK LETTERING. 2 SIGN SHALL BE OU TDOOR RATED. 3. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON WORK RESULTS FOR ELECTRICAL SHUT-DOWN SIGNAGE s~-~~;: I 9 ~ 1. Y."X<l"XG" COPPER GROUND BAR, TYP. OF SITE PRO 1 IMG-40616 WITH INSULATORS AND BRACKETS AS REQUIRED OR APPROVED EQUAL. 2. PROVIDE T AMPER 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 (N) 12 OR 16 AING SOLID CU CONDUCTOR WI GREEN, 600VTH\folN-2 INSULATION TO (NJ ANTENNA & (N) EQUIPME NT, TYP NOTES: t (N)1WO·HOLELUG. BOL TEO TO GROUND BAR USING %"·16Xl-Y."SSHEX HEAD BOLTS& HA@ROWARE . TYP. ' . MAIN ~ OUNOBAR~ #2AWGSOLID TINNED BARE CU WIRE TO GROUND ROD ~LY 'NO-ox· OXIDE INHIBITOR AGENT TO LUG ANO BAR CONTACT SURFACE. GROUND CONNECTION (N)f OIA. X l-112"SS BOLT. TYP.OF(2) TWO-HOLE GROUND LUG s~;~;: I 6 s~-~~;= I 7 (N) PULL1 ----~ JUNCTION BOX @ (N) BOND BUSHING , TYP @ CONDUIT STUB-UP tN)l 2 AWG FROM MGB !!b!!:! (N)#SAWG BONDING JUMPER. TYP. (N) GROUND ROD WI GROUND CLAMP (VER lZON WIRELESS) SCALE: """1[fs GROUND I NG A T PU L L BOX 3 ,.,:;m.,,;.,[]'.l"°; ... I BONDING n.~ ,UM -.. ~- ~ ... (N)#6AWG --= ' GROUND - CONDUCTOR (NJ X· DIA. X 10'·0" LONG COPPER CLAD GROUND ROD. GROUND ROD SHALL BE DRIVEN VERTICALLY. NOT TO EXCEED 15" VERTICALLY , .. I 1S ·~~. r SECTIO N GROUNDING A T POLE s~;~;: 14 • 25l',"t {N) R-SER IES ~ COMPOSITE ONE '!? PIECE LIO WI N90 BOLT DOWN K1T fhfili I . PULL/ JUNCTION BOX SHALL BE "CHRISTY" N1 6 . Vv'ITH ONE PIECE COMPOSITE LIO ANO N90 SS BOLT KIT AS MANU FACTURED BY OLDCASTLE ENCLOSURE SOLUTIONS (800-466-7070). 2. LID SHALL BE MARKED "STREET LIGHTING" 3. TOP OF VAULT SHALL BE SET FLUSH WITH SURRQUNDlNC ADJACENT SURFACE. 4. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION. 5. UTILITY VAULT SHALL NOT BE INS TALLEDWTHIN THE BOUNOAR!ES OF NEW OR EXIS"flNG CURB RAMPS 6 . PATCH/ REPAIR ADJACENT SU RFACES TO CONDITION EXISTING PRIOR TO WORK 7. AL L CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WTH THE AMERICAN CONCRETE IN STITUTE {ACI) 30 1. JUNCTION/ PULL BOX llil!Q!:! ~ SCALE: N.T.S 1. TRENCH BACKFILL: CLASS II OR CLASS Ill AGGREGATE BASE AT 90'M, COMPACTION NATIVE MATERIALS MAY BE USED A S BACKFILL WITH WRITTEN CONSENT OF AIE. NATIVE BACKFILL COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY SUITABILITY OF NATIVE BACKFILL PRIOR TO START OF CON STRUCTION 2 VER IFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION. 3. ADJUST LOCATION OF TRENCH AS REQUIRED PER RESULTS OF UNDERGROUND SERVICE LOCATOR RESULTS TO AVOID CONFLICT IMTH EXISTING UTIUTIES 4 PATCH/ REPAIR ADJACENT SURFACES TO CON01TION EXISTING PRIOR TO WORK 5 ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN CONCRETE IN STITUTE (ACIJ301 UTILITY TRENCH SCALE: N.T.S 2 =-JAMES VACC ARO A R C H I T E C T, I N C. •11001lO((WH.IJlll!C ,,.c,uc,.,c,.,••o .. o so01 u1on1011E ••U.tol u 11 F,.x ,u o,o.J\f .. ~Cl111EC1.COM www N,.~c,u1ec1.coM IfJr!': @) M O DU S. 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