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18-086 Encroachment Agreement, GTE Mobilnet, R.O.W. at 20573 Stevens Creek Blvd.CUPER040 I 417734 J<.C,v) Af ZoG·"73 5(GJ6iJ".:> C,ZC(k 1~L.{D. Cvr(i{ .. ct.lb ENCROACHMENT AGREEMENT This Encroachment Agreement ("Encroachment Agreement"), made this 2 "{ day of 1-4. II'( , 20 __!___j___ ("Effective Date") between the City of Cupertino, a political subdivision of the State of California, hereinafter designated "Licensor" and GTE Mobilnet of California Limited Partnership, d/b/a Verizon Wireless; with its principal offices at c/o Verizon Wireless, 180 Washington Valley Road, Bedminster, New Jersey 07921, hereinafter designated "Licensee": 1. Encroachment Agreement: This is an Encroachment Agreement as referenced iri that certain Small Cell License Agreement between Licensor and Licensee dated· May 16, 2017 . ("Agreement"). This Encroachment Agreement shall serve as an encroachment license. All of the terms and conditions of the Agreement are incorporated hereby by reference and made a part hereof without the necessity of repeating· or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the terms of the Agreement and this Encroachment Agreement, the terms of the Encroachment Agreement shall govern. Capitalized terms used in this Encroachment Agreement shall have the same meaning described for them in the Agreement unless otherwise indicated herein. · 2. Project Description and Locations. Licensee shall have the right to use the ROW for a Small Cell at the designated areas in the ROW as further described in Attachment 1 attached hereto (the "Licensed Area"). 3. Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment 1 attached hereto. 4. Term. The 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 Agreement shall be $1,500.00, as determined in accordance with Paragraph SJ of the Agreement, as adjusted by Paragraph 5.2. 6. Commencement Date. The first day of the month following the date Licensee has Commenced Installation of its Equipment at the Licensed Area. 7. Approvals/Fiber. It is understood and agreed that Licensee's ability to use the Licensed Area is contingent upon its obtaining all of the certificates, permits and other approvals ( collectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities, as well as a satisfactory fiber and electrical connection which will permit Licensee use of the Licensed Area as set forth above. In the event that (i) any of such applications for such Governmental Approvals should be finally rejected; (ii) any Governmental Approval issued to Licensee is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority; (iii) Licensee 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 certified 100817451_1.docx mail, return receipt requested, and shall be effective upon the mailing of such notice by Licensee, or upon such later date as designated by Licensee. All rentals paid to said termination date shall be retained by Licensor. Upon such tennination, this Encroachment Agreement shall be of no further force or effect except to the extent of the representations, waITanties and indemnities made by each party to the other hereunder. Otherwise, Licensee shall have no further obligations for the payment of Rent to Licensor. 8. Miscellaneous. ·------------------------ [Signature page follows] EXECUTED to be effective as of the date shown above. ~ .. ,, it . . l ·'la . s;: ,,.. , Clerk APPROVED AS TO FORM C~ORNEY'S OFFICE ]3 . . R nd lphHom City Atto ey Exhibits: Attachment 1 LICENSOR: City of Cupertino, a political subdivision of the State of California By: Q,3~ Name: C7&tl) Mc>Say . · ------,,---------c~---- Title: c,rf t:PC. rµf'fl(_ LICENSEE: GTE MOJ3ILNET OF CALIFORNIA LIMITED PARTNERSHIP, D/13/A VERIZON WIRELESS by Cellco Partnership, its General Partner l3y: . ~ U)-{f. J ~~f:-w ~IC-+-. Na,me: ~~~Dtt~~j-Q~Wc\_(t __ Title: D {'Qcti,r: NQ\U))(~ verizon" Jrnor ~ ~LVESDR 'E I ~11 ~I i SITE ~ SCOFIELD OR CA!..!.&E CUPERTINO 1Jt31¢1itl4M· DIRECTIONS FROM VERIZON W1RELE5S OFFICE WALNUT CREEK CA: HEAD NORTHEAST ON MITCHELL DR TOWARD OAK GROVE RD TURN LEFT ONTO OAK GROVE RD USE THE LEFT 2 LANES TO TURN LEFT ONTO TREAT BLVD TURN RIGHT ONTO N MAIN ST TURN RIGHT ONTO THE INTERSTATE 680 S RAMP TO OAKLAND/SAN JOSE MERGE ONTO 1-680 S CONTINUE ONTO 1-280 N USE THE2ND FROM THE R!GHT LANE TO TAKE THE DEANZA BOULEVARD EXIT USE THE L.EFT2 LANES TO TURN LEFT ONTO N DE ANZA BLVD TURN RIGHT ONTO STEVENS CREEK BLVD 1•uwAirn1•m 11.Wi TITLE VERIZON PM VERIZON CM VERIZON RF MODUS CM UTILITIES LANDLORD/ PROPERTY OWNER lllllh.-'!Te'l .'.Ir £H SIGNATURE :Jll{Ut>I DATE PROJECT DESCRIPTION THE PROJECT !NVOL.VES THE INSTALLATION OF AN UNMANNED WIRELESS TELECOMMUNICATION FACILITY CONSISTING OF AN ANTENNA AND ASSOCIATED EQUIPMENT ON A CITY OF CUPERTINO STEEL LIGHT POLE IN THE PUBLIC RIGHT OF WAY. EXISTING POLE FOUNDATION TO BE REMOVED AND REPLACED WITH NEW CONCRETE FOUNDATION. EXIST!NG POLE TO BE RELOCATED TO NEW FOUNDATION. EXISTING POLE FOUNDATION TO BE DEMOLISHED TO A MINIMUM DEPTH BELOV EXISTING GRADE AND ABANDONED IN PLACE. GENERAL SCOPE OF WORK 0 ANTENNA AND ASSOCIATED EQUIPMENT INSTALL A NEW CYLINDRICAL ANTENNA AND EQUIPMENT ON A STEEL LIGHT POLE. INSTALLATION CONSISTS OF (1) NEW CYLINDRICAL ANTENNA CONCEALED WITHIN NEW CONCEALMENT SHROUD AT TOP OF LIGHT POLE, {2) NEW RRUS EQUIPMENT CABINETS AND (1) NEW LOAD CENTER/ DISCONNECT MOUNTED TO LIGHT POLE ANO ASSOCIATED POWER, FIBER AND COAXIAL CABLES ROUTED WITHIN LIGHT POLE. D .E8lliI. ALL NEW EQUIPMENT AND MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE, INCLUDING ANTENNA SHROUD, MOUNTING BRACKETS, CABLE SHROUD/ SWEEP, RRUS UNITS, RRUS MOUNTING BRACKETS AND LOAD CENTER. 0 CABLING CABLING TO BE INSTALLED !NA TIGHT NEAT MANNER WITHOUT EXCESS CABLE LOOPS. D S!GNAGE FCC MANDATED RF NOTICE/WARNING AND SHUT-DOWN SIGNAGETO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS, THE CITY OF CUPERTINO REQUIREMENTS, THE CALIFORNIA PUBLIC UTILITIES COMM!SION GENERAL ORDER 95 SECTION 94.5 AND PACIFIC GAS AND ELECTRIC REQUIREMENTS. l@i3<illJ;:11•1;t1trn 1au•JW1 ~ JAMES VACCARO ARCHITECT, INC. 411 DONDEEWAY.UNITC PACIFICA, CA 94044 CONTACT: JAMES VACCARO, AIA CONTACT NUMBER. (415) 608-:3670 FAX NUMBER: (415) 963-4471 EMAIL:JVACCARO@JVARCHITECT.COM SURVEYOR HAYES t.AND SURVEYING AND MAPPING 2830 MADIGAN COURT CONCORD, CA94518 CONTACT: RICK HAYES CONTACT NUMBER: (925) 798--3591 EMAIL: RKSEYAH@COMCAST.NET STRUCTURAL ENGINEER JEFFREY M. VAN DYKE, S.E. 1470FELTAR0AD HEALDSBURG, CA95448 CONTACT NUMBER: (707) 696-3721 EMAIL:JEFFREY@STRUCTURALENGINEERlNGCONSULTING.COI AGENT PROJECT MANAGER MODUS, INC. 240 STOCKTON STREET, 3RD FlOOR SAN FRANCISCO, CA9410S CONTACT: KEVIN BOWYER PHONE:(408)219-5442 EMAIL: KBOWYER@MODUS-CORP.COM ..... 1,.7 ... r;'ffl" SITE NAME: SITE ID: LOCATION CODE: SF _CUPER040 CPSC040 417734 LTPL2344 17906 4993063026 ASSET ID: BADGE NUMBER: SERVICE ID: SITE ADDRESS: APPLICANT VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE 9 WALNUT CREEK, CA 94598 CONTACT: JENNIFER HAAS PHONE: (650) 759-13IT COUNTY: SITE TYPE: EMAIL: JENNIFER .HAAS@VERIZONWIRELESS .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: {408) 777-3354 EMAIL: ENGINEERING@CUPERTINO.ORG A.P.N.: OCCUPANCY TYPE: CONSTRUCTION TYPE: ZONING JURISDICTION: ZONING DESIGNATION: t.ATITUDE (NAO 83): LONGITUDE (NAO 83): GROUND ELEVATION: ROW ADJACENT TO 326-34-064 NIA-LIGHT POLE IN ROW TYPEV-B CITY OF CUPERTINO P{CG,RES) 37"19'23.13"N 122'02'05.67"W ±245.4' AMSL 1,m•rrnt, 1111 m1·m~rm r•g1 ALL WORK ANO MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE AUTHORITIES HAV!NG JURISDICTION. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE t.ATEST EDITIONS OF THE FOLLOWING CODES AND AUTHORITIES HAVlNG JURISDICTION. • 2016 CALIFORNIA ADMINISTRATIVE CODE, TITLE 24 PART 1 • 2016 CALIFORNIA BUILDING CODE, TITLE24 PART2 2016 CALIFORNIA ELECTRICAL CODE. TITLE 24 PART 3 2016 CALIFORNIA MECHANICAL CODE, TITLE 24 PART 4 2016 CAL!FORNIA PLUMBING CODE, TITLE 24 PART 5 2016 CALIFORNIA ENERGY CODE. TITLE 24 PART 6 2016 CALIFORNIA FlRE CODE, TITLE 24 PART 9 ANSUTIA-222-G 2018 NFPA 101, LIFE SAFETY CODE 2017 NFPA 70, NATIONAL ELECTRICAL CODE 2016 NFPA 72, NATIONAL F!REALARM CODE 2016 NFPA 13. SPRINKLER CODE 2013 AASHTO L TS-6 STATE OF CALIFORNIA GENERAL ORDER NO. 128 CITY/ COUNTY OROINANCES ANO CODES ACCESSIBILITY FACILITY IS UN-MANNED AND NOT FOR HUMAN REQUIREMENTS:HABITATION. DISABLED ACCESS NOT REQUIRE! IN ACCORDANCE WITH CALIFORNIA CODE OF REGUt.ATIONS TITLE 24, PART 2, VOL 1, CHAPTER 118, DIVISION 2, SECTION 118-203.5. -!•M¥i\MM4MMUd I 1 SHEET NO. T-1 T-2 T-3 C-1 A-1 A-2.0 A-2.1 A-3 S-1 S-2 EP-1 EP-2 EP-3 SP-1 SP-2 SP-3 PUBLIC ROW ADJACENT TO 20573 STEVENS CREEK BLVD CUPERTINO, CA 95014 SANTA CLARA COUNTY STEEL LIGHT POLE SHEET TITLE REV. TITLE SHEET SYMBOLS, ABBREVIATIONS GENERAL NOTES TOPOGRAPHIC SURVEY, EXISTING CONDITIONS SITE PLAN, ENt.ARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT ELEVATIONS ELEVATIONS DETAILS STRUCTURAL NOTES, DETAILS DETAILS SINGLE LINE DIAGRAM, EQUIPMENT GROUNDING DIAGRAM UTILITY PLAN, CONDUIT SCHEDULE, CIRCUIT DIAGRAM DETAILS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS 11~1111::. -~ JAMES VACCARO A R C H I T E C T, I N C. 411DONDEEWAY.UNITC PACIFlCAICA194044 41S.608.3670PH0NE14H.963.4471FAX INfO;}JVARCkITECT.COM WWW.JV ARCHITECT.COM £b.!fil:!I ••• •• 1 ~ ' . -Moo"us,"1Nc. 240STOCKTONSTREET,3ROFLOOR SANFRANC1SCO,CA94108 verizon" VERIZON WIRELESS 2785MrTCHELLDRIVE,SUITE9 WALNUTCREE.K,CA94598 CON_§.YLTANTS 0 ~ 00 0:::""" wo a. u => (f) (.) 0.. ,u LL en 0 0 I- I-::i ill I-ffi V (._) z ~;; <( ~lli~C)v <((l'.'.<(<(~ c300S..J- <ewc:50'? SZzlY'.'° 0 !!; [:: S2 ~ (l'.'.LlJO'.'...JQ u1-wa:i1-_wa..=1 _J C") =:l 0... a:i,-...u .. ::)U, z 0.. 0 0.. "' <( ~ _...,,-,,,,.,:.\, _;,'-'JIUIIE:sf.YJJ:.~"_., I* e-a32S1 *I • "w,c.;~,i. ,ii ";;',,,,,,,,& REV I DATE ISSUE 10/1712Q1I_J SQ.'!5, CONSTRUCTION_ 2/7/20..:!8 I 100% CONSJ]WCTION 3/23/~0% CONSTRUCTION R~ THESEPlANSAREINSTRUMENTSOFSERVICEANDARE FORTHEC'LIENT'SUSESOLELYIMTHrll:SPCCTTOTHIS PROJECT THESEPl.ANSSHAlLNOTBEALTEREO. MODIFIEDORREPROOUCiaOINPARTORINWHOLE WITHOUTPRIORWRITTENCONSENT THESEPLANSARE FORMATTEOT0BEFULL-SIZEATARCHD24-)(J6" COPYRIGHT 2!11SJAMES VACCARO ARCHITECT. INC TITLE SHEET T-1 & "L" @ I 0 /El (NJ . I % ' . AB AC AC NC ACI ACT ADA ADJ ADMlN NE AFF AGL AHJ AIA AISC ALT ALUM AMP AMSL ANOO ANSI APA AND ANGLE AT BY CENTERLINE DEGREE DIAMETER EQUAL EX.IST!NG FEET lNCH(ES) NEW NUMBER PER PERCENT PLATE PLUS/MINUS ANCHOR BOLT ALTERNATING CURRENT ASP HAL TIC CONCRETE AIR c;oNUITIONJNG AMERICAN CONCRETE INSTITUTE ACOUSTICAL CEILING TILE AMERICANS WITH DISABILITIES ACT ADJACENT ADMINlSTRATION ARCHITECT/ ENGINEER ABOVE FINISHED FLOOR ABOVE GROUND LEVEL AUTHORITY HAVING JURISDICTION AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM AMPERE ABOVE MEAN SEA LEVEL ANODIZE AMER!CAN NATIONAL STANDARDS INSTITUTE ANTENNA AMERICAN PLYWOOD ASSOCIATJON APPROX APPROXIMATE ARCH ARCHITECT ASCE AMERICAN SOCIETY OF CIV!l ENGINEERS ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS ARCHITECTS SUPPLEMENTAL INSTRUCTIONS ASSN ASSOCIATION ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR AUTO AVE AVG AWG AWS AZ BIB BAT BATT BC BC BD BORY BITUM BKG BLDG BLK BLKG BLT BLVD BM BOT BRG BRKT BSMT BTWN BUR SW C CTOC CAB CBC CCD ccw CD 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 BEAR!NG BRACKET BASEMENT BETWEEN BUILT-UP ROOFING BOTH WAYS CHANNEL CENTER TO CENTER CABINET CALIFORNIA BU!LDJNG CODE CONSTRUCTION CHANGE DIRECTIVE COUNTERCLOCKWISE CONSTRUCTION DOCUMENTS ABBREVIATIONS CEC CONSTRUCTION DRAWINGS CALIFORNIA ELECTRICAL CODE CEM PLAS CEMENT PLASTER CERT CERT!FY CFC CALIFORNIA FIRE CODE CF/Cl CONTRACTOR FURNISHED/ CF/01 CFM CHK CIR CJ CJ CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ OWNER INSTALLED CUBIC FEET PER MINUTE CHECK CIRCLE CONSTRUCTION JOINT CONTROL JO!NT Cl CENTERLINE CLASS CLASSIFICATION CLG CLR CM CMC CMU co COi COAX CONC COND CONN CONT COORD COR COOR CPT CSI CSK CSMT CT CTG CTR CTRL cu CUYO cw CYL d D DBL DC DEF DEG DEMO DEPT DST DF DIA DIAG DIFF DIM DISC DIST DIV DL DMARC ON DR DR OS DWG E EA EE EF EF EFS EGR EIFS EJ EL ELAST ELEC ELEM EMF CEILING CLEAR CONSTRUCTION MANAGER CALIFORNJAMECHANICAL CODE CONCRETE MASONRY UNIT COMPANY CERTIFICATE OF OCCUPANCY COAXIAL CABLE CONCRETE CONDITION CONNECT CONTINUOUS COORDINATE CHANGE ORDER REQUEST CORRIDOR CARPET CONSTRUCTION SPECIFICATIONS INSTITUTE COUNTER SUNK CASEMENT CERAA'IICTILE COATING CENTER CONTROL COPPER CUBIC YARD CLOCKWISE CYLINDER PENNY {NAll) DEPTH DOUBLE DIRECT CURRENT DEFINITION DEGREE DEMOLITION (DEMOLISH) DEPARTMENT DETAIL DOUGLAS FJR DIAMETER DIAGONAL DIFFERENCE DIMENSION DISCONNECT DISTANCE DIVISION DEAD LOAD DEMARCATION POINT DOWN DINING ROOM DOOR DOWNSPOUT DRAWING EAST EACH EACH END EACH FACE EXTERIOR FINISH EXTERIOR FINISH SYSTEM EMERGENCY GENERATOR RECEPTACLE EXTERIOR INSULATION AND FIN!SH SYSTEM EXPANSION JOINT ELEVATION ELASTOMERIC ELECTRIC ELEMENT ELECTROMAGNETIC FREQUENCY ENGR ENGINEER EPA ENVIRONMENTAL PROTECTION AGENCY EPDM ETHYLENE EQ EQUIP EQUIV EW EXCL POLYSTYRENE BOARD EQUAL EQUIPMENT EQUIVALENT EACH WAY EXCLUDE EXP EXP EXT EXT F FAS FAR FDTN FE FF FF&E FH FIN 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 Ge GEN GFCI EXPANSION EXPOSED EXTERIOR EXTINGUISHER FAHRENHEIT FARICATE(D) FLOOR AREA RATIO FOUNDATION FIRE EXTINGUISHER FINISH FACE FURNITURE, FIXTURE, AND EQUIPMENT FIRE HYDRANT FINISH FLASHING FLEXIBLE FLOOR FLUORESCENT FACTORY MUTUAL FIELDORnER FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUD FACEOFWALL FIRE PROTECTION FIREPROOF FIRE RATING FIRE RES!STANT FRAMING FIBER REINFORCED 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 G!-ULAM GLUED LAMINATED WOOD GSB GYPSUM SHEATHING GSM GSM BOARD GALVANIZED SHEET METAL GLOBAL SYSTEM FOR MOBILE COMMUNICATION GUAR GUARANTEE GYP GYPSUM GYP BO GYPSUM BOARD GYP GYPSUM PLASTER HOG HOT DIPPED GALVANIZED HOW HARDWARE HEX HEXAGONAL HGR HANGER HLDN HOLDDOWN HM HOLLOW METAL HORIZONTAL HIGH STRENGTH HEIGHT HORIZ HS HT HVAC HWY HYO IAQ IBC ID ID ID IF IFS ILLUM IMED IN JNCAND INCL INFO INSUL INT IR ISO ISO J-BOX JST K KIP KIT KO HEATING, VENTILATING AND A!R CONDITIONING HIGHWAY HYDRANT INDOOR AIR QUALITY INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL IDENTIFICATION INSIDE DIAMETER INSIDE DIMENSION lNS!OEFACE INSIDE FACE OF STUD ILLUMINATION IMMEDIATE INCHES INCANDESCENT INCLUDED INFORMATION INSULATION INTERIOR INSIDE RAD!US INTERNATIONAL STANDARDS CODE ISOMETRIC JUNCTION BOX JOIST THOUSAND THOUSAND POUNDS KITCHEN KNOCKOUT L L LAD LAG LAM LAT LAV LB LBS LED LF LH LHR LHS LIN LKNT LKWASH LL LLH LLV LN LNG LOC LONG LT LTD LTE LTG LVD LVR MAINT MAN MATL MAX MB MC MDF MECH MED MEMS MFR MFR REC MHZ MID MIN MIRR MISC MK ML MLDG MLII\/K MN MOD MOD BIT MR MS MSB MTD MTG MTG MTL MULL MULT MUT MW N NA NC NEG NFPA NFRC NIC NO NOM NORM NRC NRCA NS NTP NT$ 0/ 0/0 0 oc occ OD OF OF/Cl OF/01 OFS OPH OPNG ANGLE LENGTH LADDER LAG BOLT LAMINATE LATITUDE LAVATORY LAG BOLT POUND LIGHT EMITTING DIODE LINEAR FEET LEFT HAND LEFT HAND REVERSE LEFT HAND SIDE LINEAR LOCKNUT LOCKWASHER 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 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 NEGATIVE NAT!ONAL FIRE PROTECTION ASSOCIATION NATIONAL FENESTRATION RATING COUNCIL NOT IN CONTRACT NUMBER NOMINAL NORMAL NOISE REDUCTION COEFFICIENT NATIONAL ROOFING CONTRACTORS ASSOCIATION NO SCALE NOTICF TO PROCEED NOTTO 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 OPP OPT OSHA PAR PAR PART PAT PB PB PED PEN PERF PE.RIM PERM PERP PH PKWY PL PL PLAS PLAS PLAT PLYWD PN PNL PO PPC PREFAB PRELIM PREP PREV PROJ PROP PSF PSI PT PT PT PV PVC PWR DC DTY OUAL R R RB RCP RD RD REBAR REC RECD RECPT RECT REF RE!NF REM REQ REQD RESIL REV RF RF RFI 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 SQ OPPOSITE OPTIONAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PARALLEL PARAPET PARTIAL PATTERN PAN!C 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(D) PRELIMINARY PREPARATION PREVIOUS PROJECT PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT POST TENSIONED PRESSURE TREATED PHOTOVOLTAIC POLYVINYL CHLORIDE (PLASTIC) POWER QUALITY CONTROL QUANTITY QUALITY RADIUS THERMAL RESISTANCE RUBBER 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 REQUEST FOR INFORMATION REQUEST FOR PROPOSAL RIGHT HAND 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 SQUARE FOOT (FEED SHEET SHEATHING SIMILAR SCORED JOINT SKETCH SKYLIGHT SEALANT SLEEVE SPECIFICATION SPRINKLER SQUARE SOFT SQIN ss ST ST STC STD STL STIF STOR STR STRUCT SUB SUP SURR SUSP SYM SYMM T T&B T&G T&M TB TELCO TEMP THERM THK THRES THRU TMA TN TO TOC TDF TOF TOP TOPO TOS TOW TRANS TRANS TS TYP u UG UL SQUARE FOOT SQUARE !NCH STAINLESS STEEL STAIRS STREET SOUND TRANSMISSION CLASS STANDARD STEEL STIFFENER STORAGE STRAIGHT STRUCTURAL SUBSTITUTE SUPPLEMENTARY SURROUND SUSPEND SYMBOL eYMMCC:TRICAL TREAD TOP AND BOTTOM TONGUE AND GROOVE TIME AND 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 UMTS UNIVERSAL. MOBILE UNO UON UTIL UV V VAR VCT VENT VERT VIF voe w w Wi VWD WW WC WD WFBM WL WM WO WP WP WPM WR WR WRB WT WWF WWM WWR TELECOMMUNICATIONS SYSTEM UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED UT!LJTY ULTRAVIOLET VOLT VARIES VINYL COMPOSITION TILE VENTILATION VERTICAL VERIFY IN FIELD VOLAT!LE ORGANIC COMPOUND VOLTAGE WEST WIDE \MTH WITHOUT WALL TO WALL WATER CLOSET WOOD WIDE FLANGE BEAM WIND LOAD WIRE MESH WORK ORDER WATERPROOFING WEATHERPROOF WATERPROOF MEMBRANE WATER REPELLENT WATER RESISTANT WATER RESISTIVE BARRIER WA 11:R RESISTANT MEMBRANE WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH WELDED WIRE REINFORCEMENT X BRACE CROSS BRACE XFMR TRANSFORMER YD YARD 3 ROOM---ROOM NAME ~ROOM NUMBER .,,__,.,? COLUMN ,,:z....--TAG 0----DOORTAG 0--WINDOWTAG &OREVISIDN NUMBER I ~SECTION REF REVISION ~ SECTION NUM~~~NCE CLOUD :a;HE!;'.T NUMBER I \ DETAIL NUMBER ,--.. r@=DETA!LREFERENCE 1, ___ , X SHEETNUMBER &=ELEVATION REFERENCE ELEVATION NUMBER SHEET NUMBER X X SHEET NUMBER 0==1NTERJOR ELEVATION REFERENCE ~ELEVATION NUMBER ------@-wALL TAG ~EQUIPMENT TAG ~ 00 --:~~ATION ---0----:~~~RENCE MATCH LIN§._MATCH -----LINE ~BREAKLINE ---PIPE BREAK MARK ---·--!i,---CENTERLJNE ~-PROPERTY/ LEASE LINE GRAPHIC SYMBOLS _11 --·EARTH ~~ ;~~~~EgRAVEL (.<§\~:;£._:Y,:fz•}\<r.(~1 SAND E ,,;, . -: . -~ I CONCRETE 1.000001 ~~~~~~~E ~ BRICK{PLAN) ffl,'f;t:1,1\il;,ll BRICK (SECTION) ~ ~~~g~~~UNIT (PLAN) CI:C ~~;i:~~~NIT (SECTION) f2(J //3 ::~~ED B>)))))))))))j PLYWOOD ~GLUlAM ~STEEL r---1 STEEL L J STUD r0NW&Bt/li ~~1JLATION Od#llfffAJ#fl f~~~DLAT!ON w>:;~,-..-V,(i:,. f<1jc;,I i~sAu~~~~y C : •!·:·: <.": I ~~~~~ARD ~ f~~~~l~~g~~)LUMBER (7.;t f7:,.~·-0 g~S~~~AND WIRE MESH ~ ~~~~~~~'g~~) ~~~l~G MATERIALS SYMBOLS 2 _';;;;-JAMES VACCARO A R C H I T E C T, I N C. 411DONDEEWAY,UNITC PACIFICAICAl94044 415.608.3670PHONE1415.963.447lFAX ~:~0:;g~:ggg~ CLIENT --MODUS,'INC. 240ST0CKTON$TREET.3R0Fl00R SANFRANC1SCO,CA94108 verizon" VERIZON WIRELESS 276~ Ml7CHELL DRIVE. SUITE9 WALNUTCREEK,CA94598 CONSULTANT_§_ REV 0 ""' 0 ~o we!; Q. C) :) (/) (.) a.. ,o LL en 00 I- I-::::; m ~m:::!o z:.::o <l'. ~:±P~~dv <i:a::<i:"<8 i3UUS.J. <i:u:,cjO'? SZzO::<D o~i==~~ a::wO::-'O 0 1-w m1-_u:, CL=> _J ct) ::) a.. co r-0 .. =>"' z (LO (L N <{ 1 \1011712017 9.Q% CONSTRUCTION 217/2Q!_8 I 190% CONSTRUCTION ~/2018 1100",_i_CONS_IRUCTION ~V. ~~\•~H~~~~; ~~~~~E~~T~~ i~~tiJ'r\rgitH~ PROJECTTHESEPLANSSHALLNOTBEALTEREO. MODfflEOOR REPRODUCED IN PART ORIN WHOLE WIT~~~:T~~i ~~1r;tl~~7-z5:~ ATRH;i~~~~ ARE COPYRIGHT 2016JAMES VACCARO ARCHITECT. INC SH.EETTITI,E SYMBOLS, ABBREVIATIONS T-2 GtH\tu:aL~ftes, ,i ""i , Js i•j ~' 0 ! !Fi.it\~0 ~0,,,,,J ,,v.,x1{'1:t,1p• GENERAL NOTES 1. CONTRACTOR SHALL VERIFY AND COORDINATE ALL NEWAND EXISTING CONDITIONS ANO DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING AND START OF CONSTRUCTION. IF ANY DISCREPANCIES, !NCONS!STENCIES OR OMISSIONS ARE FOUND, THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED, IN WRITING FOR CLARIFICAT!ON PRIOR TO PROCEEOJNG WITH WORK. 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND COORDINATED WITH ALL OF THE WORK OF ALL TRADES. IF DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING FOR CLARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF WORK. 3. ABBREVIATIONS THROUGHOUT THE Pl.ANS ARE THOSE IN COMMON USE. NOTJFYTHE ARCHITECT/ ENGINEER OF ANY ABBREVIATIONS IN QUESTION. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WlTH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPL YWITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUl ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE CODE AND REGULATIONS. 6 UNLESS NOTED OTHERWlSE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS lNDlCATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPEC!FlCALLY STATED OTHERWISE. 6. lFTHE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER. 9. LEGAL EXITS SHALL NOT BE BLOCKED AT ANYTIME. 10. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY LOCAL CODES. 11. THE ARCHITECT/ ENGINEER SHALL BE CONSULTED IN ANY/ ALL CASES WHERE CUTTING !NTO 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 CABLES. GROUND CABLES AS SHOWN. CONTRACTOR SHALL SHALL ADD NSNCONOUIT AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER. 13. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACT!ON OF THE OWNER. 14. CLEAN UP AND DISPOSAL-REMOVE DEBRIS, RUBBISH AND WASTE MATER!AL FROM THE OWNER'S PROPERTY TO A LAWFUU LEGAL DISPOSAL AREA AND PAY ALL HAULING AND DUMPING COSTS. CONFORM TO PERTAINING FEDERAL, STATE AND LOCAL LAWS, REGULATIONS AND ORDERS UPON COMPLETION OF WORK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN AND FREE FROM DEBRIS. CLEAN ALL STAINS, PAINT SPOTS, DROPPINGS, AND OTHER BLEMISHES. 15. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK AND SURFACES FROM DAMAGE DURING THE COURSE OF CONSTRUCTJON AND 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. VVHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS AND/ OR CONNECTION, A MIN!MUM OF 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSISlE DURATION AND SHALL BE APPROVED IN ADVANCE BY THE OWNER. 16. ALL CONTRACTORS PERFORMING WORK ON THE SITE SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING A REASONABLE AND PRUDENT SAFETY PROGRAM INCLUDING BUT NOT LIMITED TO THE !SOLA Tl ON 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 WITH THE RESPECTIVE UT!LITY COMPANIES 20. THE CONTRACTOR SHALL COORDINATE THE REMOVAL,ABANDONMENT,AND/ OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW GRADE WlTH THE RESPECTIVE UTILITY COMPANIES. 21. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN PUBllC RIGHTS-OF-WAY ACCORDING TO LOCAL JUR!SD!CTJONAL STANDARDS AND 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 WITH AISC SPECIFICATIONS. 24. THE EXISTING SITE JS IN FULL OPERATION ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK MUST BE COORDINATED WITH THE OWNER. ALSO. WORK SHOULD BE SCHEDULED FOR AN APPROPRIATEWINDOWTO MINIMIZE DISTURBANCE. 25. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY SUBSTITUTIONS, INCLUDING CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT AND DETAILS OF CONSTRUCTIONS FROM THOSE SHOWN. THE SUBSTITUTIONS PROCEDURES PER SPECIFICATIONS SECTION 01 25 00 SHALL BE FOLLOWED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIS!L!TY FOR PERFORMANCE AND ASSOCIATED COSTS FOR ANY SUBSTITUTION NOT APPROVED IN WRITING BY THE ARCHITECT/ ENGINEER PER SPECIFICATIONS SECTION 01 25 00. 26. PROV!DEA PORTABLE FIRE EXTINGUISHER WlTH A RATING OF NOT LESS THAN 2-A OR 2-N10-BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTION. 27. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION. 28. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQUIPMENT AND MATERIALS WHICH MUST INTERFACE AND COORDINATE WITH OTHERS. WHETHER DETAILED OR NOT. 31. THE CONTRACTOR SHALL OBTAIN OSHA PERMITS FOR ANY VERTICAL EXCAVAT!ON OVER 5'-0" DEEP INTO WHJCH PERSONS MUST DESCEND. 32. ALL DISSIMILAR METALLIC MATERIALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION, WHETHER DETAllED OR NOT. ALL WOOD IN CONTACT WlTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. SITE WORK NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES AND CONDUCT UNDERGROUND UTILITY LOCATING AND MAPPING PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALl BE PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS D!RECTED SY CONSTRUCTION MANAGER ONLY UPON APPROVAL OF SPECIFIC UTILITY OWNER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 3. ALL SITE WORK SHALL BEAS INDICATED ON THE DRAWINGS AND PROJECT SPECIF!CATIONS. 4. IF NECESSARY, RUBBISH, STUMPS. DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTNE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK. SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WlTH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES. 6. CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATION. 7. CONTRACTOR SHALL CEASE EXCAVATING IF UNIDENTIF!ED UTILITIES ARE ENCOUNTERED. 8. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER OF EXCAVATION DAMAGE AND TAKE STEPS TO MITIGATE DAMAGE ANDI OR ASSIST WITH REPAIR. 9. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BACKFILL AND OTHER PHYSICAL SUPPORT TO PROTECT UNDERGROUND UTILITIES. 10. CONTRACTOR SHALL MINIMIZE DlSTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 11. THE CONTRACTOR SHALL PROVIDE SITE Slt.,;NAGE IN ACCORDANCE WITH VERIZON WIRELESS AND AUTHORITY HAVE JURISDICTION SPECIFICATIONS FOR SITE SIGNAGE. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. CONCRETE NOTES 1. ALL POURED-IN-PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,000 PSI AT 26 DAYS, UNLESS OTHERWISE NOTED (DESIGN BASIS 2,500 PSI-NO SPECIAL INSPECTION REQUIRED). CEMENT TO BE TYPE II FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARD:; str BY THE AMER!CAN CONCRETE INSTITUTE 3. ALL REINFORCING STEEL,ANCHOR BOLTS, DOWELS ANO OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED JN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS. ETC. WITH 314 lNCH CHAMFERS UNLESS DETAILED OTHERWISE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. REINFORCING STEEL NOTES 1. REINFORCING STEEL SHALL CONFORM TO ASTM A"S15 GRADE 60 U.O.N. 2. BARS SHALL BE CLEAN OF MUD. OIL OR OTHER COATINGS LIKELY TO IMPAIR BONDING. 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED SY THE STRUCTURAL ENGINEER. STEEL NOTES 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 AND SHALL SE FABRICATED AND ERECTED IN ACCORDANCE WITH AI.S.C. SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST ADDITION. 2. BOLTSSHALLCONFORMT0ASTMAS07. UNLESS NOTED OTHERWISE. 3. PIPE STEEL SHALL CONFORM TO ASTfvl 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-OJP GALVANIZED AFTER FABRICATION. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALLBE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWlNGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. WELDING NOTES 1. THEQUALITYOFMATERIALSANDTHE FABRICATION OF ALL WELDED CONNECTIONS SHALL BE IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE, AWS 01.1 LATEST EDITION. 2. SPECIAL INSPECTION OF WELDING PER SECTION 1704 IS REQUIRED. A QUALIFIED AND CERTIF!ED INSPECTOR SHALL BE PRESENT DURING SHOP AND FIELD WELDING OPERATIONS UNLESS OTHERWlSE NOTED AND SHALL INSPECT ALL THE WORK AS REQU!RED BY AWS 01.1, SECTION 6. 3. SPECIAL INSPECTION NEED NOT BE CONTINUOUS FOR THE FOLLOWING ITEMS, PROVIDED THE MATERIAL. QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK: PERIODIC INSPECTIONS MAY BE MADE OF WORK IN PROGESS AND A VISUAL INSPECTION OF ALL WELDS JS STILL REQUIRED. 1. SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/161NCH. 4. INSPECTORS SHALL POSSESS AND BE FAMILIAR WITH THE APPROVED WELDING PROCEDURE SPECIFICATIONS (WPS). 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS USING PRE-QUALIFIED WELDING PROCEDURES. 6. THE INSPECTOR SHALL CONFIRM THE QUALIFICATION OF WELDERS, THE USE OF AWS QUALIFIED PROCEDURES, THE MANUFACTURER'S RECOMMENDED USE OF AUTOMATIC EQUIPMENT AND THE PROPER USE OF PREHEAT, IF REQUIRED. PAINTING NOTES 1. EXTRAMATERIALS: DELIVERTOOWNER1 QUART OF EACH COLOR AND TYPE OF FINISH COAT PAINT USED ON PROJECT, IN CONTAINERS, PROPERLY LABELED AND SEALED. 2 MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED, UNLESS NOTED OTHERWISE. 3. MATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH 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 HARDWARE, AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED. MASK ITEMS THAT CANNOT BE REMOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE. I 6. CLEAN AND PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA. SCHEDULE PAINTING SO CLEANING OPERATIONS WlLL NOT DAMAGE NEWLY PAINTED SURFACES. 7. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. APPLY PAINTS TO PRODUCE SURFACE FILMS WlTHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPJNESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND 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 PAINTING AND COATING SPECIF!CATlONS. LIGHTING NOTES 1. LUMJNAIRES, JUNCTION BOXES, 1-112" RIGID MET Al CONDUIT, 1-1/2" PVC CONDUIT, AND POLES SHALL COMPLY WITH SECTlON 86 OF THE CALTRANS STANDARD SPECIFICATIONS AND CITY OF CUPERTINO STANDARD DETAILS. 2. LUMINAIRES MAY BE CUT OFF, TYPE M-11 OR M-11! l.t.S. LIGHT DISTRIBUTION, UNLESS OTHERWISE NOTED. AT CUL-DE-SACS USE TYPE M-UI OR BffiER, UNLESS OTHERWISE NOTED. 3. THE SERVICE SUPPLYING ELECTROLIER CIRCUIT SHALL BE FUSED AND GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AT THE FIRST JUNCTION BOX. AN ADDITIONAL FUSE !S REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR. CONDUCTORS SHALL BE#S THW UNLESS OTHERWISE NOTED AND ALL SERVICE SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCATED AT THE LUMINAJRE UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL OBTAIN A SERVICE POINT CONFIRMATION AND A CLEARANCE FROM THE C!TY OF CUPERTINO PUBLIC WORKS DEPARTMENT PRIOR TO INSTALLING ANY FOUNDATIONS, POLES, CIRCUITS AND CONDUCTORS. UNDERGROUND SERVICE ALERT SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTILITIES. 5. PRIOR TO PLACING ANY WORK OTHER THAN CURB AND GUTTER, THE CONTRACTOR SHALL SUPPLY THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT WITH A PACIFIC GAS AND ELECTRIC COMPANY ELECTRICAL POWER DESIGN WITH ELECTRICAL SERVICE POINTS AND POLE NUMBERS. 6. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER JS REQU!REDj TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBMITTAL TO PACIFIC GAS AND ELECTRIC). 7. CONTACT PAC!FlC GAS AND ELECTRIC FOR ADDITIONAL REQUIREMENTS AND CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECT!ONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRICAL INSPECTIONS. 6. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL, MANUFACTURER'S SUBMITTALS FOR ALL NEW LUMINAIRES. 9. ALL CONDUCTORS SHALL BE SIZED !N ACCORDANCE WITH THE NATIONAL ELECTRICAL "";-JAMES VACCARO ARCHITECT, INC. ~11 DONOfEWAY.LINrTC 415.60a.i6~~ 1 ~~~E~/J.~~~ •. m F'AX INfO.,..JVARCHJJECT.COM WWW.JVARCHITECT.COM CLIENT MODUS:INC. 240ST0CKT0NSTREET.3RDFL00R SANFRANCISCO.CA94108 verizon" VERIZON WIRELESS 27MMITCHELLDRIVE.SUITE9 WALNUTCREEK,CA94598 CONSULfANT-S _____ _ 0 'q" 00 Cl!: s;j" wo a. () :::::> (/) (.) Q_ I 0 u. en 00 f- f-:'J ill f-CO'St(.) Z><'.o< ~lli~d~ <o::..:<8 3oos.,J. "'(J) oo '? SZz 0::<0 o~i'=S2~ o::wO::-'O 0 f-Willf- _(l)O..::::> _J ct) =:, a.. m"" u .. ::::,,,-, z a..o a.. N < ® -' ' " CODE. t,•"e"v-.-"'oA"°TEo-.-----c,sc,su"'E __ _ 10. ALL OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 1 10/17/2017 90% CONSTRUCTION 2 217/2018 100% CONSTRUCTION 3123/2016 100% CONSTRUCTION REV., 11 • :i::ii~ ~NR~:,T;~~~~~6~:.=:~~~NCEt--t---+------ MUST BE OBTAINED FROM PACIFIC GAS AND ELECTRIC PRIOR TO INSTALLATION. THESEPLANSAREINSTRUMENTSOFSERVICEANDARE FOR THE CLIENT'$ U(a~ SOLaY WITH R!"SPecr TO TtU'> :~gl~i~ J~~:~~~:~!Lp~ ~~ ~~~fE WITHOUT PRIOR WRITTEN CONSENT THESEPI.ANSARE FORMATT&lTOBEFULL-StZEATARCHD24"X36"' C0PYRIGHT2016JAMESVACCAROARCHITECT,INC GENERAL NOTES T-3 'if i ~ t i ~ ~ i > i >-< ij ~ I ~ Q ~ ·~ >--"" i ij ~ I .....:i Q z -<r: ~ OVERALL VIEW 20 SCALE Ii I IO• EXISTING BUILDING 326-34-()65 PAI-ED SURFACE PAim. SURFACE otHtt EXtsnNG BUILDING 326-34-()64 .i(, ""f%Z" Ct/Ra GUmR, AND .57DEWALK STEVENS CREEK BOULEVARD N W*E s GRAPffiC SCALE 'k.-..,.W-l; 1L~~)IL PROJECT AREA 10 SCALE ~· .4/16 \., ,if',° \; ~I ":/ i ~ ( I ~ 5Z Q >--~ .....:l Q z .-,,:: ~ GEODETlC COORD/NA TES TAKEN HERE AT CENTER OF SECTORS (HAD S.J) 1if. ~: st,~ EXISTING GROUND EI.EVA "llON: AT BASE' OF LT POtE-245.4' AJISL EXJSTING STRIJCTU~ 0\£1i'AU. HICH POINT: TOP OF SENSOR•.D.S' AGt. moor LT~t:a,· __ , -1' n:IPOF'LTf'a.EHIQHPalfT OF'~AGt CUPERTINO ;i .· li ~ [].' . ~ " :i..; '· t N 0\t''tE<:S Cr,"":!~ 8 'Id Dk •'/',,C:tU-'~ ")\..: ... EXISTING I.ROUND ELEVAllON: AT BAS£ OF LT POLE-246.4' ,WSL POLE DETAIL 5 SCALE 1•-5' -- EXtsnNG BUILDING ~ WRB, GUTTER, AND SIDEWALK STEVENS CREEK BOULEVARD El ::MapdftloJ.~~• -~L-.J Te~•JU<e J· VICINITY MAP N.T.S. PROPERTY INFORMATION SITE, 20573 S1e't£NS CREEK BOULEVARD CUPERTINO. CA 95014 BASIS OF BEARING BEARINGS SHOWED HEREON ARE BASED UPON U.S. STA'TE PLANE NADl!J COORDINATE S'l'S1EM STATEiPI..ANl=COORDJNAJ"l,ZQNEJ, DET£RM!NED BY GPS OBSERVA lJONS. BENCHMARK El.£VATI0N ESTABLISHED FROM GIS DERl\'EO ORTiiOMETRJC HEIGHlS. APPLYING GEO!O 99 SEPARATIONS, CONSTRAINING TO NGS CONiROL STATION 'WlZ' El.EVATION-450.o' (NAW88) SURVEYDAlE 9/08/16 JN SAID llTI.E REPORT AFFECTING ,UNOING 1HE LEASE HA VE BEEN NOT PERFORMED A SEARCH OF PUBLIC ANY DEFECT IN Tlll.E ISSUED • HEREON 15 PLOTIED FRCU RECORD NOT CCNSllnJTE A BOUNDARY SURVEY UTIU1Y NOlES SUR\£YOR DOES NOT GUARAN'T!E lHAT AU. UTILITIES ARE SHOWN CR lHEIR LOCATIONS. IT IS lHE RESflONSIBIUiY OF lHE CCNlRAClOR ANO CEVEI..OPER TO CONTACT U.5.A. ANO ANY OTHER IN'v'OLlflO AGENCIES TO LOCATE AU. UTILITIES PRIOR TO CONS1RUC1JON. REMOVAL, RELOCATION ANO/ OR REPLACEt.lENT IS ~ONSIBIUTY CF' lHE CONlRACTOR. ~ . ? ir ·s + GEODEllCCQORDINA"l£S #SP0TEl.£VA1ION ~ Dlg.jAN1ENNA ~ . 'lli " E "" WAlER CONlRCJ.. VALVE: FlREH'IDRANT GUYCONDUCltlR FCUNDASNOTED POWE'.APOI..E UCHTPOLE El.EClR.tCAl..lRAN!nlRMER AIRCONDlna.llNGUNIT 1El..EFHON!::PEDESTAL 1El..EFHOOE VAUI...T lELEFHOOE:l,W,IHOI..E I GASVALVE ollllGASlltlER ----PROPERTl'UNE'. ----CHAINLINICFENCf ~ "' ~ 1~1~ to !1;; ~ I.~~ • V'\ J.r~"'~ ~ ~ tc:i~ -:s:: ~~ i:~ '5t:. ~1 !2~ :::c: ~<t: ~~~ 'c: 0 N ·-1.. ~ ~ '1-1~ ><: 0 t:2u g 0~'9 ~~8~ :c::u ~ ~ E~:~ ~:z: CJ N It')~ i;;r;;-- ~~t5g ~ :!: f:! ,a; 0 '-' = ~~~ ~c.3 re~E~g 8,~~ ~~ ~ ~ ~~ ~ u w > "' Cl >- w ...J Cl z < m _6ili. 'y' ~~ 0 0 Z 0 0 z "0 ~~~ ·l~1~ ", DEMO {E) POLE CONCRETE FOUNDATION-1---1-+-- TO A DEPTH OF 12" MIN. BELOW GRADE. DISCONNECT, CAP & MAKE SAFE {E) CONDUIT & CONDUCTORS & ABANDON IN PLACE.. PATCH/ REPAIR (E) TURF IN KIND (E) STEEL STREET LIGHT , rt'17 POLE TO BE RELOCATED TO NEW FOUNDATION (N) VERIZ~~~~~~!! Ci:Y'LJ~y~~~DEl!\.EDWITHIN ~ ~~NJ SHROUD) 1&2 A-2.1 ENLARGED ANTENNA LAYOUT 4. DEMO (E) POLE CONCRETE-----+--!--~ FOUNDATION TO A DEPTH OF 12" MIN. BE.LOW GRADE. DISCONNECT, CAP & MAKE SAFE {E) CONDUIT & CONDUCTORS & ABANDON IN PLACE. PATCH/ REPAIR (E} TURF IN KIND _6ili. 'y' (E) STEEL STREET 1 -4l 1"<1 / \ c LIGHT POI.E TO BE RELOCATED TO NEW FOUNDATION L\ <1 ~ ~t~l;~CNLE WRONG--::r::~~~::1::1~;;;;~23~"0f"--,--1 -(NJ VERIZON WIRE.LESS- O:: RRUS UNIT, TYP. OF (2) <J 0 TOTAL ~ ~~ ...J Cl z < m ~ "11 \ii § ~ I @(E)STEELSTREET LIGHT POLE ON (N} CONCRETE WFOUNDATION ) ti\-) ~ ~(N)CONCRETESLAB 1 .\\ 8.' .. : ~~t~~~~gN"BlKE \ <J . \ .. '" ~ , e: ENLARGED EQUIPMENT LAYOUT l'I <1 \ii \ L\ ;;\ 'ff" ~:l ;;·~;;;. (NJ CONCRETEU SLAB \.S-1 1' 2' 'iii l \ <1 LJ ~ 'iii 11 z 9, ii> ----- \ (;,_ L 2 UJ > "' Cl >- ~ l \APPROXIMATE {L.ocATlON OF (E} UG STREET LIGHTING CONDUIT/ CONDUCTORS ~;REE, I :,p13 :..12 .. ~---......•. A-1A-1 (N) VERlZON WIRELESS •• EQUIPMENT/ ANTENNA LOCATION AT STEEL STREET LIGHT POLE BADGE #17906 NOTE: 1. EXISTING UNDERGROUND SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE ONLY AND SOLELY BASED ON CLIENT PROVIDED INFORMATION. lT JS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACCURATE VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION !S MADE THAT ALL EX!ST!NG SUBSURFACE UTILITIES ARE SHOWN. 2. SEE SITE WORK NOTES ON SHEET T-3. 3 I SITE PLAN (E) BUILDING APN 32 6~0 64 STEVENS CREEK BOULEVARD -=-JAMES VACCARO ARCHITECT, INC. 41:A~~:g~~:79~~~ C 415.608.307QPHONC14l5.963.447lFAX INfO,,JiJVARCHiTECT.COM WWW.NARCHJJl:CT.COM CLIENT --MODUS, INC 240STOCKT0NSTREET.JRDFL00R SANFRANC1SC0,CA94108 verizon" VERIZON WIRELESS 27S5MITCHELL0RIVE.SUITE9 WALNLITCREEK,CA945SS CONSU[T~AN,,--re_s _____ _ 0 """ ~o wg c.o ::, Cl) (.) 0. 10 u. Cl) 0 0 f- f-~ ill f-CO:;!U Z,co <( ~!j1~3i <(Q'.<(<(o 3uus;.,;. <(Cf)QO'? SZz O'.<O o~f"S2~ O'. w O'. _J 0 ()f-W'°f- -(/) 0. :::J _J C") ::l Q.. (D r--(.) .. :::J"' z 0. 0 0. N <( i) . . RE\Ll_ DATE ISSll_E 1 10/17/2017 90% CONSTRUCTION 2/7/2018 100% CONSTRUCTION 3/2312018 l10Q% CONSTRUCTION R~ ;~!~i~i~~\~~~iif i{t~~\!f ff f t~i ~~g::1~: ~~lf~L~~~EE~ ::~~~~/RE COPVRIGHT2016JAMESVACCAROARCHITECT,INC SITE PLAN, ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 ~~~~;~16:~;~~~~~ ~ (CONCEALED WITHIN SHROUD) G\{N} FRP CONCEALMENT· ~SHROUD (Jiffi}{N) VERIZON WIRELESS DIPLEXER (CONCEALED WITHIN SHROUD) ~(NJ WIRELESS METER ~(CONCEALED WITHIN SHROUD) ~(N)SHEETMETAL· '\fvSK!RT ~{NJ VERIZON WIRELESS \.!:.::) CAUTION SIGNAGE/ DECAL (jifli}(N) VERIZON WIRELESS RRUS UNIT, TYP. OF {2) TOTAL (NJ BICYCLE WRONG WAYS!GN RELOCATED"BlKE ~ ROUTE'SIGN ~(N) VERIZON WIRELESS ~CABLE SHROUD, TYP. ~(N) VERIZON WIRELESS LOAD ~CENTER/DISCONNECT (El STEEL LIGHT POLE----ll':I RELOCATED TO NEW CONCRETE FOUNDATION (E) CONCRETE SIDEWALK G"\(N) CONCRETE ~FOUNDATION PROPOSED NORTH ELEVATION NOTES: TOP_9F Q:!l C9NCEALMENT SHROUD ±37'-0"AGT. RAD CENTER OF (N) VERIZON WIRELESS CYLINDRl~~~:~~~t $ TOP O~i~-~!~b~C. $ TOP OF RELOCATED LIGHT POLE :l:31'·6"A.G.L. TOP OF (N) RRUS UNITS 13'·3"AG.L. TOP OF (N) SIGN ±13'-0~G.L. ~()TT~ OF fNJB_RUS UN_!Th 11'-4"AG.L TOP OF (NJ LOAD CENTER/ DISCONNECT ±10'..[J"AG.L. BOTTOM OF {N) LOAD CENTER/ DISCONNECT ±9'-0"AG.L. 1. EXISTING POLE MOUNTED $1GNAGE SHALL BE RELOCATED TO NEW POLE LOCATION. 2. DEMO EXISTING EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING POLE FOUNDATION AND PLACEMENT OF NEW FOUNDATION. REPLACE EXISTING SIDEWALK IN KIND. 4' I 2 (E} LUMINAIRE----- (E) 8' STEEL MAST ARM (E) STEEL LIGHT I POLE TO BE RELOCATED TO NEW CONCRETE FOUNDATION (E) "BIKE ROUTE" SIGN TO BE RELOCATED (E) CONCRETE SIDEWALK EXISTING NORTH ELEVATION TOP QF (~;.~~.!¥b~C. TOP OF ~HT POLE ±32'-0"A.G.L. TOP J.~\@~~G~ $ SCALE: ~ 2' -=-JAMES VACCARO ARCHITECT, INC. --MODUS. INC. 240S:;~i~~~~;~A3~1~~00R verizon" VERIZON WIRELESS 27:A~~i~~~.l~:i~~9 CONSULTANTS 0 ,q" 0 0:: 0 w~ ll. l) :::, (f) (.) CL ,o LI. (/J 0 0 f- r ~ ill r-co "q" (_) z"';:; <( ~tH~d;g <(Q'.<(<l'.o c3oos;,.. <(U)()0'7 $ZzD'.C0 ol!;i=S2~ D'. W D'. _, 0 Of-WCOf-_U)O..=> .....J {") => 0... COr-U -· ::::pn z o._O o._ "' <( @ ' . Rf;'{j_____pAT~I __l?SUE 1 10/17/2017 90% CONSTRUCTION Y7/201§ 100% CONSTI!bJCTI0/1! 3@120_!~_1100% CONSTfsUCTION R~. THESEPLANSAR.EINSTRUMENTSOFSERVICEANDARE rOflTHECLilcNT"SUSe:SOlEl.YWITHRc::,~C--"TTOTHIS PROJECT THESEPLAN8SHALLNOT8EALTERED, M001FlEDDRRS'R00UCEDINPARTORINWl10LE W1T:g::r~:~~i;~~L~iii:;~~~~~~E COPYRIGHT2Ct6JAMESVACC:AROARCHITECT.INC ELEVATIONS A-2.0 ,' TOP OF {N\CONCEALMENT SHROUD ,s A.G RAD CENTER OF {NJ VERIZON ~ WIRELESS CYLINDRICALA_!:ITENNA :t35'-7"A.G.L. ,' TOP OF LUMINAIRE :l:33'-7"A.G-.L JOP OF RELOCATED LIGHT poLE ±31'-fi"AG.L. TOP OF {N) RRUS UNITS 13'-3"AGT TOP OF RELOCATED SIGN 13'-0"A.G.L. 'N)VERIZONWIRELESS ~ i::YL!NDRICALANTENNA ~ {CONCEALED WITHIN SHROUD) (NJ FRP CONCEALMENTt:7\ SHROUD ~ (N) VERIZON WIRELESS DIPLEXER (CONCEALED WITHIN SHROUD) (NJ SHEET METAL~ SKIRT ~ (N) VERIZON WIRELESS CD CAUTION SIGNAGE/ DECAL~ (N)VERIZON ~ WIRELESS RRUS UNIT, A-3S--1S-2 TYP. OF (2) TOTAL RELOCATED"BIKE~ ROUTE" SIGN ~ ,' TOP OF (N\ SIGN {NJ "NO PARKING" SIGN {R7-9a)~ 11'-<l"A.G.L. ~ BOTTOM OF (N) RRUS UNITS tfifJi) 11'-4"AG.L (N)VERIZONWIRELESS 1 2 TOP OF N LOAD CENTER! DISCONNECT CABLE SHROUD S-2 S-2 ±10'·0" A.G.L. (BEHIND SIGN} • BOTTOM OF N LOAD CENTER/ DISCONNECT N) VERIZON WIRELESS LOAD~ :!:9'-0" A..G.L CENTER/ DISCONNECT ~ 'E) GRADE 0-0' PROPOSED SOUTH ELEVATION •. ._._{E) STEEL LIGHT POLE RELOCATED TO NEW · CONCRETE FOUNDATION {E)CONCRE I ~{NJ CONCRETE@ I FOUNDATION S-1 SCALE: 1~" Sio=WALK 4' \ 2 D E)LUMINAIRE 'ii TOP OF (E) LUMINAIRE ---/ /\E) e; STEEL MAST ARM ±33'-11"A.G.L. / ·~ TOP OF [El LIGHT POLE :l:32'-0"A.G.L. 'ii r~~ ~j(a'_~IGN E} GRAD cr=O" EXISTING SOUTH ELEVATION E (E) STEEL LIGHT POLE TO BE RELOCATED TO NEW CONCRETE FOUNDATION (E) "BJKE ROUTE" SJGN TO BE RELOCATED (E) CONCRETE SIDEWALK SCALE: 112"=1·-0" I 2· -~ JAMES VACCARO ARCHITECT, INC. 411DONOEEWAY,LINrfC PACIACA I CA 19~044 41S.60~~;~.~~~i:~~:~;~3o~/1 fAX WWW.JV ARCHITECT.COM -CLIENT MODUS, INC. --- 240srocKT0NsrREET,3RoFLooR SAN FRANCISCO CAs41oa verizon" VERIZON WIRELESS 27B5MITCHELLDRIVE,SLIITE9 WALNLITCREEK,CA9459S 0 'q" 0 o:::o w~ C. (.) :J Cf) (.) a.. I U LL en 00 f- f-::'j ill ~m::!0 Z ;.:'. 0 <( ~tl1 ~dv <i:n::<i:<i:~ 3uus:.,;. <,:uic50'? 3;:ZzCl'."' o~i=S?~ n::wn:'.--'O uf-WIIlf-_wo...:J _J C'? :J 0... m r---0 .. ::,,o z a. 0 a. N <( REV I DATE I ISSUE 10t17/i017 I 90% CONSTRUCTION 2/7/2Q:lil I Hl_D% CONS_IBUCTION 31l;lj2_Q_!~ _ _ll00% CONSTR_UCT!ON REV. THESEPLANSAREINSTRLIMENTSOFSERVICeANDARe FORTHECLIENT'SUSE1,0U:LY~THRE3PECTTOTMIS :~~~~66~:~;~~~~~;fp1~~ ~~ ~~:E WITfHgR~:T~~i ~~~T~~~~see: ... ~~~5 ~~;;~ARE C0PYRIGHT:?016JAMESVACCAROARCHITECT.INC ELEVATIONS A-2.1 "."r6'~ . ~~ rn f.!:M! ELEVATION CYLINDER ANTENNA DIMENSIONS DIAMET~R :1:14.S" HEIGHT CYLINDER ANTENNA WEIGHT jfQ to!= FS:ONT ELEVATION ( MOUNTING BRACKETS SUPPLIEDW/ UNIT SIDE ELEVATION CBC1923T-4310 DIPLEXER DIMENSIONS HEIGHT ±4.57" WIDTH :t6.35" DEPTH I ±2.48" CBC1923T-4310 DIPLEXER WE!GHT DIPLEXER ±SLBS. .N2..I§§.;. 1. COMMSCOPE PART# E11F13P06 2. ALL CONNECTORS SHALL BE WEATHERPROOFED ANTENNA W§_IGHT I ,t,28 LBS. 3. INSTALL IN STRICT ACCORDANCE WITH COMMSCOPE INSTALLATION MANUAL CYLINDER ANTENNA SCALE: "1f.T.s DIPLEXER 8 s~~~:: I 6 "' b ~ !::m§:. 15'D1A. (NJ VERIZON WIRE:LESS~ CYLINDER ANTENNA ~ ANCHOR ANTENNA TO MOUNT PER MFR. SPECIFICATIONS (NJ FRP CONCEALMENT SHROUD (NJ STEEL ANTENNA MOUNT (N)TWIN~ DIPLEXER~ Lil Ill (N)STEELCOUPLER MOUNT (SUPPLJEDW/ CONCEALMENT SHROUD) 1\ ~~~:ELESS SMART9 (NJ WIRELESS METER~ MOUNT (SUPPLIED WI CONCEALMENT SHROUD) (E) OR (NJ STEEL MAST ARM CONCEALMENT SHROUD/ ANTENNA MOUNT TO STEEL LIGHT POLE BY WESTERN UTILITY TELECOM, !NC. (#ID-21 DJ (NJ TAPERED SHEET METAL SKIRT ..__----,(E) OR (NJ STEEL LIGHT POLE ~ CONCEALMENT SHROUD ISOMETERIC AT CON~OUD [NJ FRP CONCEALMENT SHROUD CAP (N) FRP CONCEALMENT SHROUD (E) OR (NJ STEEL MAST ARM (N} TAPERED SHEET META1.SK!RT (E} OR (NJ STEEL LIGHT POLE 1. NEW FRP CONCEALMENT SHROUD, GALVANIZED SHEET METAL SKIRT. ANTENNA/ LIGHT POLE MOUNT AND MOUNTING COMPONENTS BY WESTERN UT!UTY/TELECOM, INC. (PHONE: 503-587-0101) (10#210). 2. FRP CONCEALMENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILITY/ TELECOM. INC. 3. PAINT NEW FRP SHROUD AND EXPOSE:D MOUNTING COMPONENTS TO MATCH LIGHT POLE. 4. POWDER COAT NEW GALVANIZED SHEET METAL SKIRT ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 5. GROUND NEW ANTENNA PER MANUFACTURER'S SPE.C!FJCATIONS. CONCEALMENT SHROUD s~~~;: I 7 ~IS r[Efil PLAN u ~ ! ·~:!,~ \ SN~~~~~~tNE~ciE . ' ~ L ___ J ~ FRONT ELEVATION SIDE ELEVATION ~~••A,.,,-,.,.-.~~~~• ~nn ... ~ • ;::,wuM.ru: u wv,n.:L 1uur.D 1..0AD CENTER DIMENSIONS HEl(.;HI ±12.6S' WI_DTH ' :t8.6S" Qs.PTH I :1:4.27" SQUARE D Q0612L 100RB LOAD CENTER WEIGHT WEIGHT ±10LBS. NOTES. ~UARE D PART# Q0612L1DORB . 2. NEMA3R0UTD00R RATED, 100A, 120/240VOLT, 1 PHASE LOAD CENTER. 3. INSTALL IN STRICT ACCORDANCE WITH SQUARE DI SCHNEIDER ELECTRIC INSTALLATION MANUAL. DIST. PANEL/ DISCONNEC ~ -~ 1 ye·-·""-:il METER, WATTHOUR SMARTMETER (FURNISHED & INSTALLED BY PG&E) (N)NEMA3POLE,3 WIRE LOCKING-TYPE RECEPTACLE SIDE ELEVATION PG&E SMARTPOLE METER DIMENSIONS DJAM_g]'l:R ..... HEIGHT I ±2.5" PG&E SMARTPOLE METER WEIGHT WEIGHT NOTES: ~&E CODE#M241490. 2. PG&E TO PERFORM RF SIGNAL TEST. 3. INSTAl.L JN STRICT ACCORDANCE WITH PG&E UTILITY BULLETIN FOR SMARTPOLE METER SERVICE. WIRELESS METER 5 ~~~;: l 4 .lli2.I§;. §" ANSI SAFETY YELLOW CAUTION NOTICE WHITE BACKGROUND ll L.:X!..!J. 1:::::-.:::::::--i ANS, SAFETY ::,~----YELLOW SYMBOL ;"~-, ---BLACKLETTERING. TYP. 1. OUTDOOR RATED SELF ADHESIVE VINYL DECAL WITH UV, CHEMICAL. ABRASION AND MOISTURE RESISTANCE. 2. POST SIGN/ DECAL 9'-0" BELOW BOTTOM OF NEW ANTENNA. 3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS, THE CITY OF CUPERTINO. FCC AND AUTHORITIES HAVING JURISDICTION PRIOR TO FABRICATION. 4. SIGN SHALL LIST/ DISPLAY OWNERSHIP COMPANY'S NAME. CONTACT NUMBER AND SPECIFIC SITE !DENTIFICATION. 5. SIGN COLORS, SYMBOLS AND LAYOUT SHALL CONFORM TO ANSI 2535.1, ANSI 2535.2 AND ANS! C95.2-2007. SIGNAGE/ DECAL s~~~;: I s NQ_J§§_;_ ~ . ~ l:j:j (N) PSU AC 08 POWER INTERFACE {NJ MOUNTING BRACKET T~-=-=-=-1 SUPPLIED WI ~ RRUSUNIT fl.8!!l l=N)RRUS32 UNIT NJ MOUNTING BRACKET SUPPLIED WI RRUS UNIT (NJ PSU AC08 POWER NTERFACE 1. ERICSSON PART# RRUS 32 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. 3. INSTALL JN STRICT ACCORDANCE WITH ERICSSON INSTAl.lATION MANUAL 4 PAINT SOLAR SHIELD & ALL MOUNTING COMPONENTS TO MATCH POLE. 5. RRUS HANDLES TO BE REMOVED PRIOR TO INSTALLATION. RRUS 32 UNIT NQ§_;_ SCALE: ---;:r.:f.s 1-----(EJ STEEL LIGHT POLE (NJRRUS32@ UNITW/ PSU 1 AC 08 POWER A-3 INTERFACE, TYP. (N)RRUS32~ MOUNT, TYP.~ (N) CABLELD SHROUD.~ ;t;HROUDLL\ EXTENSION,~ TYP. l-'~--(N)2"WIDEXS' TALL OPENING IN F'OLEWI REINFORCING RIM, TYP.OF(2J @ 1. PRIME AND PA!NT RRUS 32 UNITS, CABLE SHROUDS, TUBE ASSEMBLY AND MOUNTING COMPONENTS TO MATCH LIGHT FOLE. 2. SEE SPECIFICATIONS SECTION 0990 DD FOR PAINTING AND COATING SPECIFICATIONS. RRUS UNIT MOUNT ELEV. s~~~sE: f 2 _;-JAMES VACCARO ARCHITECT, INC. 411DONOEEWAY.UNJTC PACIACAICAl94044 4JS.608.3670PHONE14J5.963.4471fAX INFOo>i.lVARCHITECT.COM WWW.JV ARCHITECT.COM CLIENT -MODUS, INC."-- :Mo STOCKTON STREET, 3RD FLOOR SANFRANCISCO,CA941D8 verizon" VERIZON WIRELESS 2785MITCHELLDR1VE,SU1TE9 WALNUTCREEK.CAS4598 .QQNSULTANT~ 0 s:t' 0 0:: 0 w~ Q. u => Cf) (.) 0.. 1U u. en REV I DATE: 1 110117/2017 217/2018 o a 1- 1-> z 1--ffi~~ Z,co<C ~tlj~civ <Co::<(<Cg 300:;:..;. <((/)ci0'? SZz 0::<0 o~r=S2~ o::wO::-'O o1-wa:i1- _(J)[L:::J __J C"') :J a.. (D I"-(.) .. :::l<.n z [LO ()_ "' <( ISSUE 90% CONSTRUCTION 100% CONSTRUCTION 3/2312018 !100% CONSTRUCTION RE~ THESEPLANSAREINSTRUMENTSDFSERVICEANDAR!' FDRTHECLJENT'SUSESOLELYW!ll--lRESPECTTOTHIS PROJECT THESEPLANSSHALLNOTBEA!.TERED MODIFIEOORREPRODUCEOINPARTORINWHOLE ~~R~:T~ 1 : ~1Ti~L~~~E:rr .Ji~~~~X~~ARE COPVRIGffl2016JAMESVACCAROARCHITECT INC DETAILS A-3 ANCHOR BOLT DETAIL s~.~~: I 3 (NJ MOUNTING BOLT, TYP. SUPPLIED WI RRUS UNIT (N) S3MM MOUNTING BRACKET (SUPPLIED W/ RRUS UNln (N) RRUS32 UN!TW/ PSU AC oa POWER INTERFACE~ ~ (N) PLB"X'Y,0" BENT PLATE, TYP, OF (2). NOTCH AT STE.El POLE.AS SHOWN rJ:iE~;~~f~ ~r~_xo~ (2}ATNOTCH ~ NOTES; 1HOT-OJP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, 3. PROVIDE MOCK-UP FOR REVIEWANDAPPROVAL TO ENSURE PROPER CLEARANCE FOR PSU AC08 UNIT. 4. PRIME ANO PAJNTMOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5. Vv'ELD ALL STEEL PLATE COMPONENTS WITH X, FILLET WELDS. RRUS 32 MOUNTING SCALE: ~ 4 (N) 6" THICK CONC L_ RECTANGULAR TOPPING SLA ~ (E) STEEL LIGHT POLE----+ (N}(4)#6VERT.W/ , .... I HOOK IN TOP, TYP. (N)CONC .. ------+ FOUNDATION (N) JUNCTION~ BOX ~ (E) CONC. CURB. PROTECT IN PLACE (~)#4TIE@ f. 1• ,. ':! ;I * J •== . (N)OR(E) CONDUIT TO POWER p_o.c. $ $ (N)(4)1"DIA.X3S" ANCHOR BOLTS (N) CONC.----+> FOUNDATION (/{t~-011'-'ro~;;~,Q~ ~ ~ ~Nb~"k~~~~~~~~-, .. ~-Lt, j (N)#4 TIE,----~ TYP. SECTION C DEMO EXISTING SIDEWALK TO E,xlSTING CONTROL JOINTS AS REQUIRED FOR DE:MO OF EXISTING AND PLACE:MENT OF NEW FOUNDATION AND TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KIND. PROTECT EXISTING CONCRETE CURB !N PLACE. 3. 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 WITH SUITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOUNDATION. PLACE ANCHOR BOLTS IN A PLUMB POSITION. PO!NT HOOKS TOWARD THE CENTER OF THE FOUNDATION. VERIFY REQUIRED ANCHOR BOLT PROJECTION. 5. ALL TIES SHALL HAVE 6" HOOKS AS SHOWN. ALL VERTICAL BARS SHALL STOP3' SHORT OF TOP AND BOTTOM OF FOUNDATION. ALL TIES SHALL HAVE 3' MINIMUM OF COVER 6. CABLE TRENCHES ANO FOUNDATION SHALL BE BACK FILLED AND COMPACTED PRIOR TO ERECTION OF LIGHT POLE. 7. THE FOUNDATION SHALL CURE A MINIMUM OF (7) DAYS PRIOR TO INSTALLATION OF POLE. LIGHT POLE FOUNDATION SCALE: N.T.S 2 1. APPLICABLE CODES: 2016 CALIFORNIA BUILDING CODE(CBC), 2013 AASHTO L TS-6, TIA 222, REVISION G. 2. ALL WORK SHALL CONFORM TO THE LATEST EDJTtON OF TI-IE CALIFORNIA BUILDING CODE, APPLICABLE AUTHORITY HAVING JURISDICTION coo es, ANO REQUIREMENTS OF n-JE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS. 3. THI: CITY OF CUPERTINO DEPARTMENT OF PUBLJCWORKS SHALL BE NOTIFIED PRIOR TO STARTING ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBL5 FOR Kl:EPlNG Tl-lESE AGENCIES INFORMED OF THEIR SCHEDULE 4. G5NERAL CONTRACTOR SHALL COMPARE STRUClURAL DRAWINGS WITH DRAWINGS CF OTHER DISCIPLINES WITH REFERENce TO MATERIALS, LAYOUT, OJMENSlONS AND ELEVATIONS BEFORE STARTING WORK, AND ANY DISCREPANCIES SHALL BE REPORTED TO THl:ARCHJTECT ANO ENGINEER FOR DIRECTION. 5. THEi DRAWINGS SHALL NOT BE SCALED. ALL WORK l:>HALL et: GOVERNED BY EXISTING FIELD DIMENSIONS. THE CONTRACTOR SHALL FIELD VERIFY AU DIMENSIONS SHOWN ANO BRING DISCREPANCIES TO THEATIENTION OF THE ARCHITECT ANO ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 6. DETAILS OF CONSTRUCTION NOT INDICATED OR NOTED SHALL as CONSIDERED OF THE SAME CHARACTER SHOWN FOR SIMILAR OR EXISTING CONSTRUCTION. 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITY LINES AND CONNECTIONS INCLUDING SEWER, WATER, GAS, ANO lal..ECTRJC SERVICES BEFORE AND DURING THE WORK. 8. CONTRACTOR SHALL COORDINATE THEIR WORK WITH CITY REQUIREMENTS. 9. OESIGNDATA: DESIGN COOl:S: 2018 CBC, TIA 222 REVISION G, 2013 AASHTO LTS-6 SEISMIC IMPORTANCE FACTOR Ip .a 1.0 OCCUPANCY CATEGORY: ll MAPPED SPECTRAL RESPONSE: ACC51.ERATIONS S.:1.85Gg S,=0.703g SITE CLASS= D SITE: COEFFICl=NT Fa = 1.00 SITE: COEFFICIENT Fv = 1.50 WINO SPEED= 100 MPH (3-SECONO GUSTS) PER 2013AASHTO LT5-6 10. CONTRACTOR SHALL SUBMIT STE:EL SHOP DRAWINGS FOR REVIEV\r' PRIOR TO FABRICATION. CONCRETE NOTES 1. CONCRETE SHALL DEVEi.OP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI. DESIGN BASED ON 2,600 PSI {NO SPECIAL INSPECTION REQUIRED). 2. SLUMPS SHALL BE NOT LESS THAN 2" ANO NOT EXCEED 4". 3. CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED BETWEEN PREDETERMINED CONSTRUCTION JOINTS. CONCRETE SHALL BEOF A CONSISTENCY TO PERMIT PLACING COMPLETELY AROUND REINFORCING BARS AND AGAINST FORMS. 4. EXPOSED SURFACES OF CONCRETE SHALL BE KEPT MOIST OR CURED BY PROTECTIVE1 COVERINGS APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. FORMS SHAU BE TIGHT, CLEAN AND WETTED BEFORE PLACING CONCRETE. REINFORCING STEEL NOTES 1. REINFORCING SHALL BE IN ACCOROANCEWITH ASTMA615, GRADE 40 FOR#4 AND SMALLER, GRADE 60 FOR#SANO LARGER. TIE WIRES TO BE 18 GA, OR HEAVIER, BLACK ANNEALED. 2. REINFORCING BARS SHALL BE FREE FROM LOOSE RUST OR ANY OTHER COATING WHICH WILL REDUCE BONO. 3. REINFORCING BARS SHALL NOT BE BEWT OR STRAIGHTENElD IN A MANNER WHICH WILL DAMAGE THE MATERIAL, AND SHALL BE ACCURA TB. Y PLACED ANO POSITJVEL Y SECURED. 4. MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT SHALL BE USED AT SLABS-ON-GRADE. STRUCTURAL STEEL NOTES 1. MATERIALS: ALL STRUCTURAL STEEL STEEL PIPE TUBE STEEL ANCHOR BOLTS MACHINE BOLTS HEXAGON NUTS WASHERS ASTMA38, U.O.N. ASTMAS3, GRADES ASTMAS00,GRAOEB ASTM F1S54, GRADE 55 "'™""" ASTMA1842H ORASTMAS63 OH ASTMF436 2. ALL STEEL SHALL BS: FABRICATED ANO ERECTED IN ACCORDANCE WITH THE AISC STANDA~S BY A LICENSl:D FABRICATOR EMPLOYING CERTIFIED WELDERS .• 3. WELDING SHALL CONFORM TO APPLICABLE SECTIONS OF LATEST AWS STRUCTIJRAL WELDING CODE ANO SHALL BE DONE BY CERTIFIED WELDERS. 4. STEEL FABRICATOR SHALL OBTAIN THE ENGINEER'S APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. 5. ALL STRUCTURAL STEEL EXPOSED TO WEAlliERSHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. 11. SUPPLY AND INSTALL FA5TENERS, FRAMING MEMBERS AND ANCHORS REQUIRED FOR MOUNTING AND ATTACHMENT OF EQUIPMENT. REINFORCING RIM WELDING NOTES 1. WELOJNG SHALL BE PERFORMED BY AN AWS CERTIFIED WE.DER.ALL WORK SHALL BS IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODI;, AWS 01.1 LATEST EDITION. 2. PREPARE POLE SURFACE. GRIND SURFAC5TO BEWl:LOEO WITH A SILICON CARBIDE WHEEL PRIOR TO WE.DING TO R£MOVE GALVANIZING WHICH MAY OTHERWISE BE CONSUMED IN TI-IE WELD METAL APPLY ANTI-SPLATTER COMPOUND AFTER GRINDING. 3. MINIMIZE TEMPERATURE RISE ON THE INSIDE SURFACE OF THE LIGHT POLE ANO VOLATILIZE ANY REMAINING ZINC WITHIN THE BASE METAL WITH MINIMUM SPLATTER. 4. APPLY GALV-A-STICKZINC COATING TO ALL UNPROTECTED SURFACES, UPON COMPLETION OF WELDING. APPLY SECOND COAT LAYER OF COLD GALVANIZING SPRAY COMPO UNO CONTAINING A MINIMUMZINC CONTENT OF 95%. APPLY A FINAL COAT OF TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. STRUCTURAL NOTES _;-JAMES VACCARO ARCHITECT, INC, ~11 DONDE.EWAY,UNITC 415.608.:~~l;~~E~:::.:~\471 FAX ~~:.~~:=~~l~g~~~ ~ --MODUS, INC. 240ST0CKTONSffiEET,3ROFL00R 5ANFRANCISC0,CA94t08 verizon" VERIZON WIRELESS 2785MITCHELLDRIVE,SUITE9 WALNUTCREEK,CA~598 CONSULTANTS STRUCTURALENGINi:f!i: J!:fl'REYMVANDYKE,S.la. 1470fELTAROAD HEAl0SBURG,CA95448 CON"IACTNUMSER:(707)69,;.3721 REV 0 ~ 0 0::: 0 w "Sf" Q. 8 ::::, (f) (.) 0.. 10 u. r.n ,./ 00 f- r~ ill rrn~o Z:,,:o<C ~tt1~d-,;t- <Cei::<e-<8 ci O O 3':"" <ecn()O'? s;Zztl:'.CO 0~ i==~~ tl:'. W Cl:'.-' 0 0 f--w ro,... -Cf) a..:) ....J (") :) Q.. ro"' o .. ::ion Z CL o n. "' -< 21712018 I 100% CONSJRUCTION 3J1;'!12_Q_!~_l100% CONSTRUCTION~ THESEP1.AN5ARE1NSTRUMENTS0FSERVICEAN0ARe :tiiiffif~i&~f~fu~ll?~t~: c6~~~1~1Ji.E~\~ ~:~~~b~i~1~:;~c STRUCTURAL NOTES, DETAILS S-1 (NJ 1"D!A. HOLE IN (E) POLE FOR CONDUCTORS (E) OR (N) STEEL· LIGHT POLE (N)Ya" THICK 'SISCO" HT-800 MEDIUM CELLULAR SILICONE GASKET, BY STOCKWELL ELASTOMERJCS (800-523-0123) .E!.8N 3/16 {NJ PL 1\'s}W.J<3J.S:" PLATEW/{4)TEK 410SS HWH SLVR CLSDX'-14~' SCREWS (NJ 1" STD. PIPE (1.315"0.D.) SWEEP FOR \...'......_ CONDUCTO~IPPLE 1 Q 1!U [\.PP Te80W ALIGN W/'l OF KNOCKOUT ex· 1rJ%"1,v *' ~ 11 11 N)1"D1AHOLEIN PLATE t PN2:i-~1Sv~~ 410SS HWH SLVR CLSDX"-14x3'4" PLATE DETAIL SWEEP SECTION SCREWS SCALE: N.l':s (N)RRUS32UNlTW/ PSU AC 08 POWER INTERFACE~ (NJ 12 GA. GALV. SHEET STEEL STREET SIGN SUPPORT, TYP. (N)HDG#SX1" HEX HEAD TEK-SCREW. TYP. OF(8) (El OR (NJ STEEL· ~ \gJ LIGHTPOLE ~-. -~~·~· "'/:ffi I • > l -RELOCATED OR(N) STREET SIGN RELOCATED OR(N) STREET SIGN ~ 1"TYP. e .e.b6!! 1. HOT-D!P GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCES FROM RRUS UNIT. 4. PRIME AND PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. SIGNAGE MOUNT SCALE: N.T.S 6 7 1Y,· {N) PL~-X "18" .-----.~ TYP. EA. SIDE (E) OR (N) STEEL· LIGHT POLE ~l{s~~3~3"~ "BAND-FAST" BFES 201SS, WITH EAR-LOKT BUCKLE BYBAND-lTIOE(, INC,, TYP. OF (2) BANOS (BRACKET TO POLE) e ~ (N) HDG#12X 1' PAN HEAD TEK-SCREW, TYP. OF(4) (N)Y4" DIA M.B. W/ LOCK WASHERS, TYP. OF(3) (N) LOAD CENTER/ DISCONNECTLLl ~ (NJ PLXs·xm·xsx· MOUNTING PLATE (N) PL 10"XXe" BENT PLATE, TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN @SIM (NJPLm"X:Xe", TYP. EA. SIDE {NJ HDG#12X1" PAN HEAD TEK-SCREW, TYP. OF {4) (PLATE TO TUBE) (NJ LOAD CENTER/ DISCONNECT[i'\ ~ (N)%"X.03" A1230·034 "BAND-FAST" BFES 201SS, \MTH EAR·LOKT BUCKLE BY BAND-IT IDEX. !NC., TYP. OF (2)BANDS (BRACKET TO POLE} \r--itr--~b~~r;,::;.~:w SIDE ELEVATION A NOTES: {N)X" DIAM B. W/ LOCK WASHERS, TYP. OF (3) (LOAD CENTER TO PLATE) (N) PL 10' X°Ks' BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN @SIM 1. 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 WI.TH TNEMEC EXTERIOR PAINT COAT/NG TO MATCH POLE. LOAD CENTER MOUNT s~~~= I 4 (E) OR (N} STEEL LIGHT POLE (NJ PL :XsX.3)'~'!. PLATE W/ (4) TEK 410SS HWH SLVR rcLSD)'4'-14XX" ..-:, SCREWS • (NJ 1" D!A. HOLE IN (E) POLE FOR CONDUCTORS ~ Al!GNW/'i. OF KNOCKOUT 1. HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEWANDAPPROVAL TO ENSURE PROPER ALIGNMENT WITH LOAD CENTER KNOCKOUT. 4. PRIME AND PAINT COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. CONDUCTOR SWEEP SCALE: N.T.S 5 } 1;:· ~-{D fl:fili {NJ HDG#SX 1/2' : PAN HEAD *ffi= "' TEK-SCREW, TYP. ~ OF(4) ;.. (N) 12 GA. STEEL % "CABLE SHROUD" 0 REMOVABLE ~ FRONT PANEL SIDE ELEVATION ~1 ,Bs¥;,N0~;~c~F~~~~~~EL) {N) 12 GA. STEEL "CABLE SHROUD" (N) 2%"X5%" OPENING FOR SHROUD EXTENSION (N} 12 GA. STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL (N) HDG#SX 1/2" PAN HEAD TEK-SCREW, TYP. OF{4) CABLE SHROUD 5~j~;= 12 (N)2"WIDEX5"~ TALL OPENING IN EB (E) OR (NJ STEEi: LIGHT POLE NOTE: SEEfi"EINFORCING ~""" tan::, n,"'"'- --¥.r--(N) 12 GA. -STEEL "SHROUD EXTENSION" SEALANT ALL AROUND BACK OF SHROUD (N) HDG#10 PAN HEAD TEK-SCREW. TYP. 0F(4) {N) 2"WIDEX 5"TALL OPENING IN POLE .--Htt~r---t-kNJ1~~~~~ OPENING ~ SECTION REINFORCING RIM RIM 1,1,:\' LONG (NJ HDG#10 PAN HEAD TEK-SCREW, TYP. OF(4) s~j~= I 3 (N)HDG#12X1' HEX HEAD TEK-SCREW, TYP. OF {2) (SHROUD TOTS) ~ (N},'4"X.03"· A1230-034 "BAND-FAST" BFES 201SS, WITH EAR-LOKT BUCKLE BY BAND-IT JOE(, INC .. TYP. OF (2) BANDS (BRACKET TO POLE) ~(N)12GA.STEEL "CA@OUD" e' f.bfil! {NJ PL 1 O" X :Xa" BENT PLATE, TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN @sJM 1-----<(E) OR (N) STEEL LIGHT POLE (N)RRUS32 I UNITW/ PSU A-3 ~~:~ic~ER 4 S-1 (N} HDG#12X 1" HEXHEAO TEK·SCREW, TYP. OF (2) (SHROUD TOTS} {NJ HOG #8 X 1/2" PAN HEAD TEK-SCREW, TYP. OF(4) ~(N)12GA.STEEL FRONT ELEVATION A (E) OR (N) STEEL LIGHT POLE (N)PL~"X:Xs'-, TYP. EA. SIDE {NJ 12 GA. STEEL· SHROUD EXTENSION & TS @RCINGRIM ~ SIDE ELEVATION B "CA@OUD" (N)RRUS32 I UNITW/ PSU A-3 ACD8POWER INTERFACE 4 S-1 {N) 12 GA. STEEL :·CA@OUD" (NJ S3MM MOUNTING BRACKET(BY ERICSSON), TYP. {NJ PL 10' X:Xs' BENT PLATE, TYP. OF (2). NOTCH AT STEEL PQ:::WN ~ 1. HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER FIT/ ALIGNMENT WITH RRUS UNIT ABOVE. 4. PRIME AND PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5. SEE REINFORCING RIM NOTES SHEET S-1. SCALE: N.T.S CABLE SHROUD MOUNT ~~ JAMES VACCARO -ARCHITECT, INC. 411DONDEEWAV.IJNiTC PACIACAICAl940« 415.60S.J670PHONE1415.963.••71FAX INFO,i;JJVARCHITECT.COM WWW.NARCHITECT.COM CLIENT 240STOCKTONSTREET.3RDFLOOR SANFRANCISCO,CAS4108 verizon" VERIZON WIRELESS ZT8~MITCHaLDR1VE,S1JITE9 WALNUTCR!aEK,CA94598 C-ONSULTANTS STRUCTURALENGINMI!: • JEfFREYM.VANDYKE,S.E. 1470FE1TAROAD H1:AlDS8URG.CA95448 CONTACTNUM6ER!!707l69t,.3721 0 ""' 0 D!: 0 w~ ll. (.) ::, (f) (.) CL I U u. (/J REV I DATE 0 0 I- I-~ 15 I-Ill " (..) z ><: a <C ~ttf :gOv <Cn::<(<C~ c50'-'s-... <:( U'J ()0 '? $ZzD'.C0 o!!;r=S?~ n::wD'....JO 0 1-Wllll- -U'J 0.... =, _JC")=,n. o:lr,...U •• :::, "' z o..o 0.. N <( ISSUE 10/1712017 I 90% CONSTRUCTION 2/712018 I 100% ~STRUCT!ON _m3/201_§ ]100% CONSTRUCJION .!!_EV. THESEPLANSAREINSTRIJMENTSOFSERVICEANDARE KJKfHECLIENTSUSESOLELYWITHRESPECTTOTHIS PROJECT THESEPLANSSHAI.LNOTBEAl.TERED. MODIFIED OR REPROOUCEO IN PART ORIN WHOLE WITHOIJTPRIORWRITTENCONSENT THES!;Pl.ANSARE f0RMATTEDTOBEfULL-S1ZEATARCHD24"X36" COPYRIGHT 201ijJAMES VACCARO ARCHITECT, INC SHEET TITLE DETAILS S-2 NOTES: 1. ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC. 2. PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 ANO 81} FOR NEW GROUND ELECTRODE SYSTEM. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. EACH RRU UNIT AND PSC AC UNIT SHALL BE OIRECTLYCONNECTEDTOTHE GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG COPPER OR LARGER. 4. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 5. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 6. GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES. WHEN lT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH A$ PVC CONDUIT SHALL BE USED. ~ .i=r~i~~~~~::~::-;··@ j (N) #2 AWG SOLID TO ANTENNA r(ROUTED WITHIN POLE) D G . (N} OR (E) STEEL:------< I STREET LIGHT POLE tii£fij (N) VERIZON WIRELESS RRUS:32 UNIT {AWS) WI PSU AC 08 POWER INTERFACE G (N}#6AWGTO PSU AC08 UNIT (ROUTED WITHIN POLE) (N}#6AWG TORRUS32 UNIT (ROUTED W!TH!N POLE) {NJ #2 AWG TO CABLE SHROUD (ROUTED WITHIN tii£fij (NJ VERIZON WIRELESS RRUS32 UNIT (PCS) WI PSU AC 08 POWER INTERFACE ;~~N~: AWG TO PSU AC 08 UNIT ~(N)MAINGROUNDSAR ~IN CABLE SHROUD G (ROUTED WITHIN POLE) )~b#u\~~~~~~R~gL~~ U~IT (NJ #2 AWG TO CABLE SHROUD (ROUTED WITHIN POLE) ~ (NJ LOAD CENTER '\9DISCONNECT t-(N) #2AWG SOLID FROM GROUND BAR J G TO (N) GROUND ROD (N)(1)#2AWGSOLID,T0-i1G. I (N) GROUND ROD IN (NJ OR (E) STREET LIGHT G JUNCTION BOX G I G (N) STREET LIGHT JUNCTION BOX/VAULT (4\ (NJ CONCRETE ~FOUNDATION ... EQUIPMENT GROUNDING DIAGRAM @ (N) %" DIA. X 10'-0" LONG COPPER CLAD GROUND ROD s~~~:: \ 2 NOTES; 1. PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY. 2. ALL SERVICE EQUIPMENT AND INSTALLATION SHALL COMPLY WITH THE PREVAILING LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE, 2017 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. i-----i (N) FRP CONCEALMENT----1 I ~HROUD I i (N)"SMARTPOLE" METER,~' '1 WATTHOUR (SMARTMETER), FURNISED !NSTALLED BY 1 , •, PG&E M 1 ! (N) VERIZON WIRELESS I RRUS32 UNIT (AWS) W/ A-3 ~~~;~:i;owER 2 A-3 {N):3PINLOCKING~ RECEPTACLE (N) TERMINAL BLOCK: \ ti WITHIN CONCEALMENT SHROUD ,. ~ 1~1, l g-1~~Jf~~i~1~F~~~~I~ ;,~~,:~:}J I l l 1 (WITHIN POLE) (N)(1)#8HOT-------+-'f' (WITHIN POLE) (NJ (1)#12 HOT--------+--+-'I" (WITHIN POLE) 1-1/2" RISER-GARO INNERDUCT) TO DIPLEXER IN CONCEALMENT SHROUD (NJ 2 PAIR FIBER, (WITHIN POLE) (IN MAXCELL INNERDUCT (NJ (4)X" SUPERFLEXCOAX CABLES (WITHIN POLE) (IN 1-112" RISER-GARD INNEROUCT) TO DIPLEXER !N CONCEALMENT SHROUD (N) VERIZON WIRELESS i RRUS32 UNIT (PCS) WI A-3 PSUAC08POWER 2 INTERFACE A-3 .,._t--+--(N) (2) #12, (1) #12 GND, (N) DISCONNECT/ LOAD -----+-+-,--.J-- CENTER MOUNTED ON POLE ~ ~ I I I (WITHIN POLE) (N) (2) #12, (1) #12 GND, (WITHIN POLE) dL._(N) 2 PAIR FIBER, l ~l~~tE~tE) I INNER DUCT) F I I _____ J I I (N)N-16STREETLIGHT~ u~ : JUNCTION BOX/VAULT/ (N) (1)#2 GND, I VERIZON WIRELESS POWER (WlTH!N POLE} TO (N) I P.0.C. SEE DETAIL BELOW GROUND ROD l (N) INCOMING 6 PAIR:i (N} UG FIBER SPUCE F : 1 :~~l~~:.lf:RCONOUIT --_ _ ~~:~rs;RF~B~~ / IN TRENCH. r DEMARC} ,,/ :>----------t------rF--------~~~ ~--=-Tf:-~ ' SHEET NOTES 1. COMPLY WITH GOVERNING CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WH!CH HAVE BEEN 1N SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCT!ONS. 2. COORDINATE WITH UTILITY COMPANY FOR SITE SPECIFIC WORK ANO MATERIAL REQUIREMENTS PRIOR TO START OF CONSTRUCTION. 3. PROVIDE ALL CONDU!T, PULL ROPES. PULL BOXES, CONCRETE ENCASEMENT(!F REQUIRED), BARRIERS, POLE RISERS. TRENCHING, BACKFILL.. AS REQUIRED PER SITE SPECIFIC REQUIREMENTS. 4. OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REQUIRED TO PERFORM THE WORK, PRIOR TO START OF CONSTRUCTION. 5. NOTIFYCONSTRUCT!ON 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 PROV!DER. 7. REVIEW AND INSPECT EXISTING CONDITIONS, GROUNDING SYSTEM AND 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 WIRING METHODS SHALL CONFORM TO THE LATEST EDJTION OF THE CALIFORNIA ELECTRICAL CODE (CEC} AND UTILITY COMPANY REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 11. ALL BENDS AND/OR OFFSETS SHALL BE MADE WITH FACTORY SECTIONS USING APPROVED COUPLERS PER CEC REQUIREMENTS. 12. ALL EMPTY CONDUITS SHALL HAVE A f' POLYPROPYLENE PULL ROPE PROVIDED INSIDE ANO SEALED WITH A DUCT SEAL ON BOTH ENDS OF THE CONDUIT. 13. THE ENDS OF ALL CONDUITS INSTALLED SHALL BE SEALED WITH A DUCT SEAL. 14. PROVIDE NEW METER AND DISCONNECT PER UTILITY COMPANY REQUIREMENTS. SYMBOL LEGEND --•F•--@--- BRANCHCJRCUIT UNDERGROUND _;--JAMES VACCARO ARCHITECT, INC. 411DONDEEWA'I.UNITC PACIFICA I CA 194!J.4.l 4U,008.3670PHONE141S.963.«71FAX :~:.~~::g~:grgg~ ---MODUS, INC. 240STOCKTONSTREET.3RDFLOOR SANFRANCl$C0.CA94108 verizon" VERIZON WIRELESS 2785MITCHELLDRIVE.SUITE9 WALNUTCREEl<.CA!,4598 CONSULTANTS 0 ""' 0 o:::o wg D. () => Cf) (.) (L LL ,o rn REV I DATE 1 (10117/2017 00 1-- 1--~ ill r-IIl :::! O z~ o.,; ~ttl~ci~ <Coc<C<Co 300$..J. <C(l)c50'? SZzO'.'.CO o~i=2~ ocwO'.'.---'O u1--wm1--_(/)a_:::> __JC")::JC.. IIlt---0 --:::><n z o._O a_ N <( ISSUE 90% CONSTRUCTION ;E)240V~)::J -L _____ _ CUPERTINO STREET LIGHT CONDUCTORS. SEE SHEET EP-2 (N) GROUND ROD • I j B~~e~~~CD~T I 2 2171201a 100% CONSTRUCTION 4---(N) VERIZON WIRELESS _ :3 3123/2018 100% CONSTRUCTION REV. CONDUCTORS PER SINGLE LINE DIAGRAM SINGLE LINE DIAGRAM (N) 10A WATERPROOF FUSE (VERIZON WIRELESS) {El N-9 (Nt~~fz~~N~~~~:S~x, I (2J #8 THw STREET JU!c~;A~ix _.f.2.~~;.0.£:.. ~LIGHT CONDUCTORS (EJPG&EVAULT/ r-----1 r , _J (N)LEDSTREET __ r, __ ~ CITY OF CUPERTINO>-I -I-LIGHTLUMINAIRE POWERPOINTOF --~L --.--•---1----~ --1,------u- CONNECTION ---~,J L _______ }--cNJ10Aw~TERPRooF ---~--- cEJcoNDucToRs~ ~i~OFCUPERTINO) t---::,------+------------1 i~~ST~;~~~:; 0~~~i~t~T!i': ~~~tiZ/ft1';;~i ~iitJiiiii~~~i~!L~~L~;?~i~~E FORMATTEDTD8EfULL-SIZEATARCHD'.24"X36" COP'IRIGHT2016JAMESVACCAROARCHITECT INC. !EETTITLE SINGLE LINE DIAGRAM, EQUIPMENT GROUNDING DIAGRAM !~R~~~EL~GHT(S) '------------TO {E) OTHER @ ~\i~~RC:iJ~~~~~; DETAJL AT jE) N-9/ fN) N-16 STREET LIGHT(S) e------\J]JJ GROUND ROD ~ SINGLE LINE DIAGRAM ~1 : "'"~'""""~,o, EP-1 UTILITY PLAN ··IL I w > 0: C >- w _, C z CITY OF CUPERTINO al ELECTRICAL SERVIC \\\ ' \~t -~} 1 ·· :11 w : .. ~;~1-,, > -. . .. '. j' ·t.W.:, 'i0.0. 0: Cl >- w _, Cl z <: "' (El BUILDING APN 326-34-064 SHEET NOTES 1. COMPLY WITH GOVERNING CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE !N SIMILAR SERVICE FOR THREE YEARS. USE EXPERJENCED INSTALLERS. 2. OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REQU!RED TO PERFORM THE WORK. PRIOR TO START OF CONSTRUCTION. :3. NOTIFY CONSTRUCTION MANA~ER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED. 4 PROVIDE SERVICE ENTRANCE EQUJPMENTW!TH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER. 5 REVIEW AND INSPECT EXISTING CONDITIONS, GROUNDING SYSTEM AND LIGHTING PROTECTION SYSTEM FOR COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION. REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING. ·······-··········i·-·· ··-·····-···--··-··-··· 1.5'' B 53' ,,.. n EU 6. EXISTING UNDERGROUND WIRING, CONDUIT AND FUSE INFORMATION SHOWN IS BASED ON CLIENT PROVIDED lNFORMATJON AND BEST PRESENT KNOWLEDGE OF EXISTING CONDITIONS. WHERE CONDITIONS ARE UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM WHAT 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 ELECTRICAL CODE (CEC) ANO APPLICABLE SECTIONS OFTI--IE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS STANDARDS. 8. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER !S REQUIRED TO ENERGIZE ANY ELECTROLIER OR EQU!PMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBMITTAL TO PACIFIC GAS AND ELECTRIC). 9. CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRICAL INSPECTIONS. 10. THE CONTRACTOR SHALL SUPPLYTOTHE CITY OF CUPERTINO FOR APPROVAL, MANUFACTURER'S SUBMITTALS FOR ALL NEWLUMINAIRES. ,v,, .. ~,, ~,._,.,-.uu11 -.;i1L..1-vv1r;.i;::.,;, 11. ALLCONDUCTORSSHALLBESIZEDANDINSTALLEDIN SCHEDULE A (NJ "!Y;i" DIA. ERIZON· (~ ~~·lil:s 2 # 2 GND ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. V . ( ) ' ( ) 12. ALL OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN l-----------+---------j------------1 ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. SCHEDULE B (E}"!Y;i" DIA. (E) CITY: (2) #a 13 WHENEVER AN INSTALLATION IS NEAR ANY OVERHEAD ,---------~---------~--------~-----------1 WlRES/CONDUCTORS,ACLEARANCEMUSTBEOBTAINED FROM PACIFIC GAS AND ELECTR!C PRIOR TO INSTALLATION. SHEET LEGEND ONDUIT APPROXIMATE (E) PG&E VAULT/ (E)l <: POINT {240\1) POLE# 17906 ~--••• ............. @l~----1-····0(N) VERIZON WIRELESS €NDUITDlAMETER NGTH IN LINEAR FEET ONDUIT SCHEDULE MARK ISTING. NEW, UNDEGROUND, SURFACE MOUNTED (E-EXISTING, ~ ±53' EQUIPMENT LOCATION STEVENS CREEK BOULEVARD N-NEW, U-UNDERGROUND, $-SURFACE MOUNTED) r:-J------EX1STING N-9 BOX (S .. TREET t::::I LIGHT VAULlli_.!'!.!:I_MB~R NEWN-1SBOX(STREET 1!11,!1!11.1----~~;~i~~]~~~~:;l:E~EW SPLICE PANEL LOCATION ~~T~~~~~~~ii~~Li6~~~T~~~NT OF CONNECTION ................. -EXISTING OR NEW CONDUIT ROUTE ._, ~~~N~~~ ~~;~~~~J6~WER 8~~~: \ 2 cw:.,; ~~~~~~/ :~~i~~~~RPOINT OF CONNECTION CONDUIT SCHEDULE, CIRCUIT DIAGRAM ;-JAMES VACCARO ARCHITECT, INC. 4t~A~~F~g~~::9~~1:c 415.608.J670PHONE1415.963.4471FAX INFO,elJVARCH!lECT.COM WWW.JV ARCHITECT.COM CLIENT MODUS.'INC. - 240STOCKTONSTRElaT.3RDFLOOR SANFRANCISC0.CA94108 verizon" VERIZON WIRELESS 27:A~~i:~~'e~~-I~~ :~: 9 CONSULTANTS 0 ~ 00 ct: "" Wo a. () :) (/) u Q. 10 u. en 00 f- f-::i ill I-III '<;f" U z:.::;; <( ~lli~a~ <CO'.<C<Co c5uU5..J- <(Cf.)QO'? SZz 0'.<0 og;f'=S2~ O'.W0'.-'0 Uf-WOOf-_Cf.)O..::J __J("J :JO... en r---u .. ::J"' z o..o 0.. N <( REV I DAT!:; I ISSUE 1 10/1712017 90% CONSTRUCTION 217120.l§. 10Q% CONSTRUCTION 3/23/~Q:@_ffil(I% CONSTRUCTION R~ THESEPLANSAREINSTRUMENTS0FSERV1CEANOARE FOr1TIICCU0ffSUSES0LELYWITHRESPECTIUIHIS PROJECT THESEPLANSSHALLNOTSEALTERED MODIFIED OR REPRODUCED IN PART OR IN WHOLE WITHOUTPRIORWRJTTENCONSENT THESEPLANSARE F0RMATTEDT08EFULL,SIZEATARCHD24'X36" C0PVRIGHT2016.IAMESVACCAROARCHITECT,INC UTILITY PLAN, CONDUIT SCHEDULE, CIRCUIT DIAGRAM EP-2 STREET LlGHT POLE (N)MAIN jo DISCONNECT ELEVATION NOTES: ~CONNECT SWITCH SIGN SHALL READ "UTILITY COMPANY POWER DISCONNECT SWITCH" INX" HEIGHT TEXT, WI.TH WHITE BACKGROUND AND BLACK LETTERING. 2. SIGN SHALL BE OUTDOOR RATED WITH UV PROTECTION. 3. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON WORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE s~~~; I 8 ~ @#llll•I•Vlal:JiJ•@l§•llltJ::Qt .L.f'Jl>L.C~.t-,, 1•c,,:,,.oP•"'ft,;<.cA""'·r,,. .. c..,1r.n,o"("""""»I011 """"'"""~··· "''""'""""''' ' "''""'" 1 E'.MERGENCY SHUT DOWN PROC§DURI: NOTES: ~N SHALL BE MOUNTED ON INSIDE FACE OF POWER MAIN DISCONNECT SWITCH IN 1'4• HEIGHT TEXT, WITH WHITE BACKGROUND AND BLACK LETTERING 2. S!GN SHALL BE OUTDOOR RATED. 3. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON WORK RES UL TS FOR ELECTRICAL. !::!QI§;_ 1. X"X4"X6" COPPER GROUND BAR, TYP. OF SITE PRO 1 #MG40616 WITH INSULATORS AND BRACKETS AS REQUIRED OR APPROVED EQUAL. 2. PROVIDE TAMPER RESISTANT GROUND BAR MOUNTING HARDWARE. 3. APPROVED ANTIOXIDANT COATINGS (LE., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON All COMPRESSION AND BOLTED GROUND CONNECTIONS. GROUND BAR s~~~:= I 5 NOTES: (NJ #2 OR #6 AWG SOLID CU CONDUCTOR W/ GREEN, 600VTHWN-2 INSULATION TO (N} ANTENNA & (N) EQUIPMENT, TYP. t (N)TWO-HOLELUG, BOLTED TO GROUND BAR USING %"-16X1-X"SS HEX HEAD BOLTS& HA@RDWARE, lYP. .. 0 MAIN ~ OUNDBAR~ #2AWGSOLID TINNED BARE CU WI.RE TO GROUND ROD ~PLY "NO-OX" OXIDE INHIBITOR AGENT TO LUG AND BAR CONTACT SURFACE. SHUT-DOWN SIGNAGE ·~~': I 9 I GROUND CONNECTION s;~~: I 6 (NJ SS FLAT· WASHER, lYP. APPLY- "NO-OX" COMPOUND, lYP. {E)TINNED COPPER GROUND BAR (N}f'DIAX- 1-1/2" SS BOLT, TYP. OF(2) TWO-HOLE GROUND LUG 5~~:= l 7 (N) PULU----~ JUNCTION BOX @ {NJ BOND BUSH!NG, TYP. @CONDUIT STUB-UP POLE (N)#2AWG FROM MGB .EbM:I. (N)#6AWG BONDING JUMPER, lYP. NJ CONDUIT IN TRENCH TO PG&E PO.C. (NJ GROUND ROD W/ GROUND CLAMP (VERIZON WIRELESS) GROUNDING AT PULL BOX 5~~~:= I 3 (N)o/a."DIAX10'-0" LONG COPPER CLAD GROUND ROD. GROUND ROD SHALL BE DRIVEN VERTICALl Y, NOT TO EXCEED 15" VERTICALLY f SECTION GROUNDING AT POLE s~~~:= l 4 .EbM:I. (NJ R-SERIES COMPOSITE ONE PIECE UD W/ N90 SOLT DOWN KIT ~ 1. PULU JUNCTION BOX SHALL BE "CHRISTY" N16, WlTH ONE PIECE COMPOSITE LID AND NSO SS BOLT KIT AS MANUFACTURED BY OLDCASTLE ENCLOSURE SOLUTIONS (800-486-7070). 2. LJD SHALL BE MARKED "STREET LIGHTING". 3. TOP OF VAULT SHALL BE SET FLUSH WITH SURROUNDING ADJACENT SURFACE. 4. VERIFY LOCATIONS OF ALL EXIST!NG UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION. 5. UTILITY VAULT SHALL NOT BE INSTALLED WITHIN THE BOUNDARIES OF NEW OR EXISTING CURB RAIVIPS. 6. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO WORK. 7. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WI.TH THE AMERICAN CONCRETE INSTITUTE (ACJ) 301. .JUNCTION/ PULL BOX ~ !iQ.!§:. SCALE: N.T.S 1 TRENCH BACKFILL: CLASS II OR CLASS Ill AGGREGATE BASE AT 90% COMPACTION. NATIVE MATERIALS MAY BE USED AS BACKFILL wtTH WRITTEN CONSENT OF AJE. NATIVE BACKFILL COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY SUJTABILITYOF NATIVE BACKFILL PRIOR TO START OF CONSTRUCTION. 2. VERIFY 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 WITH EXISTING UTILITIES. 4. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO WORK. 5. ALL CONCRETE REPAIR WORK SHALL BE DONE !N ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (AC1)301. UTILITY TRENCH 5~~~: l 2 ~~ JAMES VACCARO ARCHITECT, INC. 411DONDEEWAY.UNITC PACIFICA ICA 19~044 415.608.3670PHONE1415.?63.4471FAX :~:.~~;:g~l~:gg~~ CLIEfil --MODUS, INC. 240 ST0cKTON STREET, 3RD FLOOR SANFRANCISC0,CA94108 verizon" VERIZON WIRELESS 27B5Ml7CHaL0R1VE.SUJTE9 WALNUTCREE<,CA94598 CONSULTANTS 0 -::I' 0 0::: 0 w ;3 a. u :::) (/) (.) 0.. ,u LL Cl) 00 I- I-~ ill f-CO::! O z~ o <I'. ~lli~Ov ..: cc..:..: 8 3oos..,. <.(WQOC? 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