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18-090 Encroachment Agreement, GTE Mobilnet, R.O.W. at 10660 S. De Anza BlvdC UP ER0 02 I 41 77 10 !Z .o.w. A1 10 c.,~0 s i)<: /lµ·zy.1 gi-~. -c,.,Pf(lcti2. ENCROACHMENT AGREEMENT This Encroachment Agreement ("Encroachment Agreement"), made this Z. 'f day of /VI fl Y , 20 __!_1_ ("Effective Date") between the City of Cupe1iino, a political subdivision of the State of California, hereinafter designated "Licensor" and GTE Mobilnet of California Limited Partnership, d/b/a Verizon Wireless, with its principal offices at c/o Verizon Wireless, 180 Washington Valley Road, Bedminster, New Jersey 07921, hereinafter designated "Licensee": 1. Encroachment Agreement. This is an Encroachment Agreement as referenced in that · certain Small Cell License Agreement between Licensor and Licensee dated May 16, 2017 ("Agreement"). This Encroachment Agreement shall serve as an encroachment license. All of the terms and conditions ofthe Agreement are incorporated hereby by reference and made a part -·he teof -withour the ·necess'ity-of repeating or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the te1ms of the Agreement and this Encroachment Agreement, the terms of the Encroachment Agreement shall govern. Capitalized te1ms used in this Encroachment Agreement shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2. Project Description and Locations. Licensee shall have the right to use the ROW for a Small Cell at the designated areas in the ROW as further described in Attachment 1 attached hereto (the "Licensed Area"). 3. Equipment. The Small Cell to be installed at the Licensed Area is desc1ibed 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 ohhis 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 upori its obtaining all of the certificates, pe1mits 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 electiical connection which will permit Licensee use of the Licensed Area as set forth above. In the event that (i) any of such applications for such Governmental Approvals should be finally rejected; (ii) any Governmental Approval issued to Licensee is canceled, expires, lapses, or is otherwise withdrawn or terminated by governmental authority; (iii) Licensee dete1mines that such Governmental Approvals may not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in a satisfact01y 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 1011 833 80_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 tennination date shall be retained by Licensor. Upon such termination, this Encroachment Agreement shall be of no further force or effect except to the extent of the representations , wananties 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. ~~.ft -i-0:aerk . APPROVED AS TO FORM CITY AT Y'S OFFICE Exhibits: Attachment 1 LICENSOR: City of Cupe1iino, a political subdivision of the State of California .By:~ Name: cJ/A,JM~ ----~~--=-----Title: . c,r'( ((µHtJ£€tl LICENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP, DIB / A VERIZON WIRELESS by Cellco Paiinership, its General Paitn~r By J CD -ff-.Ha.,.,/\J '.S h he, Name: ~CD\1 ©E@r-f Title: D~-Ne~ verizon" }EJd ! Ml " I~ ! CllFDEN A ll ~SITE ~ C:!AY~T > 1 ~ 0 0 ~l ~ r.•.'jl~h,1•• ,,,,,.,_,- D IRECTIONS FROM VERIZON WIRELESS OFFICE WALNUT CREEK CA: HEAD NORTHEAST ON MITCHELL OR TOWARD OAK GROVE RO TURN LEFT ONTO OAK GROVE RO use THE LE FT 2 LANES TO TURN LEFT ONTO TREAT BLVD TURN RIGHT ON TO N MAIN ST TURN RIGHT ONTO THE INTERSTATE 680 S RAMP TO OAKLANOJSAN JOSE MERGE ONTO 1·680 S TAKE EXIT 12 FOR MISSION BLVD/STATE ROUTE 262 TOWARD 1-880 KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR INTERSTATE 880 S/SAN JOSE ANO MERGE ONTO 1-880 S use THE RIGHT 2 LANES TO TAKE THE CA-237 W EXIT TOWARD MTN VIEW CONTINUE ONTO CA-237 W T AKE EXIT I 8 TO MERGE ONTO CA-85 S TOWARD CA-82 SILOS GATOS/SANTA CRUZ TAKE THE DE ANZA BOULEVARD EXIT use THE LEFT 2 LANES TO TURN LEFT ONTO SOE ANZA 1•1;3h"41Wl 11 1i35:af[•l~J:-:PP TI TLE I SIG NATUR E I D ATE --- \IERIZON PM --- VERIZON CM --- VERIZON RF --- MODUS PM --- MODUS CM --- UTILITIES --- LANDLORD/ PROPERTY OWNER I ldMSf.,_\alid::i:li•1et PR OJECT DESCRI PTION THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNED 11\/lRELESS TELECOMM UN ICATION FACILITY CONSISTING OF AN ANTENNA ANO ASSOCIATED EQUIPMENT ON A CITY OF CUPERTINO STEEL LIGHT POLE IN THE PUBLIC RIGHT OF WAY. EXISTING POLE ANO FOUNDATION TO BE REMOVED ANO REPLACED 'MTH NEW STEEL POLE ANO CONCRETE FOUNDATION. EXISTING POLE FOUNDATION TO BE DEMOLISHED TO A MINIMUM DEPTH BELOW EXISTING GRADE ANO ABANDONED IN PLACE . G EN ERAL SCOP E O F W O RK 0 ANTENNA AND ASSOCIATEQ EOUIPMENT 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/ DI SCONNECT MOU NTED TO LIGHT POLE AND ASSOCIATED POVVER . FIBER AND COAXIAL CABLES ROUTED WITHIN LIGHT POLE. 0 PAINT ~ew EQUIPMENT AND MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE, INCLUDING ANTENNA SHROUD. MOUNTING BRACKETS. CABLE SH ROUD/ SWEEP. RRU S UNITS. RRUS M OUNTING BRACKETS ANO LOAD CENTER . 0 CAB[.ING CABLING TO SE INSTALLED IN A TIGHT NEAT MANNER WITHOUT EXCESS CABLE LOOPS. 0 SIGNAGE FCC MANDATED RF NOTICE/ WARNING ANO SHUT-DOWN SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS, THE CITY OF CUPERTINO REOUIREMENTS, THE CALIFORNIA PUBLIC UTILITIES COMMISION GENERAL ORDER 95 SECTI ON 94.5 AND PACIFIC GAS AND ELECTRIC REQUIREMENTS. I f IIS!ES.CSSS ii CJ b1;;;1•r12 ·J:a-1,t11¥1L•Jstt; ARC HITECT JAMES VACCARO ARCHITECT, INC , 411 OONDEEWAY, UNIT C PACIFICA. CA 94044 CONT ACT: JAMES VACCARO, AIA CONTACT NUMBER: (4 15) 606,3670 FAX NUMBER : {415) 963-4471 EMAIL: JVACCARO@JVARCHITECT,COM S U RVE YOR HAYES LAND SURVEYING AND MAPPING 2830 MADIGAN COURT CONCORD, CA 94518 CONTACT: RICK HAYES CONTACT NUMBER: (925) 798,3591 EMAIL: RKSEYAH@COMCAST.NET STR UC TU RAL E NG IN EER JEFFREY M. VAN DYKE, SE. t470FELTAROAD HEALDSBURG. CA 95448 CONTACT NUMBER : (707) 696-372 1 EMAJ L:JEFFREY@S TRUCTURALENGI NEER INGCON SUL TIN G.COII, A G ENT P R OJEC T MANAGE R MODUS, INC 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT. KEVIN BOWYER PHONE: (408) 219-5442 EMAIL: KBOWYER@MODU S·CORP.COM 1ifii•r15:, • I E'i SITE NAME: SITE ID: LOCATI ON CODE: S F _CUPER002 CP S C002 417710 LTPL1388 24439 4993 063026 ASSET ID : BADGE NUMBER: SERVICE ID : SITE ADDRESS: PUBLIC ROW ADJACENT TO 10660 S. DE ANZA BOULEVARD CUPERTINO, CA 95014 A P PLICANT VERIZON WIRELESS 2785MITCHELLDRIVE,SUITE9 WALNUT CREEK. CA 94598 CONTAC T: JENNIFER HAAS PHONE: (650) 759-1377 COUNTY : SITE TYPE: EMAIL: JENNI FER HAAS@VERIZONWIRELESS COM AGENT MODUS, INC. 240 STOCKTON STREET, 3RD FLOOR SAN FRANCISCO, CA 94108 CONTACT: KEVIN BOVVYER PHONE.(408)2 19·5442 EMAIL: KBOWYER@MOOUS-CORP.COM PROPERTY OWN ER CITY OF CUPERTINO CUPERTINO CITY HALL 10300 TORRE AVENUE CUPERTINO, CA 950 14,3202 PHONE:(408)777-3354 EMAIL: ENGINEERING@CUPERTINO.ORG A .P.N.: OCCUPANCY TYPE: CONSTRUCTION TYPE; ZONING JURISDICTION : ZON IN G DESIGNATION: LATITUDE (NAO 83): LONGITUDE (NAO 83): GROUND ELEVATJON : ROW ADJACENT TO 369,37 -026 N/A,LIGHT POLE IN ROW TYPE V-8 CITY OF CUPERTINO P(CG) 37"18'48,Sl"N 122·01'55.5r w i253.2AMSL e1,w:t,:1•1,1s•1w1r+J11•1,e ALL WORK AND M ATER IALS SHALL BE PERFORMED ANO INSTALLED IN ACCOROANCE WITH THE FOLLOWIN G CODES AS ADOPTED BY THE AU TH OR ITIES HAVING JURISDICTION. NOTHING IN TH ESE PlANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES AND AUTHORITIES HAVING JURISDICTION . 2016 CALIFORNIA ADMINISTRATIVE CODE, TITLE 24 PART 1 20 16 CALIFORN IA BUILDING CODE, TITLE 24 PART 2 20 16 CALIFOR NIA ELECTRICAL CODE. TITLE 24 PART 3 20 16 CALIFORNIA MECHANICAL CODE. TITLE 24 PART 4 2016 CALIFORNIA PLUMBING CODE. TITLE 24 PART 5 2016 CALIFOR NIA ENERGY CODE. TITLE 24 PART 6 2016 CALIFOR NIA FIRE CODE. TITLE 24 PART 9 ANSIITIA-222-G 2018 NFPA 10 1. LIFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTRICAL CODE 2016 NFPA 72 , NATIONAL FIRE ALARM CODE 2016 NFPA 13, SPRINKLER CODE 201 J AASHTO L TS-6 STATE OF CALIFOR NIA GENERAL OROER NO. 128 CITY! COUNTY ORDINANCES ANO CODES ACCESSIBILITY FACILITY IS UN-MANNED ANO NOT FOR HUMAN RE QU IREMENTS:HABITATION. DISABLED ACCESS NOT REOUIREC IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITLE 24. PART 2. VOL. 1. CHAPTER 118. OIVIS!ON 2. SECTION 11 8,203.5. ..... •1•J:a.~•1M::.1111,.:.,n .. SANTA CLARA COUNTY STEEL LIGHT POLE 1s~~:r I S HEET TITLE REV. T-1 I TITLESHEET T-2 ] SYMBOLS.ABBREVIATIONS T-3 I GENERAL NOTES C-1 I TOPOGRAPHIC SURVEY. EXISTING CONDITIONS A-1 I SITE PL AN . ENLARGED ANTENNA LAYOUT. ENLAR GED EQUIPMENT LAYOUT A-2.0 I ELEVATIONS A-2 .1 I ELEVATIONS A-3 I DETAILS S-1 I STRUCTURAL NOTES. DETAILS S-2 I DETAILS EP-1 1 SINGLE LINE DIAGRAM. EQUIPMENT GROUNDING DIAGRAM EP-2 I UTILITY PLAN , CONDUIT SC HE DULE , CIR CUIT DIAGRAM EP-3 I OET AILS SP-1 I SPEC IF ICATIONS SP-2 I SPECIFICATIONS SP-3 I SPECIFIC ATIONS 1a1wm=t~ -~ JA!vlrS VACCARO A R C H I T EC T, I N C . ,,.c1r1e ,.,c ,.,•,o .. <1)60I JVOl'HOflEI ol)90.U 11 f A~ llf06JYAltC!illLC ICOM WWW JY"RCli•lEC I.COM 3!.!s!f!'. @) ------MODUS, IN C 200STOC1tl0NSl REE1 )ROFU>OR ~FR•NC•SC001i1t•1D11 verizon" VERIZON WIRELESS 21~~ .. ~~;'~~~~:'~~ :~;; 9 CONSULTANTS N 0 0 0:: N w8 a. 0 :> (/) uo. 10 u. 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REV I DATE 10 /1112017 1 90%CONSTRUCTION 217120 18 I 100-.4 CONSTRUCTION 312/2018 [100% CONSTRUCTION REV J/2612018 [1 00%CONSTRUCTION REV. l t1ESEPLANS M £irlS HIUMENI S Of'St:1N1 CE,.NO,.H£ FORf>ll:CllENl'SUSES0..HYWllliRESPECIIOIHIS PHOJECI lttESEPV,NSSHAl.lNOIBE"llEREO MOOIFIEOOR HE9HOOUC£0 IN P"HI OR IN Ylt10l£ WI IHOUI PRIOl!Wll+IIENCONSENI lliESEPV,llSAAE ro11M ... rr eo ,oacruu.sizE,.r.+.Ho,oz•·~:16· COPY H>G>t! :017 J1,J,1£S VACClo.ROAACtul ECI INC TITLE SHEET T-1 & ASD "L" ANGLE CD CONSTRUCTION EXP EXPANSION @ AT DRAllll1NGS EXP EXPOSED L ANGLE , SY CEC CALIFOR NIA ELECTRICAL m EXTERIOR L LENGTH < CENTERLINE CODE EXT EXTINGUISHER LAD LADDER DEGREE CEM PLAS CEMENT PLASTER F FAHRENHEIT LAG LAG BOLT 0 DIAMETER CERT CER TI FY FAS FARlCAT E(OJ LAM LAMINATE EQUAL CFC CALIFOR NIA FIRE CODE FAR FLOOR AREA RATIO LAT LATITUDE '" EXISTING CF/Cl CONTRACTOR FURNISHED/ FDTN FOUNDATION LAV LAVATORY FEET CONTRACTOR FE FIRE EXTINGUISHER L6 LAG BOLT INCH(ES) INSTALLED FF FINISH FACE LBS POUND (N) NEW CF/01 CONTRACTOR FURNISHED/ FF&E FURNITURE, FIXTU RE , ANO LED LIGHT EM ITIING DIODE . NUMBER O'NNER INSTALLED EQUIPMENT LF LINEAR FEET , PER CFM CUBIC FEET PER MINUTE FH FI RE HYDRANT LH LEFT HANO " PERCENT CHK CHECK FON FINISH LHR LEFT HANO REVERSE . PLATE CIR CIRCLE FLASH FLASHING LHS LEFT H ANO SIDE ' PLUSJMINUS CJ CONSTRUCTION JO INT FLEX FLEX IBLE C,N LINEAR AB ANCHOR BOLT CJ CONTROL JOINT FLR FLOOR LKNT LOCKNUT AC ALTERNATING CURRENT CL CENTERLINE FLOUR FLUORESCENT LKWASH LOCKWASHER AC ASPHAL TI C CONCR ETE CLASS CLASS IFICATION FM FACTORY MUTUAL LL LIVE LOAD A,C AIR CONDITIONING CLG CEILING FO FIELD ORDER LLH LONG LEG HORIZONTAL ACI AMERICAN CONCRETE CLR CLEAR FO FINISHED OPENING LLV LONG LEG VERTI CAL INSTITUTE CM CONSTRUCTION MANAGER FOC FACE OF CONCRETE LN LANE ACT ACOUSTICAL CEILING TILE CMC CALIFOR NIA MEC HANICAL FOF FACE OF FINISH LNG LIQUID NATURAL GAS ADA AMERICANS \NITH CODE FOS FACEOFSTUO LDC LOCATION DISABILITIES ACT CMU CONCRETE MASONRY FOW FACE OF WALL LONG LONGITUDINAL ADJ ADJACENT UNIT FP FIRE PROTECTION LT LIGHT ADMlN ADMINISTRATION co COM PANY FP FIRE PROOF LTO LIMITED A,E ARCHITECT/ ENGINEER COi CERTIFICATE OF FR FIRE RATING LTE LONG TERM EVOLUTION AFF ABOVE FINISHED FLOOR OCCUPANCY FR FIRE RESISTANT LTG LIGHTING AGL ABOVE GROU ND LEVEL COAX COAXIAL CABLE FRMG FRAMING LVO LOUVERED AHJ AUTHORITY HAVING CONC CONCR ETE FRP FIBER REINFORCED LVR LOUVER JURISDICTION CONO CONDITION PLASTIC MAINT MAINTENANCE AC. AMERICAN INSTITUTE OF CONN CONNECT FRT FIRE RETARDANT M AN M ANUAL ARCHITECTS CONT CONTINUOUS TREATED MATL MATERIAL AISC AMERICAN INSTITUTE OF COORD COORDINATE FRWY FREEWAY MAX MAXIMUM STEEL COR CHANGE ORDER REQUEST FT FEET MB MACH INE BOLT CONSTRUCTION COOR CORRIDOR FT FIRE TREATED MC MC CHANN EL ALT ALTERNATE CPT CARPET FT FOOT MOF MEDIUM-DENSITY ALUM ALUMINUM CSI CONSTRUCTION FTI LB FOOT/ POUND FIBREBOARD AMP AMPERE SPECIFICATIONS FTG FOOTING MECH MECHANICAL AMSL ABOVE MEAN SEA LEVEL INSTITUTE FURN FURNISH MEO MEDIUM ANDO ANODIZE CSK COU NTER SU NK FUT FUTURE MEMB MEMBRANE ANSI AMERICAN NATIONAL CSMT CASEMENT GA GAGE MFR MANUFACTURER STANDARDS CT CERAMIC TILE GA GYPSUM ASSOCIATION MFR REC MANUFACTURER'S INSTITUTE CTG COATING GAL GALLON RECOMMEN DATION ANT ANTENNA CTR CENTER GALV GALVANIZED MHZ MEGAHERTZ APA AMERICAN PLY\f,JOOD CTRL CONTROL GB GRAB BAR MID MIDDLE ASSOCIATION cu COPPER GC GENE RAL CONTRACTOR MIN MIN IMUM APPROX APPROXIMATE CUYD CUBIC YARD GEN GENERATOR MIRR MIRROR ARCH ARCHITECT CW CLOCK\NISE GFCI GROUND FAULT CIRCUIT MISC MISCELLANEOUS ASCE AMERICAN SOCIETY OF CYL CYLINDER INTERRUPTER MK MARK CIVIL ENGINEERS ' PENNY (NAIL) GLULAM GLUED LAMINATED v,,ooQ ML M ETAL LATH ASHRAE AMERICAN SOCIETY OF 0 DEPTH GSB GYPSUM SHEATHING MLOG MOLDING HEATING, REFRIGERATING OBL DOUBLE BOARD MLWK MILLWORK ANO AIR CON DITION ING DC DIRECT CURRENT GSM GALVANIZED SHEET METAL MN MAGNETIC NORTH ENGINEERS DEF DEFINITION GSM GLOBAL SYSTEM FOR MOO MODIFY ASI ARCHITECrs DEG DEGREE MOBILE COMMUNICATION MOO BLT MODIFIED BITUMEN SUPPLEM ENTAL DEMO DEMOLITION (DEMOL ISH) GUAR GUARANTEE MR MOISTURE RESISTANT INSTRUCTIONS DEPT DEPARTMENT GYP GYPSUM MS MACHINE SCREW ASSN ASSOCIATION OET DETAIL GYPBD GYPSUM BOARD M SB MAIN SWITCHBO ARD ASSY ASSEMBLY OF DOUGLAS FIR GYP GYPSUM PLASTER MTO MOUNTED ASTM AMERICAN SOCIETY FOR DI A DIAMETER HOG HOT D IPPED GALVANI ZED MTG MEETING TESTING OIAG DIAGONAL HDW HARDWARE MTG MOU NTING ANO MATERIALS DIFF DIFFERENCE HEX HEXAGONAL MTL M ETAL AUTO AUTOMATIC OIM DIMENSION HGR HANGER MULL MULLION AVE AVENUE DISC DISCONNECT HLON HOLOOO'NN MULT MULTIPLE AVG AVERAGE DIST DISTANCE HM HOLLOW METAL MUT MUNTIN AWG AMERICAN WIRE GAUGE DIV DIVISION HORtZ HORIZONTAL MW MICROWAVE AWS AMERICAN WELDING OL DEAD LOAD HS HIGH STRENGTH N NORTH SOCIETY OMARC DEMARCATION POINT HT HEIGHT NA NOT APPLICABLE AZ AZIMUTH DN DOWN HVAC HEATING, VENTILATING NC NO ISE CRITERIA 8'B BACK TO BACK DR DINING ROOM ANO NEG NEGATIVE BAT BATTEN OR DOOR AIR CONDITIONING NFPA NATIONAL FIRE BATT BATTERY OS DOWNSPOUT HWY HIGHWAY PROTECTION BC BETWEEN CENTERS OWG DRAINING HYO HYDRANT ASSOCIATION BC BOLT CIRCLE E EAST IAO INDOOR AIR OUAUTY NFR C N ATIONAL FE NESTRATION BD BOARD EA EACH IBC INTERNATIONAL BUILDING RATING BORY BOUNDARY EE EACH ENO CODE COUNCIL 61TUM BITUMINOUS EF EACH FACE ICC INTERNATIONAL CODE NIC NO T IN CONTRACT BKG BACKING EF EXTERIOR FINISH COUNCIL NO NUMBER SLOG BUILDING EFS EXTER IOR FINISH SYSTEM 10 IDENTIFICATION NOM NOMINAL BLK BLOCK EGR EMERGENCY GENERATOR ID INSIDE DIAMETER NORM NORMAL BLKG BLOCKING RECEPTACLE ID INSIDE DIMENSIO N NRC NOISE REDUCTION BLT BUILT EIFS EXTERIOR INSULATION IF INSIDE FACE COEFFICIENT 6LVO BOULEVARD ANO IFS INSIDE FACE OF STUD NRCA NATIONAL ROOFING BM BEAM FINISH SYSTEM ILLUM ILLUMINATION CONTRACTORS BOT 60TTOM EJ EXPANSION JOINT IMEO IMMEDIATE ASSOCIATION BRG BEARING EL ELEVATION IN INCHES NS NO SCALE BRKT BRACKET ELAST ELASTOMER IC INCAND INCANDESCE NT NTP NOTICE TO PROCEED BSMT BASEM ENT ELEC ELECTRIC INCL INCLUDED NTS NOTTO SCALE BTWN BETWEEN ELEM ELEMENT INFO IN FORMATION o, OVER SUR BUILT·UP ROOFING EMF ELECTROMAGNETIC INSUL INSULATION 0 10 OUT TO OUT BW BOTH WAYS FREQUENCY INT INTERIOR 0 OXYGEN C CHANNEL ENGR ENGINEER IR INSIDE RADIUS oc ON CENTER C TOC CENTER TO CENTER EPA ENVIRONMENTAL ISO INTERNATIONAL occ OCCUPY CAB CA6\NET PROTECTION AGENCY STANDARDS OD OUTSIDE DIAMETER CBC CALI FOR NIA BUILDING EPDM ETHYLENE CODE OF OUTSIDE FACE CODE POLYSTYRENE BOARD ISO ISOM ETR IC OF/Cl O'NNER FURNISHED/ cco CONSTRUCTION CHANGE EO EOUAL J·BOX JUNCTION BOX CONTRACTOR IN STALLED OIRECTNE EQUIP EQUIPMENT JST JOIST OF/01 OWNER FURNISHED/ ccw COU NTERCLOCKWISE EQUIV EQUIVALENT K THOUSAND OWNER INSTALLED co CONSTRUCTION EW EAC H WAY KIP THOUSAND POUNDS OFS OUTSIDE FACE OF STUDS DOCUMENTS EXCL EXCLUDE KIT KITCHEN OPH OPPOSITE HANO KO KNOCKOUT OPNG OPENING ABBREVIATIONS OPP OPPOSITE OPT OPTIONAL SOFT SQUARE FOOT OSHA OCCUPATIONAL SAFETY SOIN SQUARE INCH ANO HEALTH ss STA INLE SS STEEL ADMINISTRATION ST STAIRS PAR PARALLEL ST STREET PAR PARAPET STC SOUND TRANSMISSION PART PARTIAL CLASS PAT PATTERN STD STAN DARD PB PAN IC BAR STL STEEL PB PULL BOX STIF STIFFENE R PED PEDESTAL STOR STOR AGE PEN PENETRATE STR STRAIGHT PERF PERFORATED STRUCT STRUCTURAL PER1M PERIMETER SUB SUBSTITUTE PERM PERMANENT SUP SUPPLEMENTARY PERP PERPENDICULAR SURR SURROUND PH PHASE SUSP SUSPEND PKWY PARKWAY SYM SYMBOL PL PLATE SYMM SYMMETRICAL PL PROPERTY LINE T TREAD PLAS PLASTER T<B TOP ANO BOTIOM PLAS PLASTIC T&G TONGUE AND GROOVE PLAT PLATFORM T&M TIME ANO MATER IALS PLYWO PLY'NOOO TB THROUGH BOLT PN PART NUMBER TELCO TELECOMMUNICATION S PNL PANEL COMPANY PO PURCHASE ORDER TEMP TEMPORARY PPC POVVER PROTECTION THERM THERMAL CABINET THK THICKN ESS PREFAB PREFABRICATE(O) THRES THR ESHOLD PRELIM PRELIMINARY THRU THROUGH PREP PREPARATION TMA TOVVER MOUNTED PREV PREVIOUS AMPLIFIER PROJ PROJECT TN TRUE NORTH PROP PROPERTY TO TOP OF PSF POUNDS PER SQUARE Toe TOP OF CONCRETE FOOT TOF TOP OF FLOOR PSI POUNDS PER SQUARE TOF TOP OF FOOTING INCH TOP TOP OF PARAPET PT PAINT TOPO TOPOGRAPHY PT POST TENSIONED TOS TOP OF SLAB PT PRESSURE TREATED TOW TOP OF WALL PV PHOTOVOLTAIC TRANS TRAN SPARENT PVC POLYVll~YL CHLORIDE TRANS TRANSFORMER (PLASTIC) TS TUBE STEEL PWR POWER TYP TYPICAL oc QUALITY CONTROL u HEAT TRANSFER OTY QUANTITY COEFFICIENT OUAL QUALITY UG UNDERGROUND R RADIUS UL UNDERWRITERS R THERMAL RESISTANCE LABORATORIES RB RUBBER BASE UMTS UNIVERSAL MOBILE RCP REFLECTED CEILING PLAN TELECOMMUNICATIONS RD ROAD SYSTEM RD ROOF DRAIN VNO UNLESS NOTED REBAR REINFORCING STEEL BARS OTHER\NISE REC RECESSED UON UNLESS OTHERWISE RECD RECEIVED NOTED RECPT RECEPTACLE UTIL UTILITY RECT RECTANGLE UV ULTRAVIOLET REF REFERENCE V VOLT REINF REINFORCE VAR VAR IE S REM REMOVABLE VCT VINYL COMPOSITION TILE REO REQUIRE VENT VENTIL ATION REDO REQUIRED VERT VERTICAL RESIL RESILIENT Vlf VERIFY IN FIELD REV REVISION voe VOLATILE ORGANIC RF R ADIO FREQUENCY COMPOUND RF RESILIENT FLOORING VOLT VOLTAGE RFI REOU ES TFOR w MST INFORMATION w V.,DE RFP REOUEST FOR PROPOSAL w, "''" RH RIGHT HANO w,o WITHOUT RH ROOF H ATCH w,w WALL TO WALL RHR RIGHT H ANO REVERSE WC WATER CLOSET RL ROOF LEADER WO WOOD RM ROOM WFBM \NICE FLANGE BEAM RNO ROUND WI. WINO LOAD RO ROUGH OPENING WM INIRE MESH ROW RIGHT OF WAY WO WORK ORDER RR RAILROAD WP WATERPROOFING RRU REMOTE RADIO U NIT WP WEATHERPROOF RWO REDWOOD WPM WATERPROOF MEMBRANE RWL RAIN WATER LEADER WR WATER REPELLENT s SOUTH WR WATER RESISTANT SCH SCHEDULE WRB WATER RESISTIVE so SMOKE DETECTOR BARRIER SE STRUCTURAL ENGINEER WRM WATER RESISTANT SECT SECTI O N MEMBRANE SEL SELECT WT WEIGHT SEP SEPARATE WWF Vw'ELOEO WIRE FABRIC SF SQUARE FOOT (FEEn WWM Vw'ELOED WIRE ME SH SHT SHEET WWR Vw'ELOEOW!RE SHTHG SHEATHING REINFORCEMENT SIM SIMILAR X BRACE CROSS BRACE SJ SCORED JOINT XFMR TRANSFORMER SK SKETCH YO YARD SKLT SKYLIGHT SLNT SEALANT SLV SLEEVE SPEC SPECIFICATION SPKLR SPR IN KLER so SQUARE 13 ROOM-ROOM NAME ;t__COLUMN ~ROOM NUMBER TAG ~-"· u-:=~ 0--'WI NDOWTAG REVISION CLOUD '---&=SECTION REFERENCE SECTIO N NUMBER SHEET NUMBER ~OOOO--SPOT ELEVATION I \ DETAIL NUMBER ,,--, r@=DETAIL REFERENCE '---~ x-SHEET NUMBER -----0-----GRID REFERENCE ELEVATION NUMBER -----=-MATCH -&=ELEVATION REFERENCE MATCH LI NE SHEET N UMBER LINE X 0==1NTERIOR ELEVATION REFERENCE ~BREAK LINE X SHEET NUMBER ~ELEVATION NUMBER _...--PIPE BREAK MARK --0-wALL TAG ---·-G..-CENTER LINE ~EOUIPME NTTAG --PROPERTY/ LEASE LINE GRAPHIC SYMBOLS 11 11/'ullii/Miffilfil1\ill EARTH EZZ:27/d ~~~ED ~ ~~~~~egRAVEL fk-Ftttf>Pm!ti PL YWOOO r:J;:~;~·?.:,J::~~~~'f.'41 SAND ~GLULAM 1-.. " : .. I CONCRETE ~STEEL LO o O OO·I 6~~~~~~E LJ STEEL STUD ~ BRICK (PLAN) ™™ ~NA;~LATION ,~si~tl',f?]ff ,t BRICK (SECTION) lfflt#lt§#ffi:I ~~~DLAT!ON ~ ~~~;~~~EUNIT (PLAN) fii .·.-~, · ~· {· ·· ·I ~Nos:~:i~~Y I I CONCRETE I I I I M ASONRY UNIT I :· ... ' I ~~~~ARO (SECTION) ~ ~~~~~~~~~)LUMBER ti' c;.:a !---" c:= '.'"""J ~E:sET~~ AND 'WIRE M ES H c:2::] ~~!~~~~~~) I /7 //j ~~l~G MATERIALS SYMBOLS 12 -"'::--JAM[S VACCARO -A A C H I T E C T, I N C. .i:~Dc°.::!~ ;::~~~~~ C <11t06lel0,110t1t 1,11 ,e1.u nfAX llfO•JVAfCHllEC I.COM WW W,N~fCl<ll[CI COM ~ ~ @) ---M-,o""'ous. ,-N-c-. -- - :•osiocKl ONSlREEl' l !IDFl°"" SANFMAUCISCO CA9'1DI verizon" -VERIZON WIRELESS Z785 Ml!CHElLDR1VESU11E9 WALIIIJTCREEI\.CA 9'<~ = • • N 0 0 0:: N w8 Q. 0 ::) (/) uo... 10 u. Cl) 0 f- 0 a:: z f-;; "~ ~~a~ UJ::, ~ 0 <.O '.iO<t<t:~ ...., en u ~ r-:. ~;50~~ ~~~u~ ~~ffiiil ~ u . Q. :::J ~~a~ ~~ ~ a..~ <{ 0 -. . . :fil REV I DATE I ISSUE I 2 ::::::i ' -- 10/1112017 I 90~4 CONSTRUCTION 21712018 I 100%CONSTRUCTION 31212018 100% CONSTRUCTION REV 3/2612D18 100%CONSTRUCTION REV " 1ftESEPLAt1SAAE INS1RUMl:NTSOl'Si:!IV1CEANOARE FOflTH[Cl!ENl'SIJSESOI.ElYWHtRESl'ECI TOIHIS PROJ(Cl lt1CSEP\Jlt1SS1t.Ol.lHOl8E"I.IERED M00ff1ED0fl REPROOUCEO Ill 1'~!11 Ofl IN IMO[ w :::E Wll tt:)IJll'R~VMIIIEll CONSE W htESEPV,NS AAE FORMAi TEO TOGE FIJU-SIZE Al ~RCtt D :4•!l)6• COPYRK;Hf:IOITJAMESYACCAROAACHll[Cl INC HEE IJIHf ::E SYMBOLS , ABBREVIATIONS T-2 Genera Notes GENERAL NOTES 1. CONTRACTOR SHALL VERIFY AND COOROINATE ALL NEW ANO EXISTING CONDITIONS ANO DIMENSIONS AT JOB SITE FOR COMPARISON WTH DRAWINGS ANO SPEClF1CATIONS PRIOR TO 61001NG 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 \NlTH VI/ORK 2. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGIN EER FOR CLARIFICATIONS ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR ANO COORDINATED VVITH ALL OF THE WORK OF ALL TRADES IF DISCREPANCIES ARE FOU ND. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER 1N WRITING FOR CLARIFICATION BEFORE COMM ENCEMENT OR RESUMPTION OF WORK 3 ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. NOTIFY THE ARCHITECT/ ENGINEER OF ANY ABBREVIATIONS IN QUESTION 4. ALL MATERIALS FURNISHED AND INSTALLEQ SHALL BE IN STRICT ACCORDANCE \MTH ALL APPLICABLE CODES. REGULATIONS. ANO ORDINANCES CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES ANO COMPLY IMTH ALL LAWS. ORDINANCES. RULES . REGULATIONS. ANO LA\/15UL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. S ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL ANO UTILITY COMPANY SPECIFICATIONS ANO LOCAL JURISDICTIONAL CODES. ORDIN ANCES A NO APPLICABLE CODE ANO REGULATIONS. 6 UNLESS NOTED OTHER\MSE. TH E WORK SHALL IN CLUDE FURNISHING MATER IALS. EQUIPMENT. APPURTENANCES. ANO LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT ANO MATERIALS IN ACCORDANCE IMTH MANUFACTU RER"$ RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE &. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER . 9 LEGAL 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 'M-IERE CUTTIN G INTO AN EXISTING STRUCTURAL PORTION OF ANY STRUCTURE IS NECESSARY PRIOR TO PROCEEDING WTH WORK 12 CONTRACTOR SHALL VERIFY ACTUAL ROUTING OF CONDUIT. POWER ANO FIBER CABLES. GROUND CABLES AS SHOWN . CONTRACTOR SHALL SHALL AQO NEW CONDUIT AS NECESSARY CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING INITH THE CONSTRUCTION MANAGER. 13. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS. CURBS. LANDSCAPING ANO STRUCTURES ANY DAMAGED PAR T SH ALL BE REPAIRED AT CONTRACTOR"S EXPENSE TO THE SATISFACTION OF THE OWNER . 14 CLEAN UP A NO DISPOSAL-REMOVE OESRIS. RUBBISH ANO WASTE MATERIAL FROM THE OWNER'S PROPERTY TO A LAINFUU LEGAL DISPOSAL AREA AND PAY ALL HAUL IN G ANO DUMPING COSTS. CONFORM TO PERTAINING FEDERAL. STATE ANO LOCAL LAWS. REGULATION S AND ORDERS UPON COMPLETION OF WORK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN ANO FREE FROM DEBRIS. CLEAN ALL STAINS, PAINT SPOTS. DROPPINGS. ANO OTHER BLEMI SHES. 15. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK ANO SURFACES FROM DAM AGE DURING THE COURSE OF CONSTRUCTION ANO SHALL REPLACE ANOJ OR REPAIR ALL DAMAGED SURFACES CAUSED BY THE CONTRACTOR OR SUBCONTRACTOR PERSONNEL TO THE SATISFACTION OF THE OWNER. 16. PRIOR TO IN SPECTION OF THE EXISTING FACILITY. THE CONTRACTOR MUST RECEIVE PERMISSION FOR SITE ACCESS FR OM THE OWNER OR THE DESIGNATED REPRESENTATIVE. 17 . 'M-IEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS ANDI OR CONNECTION. A MINIMUM OF 48 HOUR S ADVANCE NOTICE SHALL BE GIVE N TO THE OWNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF TH E SHOR TEST POSSIBLE DURATION ANO SHALL BE APPROVED IN ADVANCE BY THE OWNER . 18. ALL CONTRACTORS PERFORMING WORK ON THE SITE SHALL BE RESPONSIBLE FOR INITIATIN G. MAINTAINING ANO SUPERVISING A REASONABLE ANO PRUDENT SAFETY PROGRAM IN CLUDIN G BUT NOT LI MITED TO THE ISOLATION OF WORK AREAS ANO THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MAY ENDANGER THE PUBLIC OR WORKERS. 19 . THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND RELATED SERVICE CO NN ECTIONS WITH THE RESPECTIVE UTILITY COMPANIES 20. THE CONTRACTOR SHALL COORDINATE THE REMOVAL. ABANDONMENT. ANDI OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW GRADE WITH THE RESPECTIVE UTILITY COMPANIES. 21 . THE CONTRACTOR SHALL PERFORM ALL WORK IMTHIN PUBLIC RIGHTS-OF-WAY ACCORDING TO LOCAL JURISDICTIONAL STANDARDS ANO SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE(ACIJJ01 23. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 24. THE EX ISTING SITE IS IN FULL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK MUST BE COORDIN ATED WITH THE OWNER . ALSO. WORK SHOULD BE SCHEDU LED FOR AN APPROPRIATE WINDOW TO MINIMIZE DISTURBANCE . 25. THE ARCHITECT/ EN GINEER SHALL BE NOTIFIED IN IAIRIT1NG OF ANY SUBSTITUTI ONS. IN CLUDING CHANGES IN PRODUCTS. MATERIALS. EQUIPMENT AND DETAILS OF CONSTRUCTIONS FROM THOSE SHOWN . THE SUBSTITUTIONS PR OCEDURES PER SPECIFICATIONS SECTION 01 25 00 SHALL BE FOLLOYVEO. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PERFORMANCE AND ASSOCIATE D COSTS FOR ANY SUBSTITUTION NOT APPROVED IN W"RITI NG BY THE ARCHITECT/ ENGINEER PER SPECIFICATIONS SECTION 01 25 00. 26. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A/10.BC \/\IITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DUR ING CONSTRUCTI ON. 27. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION 28. SHOP DRAWINGS SHALL BE SUBM ITTED FOR ALL EQUIPMENT AND MATERIALS IIVHICH MUST IN TERFACE AND COORDINATE WITH OTHERS. 'M-IETHER DETAILED OR NOT 31 . THE CONTR ACTOR SHALL OBTAIN OSHA PERMITS FOR ANY VERTICAL EXC AVATION OVER 5"-0-DEEP INTO WHICH PERSONS MUST DESCEND. 32. ALL DISSIMILAR METALLIC MATE RIALS 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 WITH AN APPROVED PRESERVATIVE. 2 1te or otes SITE WORK NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES AND CONDUCT UNDERGROU ND UTILITY LOCATING AND MAPPING PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTIN G ACTIVE SEWER . WATER. GAS. ELECTRIC. AND OTHER UTILITIES IIVHERE ENCOUNTERED IN THE WORK. SHALL BE PROTECTED AT ALL TIMES. AND IIVHERE REQUIRED FOR TH E PROPER EXECUTION OF THE WORK. SHALL BE RELOCATED AS DIRECTED BY CONSTRUCTION MANAGER ONLY UPON APPROVAL OF SPECIFIC UTILITY OWNER . EXTREME CAUTION SHOULD SE USED BY THE CONTRACTOR 'M-IEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRA'MNGS AND PR OJECT SPECIFICATIONS. 4. !F NECESSARY. RUBBISH. STUMPS. DEBRIS. STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM TH E SITE AND DISPOSED OF LEGALLY . 5. ALL EXISTING INAC TIVE SEWER. WATER. GAS. ELECTRIC AND OTHER UTILITIES. 'A'HICH INTERFERE 'MTH THE EXECUTION OF TH E WORK. SHALL BE REMOVED AND/OR CAPPED. PLUGGED OR OTHERwtSE DISCONTINUED AT POINTS 'A'HICH WILL NOT INTERFERE WITH 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 UNIDENTIFIED UTILITIES ARE ENCOUNTERED. 8. CONTRACTOR SHALL IMMEQIATELY NOTIFY THE UTILITY O\NNER OF EXCAVATION DAMAGE AND TAKE STEPS TO MITLGA TE DAMAGE ANDI OR ASSIST WITH REPAIR . 9 . CONTRACTOR SHAL L PROVIDE ADEQUATE SHORING, BACKFILL ANO OTHER PHYSICAL SUPPORT TO PROTECT UNDERGROUND UTILITIES 10. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. 11 . THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE lN ACCORDANCE WITH VERIZON WIRELESS ANO AUTHORITY HAVE JURISDICTION SPECIFICATIONS FOR SITE SIGNAGE. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EX ISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION . SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDE LIN ES FOR EROSION ANO SEDIMENT CONTROL. CONCRETE NOTES \. ALL POUREO•IN •PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. UNLESS OTHERWISE NOTED (DESIGN BASIS 2.SOO PSI-NO SPECIAL IN SPECTION REOU!REO). CEMENT TO BE TYPE 11 FROM TE STED STOCK PER ASTM C.,50. 2 . CONCRETE FORM TOLERANCES SHALL BE WITHIN TH E STANDARDS SET BY THE A/,.,1ER1CAN CONCRETE IN STITUTE. 3 ALL REINFORCING STEEL. ANCHOR BOLTS, DOVVELS AND OTHER IN SERTS SHALL BE SECURED IN POSITION ANO INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO TH E 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 DRAWINGS FOR LOCATIONS. 5 . FORM EXPOSED CORNERS OF COLUMN S. BEAM S. WALLS. ETC . WITH 314 !NCH CHAMFERS UNLESS DETAILED OTHERIMSE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE . e1 rcmg tee otes RE INFORCING STEEL NOTES I . REINFORCING STEEL SHALL CONFORM TO ASTM A·615 GRADE 60 U.Q 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. RE IN FORCIN G STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. Stee otes STEEL NOTES 1. ALL STR UCTURAL ANO MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS FOR THE DESIGN FABRICATION ANO ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. LATEST ADDITION 2. BOLTS SHALL CONFORM TO ASTM AJ07. UNLESS NOTED OTHER\/\IISE. 3. PIPE STEEL SHALL CONFORM TO ASTM A·53 , GRADE B. 4. PLATES SHALL CONFORM TO ASTM A-36. 5 . ALL STEEL PERMANENTLY EXPOSED TO I/IIEATHER. (IN CLUDING NUTS. BOLTS. WASHERS) SHALL BE HOT·DIP GALVANIZED AFTER FABRICATION 6 . INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR . SHALL BE PER MANUFACTURER"S IAIRITTEN RECOMMENDED PROCEDURE. THE BOLT. DOWEL OR ROD SHALL CONFORM TO M ANUFACTURER"$ RECOMMENDATION FOR EMBEOMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUTWITHOVT PRIOR CONTRACTOR APPROVAL 'A'HEN DRILLI NG HOLES IN CONCRETE. SPECIAL IN SPECTIONS. REQUIRED BY GOVERNING CODES. SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER"S M AX IMUM ALLOWABLE LOADS. e mg otes WE LDING NOTES 1. THE QUALITY OF MATERI AL S AND THE FABRICATION OF ALL I/IIELDED CONNECTIONS SHALL BE IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY'S STRUCTU RAL WE LDING CODE.AWS 0 1.1 LATEST EDITION . 2 . SPECIAL INSPECTION OF I/IIELDING PER SECTION 1704 IS REQUIRED. A QUALIFIED AND CERTIFIED IN SPECTOR SHALL BE PRESENT DURING SHOP AND FIELD WELDING OPERATIONS UNLESS OTHERWISE NOTED ANO SHALL INSPECT ALL THE WORK AS REQUIRED BY AWS 01 .1. SECTION ,. 3. SPECIAL INSPECTION NEED NOT BE CONTI NUOUS FOR THE FOLLO'MNG ITEM S. PROVIDED THE MATERIAL. QUALIFICATIONS OF VVE LDING PROCEDURES AND WELDERS ARE VER IFIED PR IOR TO THE START OF WORK: PERIODIC INSPECTIONS M AY BE MADE OF WORK IN PROGESS AND A VI SUAL IN SPECTION OF ALL I/IIELDS IS STILL REQUIRED. 1. SI NGLE-PASS FILLET WELDS NOT EXCEEDING S1161NCH. 4. INSPECTORS SHALL POSSESS ANO BE FA/,.,1ILIAR WITH THE APPROVED VI/ELDING PROCEDURE SPECIFICATIONS (WPS). 5. ALL WELDING SHALL BE DONE BY CERTIFIED I/IIELOERS USING PRE·OUALIFIED 'A'ELDING PROCEDURES 6 . THE INSPECTOR SHALL CONFIRM THE QUAL IFI CATION OF WELDERS. THE USE OF AWS QUALIFIED PROCEDURES. THE MANUFACTURER"$ RECOMMENDED USE OF AUTOMATIC EQU IPMENT AND THE PROPER use OF PR EH EAT. IF REQUIRED. amtmg otes PAINTI NG NOTES 1. EXTRA MATERIALS: DELIVER TO OWN ER 1 QUART OF EACH COLOR AND TYPE OF FINISH COAT PAINT USED ON PROJECT. IN CONTAINERS. PROPERLY LABELED AND SEALED. 2 . MANUFACTU RER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHERWISE. 3. M ATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER ANO WITH SUBSTRATE S. 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 IN DICATED. 5 . REMOVE HARDWARE. ANO SI MILAR ITEMS THAT ARE NOT TO BE PA INTED. M ASK ITEMS THAT CANNOT BE REMOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE. 6 CLEAN AND PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN TH AT AREA. SC HEDULE PAINTING SO CLEANING OPERATIONS \NILL NOT DAMAGE NE\'Vl.Y PAINTED SURFACES. 7. APPLY PAINTS ACCORDING TO MANUFACTURER"S IAIRITTEN INSTRUCTIONS. 8. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOU T CLOUDINESS. SPOTTIN G. HOLIDAYS. LAPS. BRUSH MARKS. ROLLER TRACKING. RUNS. SAGS. ROPINESS. OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS. 9 . IF UNDERCOATS OR OTHER CONDITIONS SHOW TH ROUGH TOPCOAT . APf'LY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH. COLOR. AND APPEARANCE. 10. SEE SPECIFICATIONS SECTION 0990 00 FOR PAINTING ANO COATING SPECIFICATIONS. LIGHTI NG NOTES 1. LUMINAIRES, JUNCTION BOXES . 1-112" RIGID METAL CONDUIT. 1-112" PVC CONDUIT. ANO POLES SHALL COMPLY wtTH SECTION 86 OF THE CAL TRANS STANDARD SPECIFICATIONS ANO CITY OF CUPERTINO STANDARD DETAILS 2. LUMINAIRES MAY BE CUT OFF. TYPE M•lt OR M •III 1.E.S. LIGHT DlSTRIBUTION. UNLESS OTHERWISE NOTED. AT CUL·DE·SACS USE TYPE M-111 OR BETTER . UNLESS OTHERWISE NOTED 3. THE SERVICE SUPPLY IN G ELECTROLIER CIRCU IT SHALL BE FUSED ANO GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AT THE FIRST JUNCTION BOX. AN ADDITIONAL FUSE IS REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR . CONDUCTORS SHALL BE #8 THW UNLESS OTHERWISE NOTED ANO ALL SERVICE SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCATED AT THE LUMlNAIRE UNLESS OTHERWISE NOTED. 4 THE CONTRACTOR SHALL OBTAIN A SERVICE POINT CONFIRMATION ANO A CLEARANCE FROM THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT PRIOR TO IN STALLI NG ANY FOU NDATIONS. 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 CUPERTIN O 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 'NORKS DEPARTM ENT CONNECTION ORDER IS RE QU IR E TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINQAFTER COMPLETION AND IN SPECTION FOR SUBMITTAL TO PACIFIC GAS ANO ELECTRIC) 7 . CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL REQUIREMENTS AND CONTACT THE CITY OF CUPER TIN O PUBLIC WORKS DEPARTMENT FOR IN SPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING AND ELECTRICAL INSPECTIONS. &. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER"S SUBMITTAL$ FOR ALL NEW LUMINAIRES. 9 . ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL -c:=_ J/'.M[S VACCARO Rf A R C H 1 T E C T, I N C . ,11 00 .. ou w11 v.uu11 c PAClflCAI CA l 9<Q U <1 }608 ,0/Q,li011( 4 1)90) U /1 IA~ llfO&JVAWClill[CICOM WWW .NA~C>lll(C ! COM @) ---M-O-DUS -. I-N-C-.--- 2<10 SlOCoCTOH STREET l ROflOOII SAU FRANCISCO C.+.~<108 verizon" VER IZ ON WIRELESS 21a~ MI ICt!EllOfllVE su 11e 9 WAlUUICR[[,t CA9-l~!i3 CON SULTAN TS N 0 0 0::: N w8 a. 0 :::, (/) (.) 0... 10 u. (/) 0~ I- I-<l'. r5 .._>-.::t u dS ~~ ~ 060> 0 (0 <C m <C<C~ 3 <l'. us: i-c <l'.N(iO"/ s;z~O::~ 0 <l'. I-~(') ~~ffi cjj ~ :3U,§5 ~ ~gu z a. "' a. ~ <l'. 9 . . . CODE. I REV j DATE I 1SSUE 10. ALL OVERLOAD PROTECTION (FUSES) SHALL BE 10111 /20 17 90% CONSTRUCTION SIZED IN ACCORDANCE 'MTH THE NATIONAL 2 21712018 100% CONSTRUCTION ELECTRICAL CODE . 3 3/2120 18 100% CONSTRUCTION REV 3126120 18 100% CONSTRUCTI ON REV. 11 . IIVHENEVER AN INSTALLATION IS NEAR ANY OVERHEAD WIRESJ CONDUCTORS. A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS ANO t--t---+------- ELECTRIC PRIOR TO INSTALLATION !ftESEPL>,NS/IHEINS.!RUMENI SOf$CIMC(AN0ARE fOII IHECI.IENl"SU$C$OI..ElYVl!IHRESPECTIOIHIS PRO.IECI H1ESEPLANS5'W..lOOIBEH..TEREO MOOl~l[O OR RO'IIOOUCEO .. l>AIU OR IN v.tfOl.E U~~i~:~r;::~i~i;~~l~~t~ARE itEElllltE GENERAL NOTES T-3 Cl 0::: < > w .....::i ~ 0 o::i w Cl ~ E-< ~ 0 (/] rooa:-lrl'O.EHCH-,r TtJPrF .s:DtSOt-.U.J·AQ, ,--PQ.CTtJP01AM£rut-,1p· ----DOJaL CZ.W,..tS.0-A4. CXIIIIILNn'Sl(;Ml'Cf'-f.14.AQ. tJOIJIMHTYSl(;M IIOr.,11.T A« IIA/JIO$IQ>ll'Cl"-ll.a'Aa. OOSTINC a:IOUNO El.£VATION: A r BASE OF Lr Pa£-2SJ.2' AJJSt. POLE DETAL 5 SCALE 1"-5' EXJSTNG BI.JILDNG --w~ ,_ - I -,;;;; ... , "~ EXISTNG 8IJlDING -- --= _,a PROJECT AREA 10 SCALE KIRWIN LANE I ~ I w I! Cl 0::: < > w .....::i ~ 0 o::i < N z < w Cl ~ E-< ~ 0 (/] OVERALL VIEW 30 SCALE EXlSTWG BIJWING 7"-PA\O : JIM'A« GEODETlC ~ COORDINA ~ el dAKENHE,flr ~ IH~/Jf •. Sff_CTORS 2 fr'~~::..-:!;: EXISTlNG ~ ,,:;,::;::~='fi .... £JI.JLDING SCNSCR-:U.S' ~ -l'aNr. 111 111111 --= -- N w*, s BOLLINGER ROAD CUPERTINO • 0.1Aor.1Ctriu1t · .v, i 'ZI YOoJnQ.(!Af1 . ., ~. t : .... ! ·1 } ~ ·· J -=c--f~/ • kw11nMuL I iJ ~i I -l'fn.ECTNEA :f r:.1wiu~, ,i K~11"~ ./.'- T - ,~ i G != r~ ( Bi, I ! i L .J It :~.· .... i,. •'I, : I I N ,. ' •1 ;) I• It:;,; ~~;ti ,<:l ,,; ? '. .... t )~. . ~ l_lu:.•,r'fl(-fo,. ,;j VICINITY MAP N.T.S. PROPERTY INFORMATION SF~ SfTE, CPSC002 10660 SOU TH DE ANZA BOULEVARD CLJP{RnNQ CA 95014 BASIS OF BEARING BEARINCS SHO'M:'.O HEREON ARE B"5EO UPON U.S. STAT[ Pl.AME NAD8J COORDINATE SYSTIM SfAlf:l'V,NE:COOHOINMCI.Oflf::.\, OElERMINEO BY CPS OOS£RVA110NS. EENCHMAAK Et.£\IATION ESTA8USHED F"AOM CPS DERI~ ORTHOMETRIC HEIQHS. Al'Pt.'IIHG GEOIO 99 SEPARATIONS, CONS111AINING TO NCS CON11lOL STATION 'LUTT El.EVATION •4!!0.0' (NAWM) UT1UTY N01ES SURVEYOR DOES NOT CUARANlEE TliAT ALL UTILITIES ARC SHO~ OR TliEIR LOCATIONS. IT IS THE RESPONSIBILITY Dr Tl-IE C0N111ACTOR ANO OEVEI..OPER TO CONTACT U.S.~ ANO ANY OTliER IHVO..VED ActNCIES TO LOCAlE AU UTILITIES PRIOR TO CONSTRUCTION. REMO VAL. RELOCATION ANO/ OR R(PlACEMEN T IS Tl-IE RESPONSIBILITY Of Tl-IE CONTRACTOR. SUM;YOR'B N01ES AU. EASEMENTS C<»ITAINEO 1H SAID TITU REPORT AfFECTIHC THE IMMEOIATE AREA SURROUNOINC Tl-IE l.£ASC HAVE BEEN PLOTTED. SURVEYOR HAS NOT PERFORMED A SEARCH Of PUBLIC RECORDS TO OETCRMINE ANY OEf'ECT IN TlTLC ISSUED. THE BOUNDARY SHOWN HEREON IS PLOTTED fl!Ot,1 RECORD tNFORMATlOH ANO DOES NOT CONST1nJTE A 80UHOARY SUR\r£Y Of Tli( PROPERTY. . DRAA<~ .. WATDIICONTRO.VAI.V[ f ToPrAC£orCUR8 flll[Hl1lRANT RIQiT CTWAY 4 O.IYCCNOUCTOR CDCl:a/PA~ . ,Cl.IND AS NOlt'.O DRIV['WA't TDPCFS,.OPE '1l., POIIIOPO..C ~ARAl'CT 0 """""' ~ Cl.CCTMICALTRAH:S,ORMOI ""'"""""' Ill Ml OOHOITICNIHC UHIT W.\'IOIVAL'ot: """""'"""'"-......... ' Ttl£l'ttCl,j(VAUl,T 0 CEOOC11CCOORDt1A1'[$ __ ..., GASVAI.V[ #SP0T D.£V.\l10N oClir.ASMClOI ====: ~J!c%a: 't>, OISHANTOIN.\ SURVEY DATE 1/15/16 GRAPHIC SCALE ~ i j (JJ,ll'QT) ll<l<lb -10 I\. l ' ~-~ ~h m ~ • V\ Ir's"'~ ~ ~ t !~~ _.. ~~ §cl.s! ~ ]1 l~;;i ~ <:t:~~i f:: 0 N ·-I.. ~ 1; ~~ h l "' ~ :.:..i°' ~i:Jg o;:2 "? ....I L:JO' d~:::; r'\ Gu ii~~ 1--!-°'"? ;.a; ;:, ~ z -< :,i ~ ~ ccn !g: ~c:'i ~~~;o ;::1~~5~ VJ oc::gC:: ~ ., ~ 0.. 0 "' -u '15 ' i 0 Eb.. ~ Ll 0 " " > w .J :, 0 m " N z " w 0 :,: 1- :, 0 u, (E)WATER 1... 1 r lFF2t:::9 rli M ETER VAULT DEMO (E) POLE CONCRETE FOUNOATION TO A DEPTH OF 12"MIN. BELOW GRADE. (E)STEELSTREE~LIGHT POLE TO REMOVED (E) N•9STREET LIGHT VAULT TO RE M AI N ~(N)N-16STREETLIGHT EP+JEp.25.1 VAUL Tl VERIZO N POWER POCJ FlBER DEMARC LOCATION (NJ8'-0"STEEL· MAST ARM (N) LEO LUMlNAIRE' & CONTROLLER (N) STEEL STREET LIGHT POLE & CONCRETE FO @ ON i ; Ll L: 8 !< <J '}..r,.00 ~+,. ~ ffl ~,1<oo -@(N)VERLZONWIRELESS ''-lfu 7 FRP CONCEALMENT '!If A·l ~N~~~~~ON WIRELESS ~CYLINDRICAL ANTENNA k ~:~~;~~~~fV.,THIN /I ~ ENLARGED ANTENNA LAYOUT 0 " " > w .J :, 0 m " N z " w 0 DE MO (E) POLE CONCRETE ----!---,--,~ FOUNDATION TO A DEPTH OF 12" MIN BELOWGRADE DISCONNECT, CAP & MAKE SAFE (E) CONDUIT$. CONDUCTORS REPLACE (EJ CONCRETE SIDEWALK IN KIND (E) STEEL STREET--l-----!-~ff--~ LIGHT POLE TO REMOVED " w ~ " 0 8 "'' m " 0 (E)N-9STREET t- LIGHT VAULT TO REMAIN ~ ~~1: ;~E~1~~1;~~~~~ T~~~=~~g~l t::i , \ ' .- :, ~ 0~ V, (N) STEEL STREET LIGH I_ POLE & CONCRETE @ AT,ON RELOCATEO "WRO NG I I I WAY-SIGN (BELOIN) _ RELOCATED----,--,---t--!--. "BICYCLE FRIENDLY- SIGN (BELOIN) ENLARGED EQUIPMENT LAYOUT <] k ~ <] I a b ,;, 1---'I< L. ~ ,. !!! !! i I i I ai ~:: i ;! fj ~ ~ i i i ~ i 2' 2 3 1 1-.. ( ,,c ,J -in, p,w~i! ,}.r l,Jv i ' ~ ! ! ! I j I . ~i \ <(' (E)PG&E VAULT J?(~~. r-, ..•. ( 11'' '<(\. ~tuJ'1¥ ~!~.,}) ',,.) •;-\I/ t.j NOTES: \. >I \.. ~i \.. ~i \ D:I ' \. I \, <(1 APPROXIMATE _/. NI LOCATION OF(E)AT&T \ , TE LCO CONDUIT APPROXIMATE \2 1 APPROXIMATE-- LOCATION OF (E) UG ~ LOCATION OF (E) UG ~6~~~~;,iGHTIN G w'J'\ ~6~~~~iilGHT!NG CONDUCTORS O j \,~:NOUCT~ ~I \ .. ~ :>' \ al \ APPROXIMATE U')j \\ ~~C~~~E~ ~fN'f"\ ___ ~ _____ :--~\~ , I \ (JifB I I \ i.,;? ' (NI VERIZON W1RELE$S 1 1 EQUIPMENT / ANTENIIIA ~ LOCATION AT ! ·-• • • . REPLACEMENT STEE~ STREET LIGH T POLE j BADGE #24439 ' k ~ (E)AT&T VAULT 1 EXISTING UNDERGROUND SUBSUR FACE UTILITIES SHOWN ARE APPROXIM ATE ONLY AND SOLELY BASED ON CLI ENT PROVIDED INFORMATION . IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACCURATE VERTICAL ANO HORIZONTAL LOCATI ON OF ALL EXISTIN G UNDERGROUND UTI LITIES PRIOR TO COMMENCING CONSTRUCTION . NO REPRESENTATION IS MADE THAT ALL EXISTING SUBSURFACE UTI LITIES ARE SHOVIIN 2. SEE SITE WORK NOTES ON SHEET T-3 II II SITE PLAN I! ·, ", . '·,, 11. ,------ 1 I oi APN '1 369~027 a t I I JL-/ // ., a : I -· .. -··-··-·· 130'-r APN 369~0 2 6 I fE) BUILDING I 1 i ~====s.) APN 369~02 5 ,. '6' ,;=;-JAM[S VACCARO gI A R C H IT E C T, I N C. <I I OOllOHWA.Y.1J1mC PA.ClflCA. IC~ t,ou •I~ 60& hlOP>tOllE , <l ).f•l.H 71 ~AX t1IO•JVA.kC1tt1lCICOM WWW JVA~Cltll(CI.COM @) ~DUS.-IN-C-.--- 2<10srocl(rousn1n1 ;;HOFLOOII $A.II FRANCISCO CA. &•10& verizon" VERIZON WIRELESS na,M1TCt1 EllOROVESU1re9 WA.l llUI CREE i( CA~~ ~ N 0 ON 0:: 0 Wo C. u :> (f) () CL 10 u. Cl) 0 l-o ~ z f-;;; v ~ ~ w a <( jS~ 3~ <C o <C <e o ,ro u ~,-:. ~eSo~~ ~~~u~ ocu~::Jo O:::owcn~ u . n.:::) ~~a~ :J"' z n. ~ ~ ~ . . 0 REV I DATE ISSUE 10/11/2017 f 90°~ CONSTRUCTION 217/2018 I 100%CONSTRUCTION ~~@I~ jlOO'lfi, CONSTRUCTION REV 3126120 18 l1 00%CONSTRUCTION REV 1/tESEPu\liSAliE <NS IRUMENISOfSERVICfA.NOA.RE ;i!i~~~~llii~: SITE PLAN, ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 @[f;}(N)VERIZONW1RELESS--- CYLINDR1CAL ANTENNA (CONCEALED WITHIN SHROUD) ~(N) FRP CONCEALMENT '\E9 SHROUD ~ (N J VERIZON WIRELESS TWIN ~~~~~E:H~g~~EALED ~{N) VIIIRELESS METER ~(CONCEALED VIIITHIN SHROUD) ~(N) SHEET METAL· ~SKIRT ~(NJ VERIZON WIRELESS----' ~CAUTION SIGNAGE/ DECAL TOP OF.!!!!_ CONCEALMENT SHROUD 135,:7"-A~GT. RAO CENTER OF {N) VERIZON WIRELl:,S$: i;;YblNDB~J\L AN_T~NNA 1J<l'.J"A.G.L. ~c:::::::::::===TOPOF(N) LU_'flNA,l._R,E $ TOP OF (NJ LIGHT POLE ±30'·2"A.G.L. ~b~~~T~.L~~?B~~~~R -It RELOCATED MOUNTINi~2~~t-;_~~~ $ FLEX" BY BANNER WORKS OF FLORIDA (800-438,0351) OR APPROVED EQUAL (N) WINO SPILLING BANNER MOUNT, TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA (800.438,0351) OR APPR OVED EQUAL qiiii}{N) VERIZON IMRELESS RRU S UNIT. TYP. OF (2) TOT AL RELOCATED "BICYCLE tlifii}FRIENDLY" SIGN (N) VERIZON WIRELESS CABLE SHROUD. TYP RELOCATED 11 "'NRONG WAY" SIGN (NJ STEEL:--- LIGHT POLE (NJ CONCRETE---~-- FOUNDATION (BY VALMONT INDUSTRIES. INC.) PROPOSED NORTH ELEVATION RELOCATEDMOUNTIN•~"~~t-;.~~~ $ TOP OF.!!!!_ RRUS UNIT/ TOP OF RELOCATED SIGN 13'-J"A.G.L. _IQP OF RELo;:,~;_g.!'A~~~~-$ BOTTOM OF (N) RRUS UNIT 11"•4"A.G L. _TO~QEJ~l LOAD CENTER / DISC_9NNE~1 :1:fo-:::O"-A--:-CiT. ' BOTTOM OF RELOCATE.!' SIGN s ±9·1 A.G.L. BOTTOM OF (NJ LOAD CENTER/ DISCONNECT ±9".0"A.G.L. TOP OF RELOCATED SIGN ilf•S"A.G.L. BOTTOM OF REL0;6~i~.!'A~~~~ $ SO UTH OE A N ZA BO U L E VARD N O T ES: o----=-o• 1. REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA. MODIFIED TYPE 15 POLE BY VALMONT INDUSTRIES. INC. WITH SINGLE ARM ASSEMBLY (ARM LENGTH TO MATCH EXISTING). 2. EXISTING POLE MOUNTED SIG NAGE SHALL BE RELOCATED TO NEW POLE . 3. REPLACEMENT MAST ARM AND LUMINAIRE SHALL BE ORIENTED PERPENDICULAR TO CENTERLINE OF EXISTING ROADWAY. 4. DEMO EXISTING EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REOUIREO FOR DEMO OF EXISTING POLE FOU NDATION ANO PLACEMENT OF NEW FOUNDATION. REPLACE EXISTING SIDEWALK IN KIND. 2 (E)LUMINAIRE~ MINAIRE (E)8"STEEL~ TOPOF(Eli~-6"A.G .L. $ MAST ARM ...;...... -< ~ TOP OF (E) LIGHT POLE ~~:;~~TE~0M~EU~~~gVED. tfl (EJ MOUNTINi~l~:t-;_~~~-$ PROVIDE WINO SPILLING BANNER MOUNT. TYP OF "BANNER FLEX" BY BANNER \f\/ORKS OF FLORIDA (800-438-0351)0R APPROVE:D EQUAL ON REPLACEMENT POLE (E) BANNER MOUNTING BRACKET TO BE REMOVED. PROVIDE WIND SPILLING BANNER MOUNT. TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA t81J0.438-0351)0R APPROVE:D EQUAL ON REPLACEMENT POLE (El "BICYCLE FRIENDLY" SIGN TO BE RELOCATED TO(N)POLE (E) "RADIO CUPERTINO" SIGN TO BE RELOCATED TO (N) POLE (E)STEEL LIGHT----- POLE& FOUNDATION TO BE REMOVED& REPLACED [E\ MOUNTIN.t~ S~~t-;.~~~-$ TOP:1:~f.k~)A~~~~ $ BOTTOM OF (El S~GN s i11"-8"A.G .L. .t----'----~ IQP:1:~f.1~1:~~~ $ BOTTOM OF IE) SIGN l!il -._J_ / TOf• ~~·:;)~~~~ $ ..---, ±8· A.G.L. BOTTOMi~.:1/1~)A~~~~-$ E\GRAOE O'iif SO U TH D E A NZ A BO U LEV ARD EXISTING NORTH ELEVATION SCALE: ~ JAMES VACC ARO A R C H IT EC T, I N C . •IIOOIIOEE WAY.U!ll!C ,.,.c,r,c,.,c.,.,v,o .. ,1~.t0G.l6101'NOIIE l •l}.hl "llf..__ UI-O•JYA~C'1U(CICOM WWW.JYA~Cttll[C! COM @) ---i::ioous. 1N-C-. -- 100ST0Cot10NS111EE1 lROFLOOR S.,.NHIAUCISCO CA9•108 verizon" VERIZ O N WIRELESS 21a~M1rc .. EL L OIIIYE SUITE~ W"LNIJl CREEKC.._9-,ISIII CONSULTANTS N 0 ON ct: 0 Wo a. () ::> (f) (.) n.. 10 LL (/) 0 f-o o:: z f-<( w ~~;~ wS~Oco ~o<( <( ~ ,cou :;:,-:. ~;:io ~2 S:~~u ~ ~~ffiiil~ u . Q_::) :J ~G~ co <O z ::, <O 0.. Q_ ~ 4: REV I DATE I ISS UE 10111 12017 ] 90% CONSTRUCTION 21712018 J \()()'II, CONSTRUCTION ~QHI_ JI_QQ_~ CQ~~TRUC!!ON REV 312612018 J\00% CON STRUCTION REV lliESl:PLANSII.RE111STIIUMEN!S0fSERVICE.,_NOARE FOR lt1ECI.IENl"SUSESOI.ELY1"1IHRES1'ECT TOTHIS P~[CITttESEPl>.NSSHl4.ltl01BEALTCREO I.IOOIFl[OOII REPROOUC[O .. P.,_Rf OR lN~iOI.E V'.11HOU! PIIIOR WN 1!!HI C0NS(NT lliESEPl.,\NSAAE ~~M .. Tlf0 !0UEFULL-SIZEA!II.RC "02•·~:)(i· COPYRIGl<1<011.IAMESV'-CCAIIOAAC'1'1ECT INC ELEVATIONS A-2.0 TOP OF@ CONCEALMENT SHROUD t35'•7"A,G.L. RAD CENTER OF (N) VERIZON q, ~,RELESS CYLINDRICAL ANTEN NA .. .,...·.J·A.G.L. L (N) LEO LUMINAIRE& CONTROLLER AS SPECIFIED BY THE CITY OF CUPERTINO 'fl TOP OF (N) LUMINAIRE ... i ·.i;·,..r:, ,, ~~~(N)S-STEEL MAST ARM (N) VERIZON WIRELESS f!iffiJ· CYL1NORlCAL ANTE NNA (CONCEALED WITHIN SH ROUD) A,J A·l (N) FRP CONCEALMENT~ SHROUO ~ ~~~;;~o(~:~i~~~~ TWN /6 WTHIN SHROUD) ,-(N) WR ELESS METER q, TO~C?FCN)LIGHTPOLE ~ (CONCEALED\I\IITHINSHROUO t30•2 (G.L. q, RELOCATED MOUNTING BRACKET 12:r.o·A.G.L. t15.•3"A.G.L. (N) SHEET METALLU. SKIRT ~ (N)VERIZONWlREL ESS ~ CAUTION SIGNAGEI DECAL~ (N) WIND SPILLING BANNER MOUNT, TYP. OF "BANN ER FLEX" BY BANN ER WORKS OF FLORIDA (800-438-035\) OR APPROVED EQUAL (N) WNO SPILLING BANNER MOUNT. TYP. OF "BANNER FLE.X" BY BANNER WORKS OF FLORIDA (600,436·0351) OR APPROVED EQUAL TOP OF (N) RRUS UNI T/ TOP OF RELOCATED SIG N -:RvEEL~~~~RUS UNIT~ 1J'.J" A.G L 1 (BEHIND). TYP. OF (2) ~ TOTAL 'Hrn~rr===--------,======~ RELOCATED"BICYCLE@ : ~;r-~1~,:~A::~:::::OISCONNECT ~ i · ;';E!.~~i:,:i'~ ~t!0:0"A.G.L. CUPERTINO"SIGN ~ ~ ta ~-~<;.~~~ RELOCATED SIGN / . ;J:i:R~~~S~~~~L:;: OAD ~ B~TTOM OF N OAD CENT RI DISCONNECT . (OPPOSITE SIDE OF POLE) t9-0" A.G.L. e1o1£ RELOCATED TOP OF RELOCATED SIGN U..~t "WRONG WAY" SIGN t8'·5·A.G.L. ~ ·--(NJ STEEL BOTTOM OF RELOCATED SIGN t6'~\1 "A.G.L. E)GRADE .... SO U T H OE ANZA BOUL EVAR D PROPOSED SOUTH ELEVATION LIGl:iIPOLE --+----(N) CONCRETE FOUNDATION (BY VALMONT INDUSTRIES. INC .) SCALE: i (E) LUM,NA,RE (E)8'STEEL qi TOPOF/E\LUMINAIRE ~MAST ARM tJ2'·6"A.G.L. .,. . _ ~ TOP OF (Ej LIGHT POLE t30'-l"A.G.L. 0 ~~l,~8C?~~ci.l~G BRACKET iff kE~:;~~TE~0M~eu~~~gvED. ~ /E) MOUNTING BRACKET tlS'-O"A.G.L. qi TOP ~F_ (El SIGN 0 ~~T~9M OF (E\ SIGN iii'•6"A,G.L. PROVIDE WIND SPILLING BANNER MOUNT. TYP OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA (600,438·03Sl)OR APPROVED EQUAL ON REPLACEMENT POLE (E) BANNER MOUNTING BRACKET TO BE REMOVED. PROVIDE WINO SPILLING BANNER MOUNT, TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA (BQ0.438·035\JOR APPROVED EQUAL ON REPLACEMENT POLE ~ TO~ OF IE) SIGN .111-0-A.G.L. 1111--1 (EJ "BICYCLEFRJENDLY" SIGN TO BE RELOCATED ~------II w~~ i1·11-I (E)"RAOIOCUPERTINO" 0 BOTTOM OF (El SIGN I SIGN TO BE RELOCATED 111·.7" A.G.L. " I TO (N) POLE 'fl !~~-O:.~~l.SIGN ~ {E)"VvRONGWAY"SIGNTO BOTTOM OF !El SIGN ~ BE RELOCATED TO (N) POLE 0 t6·.11· A .G.L. (E) STEEL LIGHT POLE & .... SO UTH OE A N Z A BOULEVARD 2 1 EXISTING SOUTH ELEVATION FOUNDATION TO BE REMOVED & REPLACED =--JAMES VA CC ARO A R C H I T E C T, I N C. ,110011ouw1;,.1J1mc ,AClflCA ICA ,9'0 .. •I) I06l•10 '"O"l ' ,u.•ol u /1 fA~ llf'04JVA~C H1 T[C1.C0M WWW NA~CttlltCl COM @) ---M-o=ouS.-IN_C_. __ _ 2•0STOCi<TON!ilHEEl ll!OFLOO!l SAtt FllMICISCO CAij•lO. verizon" VERIZON WIRELESS 271~1,UlC>1EUORl~E SU11Et WA.t.NUICIIE[.CCA~- CONSULT ANT S N 0 0 0:::N w8 a. 0 ::, (f) () 0... 10 11. Cl) REV [ DATE 10111 12017 0 1- 00:: Z I-;; .... ~ ~ W C)<( ~S~ci~ <(O<(<t:o --, Cl'.l us:,-:_ ~;'56~~ S:~~u~ ~~ffiiil~ 0 .a_::, :J C/) ::> a.. cnou .. ::::, "' z a..g ~ ISSUE 90% CONSTRUCTION 21712018 I 100% CONSTRUCTION J/2612018 l 100%CONSTRUCTION REV IIESEl>L.,t,NSNlEINSl llUl,l[NISOfSEKVICEAND"Rf f()Rl>t£Cll[tU'SUSl:SOl[t.Vl'-'T"RCSP'ECl101"'S ~~f~~ltttilfi~~~. ELEVATIONS A-2.1 'v ·.&:o~ ?.hM! ~ CYLINDER ANTENNA D1MENS10NS DIAMETER l 114.6" HEIGHT I .t2·1" CYLINDER ANTENNA WEIGHT rr~ ~l§l~ t o!- FRONT ELEVATION ( MOUNTING BRACKETS SUPPLIED WI UNIT SIDE ELEVATION CBC1923T-4310 DIPLEXER DIMENSIONS HEIGHT 14 .57" 18.35" DEPTH 12.48" CBC 1923T-4310 OIPLEXER WEIGHT OIPLEXER 15LBS. NOTES: ~MMSCOPE PARTI E11F13P06 2. ALL CON NECTORS SHALL BE WEATHERPROOFED. ANTENNA WEIGHT .t27 LBS . 3. IN STALL IN STRICT ACCORDANCE WITH COMMSCOPE INSTALLATION MANUAL CYLI NDER ANTENNA SC ALE: 8 TWIN DIPLEXER SCALE: ~ ~ ~ N.T.S ,---(NJ VER!ZON W IRELEssLLl CYLINDER ANTENNA \[SJ ANCHOR ANTENNA TO MOUNT PER MFR . SPEC IFI CATIONS "'ill l--(N) FRP CONCEALMENT SHROUD (N) STEEL ANTENNA MOUNT (N)TW1N ~ OIPLEXER~ METER A ·3 ~ (N)STEELCOUPLER MOUNT (SUPPLIED WI CONCEALMENT SHROUD) (N) WIRELESS SMART@ ~~-(N)WIRELESS METER -,..-------,.--MOUNT (SUPPLIED WI ~ CONCEALMENT SHROUD) (E)OR(N) STEEL MAST ARM CONCEALMENT SHROUOi ANTENNA MOU NT TO STEEL LIGHT POLE BY WESTERN UTILITY TELECOM. INC. (110·210) (N) TAPERED SHEET METAL SKIRT -+----(E) OR (N) STEEL LIGHT POLE ~ CONCEALMENT SHROUD (N) FRP CONCEALMENT SHROUD CAP --(N) FRP CONCEALMENT SHROUD ISOMETERIC AT CONCEALMENT SHROUD (E)OR (N)STEEL MAST ARM (El OR (N) STEEL LIGHT POLE \ NEW FRP CONCEALMENT SHROUD, GALVANIZED SHEET METAL SK!RT , ANTENNA.I LIGHT POLE MOUNT ANO MOUNTING COMPONENTS BY WESTERN UTILITY/ TELECOM. IN C (PHONE: 503-587-010 1) (!0112 10). FRP CONCEALM ENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILITY/ TELECOM. INC. PAINT NEW FRP SHROUD AND EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 4 PO'o\OER COAT NEW GALVANIZED SHEET METAL SKIRT AND EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 5. GROUND NEW ANTEN NA PER MANUFACTURER'S SPECIFICATIONS CO N CEALMENT SHROUD N.T.S SCALE: N.T.S 6 7 !EE irrl fSMi u , • ~::~.;-' N) DISCONNECT ~ ! • S~E l __ J ~ FRONT ELEVATION SIDE ELEVATION SQUARED 0 0612L 100RB LOAD CENTER DIMENSIONS HEIGHT I .t12.65" DEPTH I 14.27" SQU ARE O Q0612l 100RB LOAD CENTER WEIGHT .t10L8S. ~ 1. SQUARED PART# 00612LIOORB. 2. NEMA3R OUTDOOR RATEO. lOOA. 120f240VOLT.1 PliASE LOAD CENTER . 3. INSTALL IN STRICT ACCORDANCE WITH SQUARE Of SCHNEIDER ELECTRIC INSTALLATION MANUAL. DIST. PANE L/ D I SCONNEC ~ ---+ ,0,Y,· 0 ;t;:~P AN (N)PG&ESMARTPOLE ';i METER. WATTHOUR SMARTMETER (FURNISHED & INSTALLED BY PG&E) (N) NEMA 3 POLE. 3 IMRE LOCKING-TYPE RECEPTACLE sioe ELEVATION PG&E SMARTPOLE METER DIMENSIONS DIAMETER 14.S" HEIGHT -, t.2.5" PG.tE SMARTPOLE MET ER WEIGHT we1GHT 13LBS. 1. PG&E COOEI M241490. 2. PG&E TO PERFORM RF SIGNAL TEST. 3. INSTALL IN STRICT ACCORDANCE WITH PG&E UTILITY BULLETI N FOR SMARTPOLE METER SERVICE. WIRELESS METER s~~~:= I 4 ~- ~ 1. OU T DOOR RAT ED SELF ADHESIVE V INYL DECAL WITH UV. CHEMICAL. ABRASION ANO MOISTURE RES!STANCE. 2. POST SIGN/ DECAL 9'·0" BELOW BOTTOM OF NEW ANTENNA. 3 . CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS 'MTH VERIZON 'MRELESS. THE CITY OF CUPERTINO. FCC ANO AUTHORITIES HAVING JURISDICTION PR IOR TO FABRICATION. 4. SIGN SHALL LIST/ DISPLAY OWNERSH+P COMPANY"$ NAME. CONTACT NUM8ER ANO SPECIFIC SITE IDENTIFICATION. 5. SIGN COLORS. SYMBOLS ANO lAYOUT SHALL CONFORM TO ANSI 2535.1, ANSI 2535.2 ANO ANSI C95 2-2007. SCALE: N.T.S SIGNAGE/ DECAL 5 I.. (N) PSU AC 08 8 "°""'" ~ ~ (N)MOUNTING ~ INTERFACE BRACKET SUPPLIED WI --I .. ~,. .... I RRUSUNIT ~ PLAN {D ~ (N)RRUS32 UNIT N) MOUNTING BRACKET r~UPPLIEOW/ RRUS UNIT (NJ PSU AC 08 POv.<R INTERFACE NOTES: ~CSSON PARTI RRUS 32 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. 3. INSTALL IN STR ICT ACCORDANCE WITH ERICSSON INSTALLATION MANUAL. 4. PAINT SOLAR SHIELD & ALL MOUNTING COMPONENTS TO MATCH POLE. 5. RRUS HANDLES TO BE REMOVED PRIOR TO IN STALLATION . RRUS 32 UNIT SCALE: N.T.S ,----(N) STEEL LIGHT POLE (N)RRUS32 @ UNITWI PSU 1 AC08POVIIER A-3 INTERFACE. TYP (N)RRUS32 ~ MOUNT.TYP ~ (N)CABLE@ SHROUD, S-2 TYP (N)SHROUO~ EXT~NSION .\[!J TYP. a'II ~~L 2 : ~~~l~~-IN NOTES: POLEW/ REINFORCING RIM . @'"' ~ME AND PAINT RRUS 32 UNITS. CABLE SHROUDS. TUBE ASSEMBLY ANO MOUNTING COMPONENTS TO M ATCH LIGHT POLE 2. SEE SPECIFICATIONS SECTION 09 90 00 FOR PAINTING ANO COATI NG SPECIFICATI ONS. RRUS UNIT MOUNT ELEV. SC ALE: N.T.S 2 .;;::;-JAM[S VACC ARO A R C H I T E C T, I N C . •1 100110E£WAY u1m c PACIFICA ICA 19,0u "lt0t'61(1PH011£••1}.hl '411 fA~ llf-O<IJVAIICHUECICOM WWW .NAWCttllECI.COM .9.llli @.) ---M-o"'"'ous.-1N-=c'"". -- 2-IOSTOCl(!OO ST REEI JROFlOOII SA.tl FRA.tlCISCO C .. ~•IOI verizon" VERIZON WIRELESS 21: .. ~::;;1~~~~=1~~ ~~ t CONSULTANT REV N 0 0 0:::N w8 D. u :::, U) (.) (L 1U L1. Cl) 0 f-o a:: z I-~~~ ~~a~ w:::>~oco ~ 0 <t: <t: 2! -, CD U:;: r'-~ ;'5 ()~;;; :;: ~~ u ~ ~~ffi ~~ u ,Q.::) ~~3~ :::, <O z Q. 8 ~ 0 . . . DATE I ISSUE 10111 /2017 I 90% CONSTRUCTION 2/712018 I 100% CONSTRUCTION 31212018 l 100%COf>!S_TRUCTION REV_ 3/2~?018 1100% C9NSTAUCTION REV ltlESEPLAtlS-.REtuSHIUMEN!SOfSERVICEANO .. Rl! fOltll1EQ..IENl'SUSE$0t[lYv.llttJl[SPECI 101 ... $ l'IIOJ(CI H1ESE1>1.,t.NSSIW.LN016E""'-IEREO l,IQC)FIEOOII JIEPROOUCCD!NP .. Rl O!I IN Wlo<XE wi;~u~:1~•: ~~~,:~~~~st::..!;~~~~ ~~-AR E COPYRIGnl ~H.l'"MCSV.-cc,+JIO.oRCHIIECT INC DETAILS A-3 N O T U SED (N)Y.· X .03"· A1230-034 "BAND-FAST" BFES 201$$,WITH EAR ·LOKT BUCKLE BY 8AN[).IT IOEX. INC , TYP OF (4) BANDS PER UNIT (BRACKET TO POLE) SCALE: N.T.S (N) MOUNTING BOLT, TYP. SUPPLIED WI RRUSUNIT (N) S3MM MOUNTING BRACKET (SUPPLIED WIRRUSUN!T) TYP . ~NJ:ie~~t,.~f~ (N)PL 1"X :Xe•, TYP .OF (2JAT NOTCH NOTES: ~T-OIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2 PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION, 3. PROVIDE M OCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLEARANCE FOR PSU AC08 UNIT. 4 PRIME ANO PAINT MOUNTING COMPONENTS WTH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. S. WELD ALL STEEL PLATE COMPONENTS WITH X· FILLET WELDS. RR U S 32 MOU NTING SCALE: N."f'.'s 3 4 V LF.t_S REQUIRED . r .... · ::r ':''. .•• . ,o ••• (NJ OR (E) CONDUIT. TO POWER P O .C. THICKEN SLAB TO 12" @ (N) JUNCTION BOX (E) SIDEWALK I (N) CONCRET,E v-,: ~ P LAN LJ SECTION A ~t . (E) POUR OR (E) CONTROL JOINTS IN (E) CONCRETE S IDEWALK ~(El CONCRETE SIDEWALK I (N)G"THICK CONC. SLAB ~----{E) CONC. CURB. PROTECT IN PLACE (N)'2" DIA. GRC CONDlllT TO POLE (N) CONCRETE I (E) S IDEWALK ~-'-",----'-'--'--, (N) CONC. FOU NDATION & REINFORCING BY VALMONT (DWG# CA377!:153P2, ORDER# 377!:153-P2, DATED312311B) DEMO EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING A NO PLACEMENT OF NEW FOUNDATION ANO TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KIN D. 2 . PROTECT EXISTING CONCRETE CURB IN PLACE. 3, ANCHOR BOLTS AND RACEWAYS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE use POLE MANUFACTURER PROVIDED TE~PLATE FOR PLACEMENT OF ANCHOR BOLTS REMOVE ALL GREASE . OIL, DIRT ANO CONTAMINANTS FROM ANCHOR BOLTS WITH SUITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOUNDATIO N. PLACE ANCttOR BOLTS IN A PLUMB POSITION POINT HOOKS TOWARD THE CENTER OF THE FOUNDATION . VERIFY REQUIRED A NCHOR BOLT PROJECTION. 5 , CABLE TRENCHES ANO FOUNDATION SHALL BE BACK F ILLED ANO COMPACTED PRIOR TO ERECTION OF NEW LIGHT POLE. 6, THE FOUNDATION SHALL CURE A MINIMUM OF (7) DAYS PRIOR TO IN STALLATION OF POLE . SCALE: N."f'.'s LIGHT POLE FOUNDATION 2 ,. APPLICABLE COOES: 201& CALIFORNIA BUILOING COOE (CBCI. 201) AASHTO LTs.&.TIA222.REVISl0NG, 2. ALL WORK SHALL CONFORM TO THE LATEST EOITION OF TllE CALIFORNIA BUILDING CODE. APPLICABLE AUTllORITY HAVING JURISDICTION COO ES. AND REQUIREMENTS Of THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS. l . THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIEO PRIOR TO STARTltlG ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THESE AGENCIES INFORMED OF THEIR SCHEDULE. at. GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITI-1 DRAWINGS OF OTHER DISCIPLINES WITH REFERENCE TO rMTERIALS, LAYOUT, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK, ANO ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER FOR DIRECTION. $. THE DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE GOVERNED BY EXISTING FIELD DIMENSIONS. THE CONTRACTOR SHALL FIELD VERIFY All DIMENSIONS SHOWN AND BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING WITH THE WORK. &. DETAILS OF CONSTRUCTION NOT INDICATED OR NOTED SHALL BE CONSIDERED OF THE SAME CHARACTER SHOWN FOR Slt,ILAR OR EXISTING CONSTRUCTION, 7, THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXI STING UTILITY LINES ANO CONNECTIONS INCLUDING SEWER, WATER, GAS, ANO ELECTRIC SERVICES BEFORE ANO DURING TI-IE WORK. 8. CONTRACTOR SHALL COORDINATE THEIR WORK WITH CITY REQUIREMENTS. 9. DESIGNDATA: DESIGN CODES: 2018CBC. TIA 222 REVISION G, 2013AASHTO LTS-8 SEISMIC IMPORTANCE FACTOR Ip" 1.0 OCCUPANCY CATEGORY • II MAPPED SPECTRAL RESPONSE: ACCELERATIONS S,:1,U29 S,~0.725g S1TECLASS 11 D SITECOEFFICIENTF:1•1.00 SITECOEFFICIENTfv:1.50 WIND SPEED • 100 MPH ().SECOND GUSTS) PER 2013 AASHTO L TS4 10. CONTRACTOR SHALL SUBMIT STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. CONCRETE NOTES 1, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. DESIGN BASED ON 2,$00 PSI (NO SPECIAL INSPECTION REQUIRED), 2. SLUMPS SHALL BE NOT LESS THANT AND NOT EXCEED at". 3. CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED BETWEEN PREDETERMINED CONSTRUCTION JOINTS. CONCRETE SHALL BE OF A CONSISTENCY TO PERl,IT PLACING COt.V'LETEL Y AROUND REINFORCING BARS ANO AGAINST FORMS, 4. EXPOSED SURFACES OF CONCRETE SHALL BE KEPT MOIST OR CURED BY PROTECTIVE COVERINGS APPLIEO IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. FORMS SHALL BE TIGHT, CLEAN ANO WETTED BEFORE PLACING CONCRETE. RE INFORCING STEEL NOTES 1. REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A&15, GRADE 40 FOR #4 ANO SMALLER, GRADE 60 FOR 116 ANO LARGER. TIE WIRES TO BE 18 GA, OR HEAVIER, BLACK ANNEALED. 2. REINFORCING BARS SHALL BE FREE FROM LOOSE RUST OR ANY OTHER COATING WHICH WILL REDUCE BONO. 3. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER WHICH WILL DAMAGE THE MATERIAL. ANO SHALL BE ACCURATELY PLACED AND POSITIVEl.Y SECURED. at. MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT SHALL BE USED AT SLABS.ON-GRADE. STRUCTURAL STEEL NOTES 1. MATERIALS· ALL STRUCTURAL STEEL STEELPIPE TUBE STEEL ANCHOR BOLTS t.\ACHINEBOLTS HEXAGON NUTS WASHERS ASTMA3&,U.O.N. ASTM A53, GRADE B ASTM A500. GRADE B ASTtll FT5S4 , GRADE 65 ASTMAl07 ASTMA1~ 2HOR ASTMA5&3 DH ASTMF43& 2. ALL STEEL SHALL BE FABRIC ATED ANO ERECTED IN ACCORDANCE WITH THE AISC STANDARDS BY A LICENSED FABRICATOR EMPLOYING CERTIFIED WELDERS. 3. WELDING SHALL CONFORM TO APPLICABLE SECTIONS OF LATEST AW$ STRUCTURAL WELDING CODE ANO SHALL BE OONE BY CERTIFI ED WELDERS. 4. STEEL FABRICATOR SHALL OBTAIN THE ENGINEER'S APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. 5. ALL STRUCTURAL STEEL EXPO SEO TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. 8. SUPPLY ANO INSTALL FASTENERS, FRAMING r.£M8ERS AND ANCHORS REOUIRED FOR MOUNTING ANO ATTACHMENT OF EQUIPMENT. REIN FORCING RIM WELOING NOTES 1. WELDING SHALL BE PERFORMEO SY AN AWS CERTIFIED WELDER. ALL WORK SHALL BE IN CONFORMANCE VIITH THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE, AWS 01.1 LATEST EDITION. 2. PREPARE POLE SURFACE. GRIND SURFACE TO BE WELDED WITH A SILICON CARBIDE WHEE\. PRIOR TO WELDING TO REMOVE GALVANl21NG WHICH MAY OTHERWISE BE CONSUMED IN TiiE 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,STICK ZINC COATING TO ALL UNPROTECTED SURFACES, UPON COMPLETION OF WELDING. APPLY SECOND COAT LAYER OF COLO GALVANt21NG SPRAY COMPOUND CONTAINING A MINIMUM ZINC CONTENT OF 95%. APPLY A FINAL COAT OF TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. STRUCTURAL NOTES ~ JAMES VACCARO A R C H I T E C T, I N C. ,11oot1D£fw1,.v ur m c p1,.c1nc1,. ,c,. •~•ou <UoOll ltJOl'HOt1f • O~tO "" '"~ lllO•JVAltCKIIECI CO M WWW,JV1,.lt CH11ECtCOM ~ @.) ---M-,o""ous.-,-1N.,.C,,,_. -- 24os,ocl(,°"sTREET J/IDFLOOII SAtlFl<./lliClSCO CA9<IOI verizon" VERIZON WIRELESS 27·~MITCn(U OIIIVE SUllfll Wl,.LN!JICRE[l(C1,.!i-1~ CON SULTANT§ URUCtURMlNGINIU: J(lf~OM.Vl,.IIQ'f1.E \.(, U,OF(tU~01,.0 t<EMD~IUNG c1,.uu a CO rll~C1"UM8fN,1101)69o•3/11 REV N 0 ON O:::o UJ 0 Cl. 0 ::::> (J) () 0.. 10 L1. Cl) 0 f-o a:: z f-;;; ..,. t'.i ~~a~ w ::>~o co ~o<>: <>: 8 ·"'us:,-:. ~;50~~ S:~~u~ ~~ffiiil~ u ·O..=> :::i en ::> a.. a:iou ·· :::,<n z a..8 ~ I0/1 1go11 ! 90"4 CONSTRUCTION 2/712018 j 100% CONSTRUCTION 3/2120 18 l1 DD%CONSTRUCTION REV. 3/26120!/} 11~ CONSTRUCTION REV IIIESEPv.NSAHEIN$1RVM(tllS0f"S(HVIC{AN01,.RE f0R1KECl.1EN1SUSESOI.EUV .. 1KRESl'fCl T01'11S PROJl:CI lt<ESEPI..ANSSIIAI.LN018EAl.1€RED MOOIFIEOOR HEPROOUCEO IN PART OR IN 'MiOLE 'MIHOUIP'-J OR~ltl(N COIISENI ntESEP!.A NSAAE FOH M~IIEOID 6 EFU1.l-$1lf ... 1.t.llCll02'1"lll6" COf'VR,GK! 2011 JAM ESV#oCCARONlCHIIEGI ltlC STRUCTURAL NOTES , DETAILS S-1 (N) 1· DIA. HOLE IN (E) POLE FOR CONDUCTORS (E) OR (N) STEEL LIGHT POLE (N))'." THICK "BISCO" HT -800 MEDIUM CELLULAR SILICONE GASKET. BY STOCKWELL ELASTOMERICS (800-S2J-012J) ~ Q .-K nn(!~B:: fl.!!! Y.· 1¥,· Y,· ! Ml "~'""" PLATE , (N) PLY,6'(lll,X.3)1," *i PLATEW1 (4JTEI<. 410SS HWH SLVR CLSO Y."-14X.¥," SCREWS ~ SWEEP SECTI ON SCALE : N.T.S (N) RRUS 32 UNIT WI PSU AC 08 POWER INTERFACE ~ r::=:t::=---. ~ ·RELOCATED OR(N) STREET SIGN ·~ :?". r:i:a: CLR. -d l: (N) RRUS 32 UNI T WI PSU AC 08 POWER @ACE fb!!i RELOCATED -t .L .:~ 1 '. ~ I OR (NJ STREET SIGN (N) HOG 11'8 X. 1•-, HEX HEAD TEK-SCREW. TYP OF (8 )@ SINGLE SIGN TYP.OF(t 2)@ DOUBLE SIGN (N) 12 GA. GALV SHEET STEEL STREET SIGN SUPPORT, TYP. (E)OR (N)STEEL LIGHT POLE ~ 1 HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2 PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. 3 PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCES FROM RRUS UNIT. 4 PRIME ANO PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAI NT COATIN G TO MATCH POLE . SIGNAGE MOUNT % 0 a ~ g C ~ ~ @ ~ SCALE: N.T.S 6 7 1Yi· (N) PL ix· X Y,6• .--,r,r- TYP. EA. SIDE (EJOR (N)STEEL· LIGHT POLE rM;~~J~3 -~ "BAND-FAST" BFES 201SS . WITH EAR -LOKT BUCKLE BY BAND-IT IDEX.. IN C., TYP. OF (2) BANOS (BRACKET TO POLE) (N)X"X .03" A1230-0J4 "BAND-FAST" BFES 201SS . ""'" EAR-LOKT BUCKLE BY BAND-IT IDEX. INC .. TYP OF (2) BANOS (BRACKET TO POLE) ~ €t f.!.fili SIDE ELEVATION A (N)HOG#12X1" PAN HEAD TEK-SCREW. TYP OF(4) (NJ Y.• DIA, M 8 . WI LOCK WASHERS. TYP. OF(JJ (N) LOAD CENTER / DISCONN ECT~ '1:9 (N) PLY.-0"X.7,1$"X9J']" MOUNTING PLATE (N) Pl 10" X Y.i BENT PLATE.·TYP. OF (2 ), NOTCH AT STEEL POLE AS SHOWN @ SIM (N)Pl2}S"X Xe·. TYP EA. SIDE (N)HOG 11'1 2X 1" PAN HEAD TEK-SCREW. TYP. OF (4) (PLATE TO TUBE) (N) LOAD CENTER/ DISCONNECTLLJ '1:9 --(N) PL Y,6· X 7);·xm· MOUNTING PLATE (N)Y." DIA, M B. WI LOCK WASHERS. TYP. OF (3) (LOAD CENTER TO PLATE) (N) PL lO"X.¥,ij· BENT PLATE, TYP. OF (2 ). NOTCH AT STEEL POLE AS SHOWN @ SIM 1. HOT·OIP GALVANIZE ALL STEE L COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, 3. PROVIDE MOCK·UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLE ARANCE FOR LOAD CENTER. 4 PRIME ANO PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO M ATCH POLE . LOAD CENTER MOUNT (E)OR{N) STEEL LI GHT POLE (NJ Pl Y,,X:\Y.XJ,1$~ PLAT E WI (4) TEK 410SS HWH SLVR r CLSOY,".\4XX· ;., SCREWS (N) 1" DI A, HOLE IN - (E) POLE FOR CONDUCTORS ~ 1. HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION , 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW A NO APPROVAL PRIOR TO FABRICATION . SCALE: TT]"'" J. PROVIDE. MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER ALIGNMENT WITH LOAD CENTER KNOCKOUT. 4 PR IME ANO PAINT COM PO NENT S WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE . SCALE: N.T.S CONDUCTOR SWEEP 4 5 ., (N) HOG #8 X t /2" ~m= lo ~:~-~~~~W . rYP. 9 OF(4) ;... (N) 12GA.STEEL 6c, "CABLE SHROUD" • REMOVABLE ~~ FRONT PANEL SID§ ELEVATION 1 •• FOLOBACK .. (N) 12 GA. STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL (N) HOG #8 X 112" PAN HEAD TEK-SCREW, rYP. OF(4) ~1 (RE~N~~;~cg FERL:~~·~~EL} CABLE SHROUD (NJ 2" WIDE X s•------... TALL OPENING IN EB tEJOR (N)STEEL: LIGHT POLE OPENING DE TAILB g£!!2!:! REINFORCING RIM SCALE: TT]"'" (N)TSSX2.xY." REINFORCIN G RIM 1),S" LONG (N) 12 GA. STEEL "CABLE °j SHROUD" ~(N)12GA. STEEL "SHROUD EX.TENSION" SEALANT ALL AROUND BACK OF SHROUD (N) HDGll'\0 PAN HEAD TEK-SCREW. TYP. OF(4) (N):?"WIOEX S"TALL OPENING IN POLE (N)TSSX.2x.Y." REINFORC1NG RIM 1}/j"LONG (N)HOG#10 PAN HEAD TE K-SCREW. TYP.OF(4) SCAL E: N.T.S 2 3 (N)Y,"X OJ"· A1230·034 "BAND-FAST" BFES 20 1SS.WITH EAR-LOKT BUCKLE BY BAND-IT IDEX., INC., TYP. OF (2) BANDS {BRACKET TO POLE) fb!!i (N)HOG#12X1" HEX HEAD TEK·SCREW, TYP. OF (2) (SHROUD TOTS) ~ (N) 12GA.STEEL "CA@Ouo· (N) PL 10" X ¥,,• BENT PLATE. TYP OF (2). NOTCH AT STEEL POLE AS SHOWN @ SIM ..,. tE ) OR (N) STEEL LIGHT POLE (N)RRUS32 ; UNIT WI PSU A-3 AC 08 POWER IN TERFACE 4 . .. (N)H0Gll'\2Xr HEX HEAD TEK·SCREW. TYP OF (2) {SHROUD TOTS) (N) HOG 11'8 X. 112" PAN HEAD TEK-SCREW. TYP OF(4) ~(N)12GA.ST EEL "CA@ OUD" FRONT ELEVATION A {E)OR (N)STEEL LIGHT POLE (NJ PL ix· K ¥.e··. TYP. EA. SIDE (N) 12GA.STER SHROUD EX.TE NSION & TS @ RCINGRIM (NJY,"X .03"~ A\230-034 "BANO·FAST" BFES 20 1SS. WITH EAR·LOKT BUCKLE BY BAND-IT IOEX, INC., TYP. OF (2) BANDS (BRACKET TO POLE) SIDE §LEVAJ10N B ~ (N)RRUS32 ; UNIT WI PSU A-3 AC08 POWER INTERFACE 4 ,_, (N) 12 GA STEEL 'CA@OUD" (N) 83MM MOUNTING BRACKET (BY ERICSSON). TYP. (N)PL 10"XY,5°BENT PLATE, TYP, OF (2). NOTCH AT STEEL POrA:~:- ~ 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 ANO APPROVAL TO ENSURE PROPER FIT/ ALIGNMENT W ITH RRUS UNIT ABOVE. 4. PRIME ANO PAINT MOUNTING COMPONENTS \JVITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE . S SEE REINFORC IN G RIM NOTES SHEET S-1. SCA LE: N.T.S CABLE SHROUD MOUNT ,S-JAMES VACC ARO A A C H I T E C T, I N C . •lll)OtlOEf WAV U!lnc PA CIIICAI CA•'•ou •u..a.a,.,o,...01•E ••l)h3 u 11IAK llfO•JYAl>CHIIECI COM WWW JVAWCotll(C!.COM ~ @) ~DUS. I-N-C-.--- 1<0 STOCIOON STltEET lf!O Fl COIi SA14FIIANCISCO CA!lol !OI verizon" VERIZON WIRELE SS na,1.o rC1tEUOWIVESV1lEQ W"UIUICREEot CA!lol:f.>a ~ IIRUCIURAlU<Olt,IU•: :~~':fEEVl';"..· :~~1gro E. H. 11{,.LO~llWO. C"9)•<4 CO!ll .. C ! t1UM8(P /101f 09 j,<)ln N 0 0 0:::N w8 Cl. 0 :::, (f) u 0.. 10 u. (/) REV I DATE 0 f- 0 a:: z f-<( w ~ Gj~~ ~5~0~ <CO<C<Co ,°'u:;:,..:. ~~ci~~ S:~~u~ ~ ~ffi ~~ u .o._:::) ::J en => a.. a) 0(.) .. :::) <O z o..8 ~ ISS UE 10111 12017 I 90% CON STRUCTION 21712018 I 100% CONSTRUCTION ~'2018 l 100%CON STRUCTION REV 3/2612018 (100% £.Qt_!§_IB._UCTIO N REV 1HESCPL.ANSAAEINSIIIUMHIIS0fSERVICl!M10 .. RE f0RTtt(Cll(NrSuSE SOI.ElVV'.1111AE5"ECT J0Tt0IS PIIOJECI lttESE Pl»IS StW.l NOT 6E "llER(O MOOlflEOORREPIIOOUCEOINl'"AIORINIMtOlE 'Mlf,OUIPRIOll'MllllfNCOl,LSENI 1111::SEPV,NSAAE FOR MA!!EO IOBEruu-SllE MAACli02~"ll36" CQPVWM;.Hl;.'017JAMF.SVI.CCAAOAACl'ITECT INC DETAILS S-2 NO TES: 1 ALL GROUNO ELECTRODE SYSTEMS SHALL BE BONOEO TOGETHER . AT OR BELOW GRADE. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC. 2 PERFORM IEEE FALL·OF·POTENT1AL 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 S OHMS OR LESS. 3. EACH RRU UNIT ANO PSC AC UNIT SHALL BE DIRECTLY CONNECTED TO THE GROUNO BAR \o\'ITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUNO WIRES. 6 AWG COPPER OR LARGER. 4, EXOTHERMIC V'.ELDS SHALL BE USED FOR All GROUNDING CONNECTIONS BELOWGRAOE. 5 APPROVED ANTIOXIDANT COATINGS (IE .. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON All COMPRESSION AND BOLTED GROUND CONNECTIONS 6 GROUNO CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUNO THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES. INHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON•METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE u s eo. ~~~Li~~~~~~~NE~!ss@ I (Nl" "'" SOLID TO ANTENNA r(ROUTEOWITHIN POLE) OG (N)OR(E)STEEL-----I STREET LIGHT POLE tliffi}(N) VERIZON WIRELESS RRUS32 UNIT (AW$) 1/111 PSU AC 08 POWER INTERFACE G (N) #6 AVI/G TO PSU AC 08 UNIT (ROUTED WITHIN POLE) -,.~~6~\~~WITT~~~ili2) UNIT tliffi}(N) VERIZON WIR ELESS RRUS32 UNIT (PCS) WI PSU AC 08 POWER INTERFACE ~(N)MAJNGROUNDBAR l!l ~IN CABLE SHROUD G (N) #2 A\/1/G TO CABLE SHROUO (ROUTED WITHIN POLE) (N) #6 AVI/G TO PSU AC 08 UNIT (ROUTED WITHIN POLE) (N) #6 AWG TO RRUS 32 UN IT (ROUTED WITHIN POlE) (N) •2 A\/1/G TO CABLE SHROUD (ROUTED WITHIN POLE) t-(N)ll2 AWG SOLID FROM GROUNO BAR J G TO (N) GROUND ROD ~(N)LOAOCENTER j- ~OISCONNECT (N)(1)#2AWGS0L1D,TO-tt I (N) GROU ND ROD IN (N) OR (E) STREET LIGHT G JUNCTION BOS I G E) GRADE (NJ STREET LIGHT JUNCTION BOX/VAULT ~(NJ CONCRETE ~FOUNDATION '· EQUIPMENT GROUNDING DIAGRAM @ (NJ Y&· OIA. X 10'·0" LONG COPPER CLAO GROUND ROD s~.~~:: 12 NOTES: I. PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAllABLE FAULT CURRENT FROM THE POVoJER UTILITY 2. ALL SERVICE EQUIPMENT ANO INSTALLATION SHALL COMPLY \o\'ITH THE PREVAILING LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE. 2017 NFPA 70, AUTHORITY HAVltlG JURISDICTION AND UTILITY COMPANY. 3. CONDUCTORS SHALL BE SPLICED IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PlAN ES.13, COMPRESSION CONNECTOR AND WATERPROOF r-----i (N)FRPCONCEALMENT__J I SHROUD i i (N)"SMARTPOLE"METER.~' '1 WATTHOUR (SMARTMETER), FURNISEO INSTALLED BY , 1 ' PG&E M I i , (NJ 3 PIN LOCKING \ ~---i RECEPTACLE ~T:~:~~:~:;ci:NT ',,HJ-f-, SHROUD INll'l'12HOT lll 1 (WITHIN POLE) (N)(1)t 8HOT------~'P (WITHIN POLE) (N) (\) t8HOT-------+-'P (WITHIN POLE) (N)(1)t12 HOT-------f-+-'I' (WITHIN POLE) (N) DISCONNECT/ LOAD -----+-+---i- CENTER MOUNTED ON POLE ~ ~ ~ kNJi::2~~T~::;)E~~;·3 ~Ns,.~~;A~:OWER 2 A-3 "' (N) (4)Y." SUPERFLEX. COAX CABLES (WITHIN POlE) (IN l-1/2"RISER-GARD INNEROUCT) TO OIPLEXER IN C C ( / CONCEALMENT SHROUD I lfrll (I N MAXCELL INNEROUCT t I (N) 2 PAIR FIBER. (WITHIN POLE) O 1 g+-+J--(N) (4)Y." SUPER FLEX COAX CABLES (WITHIN POLE) (IN 1-1/2" RISER·GARD INNERDucn TO DlPLEXER IN CONCEALMENT SHROUD RRUS32 UNIT (PCS) WI A·3 ~NS,.~~;A~;owER 2 (N) VERIZON WIRELESS I A-3 'l'-1--+---(N) m t12, (1) t12 GNO. I I l (WlTH!N POLE) (N)(2)t 12.(1)t12GNO, (WITHIN POLE) t--(N) 2 PAIR FIBER. I (WlTHlN POLE) 1 (IN MAXCELL t INNEROUCT) F I I _____ j tN)N-16STREETLIGHT~ JUNCTION BOX/ VAUL Tl VERIZON WIRELESS POVVER P.O.C. see OETAIL BELOW (NJ INCOMING 6 PAIR FIBER BY FIBER (N)(1)11 2GND, (WITHIN POLE) TO (N) GROUND ROD I I I I I I I I (NJ UG FIBER SPLICE F PANEL (VERIZON f VIARELESSF16ER / DEMARC) , PROVIOER.(E)CONO~IT __ ......__ IN TRENCH. r >-~-~~-~-~-~-~-~-_J-----><------------y -·-L r, __________ ,, ------- SHEET NOTES 1, COMPLY WITH GOVERNING CODES ANO REGULATIONS Of AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE SEEN IN SAT ISFACTORY use IN SIMILAR SERVICE FOR THREE YEAR S. USE EXPER IENCED INSTALLERS . DELIVER. HANDLE. ANO STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. COORDINATE 'lv'ITH UTILITY COMPANY FOR SITE SPEC IFI C VVORK ANO MATERIAL REQUIREMENTS PRIOR TO START OF CONSTRUCTION. 3 PROVIDE ALL CONDUIT, PULL ROPES . PULL BOXES. CONCRETE ENCASEMENT(IF REOUIREO). BARRIERS. POLE RISERS, TRENCHING, BACKFILL. AS REOUIRED PER SITE SPECIFIC REQUIREMENTS 4, OBTAIN.PERMITS FROM AUTHORITIES HAVING JURISDICTION REQUIRED TO PERFORM THE VVORK. PRIOR TO START OF CONSTRUCTION 5. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE IN DICATED 6. PROVIDE SERVICE ENTRANCE EQUIPMENT 11\HH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER 7. REVIEW ANO INSPECT EXISTING CONDITIONS, GROUNDING SYSTEM ANO LIGHTING PROTECTION SYSTEM FOR COMPLIANCE WITH THE AUTHORITY HAVING JURISDICTION , REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING 8. PERFORM IEEE FALL•Of•POTENTIAL RESISTANCE TO EARTH TESTING FOR NEW GROUND ELECTRODE SYSTEMS. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS REOUIREO TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 9, ANTIOXIDANT COATINGS SHALL ee USEO ON AL L COMPRESSION ANO BOLTEO GROUND CONNECTIONS. 10 ALL WIRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ANO UTILITY COMPANY REQUIREMENTS AND AUTHORITIES HAVING JURISDICTION. 11 . ALL BEN OS ANDI OR OFFSETS SHALL BE MADE WITH FACTORY SECTION S USING APPROVED COUPLERS PER CEC REOUIREMENTS 12. ALL EMPTY CONDUITS SHALL HAVE Af" POLYPROPYLENE PULL ROPE PROVIOEO INSIDE ANO SEALED 'lv'ITH A DUCT SEAL ON BOTH ENDS OF THE CONDUIT. 13. THE ENO S OF ALL CONDUITS INSTALLED SHALL BE SEALED VIATH A DUCT SEAL. 14. PROVIDE NEW METER AND DISCONNECT PER UTILITY COMPANY REQUIREMENTS. SYMBOL LEGEND ---,---@-- --G-- BR.A.NCltCIRCUll UHOt:RCROUM;l ..=--JAMES VACCARO A A C H I T E C T, I N C. ,11 D0UDEEW .. ,.vrll1 C ~ .. cmc .. ,c .. 19,o,, <15606lVOPHOllf l <l 59$]U llfA.K WlfQ<;lVA.~C1<11EC I.C0M WWW.JVA.~Cl<llfC !.COM @) ---M--o"'ous. -1N""'c=-.--- 24os:,.~~~~~~~£TCAJ;~,~OOR verizon" VER IZO N WIRELESS 178~ MII CttEll DRIVE SUI TE 9 WA.l,.UI CR((O!.CA.9<:...8 CQN§ULTANJS N 0 0 ~N UJ g a. () ::> (f) (.) CL I 0 u.. (/J 0 f-0 0:: z f-;; .... ~ ~ w; <>: ~s~a~ 4:04:<>:o .., CXl (.) s: ,..:. ~;so~~ s:~~(.)~ ~~ffi ~g (.) .a._ ::J ::::i C/) ::::, a. CD O()·· ::J <O z a. § ~ ® . . ' REV I DATE I ISSUE 10111/2017 I 90% CONSTRUCTION {E) 240V (2) #8 CITY OF CUPERTINO STR EET LIGHT CONDUCTORS. see SHEET EP·2 (NJ GROUND ROD I I BR.O.NCl<C!RC\AI I 2 217120 18 100% CONSTRUCTION ,.OOVEC"-'Oe 3 31212018 100%CONSTRUCTION REV L(N)VERIZONWIRELESS CONOUI TIUR NfOUf' ~--312612Q1_~ ~Ql)"A,~NSTRUCTIONREV. CONDUCTORS PER ------ SI NGL E LINE DI AGRAM SIN GLE LINE DIAGRAM (N) 10A WATERPROOF FUSE(VERIZON WIRELESS) (N) N16 JUNCTION BOX/ I ' (E)N·9 VERIZON WIRE LESS ~(2)t8THWSTREET JUTNi~~::A~ix. _.!'..Q?!§!!.!\.0.£. I Ll~:)TL~~~~~~:~RS (E)PG&EVAULT/ r-----1 r 1-j UGHTLUMINAIRE CITY OF CUPERTINO>-__ j _ -• _1 __ -1-_ -9 ~ _ __:r(_ POWER POINT OF ~ """"J-.r(" CONNECTION L ___ ~_J LI (NJ 10A WATERPROOF " -------FUSE (El CONDUCTORS~ (CITY OF CUPERTINO) !~R~~~EL~GHT(S) '-----------s;~E(i~ ~l~HHET~S) DET AIL AT (E) N-9/ (N) N-16 SCALE: ~ SINGLE LINE DIAGRAM __ r. __ --<Ill- ---~--- @ e----j111, • • MEIERSOCKEll'(RVlll.llV ~RREOUIREMENI S TttE SE l'lAliS I\IIEUOSIIWi,1EN !SOfSEl<VICE ANDARE FOIIIIIECLIENT'SUSESOLELY WIHHESPECTIO!HIS Pl!QJECT 1HESEPU11SStV.HN01UM.1EFIED MOOlfCOOII REPRODUCED INPARI C* INVMOI.E Wl!HOYI PRIOIIWRIIIENCONSEN! lllESE PU.NSAAE FORM.O.IIEDl06EFllLL.SilE111.o.RCHD2•·XW COPYR!Cl<1f :1(117 ,IAl,IES VI.CCAAOAACHIIEC r INC SINGLE LINE DIAGRAM, EQUIPMENT GROUNDING DIAGRAM EP-1 SCHEDULE A SCHEDULE B SCHEDULE C SCHEDULED CONDUIT SCHEDULE U;ffVICt~o•n ,=~ KIRW I N LANE I ~IJl!":f CIRCUIT DIAGRAM (N) 1-1/2"DIA (N) \.112" DIA. 0 0: " > w ...J :, 0 al " N z " w 0 :c .... :, 0 V) (EJ2" DIA. (E)2"DlA. (E)CITY.(2)•8 VERIZON: (N) 2X FIBER. 12) •2 GND (E)CITY:(2)•8 (E)CITY:(2)•8 (E)CITY:(2)18 7 POLE0 23922 &,~ 9 POC,,23923 ~,~ l ? POLE02''37 &1~ 0, (E)PG&EVAULTl (E)CITYOF CUPERTINO ELECTRICAL SERVICE POINT (240V} &1~ 0, POLE124439 (N) VERIZON W IREL ESS l Eou,PMENTLOCAT,o N ~1 ~ 6 POLE•30400 s~.~~;: \ 2 OI.IS'!INO l l*IIWRI! [ l'IIOl'Oel.l) +~ l .... l 5 ~.~~: I 3 I i i ! I i i i i O • o:j "' >I ~i ~ "'i :i =i wj O • I ~i ~i "'i ! ! ~~NUE~r~~=T~;~i;.~ (N) N-1~ ! ! PROPOSED VER r.JoN WIR ELESS EQUIPME NT( ANT~NNA LOC ATIO N AT REfLACEMENT STREET LIGHT P!LE I i ! I i ! I i I UTILITY PLAN a : I APN 369~027 '"-', '')-;=--·--- I /" .. ,""' --·--------- I i I APN 369~026 (E) BUILDING ~.,:====s,) APN 369~0 25 SCALE: 8' "' SHEET NOTES 1. COMPLY WITH GOVERNING CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. 2. OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REQUIRED TO PERFORM THE WORK, PRIOR TO START OF CONSTRUCTION . 3. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED. 4. PROVIDE SERVICE ENTRANCE EQ UIPMENT VVITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER. S.. REVIEW AND INSPECT EXISTING CONDITIONS, GROUNDING SYSTEM AND LIGHTING PROTECTION SYSTEM FOR COMPLIANCE VVITH THE AUTHORITY HAVING JUR ISDICTION. REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING. 6 EXISTING UNDERGROUND WIRING. CONDUIT AND FUSE INFORMATION SHOWN IS BASED ON CLIENT PROVIDED INFORMATION ANO BEST PRESENT KNOWLEDGE OF EXISTING CONDITIONS. VVliERE CONDITIONS ARE UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM \/VliAT 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 WRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ANO APPLICABLE SECTIONS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS STANDARDS. 8. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER IS RE OU IRED TO ENERGIZE ANY ELECTROL1ER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBMITTAL TO PACIFIC GAS ANO ELECTR IC) 9, CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL REQUIREMENTS AND CONTACT THE CITY OF CUPERTINO PUBLIC l/olORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRICAL INSPECTION S. 10. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL, MANUFACTURER'S SUBMITTAL$ FOR ALL NEW LUMINAIRES 11 . ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 12. ALL OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTR ICAL CODE. 13. 'MiENEVER AN INSTALLATION IS NEAR ANY OVERHEAD VI/IRES! CONDUCTORS. A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS ANO ELECTRIC PRIOR TO INSTALLATION. SHEET LEGEND ~ ONDUITO!AMETER ONDUIT APPROXIMATE ENGTH IN LINEAR FEET ONDUIT SCHEDULE M ARK XISTING, NEW. UNDEGROUNO. SURFACE MOUNTED (E·EXISTING. N-NEW, U·UNDERGROUND, $-SURFACE MOUNTED) r:::t--E:XISTING N•9 BOX (STREET E:'.J .!JQ_H_T_Yfil/.!J'.JlNlJ~~ER NEW N·16 BOX (STREET ~LIGHTVAULT)J NUMBER/NEW ~ VERIZON VVIRELE SS FIBER SPLICE PANEL LOCATION ~~~~~T~~~::~~~6L:~~~T~~~NT OF CONNECTION --------------EXISTING OR NEW CONDUIT ROUTE cm» ~~N~~~ ~;;~~~~1~~R CD 6::~~;, :~~L:~~~~~EIRPOINT OF CONNECTION -=-JAMES VACCARO A R C H I T EC T, I N C . •I IOO IIOH WA Y 1,11m c PAClflCA ICA ,t,ou •1}'°4l'10 1'h0UE >H },90 U/l f AK llf0,.JVA~Ctll!(CICOM WWW JV AR C,,llEC! COM gJffi @) ---;i;ioous.1 -N-C-. -- 1-osrcx:Kl0KST11Ee, Jl'IOFLOO!I SAhfllA!«:ISCO Cli9•108 verizon" VERIZON WIRELESS 27B~MllCMEll OIIIVE SUITE 9 WALHUICIIEO: CAG,&r.11& CONSUL TANT§ N 0 0 c:t::N w8 D. u ::, (/) () 0... 10 u. (/) 0 f- 00'. z I-;;: V ~ ~wo <( ~s~o~ <(O <(<r:o -, (I] (.) s: ,..:. ~;:S o ~~ s: ~~<.)~ ~ ~ffi ~~ <.) ' a.. :) ~~3~ :) "' z CL ~ ~ Q . . . REV I DATE ISS UE 10111 /2017 I 90% CONSTRUCTION 2/712018 I 100% CONSTRUCTION 3/112018 l 100%CONSTRUCTIONfilV 312612018 j 100% CON STRUCTION REV lt1ESEP1>1lSAIIEINSlflUMHIIS0f'SO<VICEAIIOAIIE fOR THE CUEN I'S use SOI.HT WITH RESPECT 10 , .. ~ PROJECT IHESEPl.AHSSHAI.LNOIIIEAllEIIEO 1'IOOIFl[OOII IIEPIIOOUCEO .. PAIi! Oii lN'M'tOl.f Vl/lTHOUT PIIIOfl \'M1 llfNC0NSEIH lt<ESEP\.ANSIO.IIE FOIIMA!!EOTOBE rulL.SllE A! IO.IICHO 2,·~w COPYIIICHl:'017.l,IJJ[S Vit,CC,t.140.o.HC>•lfCI i,-.C UTILITY PLAN , CONDUIT SCHEDULE, CIRCUIT DIAGRAM EP-2 STREETLIGHT POlE OISCONNECT @ ~ ELEVATION \, DISCONNECT SWITCH SIGN SHALL READ"UTILITY COMPANY POWER DISCONNECT SI/IHCH" IN Y,· HEIGHT TEXT, \NITH lt.'HITE 6ACKGROUNO ANO SLACK LETTERING. SIGN SHALL 6E OUTDOOR RATED WTH UV PROTECTION. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON V,,,ORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE s~-~~:: I 8 @:L•il•I•l't!4~1:.i;t•Iet=i•l•l.:l#l-"1 , .. , .. ~ •. ~S:~li "Ct! .. CY t'lU' p9w11 "HOC~DU"t! ,.,.,.,.,._.,,._<_oc ,--• ---• .............. , .... 0,, ... ,.,,., ........ -......... .. """"''"""'·''""''~ ....... ,-,.,,,,c..,• ~-........... , .. , .. .., ... .,"' ................ ,, ......... .. ... _ ................ _.H, .... , ......... -... ........ .... ~ ..... _ ............ -,"~'"" .. .. .......... ~ .............. , ...... _._._ ........ _ .... , ,n . .,,,, .• ~, . .., •• , . ._., ~ 1 SIGN SHALL BE MOUNTED ON INSIOE FACE OF POWER MAIN OISCONNECT SWITCH IN X· HEIGHT TEXT. \NITH lt.'HITE BACKGROUND ANO BLACK LETTERING. 2. SIGN SHAL L BE OUTDOOR RATED. 3. SEE SPECIFICATIONS SECTION 26 0500 FOR COMMON V,,,ORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE S~~~SE: 1 9 NOTES: ~4"X6" COPPER GROUND BAR. TYP. OF SITE PRO 1 1MG40616 WITH INSULATORS ANO BRACKETS AS REOUIRED OR APPROVED EQUAL. 2. PROVIOE TAMPER RESISTANT GROUND BAR MOUNTING HARDWARE. 3 APPROVED ANTIOXIDANT COATINGS (I.E .• CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION ANO BOL TEO GROUND CONNECTIONS. GROUND BAR SCALE: rrrr ~ (N) 12 OR 16 AING SOLID CU CONOUCTOR Wt GREEN, 600V THWN-2 INSULATION TO (N) ANTENNA & (N) EQUIPMENT. TYP t (N)l'M>·HOLELUG. BOLTED TO GROUND BAR USING X"-16X l ,Y."SS HEX HEAD BOLTS& HA@RDWARE . TYP. 3 . MAIN LLJ OUNDBAR~ 12 AWG SOLIO TINNED BARE CU VVIRE TO GROUND ROD I . APPLY "NO-ox· OXIDE INHIBITOR AGENT TO LUG ANO BAR CONTACT SURFACE. 5 GROUND CONNECTION s~-~~:: I 6 APPLY· "NO-ox· COMPOUN O. TYP. (E)TINNEO COPPER GROUND BAR (N)f'OIAX- 1-1/2 "SSBOLT . TYP. OF(2) TWO-HOLE GROUND LUG s~~~;: l 7 (NJ PULL1----~ JUNCTION BOX @ (NJ BONO BUSHING. TYP.@ CONOUIT STUB-UP (N)l2AWG FROM MGB f!.!ti N) CONDUIT IN TRENCH TO PG4EPOC (N) GROUNO ROD WI GROUND CLAMP (VERIZON WIRELESS) GROUNDING AT PU L L BOX SCALE: us 3 GROUND CONDUCTOR (N)1'"DIA X 10',0" LONG COPPER CLAD GROUND ROD GROUND ROO SHALL BE DR IVEN VERTICALLY. NOT TO EXCEED 15" VERTICALLY I ij/ ~ GROUNDING AT POLE s~~'.;: l 4 ooii25Y,· f • -{N)R-SERIES ~ COMPOSITE ONE -PIECE LIO WI N90 (N) *" DIA. X 10',0" LONG COPPER CLAD GROUND ROD GROUND ROO SHALL BE BOLT DOWN KIT ~ DR IVEN VERTICALLY. NOT TO ill.!!Q!:! EXCEED 15• VERTICALLY ~ 1. PULL/JUNCTION BOX SH ALL BE "CHR ISTY" N16. 'MTH O NE PIECE COMPOSITE LIO AND N90 SS BOLT KIT AS MANUFACTURED BY OLOCASTLE ENCLOSURE SOLUTIONS (800-486-7070), 2. LIO SHALL BE MARKED "STREET LIGHTING·. 3. TOP OF VAULT SHALL BE SET FLUSH W ITH SURROU NDING AOJACENT SURFACE. <I . VERIFY LOCATIONS OF ALL EXISTING 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 RAMPS. 6 . PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PR!OR TOV,,,ORK 7. ALL CONCRETE REPAIR V,,,ORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACIJ 301 , JUNCTION/ PULL BOX s~-~~;: 11 SECTIO N !::!Q!ll. 1. TRENCH BACKFILL· CLASS ti OR CLASS III AGGREGATE BASE AT 90% COMPACTION . NATIVE MATERIALS MAY BE USED AS BACKFILL WITH WR ITTEN CONSENT OF llJE. NATIVE BACKFILL COMPACTION SHALL BE 90% CONTRACTOR SHALL VERIFY SUITABILITY OF NATIVE BACKFILL PRIOR TO START OF CONSTRUCTION. 2. VER IFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUNO SERVICE LOCATOR PRIOR TO ANY EXCAVATION. 3. ADJUST LOCATION OF TRENCH AS REOUIREO PER RESULTS OF UNDERGROUND SERVICE LOCATOR RESULTS TO AVOID CONFLICT \NITH EXISTING UTILITIES. 4. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PR IOR TO WORK 5. ALL CONCRETE REPAIR V,,,ORK SHALL BE DONE IN ACCORDANCE WITH TH E AMERICAN CONCRETE INSTITUTE (ACIJ301 . UTILITY TRENCH S~-~\E: 12 _=:=':;--JAM[S VACCARO A R C H I T E C T, I N C . ,11 OOIIOEEWJ,Y Ulll!C PAClf1CA ICA 19,ou •l)o0eJt10~H01l(1<1).9U .. '1FAX ••FO,JYAPCH+t£Cl.C0M WWW JYA PCttlll C1 COM 9Jfil! @) ---M-0-DUS, IN-C-.--- 2a111s,oc111a,s1REE1 lllOROOft 5"NFR .. 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