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18-201 Encroachment Agreement, Verizon Wireless, R.O.W. at 10261 S. De Anza Blvd.C UP E R0 28 / 41 7722 0 Q f-, .,v. Ai' I OZGI ~. l)t; -/lµztl BLV'i)-CuPcJl oza ENCROACHMENT AGREEMENT St- This Encroachment Agreement ("Encroachment Agreement"), made this J. \ ~ day of aJM ~\ <t: , 201J. ("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 in that ce1tain Small Cell License Agreement between Licensor and Licensee dated May 16 , 2017 ("Agreement"). This Encroachment Agreement shall serve as an encroachment license. All of the te1ms 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 tenns 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 Pro ject Description and Locations. Licensee shall have the right to use the ROW for a Small Cell at the designated areas in the ROW as fmther described in Attachment 1 attached hereto (the "Licensed Area"). 3. Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment 1 attached hereto. 4. Term. The term of this Encroachment Agreement shall be as set 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 5.1 of the Agreement, as adjusted by Paragraph 5.2 . 6. Commencement Date. The first day of the month following the date Licensee has Commenced Installation of its Equipment at the Licensed Area. 7. Approvals/Fiber. It is understood and agreed that Licensee's ability to use the Licensed Area is contingent upon its obtaining all of the ce1tificates, pennits and other approvals ( collectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities, as well as a satisfactmy fiber and electrical connection which will permit Licensee use of the Licensed Area as set fmth 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 withdrnwn or terminated by govermnental ·authority; (iii) Licensee detei·mines that such Governmental Approvals may not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in a satisfactmy manner, or maintain any fiber or power connection; or (v) Licensee detennines 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 tenninate shall be given to Licensee in writing by ce1tified mail, return receipt requested, and shall be effective upon the mailing of such notice by Licensee, or upon such later date as designated by Licensee . All rentals paid to said tennination date shall be retained by Licensor. Upon such termination, this Encroachment Agreement shall be of no fmther 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 fmther obligations for the payment of Rent to Licensor. 8. Miscellaneous. N / A [Signature page follows] EXECUTED to be effective as of the date shown above . APPROVED AS TO FORM CITY ATT?RNEY'~tICE ~~r-r- City Attorney Exhibits: Attachment 1 LICENSOR: City of Cupertino , a political subdivision of the State of California ~~me •~~<f Title: CI Tr' cµ flll)f t'if? LICENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHlP, D/B / A VERIZON WIRELESS by Cellco Paiinership, its General Partner By: Name: Scott Stewart Title : Director-Network Fie ld Engineering See attached. Attachment 1 Licensed Area verizon " SCOFIELDDR ,,~ SUNfilSE !IB_ D b y ~-~031~ ;s11~QL ~ ;5 ~~ ~ 9 ~ ·~ " ~ w C) g l3[N; ~ •~•••·11,•,,.:.,:.w'$";;,:1:,~'":::rr~ DIRECTIONS FROM VERIZON WIRELESS OFFICE WALNUT CREEK CA : HEAD NORTHEAST ON MITCHELL OR TOWARD OAK GROVE RO TURN LEFT ONTO OAK GROVE RD USE THE LEFT 2 LANES TO TURN LEFT ONTO TREAT BL VO TURN RIGHT ONTO N MAIN ST TURN RIGHT ONTO THE INTERSTATE 680 S RAMP TO OAKLAND/SAN JOSE MERGE ONTO 1-680 S CONTINUE ONTO 1·280 N USE THE 2ND FROM THE RIGHT LANE TO TAKE 1'HE OE ANZA BOULEVARD EXIT use THE LEFT 2 LANES TO TURN LEFT ONTO N DE ANZA BLVD TITLE SIGNATURE VERIZON PM --- VERIZON C M --- VERIZON RF --- MODUS PM --- MODUS CM --- UTILITIES --- LANDLORD/ PROPERTY OWNER mfflt.'ntM::iMiM.i DATE PROJECT DES CRIPTION THE PROJECT INVOLVES THE INSTALLATION OF""' UNMANNED WIRELESS TELECOMMUNICATION FACIL ITY CONSISTING OF AN ANTENf:'A AND ASSOCIATED EO U!PMEN T ON A CITY OF CUPERTINO REPLACEMENT STEEL LIGHT POLE IN THE PUBLIC R!GHTOF WAY, EXISTING POLE ANO FOUNDATIO N TO BE REMOVED ANO REPLACED WITH NEW STEEL POLE. PEDESTAL e ... se C ... BINET EQUIPMENT ENCLOSURE AND CONCRETE FOUNDATION. EXISTING POlE FOUNDATION TO BE DEMOLISHED. GENERAL S COPE O F WORK 0 ANTENNA ANO ASSOC IA TEO EQUIPMENT INSTAI.L A NEW CYLINDRICAL ANTENNA AT TOP OF REPlACEMENT STEEL LIGHT POLE ANO EQUIPMENT WITHIN NEW PEDESTAL BASE CABINET. INSTALLATION CONSISTS OF (1) NEW CYLINDRICAL ANTENNA CONCEALED WITHIN NEW CONCEALMENT SHROUD AT TOP OF LIGHT POLE, (2) NEW RRUS EQUIPMENT CABINETS. (l)NEWLOAD CENTER. (1) FIBER DEMARC. (1) DISCONNECT. (2) DIPLEXERS MOUNTED WITHIN NEW PEDESTAL BASE CABINET ANO ASSOCIATED POWER. FIBER AND COAXIAL CABLES ROUTED WITHIN LIGHT POLE AND BASE. 0 PAINT ALL NEW EQUIPMENT ANO MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE. INCLUDING ANTENNA SHROUD, MOUNTING BRACKETS. PEDESTAL BASE CABINET ANO TRANSITION SHROUD. 0 SIGNAGE ~DATED RF NOTICE/WARNING ANO SHUT-DOWN SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS. THE CITY OF CUPERTINO REQUIREMENTS. THE CALIFORNIA PUBLIC UTILITIES CDMMISION GENERAL ORDER 95 SECTION 94.5 AND PACIFIC GAS AND ELECTR IC REQ UIREMENTS . . !RWrl51'JJ1!R-1ffiWWOO'f A RCHITECT JAMES VACCARO ARCHITECT. INC. 411 DONOEE WAY, UNITC PACIFICA, CA 9404~ CONTACT: JAMES VACCARO, ALA CONTACT NUMBER: (4 15)60B·J670 FAX NUMBER: (415) 963-4471 EMAll;JVACCARO@JVARCHITECT.COM SURVEYOR HAYES LANO SURVEYING ANO MAPPING 2830 MADIGAN COURT CONCORD. CA 94518 CONTACT: ~ICK HAYES CONTACT NUMBER: (925) 798-3591 EMAIL: RKSEYAH@COMCAST.NET PEDESTAL BASE CABINETI POLE ENGINEERING COMMSCOPE. INC. OF NORTH CAROLINA 1100 COMMSCOPE PLACE, SE HICKORY. NC 28602 CONTACT: ROCKY COLAPIETRO CONTACT NUMBER: {972) 207-'l9S-: EMAIL:ROCKY.COLAPIETRO@COMMSCOPE.COM AGENT PROJECT MANAGER MODUS.INC. 240 STOCKTON STREET, 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT: KEVIN BOWYER PHONE: (408) 219-5442 EMAIL: KBOWYER@MOOUS-CORP.COM 1,li::l :t•Jlf:t. "'%ff:~~ SITE NAME: SITE ID: LOCATION CODE: SF _CUPER028 CPSC028 417722 LTPL2571 24425 4993063026 ASSET ID: BADGE NUMBER: SERVI CE ID: SITE ADDRESS: PUBLIC ROW ADJACENT TO 10261 S. DE ANZA BOULEVARD CUPERTINO, CA 95014 COUNTY: SITE TYPE: APPLICANT VERIZON WIRELESS 2785 MITCHELL DRIVE, SUITE !I WALNUT CREEK, CA 94598 CONTACT: JENNIFER HAAS PHONE : (650) 759-1 3n EMAIL: JENNIFER.HAA$@VERIZDNWIRELESS.COM ~ MODUS. INC. 2.i:o STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT: KEVIN BOWYER PHONE:(.i:08)219·54.i:2 EMAIL: KBOWYER@MOOUS-CORP.COM PROPERTY OWNER CITY OF CUPERTINO CUPERTINO CITY HALL 10300 TORRE AVENUE CUPERTINO. CA950 14-l202 PHONE:(.i:08)777-3354 EMAIL: ENGINEER/NG@CUPERTINO.ORG OCCUPANCY TYPE: CONSTRUCTION TYPE: ROW ADJACENT TO 35!M7-001 NIA·UGHT POLE IN ROW TYPEV-0 ZONING JURISDICTION: ZONING DESIGNATION: LATITUDE (NAO 83): LONGITUDE (NAO 83~ GROUND ELEVATION: CITY( P(CGJ 37"19"0B.2rN 122"01"56.99"W :.2.i:0 .9'AMSL M •,l.Jf1!1RJ~e•1,il'lr.Jl ~li ALL WORK ANO MATERIALS SHALL BE PERFORMED ANO INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. NOTHING IN THESE PLANS IS TO SE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES AND AUTHORITIES HAVING .JVRtSDICTION. • 2016CAI..IFORNIAADMINISTRATIVE CODE. TITLE 2.i: PART 1 • 2016CALIFORNIA BUILDING CODE. TITLE 24 PART 2 2016 CAL IFORNI A ELECTRICAL CODE, TITLE 2~ PART 3 2016 CALIFORNIA MECHANICAL cooe. TITLE 24 PART .i: 2016 CALIFORNIA PLUMBING CODE. TITLE 2( PART 5 2016 CAL IFORNIA ENERGY CODE. TITLE 24 PARTS 20 16 CALIFORNIA FIRE CODE. TITLE 2.i: PART 9 ANSIITIA•222·G 2016 NFPA 101. LIFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTRICAL CODE 2016 NFPA 72. NATIONAL FIRE ALARM CODE 2016 NFPA 13, SPRINKLER CODE 2013AASHTOLTS-6 • STATE OF CALIFORNIA GENERAL ORDER NO. 128 • C ITY/ COUNTY ORDINANCES AND CODES ACCESSIBILITY FACILITY IS UN·MANNEO ANO NOT FOR HUMAN REOUIREMENTS:HABITATION. D!SASLEO ACCESS NOT REOUIREC IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITlE 2.i:. PART 2. VOL. 1. CHAPTER 11 B. DIVISION 2. SECTION 11 B-203.5. le,[•]• .e]~',1~11,~ ~ ·.t' SANTA CLARA COUNTY STEEL LIGHT POLE S HEET ..... T-1 T·2 T-3 S H EET TITLE TfTLESHEET SYMBOLS, ABBREVIATIONS C-1 TOPOGRAPHIC SURVEY. EX1ST1NG CONDITIONS A-1 I SITE PLAN, ENLARGED ANTENNA LAYOUT. ENLARGED EQUIPMENT LAYOUT A-2 .0 I ELEVATIONS A-2 .1 I ELEVATIONS A-3 I DETAILS A-4 I DETAILS EP-1 I SINGLE LINE DIAGRAM, EQUIPMENT GROUNDING DIAGRAM EP-2 I UTILITY PLAN. CONDUIT SCHEDULE, CIRCUIT DIAGRAM EP-3 I DETAILS SP-1 I SPECIFICATIONS SP-2 I SPECIFICATIONS SP-3 l+i=!:!!n@.l.ja -.-;r .... ,. _t.~:;';:,. REV. =-JAMES VACCARO ARCHI T EC T, IN C. ,1:,.~°!;~:~,:~c •15.60ll.l6 1'Dfll-lON£14 159&:1 ••11,.u IH~JV.O.iCK !fCI.COM WWW 1"A~CM,1£CI.CDM @.) MODUS.INC. 2~0ST0Cifl"O NSTR.E£T. lR:O FLOOR SANFRAAC ISCO.CA!IIIHII ve rizon" VER IZON WIRELESS n ~,~IC'1!LL0flll/l; SUlff g W.t.LNUTC AEEK.CAIM~98 ~ CIO N 0 a:: co w 2J D.. 0 :::, (/) (.) a_ I CJ LL Cl) 0 f-on:: z I-~ 'V~ ~~o~ w ::J :g o O ~ O ct <e 9 -,m os;,-.. 0 ;:i ciO 'C" c:c:zza::~ ~<(i=U <'> O wa:::Jo 0:: 0 W cn I- C.) .a_::J :::;ui::io. (I) ..-o z a: ~ ~ .0~::;:,::·;\ . .. "'"""" ~. \((.:-::.::.~ REV I DATE ISSUE 1012712017 I 90% CONSTRUCTION 2/812018 I 100% CONSTRUCTION 3 411712018 10cnlo CONSTRUCTION REV. 612112018 100% CONSTRUCTION REV. THESEF'V<N5AA.E1HSHIUMB<r50fSERVICE ..... 0 4'1.E fOR T1<E Cu E.N rs=SOI.El.'l"WIT><IU.$PECT TOT'11$ PAQJ(CTTHE$U'LANS$1W.l.HOT.E -'1.1 EllE!l MOOIFIEOORREPAODUC:E01"1PAATORIN WHa.E WHllOUTPRJOR -TTEN CO"'SENT HIESE.PV,NS AAE FOfUAA ITUI TOIIE f Ul.1.~llE.o.T .UU:l<Di•""lllG"" CoP'rlllGi11~11.IA.MESV-.ccNIO-.RelillECT IMC TITLE SHEET T-1 & -c· @ I !El ~) I % AB AC AC A/C ACT ADA AD, A0t.11N A/IS AFF AGL AH.I ALT "-UM AMP AMSL AND ANGLE AT BY CENTERLINE DEGREE DIAMETER ECUAL EXISTING FEET INCH(ES) NEW NUMBER PER PERCENT PLATE PLUS/MINUS ANCHOR BOLT ALTERNATING CURRENT ASPHAI. TIC CONCRETE AIR CONDITIONING AMERICAN CONCRETE INSTITUTE ACOUSTICAL CEILING TILE AMERICANS WITH OlSABILIT!ES ACT ADJACENT ADMINISTRATION 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 ANDO ANODIZE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ANT ANTENNA AMERICAN Pl YWOOO ASSOCIATION APPROX APPROXtlw'ATE ARCH ARCHITECT ASCE AMERICAN SOCIETY OF CIVIL ENG INEERS ASHRAE AMERICAN SOCIETY OF HEATING , REFRIGERATING AND AIR CONDITIONING ENGINEERS ASI ARCHJTECrs SUPPlEMENTAL INSTRUCTIONS ASSN ASSOCIATION ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AUTO AVE AVG AWG AWS AZ BIB BAT BATT BC BC BD BORY BITUM BKG BLOG BLK BLKG BLT BLVD BM BOT BRG BRKT BSMT BTWN BUR BW C CTOC CAB CBC ccw co AND MATERIALS AUTOMATIC AVENUE AVERAGE AMERICAN WIRE GAUGE AMERICAN WELDING SOCIETY AZIMUTH BACK TOBACK BATTEN BATI"ERY BETWEEN CENTERS BOLT CIRCLE BOARD BOUNDARY BITUMINOUS BACKING BUILDING BLOCK BLOCKING BUILT BOULEVARD BEAM BOTI"OM BEARING BRACKET BASEMENT BETWEEN BUil T·UP ROOFING BOTH WAYS CHANNEL CENTER TO CENTER CABINET CALIFORNIA BUILDING CODE CONSTRUCTION CHANGE DIRECTIVE COUNTERCLOCKWISE CONSTRUCTION DOCUMENTS ABBREVIATIONS CEC CONSTRUCTION DRAWINGS CALIFORNIA ELECTRICAL CODE CEM PLAS CEMENT PLASTER CERT CERTIFY CFC CALIFORNIA FIRE COOE CF/Cl CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CF/01 CONTRACTOR FURNISHED/ OWNER INSTALLED CFM CHK CIR c.J c, CL CLASS CLG CLR CM CMC CMU co COi COAX CDNC CDND CONN CONT CDDRD CDR CDDR CPT CS/ CSK CSMT CT CTG CTR CTRL cu CUYD CW CYL d D DBL DC DEF DEG DEMO DEPT DET OF O,A OIAG D IFF OIM DISC 01ST DIV DL DMARC ON OR DR OS DWG E EA EE EF CUBIC FEET PER MINUTE CHECK CIRCLE CONSTRUCTION JOINT CONTROL JO/NT CENTERLINE CLASSIFICATION CEILING CLEAR CONSTRUCTION MANAGER CALIFORNIA MECHANICAL CODE CONCRETE MASONRY UNIT COMPANY CERTIFICATE Of OCCUPANCY COA.>C!AL CABLE CONCRETE CONDITION CONNECT CONTINUOUS COORDINATE CHANGE ORDER RECUEST CORRIDOR CARPET CONSTRUCTION SPECIFICATIONS INSTITUTE COUNTER SUNK CASEMENT CERAMIC TILE COATING CENTER CONTROL COPPER CUBIC YARD CLOCKWISE CYLINDER ~~~~(NAIL) DOUBLE DIRECT CURRENT DEFINITION DEGREE DEMOLITION (DEMOLISH) DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIFFERENCE DIMENSION DISCONNECT DISTANCE DIVISION OEAOLOAO DEMARCATION POINT DOWN DINING ROOM DOOR DOWNSPOUT DRAWING EAST EACH EACH ENO E ACH FACE EXP EXT EXT F FAB FAR FOTN FE FF FF&E FIN FLASH FLEX FLR FLOUR FM FD FO FDC FDF FOS FDW FP FP FR FR FRMG FRP FRWY FT FT FT FT/ LB FTG FURN FUT GA GA GAL GALV GB GC GEN GFCI GLULAM GSB GSM GSM GUAR o,P GYP60 GYP HOG HOW HEX HGR HLON HM HORIZ HS HT HVAC HWY HYO IAQ ICC EF EFS EGR :~~::g: ~:~:!~ SYSTEM :g :~~;:::ccL1 GENERATOR ID EIFS " EL ELAST ELEC ELEM EMF ENGR EPA EPOM EO EQUIP EQUIV EW EXCL EXTERIOR INSULATION ::s :~SH SYSTEM ILLUM EXPANSION JOINT IMEO IN INCANO INCL INFO INSUL INT ELEVATION EL.ASTOMERJC ELECTRIC ELEMENT ELECTROMAGNETIC FREQUENCY ENGINEER ENVIRONMENTAL PROTECTION AGENCY ETHYLENE POLYSTYRENE BOARD EOUAL EQUIPMENT EQUIVALENT EACH WAY EXCLUDE IR ISO ISO J.BOX '5T K KIP KIT KO EXPANSION EXPOSED EXTERIOR EXTINGUISHER FAHRENHE IT FARICATE(D) FLOOR AREA RATIO FOUNDATION FIRE EXTINGUISHER FINISH FACE FURNITURE. FIXTURE . AND EOUIPMENT FIRE HYDRANT FINISH FLASHING FLEXIBLE FLOOR FLUORESCENT FACTORY MUTUAL FIELD ORDER FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE Of STUD FACE OF WALL FIRE PROTECTION FIRE PROOF FIRE RATING F1RERESISTANT 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 IN TERRUPTER GLUED LAMINATED WOOD GYPSUM SHEATHING BOARD GALVANIZED SHEET METAL GLOSAL SYSTEM FOR MOBILE COMMUNICATION GUARANTEE GYPSUM GYPSUM BOARD GYPSUM PLASTER HOT OIPPEDGAL\/ANlZEO HARDWARE HEXAGONAL HANGER HOlOOOWN HOLLOW METAL HORIZONTAL HIGH STRENGTH HEIGHT HEATING, VENTILATING ANO AIR CONDITIONING HIGHWAY HYDRANT INDOOR AIR OUAUTY INTERNATIONAL BUILDING COOE JNTERNATIONAl. CODE COUNCIL IDENTIFICATION INSIDE DIAMETER INSIDE O!MENSION INSIDE FACE INSIDE FACE OF STUD ILLUMINATION IMMEDIATE INCHES INCANDESCENT INCLUDED INFORMATION INSULATION INTERIOR INSIDE RADIUS INTERNATIONAL STANDARDS CODE ISOMETRIC JUNCTION BOX JOIST THOUSAND THOUSAND POUNDS KITCHEN KNOCKOUT L L LAD LAG LAM LAT LAV LB LBS LEO LF LH LHR LHS LIN LKNT LKWASH LL LLH LLV LN LNG LDC LONG LT LTD lTE LTG LVO LVR MAINT MAN MATL MAX MB MC MDF MECH MEO MEMB MFR MFR REC MHZ MID M,N MIRR MISC MK Ml MLOG MLWK MN MOD MOOBIT MR MS MSB MID Mrn M<G MTL MULL MULT MUT MW N NA NC NEG NFPA NFRC NIC ND NOM NORM NRC NRCA NS NTP NTS 0 1 010 D oc occ 00 OF OFIOI OFS OPH OPNG ANGLE LENGTH LADDER LAG BOLT LAMINATE LATITUDE LAVATORY LAG BOLT POUND LIGHT EMITIING DIODE LINEAR FEET LEFT HANO LEFT HANO REVERSE LEFT HANO SIDE LINEAR LOCKNUT LOCKWASHER LIVELOAO LONG LEG HORIZONTAL LONG LEG VERTICAi.. LANE LIQUID NATURAL GAS LOCATION LONGITUDINAL LIGHT LIMITED LONG TERM EVOlUTION LIGHTING LOUVERED LOUVER MAINTENANCE MANUAL MATERIAL MAXIMUM MACHINE BOLT MC CHANNEL MEDIUM·DENSllY F IBREBOARD MECHANICAL MEDIUM MEMBRANE MANUFACTURER MANUFACTURER'S RECOMMENDATION MEGAHERTZ MIDDLE M!NIMUM 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 NO/SE CRITERIA NEGATIVE NATIONAL FIRE OPP OPPOSITE OPT OPTIONAL OSHA OCCUPATIONAL SAFETY PAR PAR PART PAT PB PB PED PEN PERF PERIM PERM PERP PH PKWY Pl PL PLAS PLAS PLAT PLYWD PN PNL PD PPC AND HEALTH ADMJN!STRATION PARALLEL PARAPET PARTIAL PATIERN PANIC 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 PREFAB PREFABRICATE(O) PRELIM PRELIMINARY PREP PREPARATION PREV PREVIOUS PROJ PROJECT PROP PROPERTY PSF POUNDS PER SQUARE FOOT PT PT PT PV PWR DC OTY DUAL R R RB RCP RO POUNDS PER SQUARE INCH PAINT POST TENSIONED PRESSURE TREATED PHOTOVOLTAIC POl YVINYL CHLORIDE (PLASTIC) POWER QUALITY CONTROl QUANTITY DUALITY RADIUS THERMAL RESISTANCE RUBBER BASE REFLECTED CEILING PLAN ROAD ROOF DRAIN SOFT SOIN ss ST ST STC STO STL STF STOR STR STRUCT SUB SUP SURR SUSP SYM SYMM T T&B T&G T&M TB TELCO TEMP THERM THK THRES THRU WA TN ,o TDC TOF TDF TOP TOPO TDS TOW TRANS TRANS TS TYP u UG UL UNO RO REBAR REC RECD RECPT :~~:~~NG STEEL BARS UON RECT REF REINF REM REO RECD RESIL REV RF RF RFI RECEIVED RECEPTACLE =~~:~~~~ REINFORCE REMOVABLE REQUIRE REQUIRED RESILIENT REVJS!ON RADIO FREQUENCY RESILIENT FLOORING REQUEST FOR INFORMATION UTIL V VAR VCT VENT VERT VIF voe VOlT w w :~~~i~N RH :i:~~AL FENESTRATION =~R :~~~Ei::iR PROPOSAL ;~ =~: ':~cD\EveRSE :g COUNCIL NOT IN CONTRACT NUMBER NOMINAL NORMAL NOISE REDUCTION COEFFICIENT NATIONAL ROOFING CONTRACTORS ASSOCIATION NO SCALE NOTICE TO PROCEED NOTTO SCALE OVER OUT TO OUT OXYGEN ON CENTER OCCUPY OUTS!DE DIAMETER OUTSIDE FACE OWNER FURNISHED/ CONTRACTOR INSTALLED OWNER FURNISHED/ OWNER INSTALLED OUTSIDE FACE OF STUDS OPPOSITE HANO OPENING RL RM RND RO ROW RR RRU RWO RWL s SCH SD SE SECT SEL SEP SF SHT SHTHG SIM SJ SK SKLT SLNT SLV SPEC SPKLR so =~~~EADER : BM WM WO ROUGH OPENING RIGHT OF WAY RAILROAD REMOTE RADIO UNIT REDWOOD RAIN WATER LEADER SOUTH SCHEDULE WP WP WPM WR WR WRB ~~i~T~~~c;i~NEER WRM SECTION SELECT SEPARATE SQUARE FOOT (FEET) SHEET SHEATHING SIMILAR SCORED JOINT SKETCH SKYLIGHT SEALANT SLEEVE SPECIFICATION SPRINKLER SQUARE wr WWF WWM WWR XBRACE XFMR YO SQUARE FOOT SQUARE INCH STAINLESS STEEL STAIRS STREET SOUND TRANSMISSION CLA.SS STANDARD STEEL STIFFENER STORAGE STRAIGHT STRUCTURAL SUBSTITUTE SUPPLEMENTARY SURROUND SUSPEND SYMBOl SYMMETRICAL TREAD TOP ANO BOTIOM TONGUE ANO GROOVE TIME AND MATERIALS THROUGH SOLT 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 TYP!CAL HEAT TRANSFER COEFFICIENT UNDERGROUND UNDERWRITERS LABORATORIES UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED UTILITY ULTRAVIOLET VOLT VARIES VINYL COMPOSITION TILE VENTILATION VERTICAL VERIFY IN FJELD VOLATILE ORGANIC COMPOUND VOt.TAGE WEST WIDE WITH W ITHOUT WALL TO WALL WATER CLOSET WOOD WIDE FLANGE BEAM WINO LOAD W IRE MESH WORK ORDER WATERPROOFING WEATHERPROOF WATERPROOF MEMBRANE WATER REPELLENT WATER RESISTANT WATER RESISTIVE BARRIER WATER RESISTANT MEMBRANE WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH WELDED WIRE REINFORCEMENT CROSS BRACE TRANSFORMER ,ARO 13 RQOM--ROOM NAME ~ROOM NUMBER 8--oooRTAG 0--WINOOWTAG ~ SECTION REFERENCE SECTION NUMBER SHEET NUM8ER : \ OETA!L NUMBER ,--,~OETAILREFERENCE '---' ll• SHEET NUMBER ,l ;t:..__COt.UMN &0-::ISIDN NUMBER REVISION CLOUD ~oooo-:~i:ATION -· -0--~;~~RENCE ~ELEVATION REFERENCE MATCH LINE ~~~;T~~:=~~BER ____ _;;-~~l~;CH X <;=INTERIOR ELEVATION REFERENCE X SHEET NUMBER ~ELEVATION NUMBER --0--WALL TAG C]QD--ECUIPMENT TAG ~BREAKLINE .,---PIPE BREAK MARK -----lj_--CENTERLINE --PROPERTY/ LEASE LINE GRAPHIC SYMBOLS 11 jffi(lfir~f~lf!li!11J EARTH l~,4f£) ~~~~~/EgRAVEL SAND ~---~ 1· .. I CONCRETE j.OOQOO·I ~~~~~i~E ,~. BRICK(PLAN) ,~1§1~1§1%1~1~11 BRICK (SECTION) &:;;;~&J#,~~ .. w ~~g~~~UNIT (PLAN) ~ ~~~~~EUNIT {SECTION) ~ DIMENSIONAL LUMBER l...::::::::::: (CONTINUOUS) ~ ~~s~~~~~~~~) [2Z.ZZZa ~~~~E D l»"rrt}r»">'»>I PL vwooo 1::r~Y~'t',f..'Y,! GLULAM !W'~Al%!sTm r------1 STEEL l J STUD IYf.NRvY0&9J ~~~LATION 11 ltli#fl.!.f:f:i Ii I ~~~~ATION FOAM/SPRAY INSULATION ,-----, GYPSUM '-----' WALLBOARD t7 = c;., = =1 ~T~:s~D ~g~!G MATERIALS SYMBOLS 12 =-JAMES VACCARO -A R C H I T E C T, I N C . •II DONDHW1'.T.UNlC •15.1S.'[~~~Tit FAA ~ @) MODUS. INC. ?~DS~~~~~ETc:..3:.01:00R verizon" VER IZON WIRELESS Z1a5MIICHELLD111VE.SU1TE9 w,lNV1'CREEII.CA9-159& ~ 0~ ~ co I-<( w -· I-> :e: 0 '" Z WO<( oco ~5 :£ci..- ~N<Co <C<e8 W o ..,mo:;:,-!. a.u!i!;5oo ,;- ::l Cf)~~~~~ (.) Cl. 0 w~::io 10 (rOLUCCf- U,. ~cn~f[ u, m ~CJ .. ::, <O z a. ~ ~ e . . . REV DATE ISSUE 1 1012712017 90 % CONSTRUCTION 2 2/8120 18 100% CONSTRUCTION J 41 17120 18 100% CONSTRUCTION REV. ~ &12112018 IOO'Yo CONSTRUCTION REV. THESE"I.AN541\£1NSTIIUM£1ff50FSERVX::E>.tlDAAE FOFllllECUENl'SUSESOL.ELYWITI<IIESl>ECTIO I .. IS PflOJECITHESEP\.ANS5'1"-U.NOIBE.oJ.TERUl IAODlnEDQRREPROPI.ICEDINPARIQRINwtfOI.E WITWOUTPRIOA.WRlnENCOHSEHTTHESEPV,NSAAE FOiu...nEOTOIIEFULL-Slli .. lAJICHD~•'Xlli" CQPrl'UGHT:01ftJA"E$V...cc.o.R0AACHITECl,INC SHEETTITI.£ SYMBOLS, ABBREVIATIONS T-2 1 General Notes GENERAL NOTES 1. CONTRACTOR SHALL VERIFY AND COORDINATE All NEW ANO EXIST ING CONO!TIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON WITH DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING ANO $TART OF CONSTRUCTION. IF ANY DISCREPANCIES. INCONSISTENCIES OR OM ISSIONS ARE FOUND. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED, IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING WITH 2. 00 NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR ANO COOROINATEO 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. J . ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON US E. NOTIFY THE ARCHITECT/ ENGINEER OF ANY ABBREVIATIONS INOUESTION. 4. All MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES ANO COMPLY WITH 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 ANO LOCAL JURISDICTIONAL CODES, ORDINANCES ANO APPLICABLE CODE ANO REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT. APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHAI..L INSTAll All EQUIPMENT ANO MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL 8Y 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 CONSUL TED JN ANY/ ALL CASES WHERE CUTIING INTO AN EXISTING STRUCTURAL PORTION OF ANY STRUCTURE 15 NECESSARY. PRIOR TO PROCEEDING WITH WORK. 12. CONTRACTOR SHAU VERIFY ACTUAL ROUTING OF CONDUIT. POWER AND FIBER CABLES. GROUND CABLES AS SHOWN. CONTRACTOR SHALL SHALL ADD NEW CONDUIT AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER. 13. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS. CURBS. LANDSCAPING ANO STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 14 . CLEAN UP AND DISPOSAL-REMOVE DEBRIS, RUBBISH ANO WASTE MATERIAL FROM THE OWNER'S PROPERTY TO A LAWfUU LEGAL DISPOSAL AREA ANO PAY ALL HAULING AND DUMPING COSTS. CONFORM TO PERTAlNING FEDERAL. STATE ANO LOCAL LAWS. REGULATIONS ANO ORDERS UPON COMPLETION OF WORK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN AND FREE FROM DEBRIS. CLEAN ALL STAINS. PAINT SPOTS. DROPPINGS. ANO OTHER BLEMISHES. 15. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK ANO SURFACES FROM DAMAGE DURING THE COURSE OF CONSTRUCTION AND SHALL REPLACE AND/ OR REPAIR ALL DAMAGED SURFACES CAUSED BY THE CONTRACTOR OR SUBCONTRACTOR PERSONNEL TO THE 16. PRIOR TO INSPECTION OF THE EXISTING FACILITY. THE CONTRACTOR MUST RECEIVE PERM ISSION FOR SITE ACCESS FROM THE OWNER OR THE DESIGNATED REPRESENTATIVE. 17. WHEN IT rs NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS ANDJ OR CONNECTION. A MINIMUM OF 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE Of THE SHORTEST POSSIBLE DURATION AND SHALL BE APPROVED IN ADVANCE BY THE OWNER. 18. ALL CONTRACTORS PERFORMING WORK ON THE SITE SHALL BE RESPONSIBLE FOR INITIATING. MAINTAINING AND SUPERVISING A REASONABLE AND PRUDENT SAFETY PROGRAM INCLUDING BUT NOT LIMITED TO THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MAY ENDANGER THE PUBLIC OR WORKERS. 19. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE AND RELATED SERVICE CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES. 20. THE CONTRACTOR SHALL COOROINATE 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 WITHIN PUBLIC RIGHTS-OF-WAY ACCORDING TO LOCAL JURISDICTIONAL STANDARDS ANO SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES. 22. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACll 301 . 23 . ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 2.:. THE EXISTING SITE IS IN FULL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK MUST BE COORDINATED W1TH THE OWNER. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE W INDOW TO 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 RESPONSIBILITY FOR PERFORMANCE AND ASSOCIATED COSTS FOR ANY SUBSTITUTION NOT APPROVED IN WRITING 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 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 EOUIPMENT ANO MATERIALS WHICH MUST INTERFACE ANO COORDINATE WITH OTHERS. WHETHER DETAILED OR NOT. GENERAL NOTES · J 1. THE CONTRACTOR SHALL OBTAIN OSHA PERMITS FOR ANY VERTICAL EXCAVATION OVER 5•.o• DEEP INTO WHICH PERSONS MUST DESCEND. ALL DISSIMILAR METALLIC MATERIALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. WHETHER DETAILED OR NOT. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. 2 Site Work Notes SITE WORK NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES AND CONDUCT UNDERGROUND UTILITY LOCATING ANO MAPPING PRIOR TO THE START OF CONSTRUCTION. 2 . ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, ANO OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT All TIMES, ANO WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHALL BE RELOCATED AS DIRECTED BY CONSTRUCTION MANAGER ONLY UPON APPROVAL OF SPECIFIC UTILITY OWNER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. J . All SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS ANO PROJECT SPECIFICATIONS. ~-IF NECESSARY. RUBBISH. STUMPS. DEBRIS, STICKS. STONES ANO OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER. WATER. GAS. ELECTRIC ANO OTHER UTILITIES. WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED ANO/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH W ILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR. OWNER ANDIOR 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. 6. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER OF EXCAVATION DAM AGE ANO TAKE STEPS TO MITIGATE DAMAGE AND/OR ASSIST WITH REPAIR. 9. CONTRACTOR SHALL 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 S!GNAGE JN ACCORDANCE WITH VERIZON WIRELESS ANO 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 JN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 3 Concrete Notes 1. All POUREO.!N,P\.ACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF (,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED (DESIGN OASIS 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 STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. J . All REINFORCING STEEL. ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POUR!NG OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIF1CALL Y DETAILED. REFER TO ARCHITECTURAL. MECHANICAL. PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS. BEAMS. WAI.LS. ETC. W ITH J/4 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. Re, rcing tee otes REINFORC ING STEEL NOTES 1. REINFORCING STEEL SHALL CONFORM TOASTM A-615 GRADE 60 U.0 .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. ~-REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. 5 Steel Notes STEEL NOTES 1. All STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A-36 ANO SHALL BE FABRICATED ANO ERECTED IN ACCORDANCE WITH A.1.S.C . SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION Of STRUCTURAL STEEL FOR BUILDINGS. LATEST ADDITION 2. BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. J . PIPE STEEL SHALL CONFORM TO ASTM A-53. GRADE B. 5. ALL STEEL PERMANENT\. Y EXPOSED TO WEATHER, (INCLUDING NUTS. BOLTS, WASHERS) SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION . 6 . INSTALLATION OF CONCRETE EXPANSION/I/I/EDGE ANCHOR. SHALL BE PER MANUFACTURER'S WRIITEN RECOMMENDED PROCEDURE. THE SOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER"S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS. REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER"$ MAXIMUM ALLOWABLE LOADS. 6 Welding Notes WELDING NOTES 1. THE OUAllTY OF MATERIALS AND THE FABRICATION OF ALL WELDED CONNECTIONS SHALL BE IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY"S STRUCTURAi. WELDING CODE. AWS D1.1 tA TEST EDITION. 2. WELDING SHALL BE LIMITED TO SINGLE PASS FILLET WELDS. AND SHALL BE PERFORMED BY CERTIFIED WELDERS IN AN APPROVED SHOP PER CBC SECTION 1704.2.5.2. NO SPECIAL INSPECTION OF WELDING IS REQUIRED. 3. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS USING PRE.OUALlF!EO WELDING PROCEDURES. 7 Painting Notes P A INTING NOTES 1. EXTRA MATERIALS: DELIVER TO OWNER 1 QUART OF EACH COLOR AND TYPE OF FINISH COAT PAINT USED ON PROJECT. IN CONTAINERS. PROPERLY LABELED ANO SEALED. 2. MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHERWISE. J . MATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH SUBSTRATES. (. FOR EACH COAT IN A PAINT SYSTEM. PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR USE IN PAINT SYSTEM ANO ON SUBSTRATE INDICATED. 5. REMOVE HARDWARE, AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED. MASK ITEMS THAT CANNOT BE REMOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE. 6. Ct.EAN ANO PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA. SCHEDULE PAINTING SO CLEANING OPERATIONS WILL NOT DAMAGE NEWLY PAINTED SURFACES. 7. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITIEN INSTRUCTIONS. B. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTI!NG. HOLIDAYS. LAPS. BRUSH MARKS. ROLLER TRACKING. RUNS. SAGS, ROPINESS. OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES ANO COLOR BREAKS. 9. IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH TOPCOAT. APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH. COLOR, ANO APPEARANCE. 10. see SPECIFICATIONS SECTION 09 90 00 FOR PAINTING AND COATING SPECIFICATIONS. LIGHTING NOTES 1. LUM!NAIRES. JUNCTION BOXES. 1-112· RIGID METAL CONDUIT. 1-112" PVC CONDUIT. ANO POLES SHALL COMPLY WITH SECTION 88 OF THE CAL TRANS STANDARD SPECIFICATIONS AND CITY OF CUPERTINO STANDARD DETAILS. 2. LUMINAIRES MAY BE CUT OFF. TYPE M-U ORM-IU I.E .S. LIGHT DISTRIBUTION. UNLESS OTHERWISE NOTED. AT CUL•OE-SACS USE TYPE M-111 OR BETTER. UNLESS OTHERWISE NOTED. J . THE SERVICE SUPPL YING ELECTROLIER CIRCUIT SHALL BE FUSED ANO GROUNOEO IN ACCORDANCE WITH NATIONAL ELECTRICAL COOE AT THE FIRST JUNCTION BOX. AN ADOITIONAl.. FUSE IS REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR. CONDUCTORS SHALL BE /t8 TH',V UNLESS OTHERWISE NOTED AND ALL SERVICE SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCATED AT THE LUMINAIRE 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 INSTALLING ANY FOUNDATIONS, POLES. CIRCUITS ANO CONDUCTORS. UNDERGROUND SERVICE ALERl SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTILITIES. 5. PRIOR TO PLACING ANY WORK OTHER THAN CURB ANO GUITER, THE CONTRACTOR SHALL SUPPLY THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT WITH A PACIFIC GAS ANO ELECTRIC COMPANY ELECTRICAL POWER DESIGN WITH ELECTRICAL SERVICE POINTS AND POt.E NUMBERS. 6. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER IS REQUIRE; TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO INSPECTION FOR SUBMITTAL TO PACIFIC GAS ANO ELECTRIC). 7. CONTACT PACIFIC GAS ANO ELECTRIC FOR ADOITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRICAL INSPECTIONS. 8. THE CONTRACTOR SHALL SUPPI.Y TO THE CITY OF CUPERTINO FOR APPROVAL, MANUFACTURER'S SUBMITTAlS FOR All NEW LUMINAIRES. 9. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL ...;;-JAMES VACCARO -A R C H I T E C T, I N C. •ltOOtlt>Ef WAT.U.OC PAC lf,C.,.I CA I UOU •15.608.l670P/IOl'IE1•15.91,JH11 fA W =;~::~~~ @) MODUS. INC. Z40 STOCICTON sme.er. :mo FLOOR SAN FAANOSCO,C.,.!l,,IIOII verizon" VER IZON WIRELESS ll&,UITC'1ELL0RI\IE.SU1TED W"1.NUT Cll:EE ~ U.~S!NI =till. CIC> N 0 a:: 00 w~ D.. 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THE.sEPl.Al<SAAEINSTRULCEl<TS~SE'IVICE "-'<OAAE fORTHECUENT'SUSESOI.EI.YWllHR£S?ECTTOT,_5 PRO.IEC1 THESE Pl.41<SS>W.L N0T8E "1.1EltEO MOO,FIE OORltEP~EDIN""-'lTORINWHOLE WlT l-!OUT~ORWRlnEN CONSE>IT THESEl'I.ANSARf FORMAnED TOBE""-L·St.Zl:AI AACHO :•'XJll· COPYRl(;>tt;:D1G./AMES V.\CCIJIOAACHITECT,ltlC GENERAL NOTES T-3 RODRIGUES AVE NUE --- l ,~m, J-- PAVED SURFACE "~ _,a ji l J J\\\\\\\ I ' ~i ~, i OVERALL VI EW ~ ·~ • I" ~ N w s c:, 0:: <t: > w ......:J I :::::, 0 ~ co ~ <t: N • z ~· <t: w Q ::I:: E-:::::, 0 C/) 20 SCA LE E ltJ"Ol'lrPaL TllPC,U,,.)Q.O.AGI. PCU1lll'PA.IC1V1-J1;,• SID(WALJ( ltJ"rJ/'l 7 1'Q.£HIQ!l'Olt<7 nll'Ol'!iOl<;lJR•J:J l•AGI. CUPERTINb I-u·: · .. r . -~ . I ...: :-i 1~ I· _, --'~ ll'l:aa![T [,vr··:;c :1 t ~n r-1 ·~ ~ L , ~__11 -' I • • t '.J ~J I~~~-·. -,. ~.11f!!Ju"'31,:'!,--c:w,gu~''" ~ ~- .!·151 -1 1, =l _ I _J_J ., ; '.' J rr---- VICINrTY MAP N.T.S. '- [JQ5TINGCiROUN0 (U:v.t,TION: A1BASE0FtrP0t.£~24rJ.9'All.5t PAVED SURFACE PARKING PAVED SURFACE PARKING POLE DETAIL S SCALE r= .5' I ~ ~ / Q 0:: <t: > i::.:i ......:J :::::, 0 1Il <. N z <. t:,c::J Q g:: :::i 0 C/) GEODETIC COORDINATES TAKEN HEREAT CENTER OF SECTORS (HAI] /JJ) ,JI JV:=:::: DaSTINC GROUND El..!VAnON: AT 8ASC OF tr POL£•24Qi' .WSI. EXIST/NC STRUCttJR! 0~ HIGH POINT: TOP OF S£NSCR•.l2./' AQ. PROJECT AREA 10 SCALE PROPERTY INFORMATION SF CUPER028 SfTE , ~;:'-';~;,~0~"''w=TH~o~,~,~N=ZA~eou=«~,cc,R~D,-- CUPERnNO CA 95014 BASIS OF BEARING BEARINCSSHOWEO HEREON ARE B ... SEOUPON U.S. SU,TE PLANE NA08J COOJ:IOINUE SYSTEM STAl'EPL,\NECOORDINolll'EZONEl. DEttJ11,11N£0BYCPSO!ISERVATIONS. BENCHMARK ELEVATION ESTA8USHEO rROM t.PS D"'..RIVED OiHliOM[lRIC HEIGHTS, APPL Y\NG G[OIO 99 SEP ARATIONS. CONSTRAIN IN G TO NCSC0NTROLST ... noN'LUTZ'(l£VATION -4SO.O'(NAV088) SURVEY DATE 9/1/16 SURVEYOR'S NOTES All EASEMENTS CONTAINED IN SAID TITLE REP~T AFFECTING l)l(U,.,1,/EDl"lEI.REASVRROUNDINCTH[lE"SEHAVEBEEN P!..OTTEO, SURVEYOR H"S NOT PERFOR!,!£0 A SE#.RCH Of' PUBLIC RECORDS TO OET£RMINE .\NY DEFECT IN TIT\.E ISSUED. TH E BOUNDARY SHOl'<S HEREON IS PLOTTED FROM RECORD INFORMATION .\NO DOCS NOT CONSTITUl£ A 90UNDARY SURVEY Qi' THE PRO?ERTY. UTILITY N01ES SURVEYOR DOES NOT CUARANTEE 'Jl,,IAT ALL UTIUTIES ARE SHOWNORTliElflLOCAllONS.ITISIHERES?ONSl9JUTYOF''IHE g:~Al~~VE~O ... ~~r:Efo l0 cxfAO:::T~ ~~i.:'nr~N~R;'J:t TO CONSTRUCTION. RE MOVAL. RElOC:"TlON t•,NO/ OR REPI.ACEM~NT IS THE RESPONSl91UTY Of" THE CONTRACTOR. LEGEND . "' 1 ~ (l'•UIK,UiC FlllCHTOll.o.NI :tiwOl~AI.VE 0 CEOOEnt COO'IOiNAtrS KSl'OTEl.[VAllON 't>, DISM ,1..'ITUINA ~ ~r=tVALVE • FO!Jfll) ASNO!ttl <"CL POIIOIPOLE (l UC>ITPOLE [I UECIIIICAL TIIANSJ'~vl ~ ~:IT~iA~T ~ IO..EPHONE MA..~Ol[ ¥ C>.SVAl.\'t oCW CASMUEA ----PAOP!'.JITTUN( --0--01M< UN!< rENCE GRAPHIC SCAL..E ·~ ' U) ~ Ill~ ~ 1 ~~ 11111111 1 ,. -..k *' ~ Jib t ~ J~ §"5~ ~11Ui 1: 0 N ·-1... ~ i~ ::::, E oo D oz :EO 0.. 0 ~~ 8~ l', x I-w ~ "' ~;§ o~. ..Jt:JO'I ~~~~ o~~~ ~~~; V')'.c2u.V'l ~~~g ~ ~ :g I.i ii; VJ ~ a 15 i ~ iii (E) AJC PARKING i i .6ili.. l=J ~,, l.l I g;10~:~~E~TED~ LIGHT VAULT. A4EP-2EP-3 VERIZON WIRELESS P0~ 1 R P ,O .C. 1 {NJ VERIZON WIRELESS~ < CYLINDRICAL ANTENNA~ (CONCEALED WITHIN (N) SHROUD) FRP CONCEALMENT (N) VERIZON WIRELESS@ SHROUD A~ -:rl-:1:/~L •,I r (N) LEO LUMINAIRE & CONTROLLER ~ ·. j I .11 I [E)N•9TOREMAIN .,. I~ J I j ~e6~e~~LR~~5~:~•GHT [E)SIGN DEMO(E)POLECONCRETE hA ~ ENLARGED ANTENNA LAYOUT • • I i i i • i ;; (N ) CONCRETE FILLEOPtPE BOLLARD @ k ~ ENLARGED EQUIPMENT LAYOUT 4 i ~ w I 4 .: FOUNDATION it~ Q.,::, w ~ ~ ~ 4;:. '<o~ ~ u ~ "~ 8 !:!. i8, .. ',\ I ~~'.I ~t <J §.~ " (NJ TRAFFIC RATED 81017 STREET LIGHT VAULT. VERIZON WIRELESS POWER P .O.C. ~ EP-3EP-2A-4 ~ (N)CONCRETE@ TOPPING SLAB A-4 I {/,J~LTTO I .: REMAI \-DEMO (E) POLE CONCRETE \;OIJNDATJON I" JN) STEEL PEDESTAL@ BASE CABINET av A-3 COMMSCOPE <l {E)STEELSTREET LIGHT POLE TO REMOVED (EJStGN ,8 " . ~ ; s .: C "' <( > w ..., :, 0 m <( N z <( w C :c ... :, 0 "' C "' <( > w ..., :, C Ill! <( N z <( w <l ,1C :c .... :, L'.lo "' 2 ill_'' ' I I ' . 0 (E)LIGHT POLE (E)PACBELL MANHOLE, TYP. l ' ,1••"'!'"'1•: --. ~ j jl f I ; I I ~ ~: I , ~ .i I I (N) VERIZON WIRELESS • : l O I LOCATION AT • • .,i • ' -• •, ct: REPLACEMENT STEEL (E)SIGN • • 1 ; . . EQUIPMENT{ ANTENNA llJL • ~ I ,,.! ! c( STREET LIGHT POLE 3 5 9 -1 7 • 0 0 1 • : : : > BADGE #24425 (E)AJCPARKING , 1!· i l· £ w · r~i t ~ ~ : • t ' APPROX IMATE :::.; i ! L LOCATION OF (E) 0 ~ 1 1' , UG ELECTRICAL aJ •~l .. J 1-CONDUIT/ ~ ~ : : /' CONDUCTORS ~ ~ r l ! APPROXIMATE : i 1l ·i /. ~~~~OF(E): I :. : l w ' : . : t APPROXIMATE Q I : : : LOCATION Of (E) • : : :-· UG STREET j · 1 j. ~lg~~~;, ! : • i : CONDUCTORS ·• : ' ' {E)LIGHT ::J j l ffi POLE 0 11!11 . li"J p !· (r NOTE: 1. EXISTING UNDERGROU ND SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE ONLY AND SOLELY BASED ON CLIENT PROVIDED INFORMATION . JT 1$ THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACCURATE VERTICAl ANO HOR IZONTAL LOC ATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING SUBSURFACE UTILITIES ARE SHOWN. 2. SEE SITE WORK NOTES ON SHEET T.J. ; Ji l llil 3 I SITE PLAN ~ *'" *' ~ -~ ~ '*' ~ ~ -~ ~ ...;--JA MES VAC CARO A R C H I T E C T, I N C . "'·i['¥Ji¥~~" w CLIENT @) MODUS. INC. ?4DS~=~E:6'3:,:00R verizon v' VERIZON WIREL ESS 2>MLUCt,HlDl'IIV£,5UffEI WAlJIVTCREEo<,C...9'1:198 ~ CIO N 0 a:, 0:: N Wo fl. 0 ::::> (J) (.) 0... ,u u. en 0~ ~ f-<l'. w ~> '<:1'o z WQ <l:'. ~S ~Oo ..:0 -o::<l'.o ~cnu~~ ~.:Sa o;;; s: z z c::: 1,/) 0 <{~SJ "' c:::WC:::...J O 0 UJ CO~ (.) ·O..:J :J (/) :::J a. m~u,. ::,<0 z o._N 0.. 0 <l'. ® . . REV I DATE ISSUE 2/8120 18 I 100% CONSTRUCTION J 4/17/2018 100% CONSTRUCTION REV. 612 1/2018 100% CONSTRUCTION REV. Tl1ESEl"I.ANSAAEtN5 111UMENT$0FSEIMCE1<NDAAE FORTl1ECUENrsuSE9.0I.ELYW1Tl1RESPECTTOTl<1S f'ROJECTTl1ESE""-"-NSS>;.O.L1."'°T8EAJ..TEl'IED t,ClDlrlED01111£PRODUCE Dl><PAAIOlll,lw>-IQl,.f Wlfl<OUTP!'UORWRIOE><CO..SEHT Tl<ESEPI.A~SAAE FORW.ITEOTOBEFLAJ..SIU_.,TAACMO:,l"XJI" COPYRIGMT:!016.14MESV.r..cc.,..qoAJIC>UTECT.!NC IEEIIIIU: ::;111= t'LAN, ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 @@(N)VERIZONWJRELESS CYUNORICAl ANTENNA (CONCEALED WITHIN SHROUD) (7'\(N)FRP CONCEALMENT-----..... QvsHROUD ~(NJ W IRELESS METER ~(CONCEALED WITHIN SHROUD) ~(NJ SH EET METAL· '\5JSKIRT @ (Nl VERIZON WIRELESS CAUT ION SIGNAGE/ DECAL (FACING STREET) TOP OF (NJ CONCEALME:~.~~~OG~~. $ RAO CENTER Of (N) VERIZON WIRELES S CYLINORICAJ. ANTENNA ±34'·1"A.G.L. TOP OF /~~;~~~~~~c. $ TOP OF (N) LIGHT POLE :l<t..0-A.G.L. !:~~~~ ~-L~G 8ANNER---ft RELOCATED MOUNTl~~l~-~.:°'~i'i. S "BANNERSAVER", TYP . OF {3) (E)SIGN~ (IN FRONT) \ (N)STEEt.:~-----... LIGHT POLE RELOCATED MOUNTl~~6~.:~~~~-$ RELOCATED MOUNTING BRACKET t 14'-10"A.G.L. ~~~~T~~r : ln TOP OF RELo;:i~~ ~~~~ SIGN I I w1ies~~:1~ouo BY COMMSCOPE ~(~) ~TEEL PEDESTAL· ~~~;EM~;~T BY @{~)VERIZON-----tJ-- W1R~LESS EQUIPMENT W ITHIN PEDESTAL BASE CABINET @ (NJCONCRE FILLED PIPE BOLLARD TOP OF {NJ PEDESTAL BASE C:A,B INET C !,;·.4;i-A.G.L. II I J Ii 1p I fE)GRADE 1 : ~ci~;~RETESIDEWALK i SOUTH OE ANZA BOULEVAO~: 1$ (N) CONCRETE----;--- FOUNOATION BY COMMSCOPE ! 1. REPLACEMENT STEEL LIGHT POlE SHALL BE 7 GA. MINIMUM MOOIFIEO TYPE 15 I POLE BY VALMONT INDUSTRIES. INC. WITH S!NGLE ARM ASSEMBLY (ARM LENGTH I 2. ~~l~T~~~HP~~~~~~~;oA:iGRN~~~D s~t~:YR~~~i::o NEW POLE . l 3. REPLACEMENT MAST ARM ANO LUMJNAIRE SHALL BE ORIENTED PERPENDICULAR TO CENTERLINE OF EXISTING ROADWAY. DEMO EX IS TING ASPHALT AND SIDEWALK TO EXISTI NG CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING POLE FOUNDATION ANO PLACEME NT OF NE W ; FOUNDATION. REPLACE EXISTING ASPHAL T ANO SIDEWALK IN KlNO. I 5, NEW POLE FOUNDATION, ANCHORAGE OF PEDEST AL BASE CABINET TO NEW FOUNDATION, ANCHORAGE OF POLE TO BASE CABINET ANO STRUCTURAL ENGINEERING ANALYSIS OF NEW POLE ANO BASE BY COMMSCOPE. PROPOSED SOUTH ELEVATION z ,. I 2 (E) BANNER MOUNTING I BRACKET, TYP. OF (J) TO 8E REMOVED . PROVIDE WINO SPILLING BANNER MOUNT. TYP. OF "BANNERSAVER" ON REPLACEMENT POLE (E)SIGN (IN FRONT) \ I; I I (E)LUMINAIRE~. (E)6"STEEL~ MAST ARM _o .. --TOP OF (E];.;'_~!~~~~~ $ TOP OF (E) LIGHT POLE ::JD"-O"A.G.L (E\ MOUNTl~~l~~;-~~-$ (E\ MOUNTl~~:1-";.:.~ $ (E) MOUNTl~1~--~~i.~~ $ TOPOF(E)SIGN $ :8",lO"A.G.L. :.,tGN,OOE ; t,a RELOCATED TO BOnOMOF(E)SIGN $ rrCEMENT POLE 11 ,r ,. A.G.L. iE)~TEELLIGHTPOLE& I ; I I FOUNDATION TO BE ~E~OVEO & REPLACEO ! IEJHANO R 1·1 HOLE [E) CONCRETE SIDEWALK (E)GR~n~ $ SOUTH DE A NZA BOULEVARD EXISTING SOUTH ELEVATION SCAlE: 112-=1 ·-0-1 1' 2' ....;;-J AMES VACCARO -A R C H I T E C T, I N C . •I I DONOEfW,"1.U•HC r,1,.C1fiC>,1C>,19.l(J,I• '15.1,1111.3'11Ji'HONf l •l59&3,U11f .... ,HfOOJYoUICtl!£CT.COM WWW.JIIAl!CH1ltCT.CO,..,. @.) MODUS, INC. 2•as:,._~~~~ETCA~,:OOR verizon .J VERIZON WIRELESS lTMi..TCl-iELlORl\11:,SUIT E !I WALHVT CREE K.CA!MS!I& = CC) "' 0 a:: co w~ Cl. u :::, (.I) (.) 0.. ,u 11. U) 0 f-0 0'. z }-:; v~ ~WO<t: w s :£b;; ~gc3;~ ~ ;;j (iO ;j; z z Cl'."' s:<(i=(.)M ~~ffiiil~ ~cr.ig,6: 0::..-uz ::> ~ a. a. ;: <t: ~ . . REV I DA TE I ISSUE 1012'712017 j 90% CONSTRUCTION 2/6,'2018 I 100% CONSTRUCTION J 4117/2018 100% CONSTRUCTION REV. 6121120 18 100% CONSTRUCTION REV. ™ESEPV.HSARe1 .. s ,11 uME.NTS01'SE'IVICE,.,,.Q AA£ FOIITHECUE"T'SU5ESOLEL,Wl™IIE5PECTTOTHl5 ?IIOJECfnfESEPV.HSSW.U.NOflEAl.TEIIEO MOOlflEOOII.REPIIODUCl.OltlPAIIIOll.l"WHOI.E Wlf1-*0\JTPRIOIIWR1nE1<COl<S£"f THESEPI.MSARE FORW.ITED TOB:eFULL-SaEATAACHDJol"XJfi" COPVIIIOHf;>0,6.w,\cS VACCAROAIICHITECTl"C ELEVATIONS A-2.0 TOP OF~ CONCEALMENT SHROUD t35'•5"A.G.L. RAO CENTER OF (N) VERIZON WIRE..!c_E_SS CYL~DRICAL_~TENNA 1B TOP OF (N) LUMINAIRE !ll'-11·.ar.:, TOP OF (N\ LIGHT POLE !30'-0"A.G.L. ~ ~1~~~:~e. MOUNTING BRACKET RELOCATED MOUNTING BRACKET ±14'-10"A.G.L. (N)VERIZONWIRELESS~2 CYLINDRICAL ANTENNA A-4 A-4 (CONCEALED WITHIN SHR D) (N) FRP CONCEALMENT~ SHROUD \5) (N)WIRELESSMETER~, (CONCEALED WITHIN A-3 A.al SHROUD) (NJ SHEET METAL~ SKIRT ~ (N) VERIZON WIRELESS@ CAUTION S!GNAGEI A-3 DECAL (FACING STREET (N) WJNO SPILLING BANNER MOUNT, TYP.OF "BANNERSAVER". TYP. OF {3) (N)STEEL LIGHT POLE (E)SIGN (BEHIND) 0 ;~~~A~lt~TEDSIGN ~RELOCATEO"BIKE LANE"SIGN q, TO~.OF (N\ PEDESTAL BASE CABINET 1.4'-0"A.G.L. 0 ~.1-GRADE -, (E) CONCRETE SIDEWALK SOUTH DE ANZA BOULEVARD -]-~ciucN~A~~~~~v COMMSCOPE PROPOSED NORTH ELEVATION I {E)LUMIN~RE 0 TOP OF (E) LUMJNAIRE . ,----{E) 6' STEEL MAST ARM .t.32'-1" A.G.L. .,.---0 ---. TOP OF [E) LIGHT POLE :30'..0"A.G.L. q, ~~)l~S~~~J.l~G BRACKET :!:l6'-6"A.G.l. E) MOUNTING BRACKET TOP OF (E) SIGN :8'-10"A.G.L. BOTTOM OF {E\ SIGN !1'~"A.G.L. 0, lE)GRADE u·..o· (E)CONCRETE SIDEWALK SOUTH DE ANZA BOULEVARD 21 EXISTING NORTH ELEVATION (E) BANNER MOUNTING BRACKET. TYP. OF (J) TO BE REMOVED. PROVIDE WIND SPILLING BANNER MOUNT. TYP. OF "BANNERSAVER" ON RE PLACEMENT POLE (E)SIGN (BEHIND) ~-l=f-++-(E) SIGN TO BE UM 1-1 I I RELOCATED TO REPLACEMENT POLE (E) STEEL LIGHT POLE & FOUNDATION TO BE REMOVED & REPlACED SCALE : =-JAMES VACCARO -A R C H I T E C T, I N C . •IS.~~Ar~i:::.*3.~11 FA• =.z~::g:~~ @) MODUS.INC. 2~0 STOCKTON STR!:E1 , lRD FLOOR S4NFAANCISCO,CA~la! verizon "' VER IZON WIRELESS l1BS ... Ttt1Elloq,\/E$UITE9 W-.u<Vl'tAE£«,t.o.G'Y.NI CQNSULJANJS co C"II 0 CX) 0:::N Wo a. 0 ::, (f) (.) n. 10 LL rn 0 1-o o:: z I-<( ~ ~ Z~a~ W::::,~OQ ~ 0 <( <( '? .., co(.)~,.._ ~i:5o ~~ s:~~u~ O wo:::;o O::ow c:n 1-u .a..::, ~~a~ => ~ a.. a..~ <t: REV I DATE I ISSUE 10/27/2017 I 90% CONSTRUCTION 2/812018 I 100% CONSTRUCTION 3 4117/2018 100% CONSTRUCTION REV. -< 6/21120 18 100% CONSTRUCTION REV. ttiESEIV<N,MIE!NSTAUME.l<TSOfSERVlCE"-NC>AAE FOF\ttiECUENrsuseSOLELYWlttiFIESPEtTTOTHIS ~~~~E~~~~sf~~ COl'Vl!lGMl:'CllGJAMUVAtt,,,Ao,\RCMITECT,INC IEETTITL.E ELEVATIONS A-2.1 fg . ~1~ [W N)O,SCONNECT C i ~W~IT~HSIG~AGE ~ EP~ EP~ TION SIDE ELEVA FRONT ELEVATION ~ ----. -----·---. uc ouA 1rout<"'" ru::.cu ulSCONNECT DIMENSIONS HEili,,, :::9.1" :tS.1" ~_6DA TF 6DRCP FU SE D DISCONN ECT WEIGHT NOTES. ~NEP.Al ELECTRIC PART# Tf60RCP. 2. ~~\J~U~~10~~~o~J:i+.60A, 120/240VOLT.1 3. INSTALL IN SlRJCT ACCORDANCE WITH GENERA!. ELECTRIC INS TALLATION MANUAL ff~ to!- FRONT ELEVATION ( MOUNTING BRACKETS SUPPUEDWI UNIT CBC1923T-4310 O!PLEXER OIMENS!ONS DEPTH ' !2.48" CBC1923T-4J10 OIPLEXER WEIGHT !5LBS. NOTES : ~MMSCOPE PART# El 1F 13P06 :Z , A.LL CONNECTORS SHALL BE WEATHERPROOFED. 3. INSTALL IN STRICT ACCORDANCE WITH COM MSCOPE INSTALLATION MANUAL. MAIN DISCONN l;CT s~B DIPLEXER s~s ~ L i LU(N)LOADCE~T. ER ~ '0V<BELOW) \ . $ \. . '· .. G\(N)MAIN ---~ '\§}01SCONNECT (N)FIBER----~ DEMARC (BELOW) ~ {DOOR CLOSED) NOTES: DECORATIVE TRANSITION SHROUD BY COMMSCOPE ANCHORAGE Of (N)POLETO PEDESTAL BASE BY COMMSCOPE ACCESS DOOR FOR DISCONNECT ACCESS - , ... .e..brut ~MMSCOPE PART/I SSC-76023B040X133 METRO CELL CA.BINET. t 2. INSTALL IN STRICT ACCORDANCE WITH COMMSCOPE INSTALLATION MANUAL. 3. CABINET TO BE FACTORY POWER COATED BATTlESHIP GRAY. (N) PSU AC 08 POWER ~ \5) INTERFACE. TYP. Of (2)\ {N) RR US 32 r,°'\ UNIT. TYP. Of (2Jt::§) ~ (N) OIPLEXER./6\ N TYP.Of"(2) ~ (NJ STEEL PEDESTAL BASE CA.BINET , TYP. Of COMMSCOPE SSC-760238040X133 "METRO CELL CASINEr JI'. -;;; i -1 ~ . 11 J.T '1 , ii --r ~ t:: ~ (OOOROPEN) 5. NEW POLE FOUNDATION, ANCHORAGE OF PEDESTAL BASE CABINET TO NEW FOUNDATION. ANCHORAGE OF POLE TO BASE CABINET ANO STRUCTURAL ENGINEERING ANALYSIS OF NEW POLE ANO BASE BY COMMSCOPE. PEDESTAL BASE CABINET s~7 r~ {0 11 ~ u FRONT ELEVATION SID E ELEVATION I --· .. ------... -----. ::,i.,uAtt:t: U YIJlllt>L lUUKl::I LOAD CENTER DIMENSIONS HEI..,..,, :t:12.65" DEPTH !4.2r WE IGHT :t 10 LBS. NOTES: ~UARED PART#Q0816Ll 00RB. 2. NEMA JR DUTDDDR RATED, 100A, 12Dl240V0L T, l PHASE LOAD CENTER. 3. INST All IN STRtCT ACCORDANCE WITH SQUARE Di SCHNEIDER ELECTRIC INSTALLATION MANUAL. LOAD CENTER PANEL ~ 1 ?'"'""-"' ';,j METER. WATTHOUR SMARTMETER (FURNISHED & INSTALLED BY PG&E) (N) NEMA 3 POLE. 3 WIRE LOCKING-TYPE RECEPTACLE SIDE ELEVATION PG&E SMART POLE METER DIMENSIONS DIAMETER I !4.5" f'~E_ SMARTPOLE METER _WEIGHT \'VEIGH T :3 LBS. NOTES: ~&E CODEIIM241 490 . 2. PG&E TO PERFORM RF SIGNAL TEST. 3. INSTALL IN STRICT ACCORDANCE WITH PG&E UTILITY BULLETIN FOR SMARTPOLE METER SERVICE. WIRELESS METER s~4 ANSI SAFETY YELLOW CAUTION NOTICE WHITE BACKGROUND ANSI SAFETY YELLOW SYMBOL J I\ Jj BLACK LEnERING. i< TYP. ~ 1, OUTDOOR RATED SELF ADHESIVE VINYL DECAL WITH UV, CHEMICAL. ABRASION ANO MOISTURE RESISTANCE. 2. POST SIG N/ DECAL g·-o· BELOW BOTIOM OF NEW ANTENNA. J . CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS WITH VERIZON WIRELESS. THE CITY OF CUPERTINO. FCC AND AUTHORITIES HAVING JURISDICTION PRIOR TO FABRICATION. 4 . SIGN SHALL LI ST/ DISPLAY OWNERSHIP COMPANY'S NAME, CONTACT NUMBER ANO SPECIFIC SITE IDENTIFICATION. 5. SIGN COi.ORS. SYMBOLS ANO LAYOUT SHALL CONFORM TO ANS! 2535.1, ANSI 2535.2 AND ANSI C95.2-2007. SIGNAGE/ DECAL s~s ~ ii , Ej .lj,;--J ! 12.~7" J PLAN (N) MOUNTING BRACKET SUPPLIEOW/ RRUSUNIT HC W (N)RRVS'2 UNIT (N) MOUNTING BRACKET SUPPLIE D WI RRUSUNIT ' ~ 1. ERICSSON PART/t RRUS 32 2. ALL CONNECTORS SHALL BE WEATHERPROOfED. 3. INSTALL IN STRICT ACCORDANCE WITH ERICSSON INSTALLATION MANUAL. 4 . MOUNT UNIT TO PEDESTAL BASE CABINET MOUNTING PLATE WITH MB X 16MM GALVANIZED HEX MACHINE BOLTS, TYPICAL OF (4) PER UNIT MINIMUM . RRUS 32 UNIT ~ :11· ~ ~. {C OUTPUT INPUT POWER POWER GROUNDING INTERFACE ~ SCALE: --;;[f.s FRONT ELEVATION SIDE ELEVATION ERICSSON PSU AC OB DIMENSIONS HEIGHT :7.5" WIDTH ERICSSON PSU A C 08 WEIGHT WEIGHT :tOLBS. ~ 1, ERICSSON PAAT/1 PSU AC 08 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. 3. INSTALL IN STRICT ACCORDANCE WITH ERICSSON INSTALLATION MANUAL. PSU AC 08 UNIT ...;;;;-JAMES VACCARO = ARCHITECT, INC . •l~Arg'l;~;:~9:~C •15.6M=;!f~fff111AX 2411 STOCKTON STREET lAO FLOOR SAN FRANCISCO~ CA 1).1 T08 verizonJ VERIZON WIR ELESS 2>15 MITC HELL ORIVI:. SU ITE g W.t,i.N~CimK,CA S.U!la ~ CC) N 0 co 0:: N Wo c.. 0 ::> Cf) (.) a.. I(.) u. u, Cl f-0 0'. z I-;; V ~ ~~o~ W=>::£00 ~ O <C <C 9 --, a:) us:,._ ~~g[i! ~ S:<l'.~UM Owa::::Jo O:::OUJCDl-- 0 . a..::, ::::i en ::J a.. ~~o~ a..~ <( @ . . REV I DATE I ISSUE 10127120 17 I 90'1'. CONSTRUCTION 21812018 I 100% CONSTRUCTION 3 4/17 /2018 IOO'l'w CONSTRUCT~EV. 6/2 1120 18 100'1'. CONSTRUCTION REV. Tl!ESEPLANSAAEINSTIIUMeNTSOFSERVICEANOAAE FORTHECUENrsu5ES0l.ELVWTTHR£SP£Cf10THIS Pfl0..IECTTHESEPI.ANSS111J.1.r,1DTIEALlE11lD IAOOl~IEOORIIE!'FIDOVCEOINl'AATOIIINWHOLE WTTHOUTl'IU()R;WRll1'EN C0NSE1,'T TH£5ef>1.NjSAAE fORw.lTEOTOIEfllU~llEATAACHOZ•-.OC:- COPYFIIGllf;oo1BJAMESV..ccAADAACWTECT1NC i HEETTI TlE DETAILS A-3 (N)OR (E) ---4t CONDUIT TO A POWER P.O.C. • ~ PLAN .- (N) CONC . 1 · , 1 FOUNDATION , ', ; ', (DESIGN BY • • . _ • COMMSCOPE) : \ . ' (N)ll-'@12" O .C .. E .W. (N)3".0"0IA. CONC. SECTION A rgE~~g~~~N /I t :~;:~) ~ _)'-:' ~~..!;I' .... COMMSCOPE) · S E CTION B DEMO EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING ANO PLACEMENT OF NEW FOUNDATION ANO TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KIND. PROTECT EXISTING CONCRETE CURB LN Pl.ACE. ANCHOR BOLTS ANO RACEWAYS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. v USE MANUFACTURER PROVIDED TEMPLATE FOR PLACEMENT OF ANCHOR BOLTS. REMOVE ALL GREASE. OIL. DIRT ANO CONTAMINANTS FROM ANCHOR BOLTS W ITH SUITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOUNDATION. PLACE ANCHOR BOLTS IN A PLUMB POSITION. POINT HOOKS TOWARD THE CENTER OF THE FOUNDATION. VERIFY REOUIREO ANCHOR BOLT PROJECTION. ALL TIES SHALL HAVE 6" HOOKS AS SHOWN.ALL VERTICAl. BARS SHALL STOP 3" SHORT OF TOP AND BOTIOM OF FOUNDATION. ALL TIES SHALL HAVE 3· MINIMUM OF COVER. 6 . CABLE TRENCHES ANO FOUNDATION SHALL BE BACK FILLED ANO COMPACTED PRIOR TO ERECTION OF NEW UGHT POLE. 7. THE FOUNDATION SHALL CURE A MINIMUM OF [7) DAYS PRIOR TO INSTALLATION OF PEDESTAL BASE AND POLE. CONCRETE TOPPING SLAB s~4 ~ 15"01A . (N)VERIZONWIRELESS~ CYL INDER ANTENNA '\5J ANCHOR ANTENNA TO MOUNT PER MFR. SPECIFICATIONS (NJ FRP CONCEALMENT SHROUD (NJ STEEL ANTENNA MOUNT " (N)WIRELESSSMART@ • METER A..I 7 ) (N) WIRELESS METER MOUNT (SUPPLIED WI CONCEALMENT SHROUD) (El OR {NJ STEEL MAST ARM CONCEALMENT SHROUD/ ANTENNA MOUNT TO STEEL LIGHT POLE BY WESTERN UTILITY TELECOM. INC. {#10-210) (N) TAPERED SHEET METAL SKIRT 4----(E) OR(N)STEEL LIGHT POLE SECTION AT CONCEAlMENTSHROUD (N) FRP CONCEALMENT SHROUD CAP r~:~~0CONCEALMENT (E)OR(N)STEEL MAST ARM ~-(NJ TAPERED SHEET METAL SKIRT ISD METERJC AT CON~OUO (EJ OR (NJ STEEL LIGHT POLE 1. NEW FRP CONCEALMENT SHROUD, GALVANIZED SHEET METAL SKIRT, ANTENNA/ LIGHT POLE MOUNT AND MOUNTING COMPONENTS BY WESTERN UTILITY/ TELECOM. !NC. (PHONE: SOJ..587.0101) (1Dll210). 2. FRP CONCEALMENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILITY/ TELECOM. INC. 3. PAINT NEW FRP SHROUD AND EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. POWDER COAT NEW GALVANIZED SHEET METAL SKIRT ANO EXPOSED MOUNTlNG COMPONENTS TO MATCH LIGHT POLE. GROUND NEW ANTENNA PER MANUFACTURER"$ SPECIFICAT!ONS. CONCEALMENT SHROUD l ,ores, ~NTSOLLARO "SAFETY YELLOW-. 2. PATCH/ REPAIR AOJACENT SURFACES TO CONDITION 5' EXISTING PRIOR TO ""' WORK. 3. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH ACl 301 . ..., ~}GRADE ;.,~ ROUND TOP (NJ 4" DIA. SCH.40 STO.PIPEFILLEO WI CONCRETE '~6':o~ ~ CYLIN DE R A NTENN A DIMENSIONS DIAMETER !14.6" J:YLJN D ER A NTENNA WEIGHT ANTENNA WEIGHT :::27 LSS. 3 CYLINDER ANTENNA ~ JAMES VACCARO -A R C H I T E C T, I N C . •l1D0tl0fE W.01 .UH;!C P..._OfiCA 1C,.1~u •IH0!..3610PHOl-1£1•15.tt.J.U11fAt IHK>4-N...,Ci'f!ECT.COM WWW.N .o ll'Ofll"£CTCOM 2.0 STOCKTON STREET. li'ID Fl.OOn SANFAANC1SCO.CA9,,l1Cl8 verizon "' VER IZON WIRELESS lJUMITI; .. l!l.lO<IIVf SUOttP W"LNVTCREEK,CA94591J = co N 0 co C:::N Wo D. u :::> (f) uo... 10 LL. U) 0 f-0 0'. z f-;;vt'j ~~;;~ W ::J ~ D Q ~ 0 <C <C 9 ----,CDU 3:'.r-,.... ~ ;:5 ci~;;; :§; ~ ~ u ~ Owo::::Jo O:::owoor u .o._::::, ~en =:, a.. ~ m o i a..~ <( REV I D~ [ ISSUE 10ll7/2017 I 90% CONSTRUCTION 2/8/2018 I 100% CONSTRUCTION 3 411712018 100% CONSTRUCTION REV. 6/2112018 100% CONSTRUCTION REV. T>oESEPL..ll<SAA!I ... STRUMENTSOl'!ERVICl!.""'0"11.E ~OR THECUENT'SU5E 50L.ELYWITHRESl'ECTTOT~S W1Ci!~~~~~1i;E DETAILS A-4 NOTES: 1. ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDEO TOGETHER. Al 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 I 100ANO 81)FOR NEW GROUND ELECTRODE SYSTEM. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RE.SULT Of 5 OHMS OR LESS. 3. EACH RAU UN IT AND PSC AC UNIT SHALL BE DIRECTLY CONNECTED TO THE 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 BOL TEO GROUND CONNECTIONS. 6 . GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS. MET AL SUPPORT CLIPS OR SLEEVES. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USEC. ~ (N(VER~ONw,RELESSLU CYLINDER ANTENNA ~ SGl l ~ r (N)/12AWGTOANTENNA (ROUTED WITHIN POLE) ~ l I (N) STEEL STREET-----+ LIGHT POLE i ~ @{ii} (NJ VERIZON WIRELESS RRUS32 UNIT (PCS) W/ PSU AC 08 POWER INTERFACE ~ (NJ MAIN GROUND BAR (MGB) IN PEDESTAL BASE CABINET (SUPPLIED WITH PEDESTAL) (NI /16 AWG TO PSU AC 08 UNIT {ROUTED WITHIN PEDESTAL BASE) (NJ #6 AWG TO RRUS 32 UNIT (ROUTED WITHIN PEDESTAL BASE) (Jl[fiJ (NJ LOAD CENTER/ DISCONNECT LOCATED WITHIN PEDESTAL BASE CABINET (N)(1)#2AWG, TOMGB I (4",(N(CONCRETE~ \§)FOUND AT ,ON t,~{ • EQUIPMENT GROUNDING DIAGRAM (N) STREET LIGHT JUNCTION BOX/VAULT @ (N)o/.-OIA.X 10'-0-LONG COPPER ClAO GROUND ROD 5~2 NOTES: 1. PROVIDE ELECTRICAL SERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM TH E POWER UTILITY. 2. ALL SERVICE EQUIPMENT ANO INSTALLATION SHALL COMPLY WITH THE PREVAILING LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE. 2017 NFPA 70, AUTHORITY HAVING .JURISDICTION ANO 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 (NJ FRP CONCEALMENT_____J I SHROUD i l (N)-SMARTPOLE-METER.Th' 1' WATIHOUR (SMARTMETER), FURNISEO INSTALLED BY , 1 ' PG&E I M ! (N) 3 PIN LOCKING j RECEPTACLE / i ' (NJ TERMINAL BLOCK---t • /_ WITHIN CONCEALf..1ENT \ I ,· SHROUD 1 (NJ (1 ) #12 HOT llii I (WITHIN POLE) (NJ(1)#12HOT-----f-+----'f I (WITHIN POLE) (N)60AFUSEOMAIN DISCONNECT I • -riu MOUNTED WITHIN PEDESTAL BASE ,L_./ I (SUPPLIEDWITHPEDESTAl) ~-~ :w1rn~,~EHOOETs.r~1-1 I (N) (1) /112 HOT.¥,· C. ----------'- (WITH IN PEOESTA!.J @ (N) LOAD CENTER MOUNTED WITHIN PEDESTAL BASE (SUPPLIED WITH PEDESTAL) (N)(1)#8HOT I (WITHIN POLE) (N)(1)#8HOT -----H C j C i (NJ VERIZON WIRELESS I RRUS32 UNIT (AWS) WI A-J iNs~:Aoi;owER 2 ·~ ·o l ~I lJ !N)(4)Y."SUPERFLEXCOAX CABLES (WITHIN POLE) (IN 1-1/2" RISER-GARD INNEROUCT) TO ANTENNA IN CONCEALMENT SHROUD !" (N)2 PA,R "BER. (WHH,N I PEDESTAL BASE) 0 L I ITT (Nl (4JY.-SUPERFLEX COAX CABLES (WITHIN POLE) (IN 1-112" RISER-GARO INNEROUCTJ TO ANTENNA IN CONCEALMENT SHROUD (NI VERIZON WIRELESS I RRUS32 UNIT (PCS) W / A-J iNST~:;Ao~;oweR A~ M-t-(N)(2)1112,(1)#12GNO, (WITHIN PEDESTAL BASE) I ~/~t12, (I) #12 GND t-lNI 2 e~,:e:.::;•L BASE) : ::l~~c~iE) . I INNERDUCT) 1 . ~(NJ VERIZON (NJ N,06 5'RE Ill "BER D w,RELESS JUNCTIONBO~;IGHT~ \ : PEDEST~~:cwnH,N(,'\ ~-~~~~~:~~~~~~:~WER ~ ~~·,u;:.:-i~~r,: ~ (N)INC LOW ~(N)(2)#12 , .. ::.-·-' _,,,,.. ---' " (WITHIN POLE} 'N TRENC: (E( CONOUH ' ',__· ----(N}(1}'2 GND. f (N(EXHAUSTF , --~----~:____ --. r,;~~ii~EJTO(N) ,' ~';;;';'~PEOES~':.,. X-. ·------·-·y--___ r -----r' F -0 , WHH P~i(SUPPL,eQ ------------------L ' __________ ,, TALBASEJ ~~~~~~:;:CHY OF -------' l SHEET NOTES 1, COMPLY WITH GOVERNING CODES ANO REGULATIONS OF AUTHORJTIES HAVING JURISDICTION, PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE 1N SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE. ANO STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. COORDINATE WITH UTILITY COMPANY FOR SITE SPECIFIC WORK ANDMATERIAl REQUIREMENTS PRIOR TO START OF CONSTRUCTION. 3. PROVIDE All CONDUIT. PULL ROPES. PULL BOXES, CONCRETE ENCASEMENT(IF REQUIRED). BARRIERS, POLE RISERS, TRENCHING. BACKFILL. AS REQUIRED PER SITE SPECIFIC REQUIREMENTS. 4 , OBTAIN PERMITS FROM AUTHORITIES HAVING AIRISD1CT10N REOUIRED TO PERFORM THE WORK. PRIOR TO START OF CONSTRUCTION, 5. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS D IFFERING FROM THOSE INDICATED. 6. PROVIDE SERVICE ENTRANCE EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILllY PROVIDER. 7. REVIEW ANO IN SPECT EXISTING CONDITIONS. GROUNDING SYSTEM AND LIGHTING PROTECTION SYSTEM FOR COMPLIANCE WITH THE AUTHORllY HAVING JURISDICTION. RE.PORT 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 SE USED ON All COMPRESSION ANO BOL TEO GROUND CONNECTIONS. 10. ALL W IRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CECJ ANO UTILITY COMPANY REQUIREMENTS ANO AUTHORITIES HAVING JURISDICTION. 11 . ALL BENDS ANDI OR OFFSETS SHALL BE MADE WITH FACTORY SECTIONS USING APPROVED COUPLERS PER CEC REQUIREMENTS. 12. ALL EMPTY CONDUITS SHALL HAVE A ;j-POLYPROPYLENE PULL ROPE PROVIDED INSIDE ANO SEALED WITH A DUCT SEAi. 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 SYMBOL LEGEND ---F--@--- --so,--STAANOEDC0P?f RGROUNDW1RE W1TH GREEN GCll!V, THWNINSUL,t,IION BAANC>lCIRCUIT UJ,iOlflGROUND BIIAHCHORCUIT A.IIOVEGAADE LIGHT CONOU TREET SEE SHEET EP~;ORS. (NJ ~-DIA.X 10'-0" GROUND ROD 4-(N)VERIZONWIRELESS I I CONDUCTORS PER SINGLE LINE DIAGRAM S INGLE LINE DIAGRAM (N) \OAWATERPROOF 1------1------------J FUSE{VERIZON WIRELESS) {N) N16 JUNCTION BOX/ j (2) #8 THW STREET {E)N-9 VERIZONWJRELESS '[LIGHT CONDUCTORS JUNCTION BOX POWER P.O.C. TOREMAIN r------l_ (N)LEDSTREET (E) PG&E VAULT/ r-----1 1 -1 .J LIGHT LUMINAIRE r, ---- ----<ID--- CITYOFCUPERTINO>-___ 1_ -•-_1 ___ , __ -fl ~-___ __:r(_ POWER POINT OF L ' J -y: coNNecr,oN ___ __'.:,__ 'L (NPOAWATERPROOF ,---~---, '"~~"'~"~" I ' -------FUSE _ • _ ~~~~~~~CTORS ~'-----------~c;-::(~Fo~:~RTINO) @ STREETUGHT(S) STREETUGHT(S) ~Ill! D ETAIL AT (E) N -91 (N) N-16 l.!£1£1\SOCl(EIPERUTIUT'r PIIOVIDERREOJIREJ,j£.Nni • SINGLE LINE DIAGRAM • =-JAMES VACCARO -ARCHITECT, INC- ,11D01-1DE£w ... ,.u1-n c •15.~gEE~!~71FAX @) MODUS, INC. Z40STCX:Kt0HSTREET .liUJ FLOOR SANFll,t.l,CISCO,C-1,!l,IJOII verizon "' VERIZON WIRELESS 21~!ti~~~:1~;.u~9 co N 0 0:: co w 8l 0. () :::::, (/) () CL I 0 LL "' 0 1-00'.'. z I-<{ LU I-> "u z w O <C ~:J~Do ..:O..:<!o "'")C:005'.r-,'._ S!.:Soo;;; s: z z O'.'. I(} o<l'.fCC\2"' o::: w a::-' 0 o w ro 1-~ Cl) ~ a: m~u .. ::,<O z 0.. N 0.. ~ <! ® . . Rey_ J DATE ISSUE 10/27/2017 I 90% CONSTRUCTION 218/20 18 I 100% CONSTRUCTION 3 4117/2018 100% CONSTRUCTION REV. 612 1/2018 100% CONSTRUCTION REV. n;UfPI.AHSI\REINSTIIUMEHTSQf'SERVICE..,.01\RE FORTl<ECUfp{r'SUSESOULYWITHRESl>ECTT01Hl5 wic~~~~i~I~\~~~E IUTTITL.E SINGLE LINE DIAGRAM , EQUIPMENT GROUNDING DIAGRAM EP-1 SCHEDULE A {N)1)$"DIA. {E)CITY:(2)#8 VERIZON: (NJ 2X FIBER, {2) /l2 GND SCHEDULES I (N) 1}S"O!A. (E)CITY:{2)#8 SCHEDULEC I IEJlJS"DlA. (E)CITY:(2)1i8 SCHEDULED {EllWOlA. (E)CITY:(2)#8 CONDUIT SCHEDULE 5~2 RODRIGUEZ AVENUE POLE /124425 (N) VERlZON WIRELESS /0 EQUIPMENT LOCATION \...;_.) !!~ 1;1 00 1 ~~~ e; ~i~ ~ ~ffi~ ! C,0.W I ga111 ! ~1 ~ POlElt244260 I ;1~ POLE#2"279 ! : ~1 ~ POLE#244280 Q er < > w .J ::, 0 "' < N z < w Q :z: I- :, 0 II) I -:::=· I J-:J-:-J =I I ·· ······ I I CIRCUIT DIAGRAM I ~1 -I ~-J. m I I I I ···· I s~3 ~ IEISIGN-F "VN:1 li1L 359•17 •001 (E IAICPAAKING 0 -··-·5-··-··-··-··-·· UTILITY PLAN C :.,~~:~EsS~ E~Sr~~~N~;:~\~~5NA LOCATION AT R 1 ' EPLACEMEN T STREET LIGHT .POLE C er < > w .J $> ::, 0 u Ill < N (E)LIGHT z POCE < w C :z: I- ::, 0 II) SHEET NOTES I . COMPLY WITH GOVERNING CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION, PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN S!Mlt..AR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. 2. OBTAIN PERMITS FROM AUTHORITIES HAVING .AJRISOICTION 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 EQUIPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER. 5. REVIEW ANO INSPECT EXISTING CONDITIONS, GROUNDING SYSTEM ANO LIGHTING PROTECTION SYSTEM FOR COMPLIANCE W1TH THE AUTHORITY HAVING .A.JR1SDICT10N. REPO.!.T ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING G. ~~g~:~:~~~g:~~1;ii!{~~~r6tfJ~esi EXISTING CONDITIONS. WHERE CONDITIONS ARE UNCOVER!D DURING CONSTRUCTION THAT DIFFER FROM WHAT IS SHOWN OR THAT REOUlRE MODIFICATION OF DETAILING SHOWN. SUCH DISCREPANCIES SHALL 8E CAI.LEO TO THE ATIENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 7. All WIRING METHODS SHALL CONFORM TO THE LATEST EO!TI ON OF THE CALIFORNIA ELECTRICAL CODE (CEC). NFPA 70 ANO APPLICABLE SECTIONS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS STANDARDS. 8. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER IS REQUIRED TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO INSPECTION FOR SUBMITIAl TO PACIFIC GAS ANO ELECTRIC). 9. CONTACT PACIFIC GAS AND ELECTRIC FOR ADDITIONAL REQUIREMENTS AND CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING AND ELECTRICAL INSPECTIONS. 10. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER'S SUBMITIAlS FOR ALL NEW LUMINA!RES. 11 . ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 12. ALL OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 13, \'VHENE\IER AN INSTALLATION IS NEAR ANY OVERHEAD WIRES/ CONDUCTORS. A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS AND ELECTRIC PRIOR TO INSTALLATION. SHEET LEGEND ~ CONDUIT DIAMETER CONDUIT APPROXIMATE LENGTH IN LINEAR FEET CONDUIT SCHEDULE MARK EXISTING. NE\'V, UNDEGROUND. SURFACE MOUNTED (E·EX!STING. N,NEW. U•UNDERGROUND, $-SURFACE MOUNTED) f:::'i--EXISTING N·9 BOX (STREET t.:::J LIGHT VAUL T)I NUMBER NEW N-16 BOX (STREET fiii..-UGHT VAUL l)' NUMBER/ NEW liill VERIZON WIRELESS FIBER SPLICE PANEL LOCATION ~~:i~~~~~:~~:~L;~~~T!~~T OF CONNECTION ............ --EXISTING OR NEW CONDUIT ROUTE ,w VERIZON WlRELESS POWER POINT OF CONNECTION _Ah!Jti£ i. VERIZON WIRELESS FIBER DEMARC/ SPLICE PANEL I POINT OF CONNECTION ..;;-JAMES VACCARO ARCHITECT, INC. •IIOQt,1Df!WU,Ul'l1C •IS.Ml6.~~l~~~:;,::.;•,m FAl IH'OOJ'IAliClfltCT.COM WWWJ 'l41f0111ECI.COM 2,IOSfOCICTONSfR!:ET. lrDFLOOR 5,J,N FAAM:ISCO, C4!U1Dll verizon v VER IZON WIRELESS 1'H ... fC"l!"llC>AIVI" SUl~C• W"lHUTC:~EE'(.C:.0. .. 5:11 ~ co "' 0 co r:t: C\I Wo ll. () ::, (/) (.) o_ ,u LL. UJ 0 f-o c:i: z ~~~~ ~~~~~ ~ 0 <{ <{ 8 ..., ro u S: r-'.. ~'5oo '7 ;;:z z c:i:~ o<CfC:'2"' c:,:WC:,:...JQ Cl w co ~ ~cn§j5: co~u ·· ::, "' z a. N a. ~ <( ® . ' REV I DATE ISSUE 101271'2017 I 90% CONSTRUCTION 2/Bl2018 I 100% CONSTRUCTION 3 ~18 100% CONSTRUCTION REV. 612112018 100% CONSTRUCTION REV. THESEl>\.Al'ISAAE•NSIIIUMENT50FSEfMCEIOJ'IOAAE fQRlHECUENl'SUSE SOLElVWITHIIESPECTTOHltS P/IOJECT twf.Sf.P\J\NSSIIAU.HOTBE"1.TERED MOOIFIED~RE.PAOOOCEDIJIPAAT~lNffllOI.E Wltl'IOUTPRIORWRIOENa;Jl'ISENTTHESEPI.ANS.\Rl: FOFI.WITTEOTDBErl.lt.l,$1.1:EA TAACHD :•"JaG' COl'YRjGl<f ;o<11&.,.....ES'l~cco..<IOAACMITECf,INC IEETTITU UTILITY PLAN, CONDUIT SCHEDULE, CIRCUIT DIAGRAM EP-2 f§t#lill•I•V44~1:.J:J•&l:l•lil;J*1 --P!9N::CJR:"QU!ErPIWP<ZWN"'99!'PllftD N ---~~·-:~~::_::_, -~-- ::::.:,.-:·:~=·-•_,.,.,. ..... .__ !!'.!!~!. cr....,aDDWIOmxct>uM -'!<-~------------~ NOTES: ~N SHALL BE MOUNTED ON INSIDE FACE OF POWER MAIN DISCONNECT SWITCH IN~-HEIGHT TEXT, WITH WHITE BACKGROUND ANO BLACK LETTERING. 2. SIGN SH.6.LL BE OUTDOOR RATED. J . SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON WORK RE SUL TS FOR ELECTRIC.6.L. SHUT-DOWN SIGNAGE s~B (N) 112 OR #6 AWG SOLID CU CONDUCTOR WI GREEN, 600V THWN-2 INSULATION TO (N)ANTENNA& (N) EQUIPMENT. TYP. ~ T tN)lWO-HOLELUG. _l__ BOLTEOTOGROUND BAR USING ¥."·16X1·Y.-SSHEX HEAOBOLTS& H~ARE.TYP. . ~ MAIN GROUND R (SUPPLIED WI OE.STAL BASE) #2AWGSOLID TINNED BARE CU WIRE TO GROUND ROO NOTES: 'i":" ...... ji;?°?L Y "NO-OX" OXIDE INHIBITOR AGENT TO LUG AND BAR CONTACT SURFACE. GROUND CONNECTION INTERIOR TWO-HOI..E CONNECTORS (N)$$NUT, TYP .i\ (N)EXTERNAL~ TOOTHEOSS LOCK WASHER. TYP. (N)SSFLAT\I WASHER. TYP. . ~ ~::Cvx-~ (E) ;INNED~ t SHRINK ~POUNDU (NJ COLO COPPER (N) SS FLAT GROUND BAR WASHER. TY?. (N)f O!A.X 1·1/2"SSB0LT, TYP.Of(2) TWO-HOLE GROUND LUG (N)MAIN----+---1 DISCONNECT (N) SHUTDOWN PROCEDURES SIGNAGE. MOUNTED ON INSIDE FACE OF DISCONNECT @ (NJ DISCONNECT· SWITCH SIGN MOUNTED ON OUTSIDE FACE OF DISCONNECT PANEL DOOR NOTES: ~ s~5 s~6 ~CONNECT SWITCH S!GN SHALL READ "UTILITY COMPANY POWER DISCONNECT SWITCH" IN y.· HEIGHT TEXT. WITH WHITE BACKGROUND AND BLACK LE.TIERING. SIGN SHALL BE OUTDOOR RATED WITH UV PROTECTION SEE SPECIFICATIONS SECTION 26 OS 00 FOR COMMON WORK RESULTS FOR ELECTRICAL SHUT-DOWN SIGNAGE s~7 (N)PULU---- JUNCTION BOX @ (N) BONO BUSHING. TYP. @ CONOUIT STUB-UP (N)ll2AWG FROMMGB PLAN (N)#SAWG BONDING JUMPER. TYP . (N) GROUND ROD WI GROUND CLAMP (VERIZON W IRELESS) GROUNDING AT PULL BOX 5~3 (NJ #6 AWG-----ft------{ BONDING JUMPER (N)#&AWG BONDING JUMPER (NJ CONDUIT STUB-UP WI BONO BUSHING ttl" , · 1 1,,~n,~111~'w:· J . ~~~~~~~!:;:! (N)ll6AWG GROUND CONDUCTOR (NJ )."DIA.X 10'.0- LONG COf'PER CLAD GROUND ROD. GROUND ROD SHALL BE DRIVEN VERTICAlL Y. NOT TO EXCEED 15" VERTICALLY I /~ r ~ I ~~~~;C~ :OL T ~;;w;ii111rr;w;r --.. ---.. -, ,.ILi.-:-;[,,...,,,. REINFORCING NOT SHOWN FOR CLARITY. GROUNDING AT POLE s~4 t:JL:J ,~ ' 1sH· [Q-(N)STEELCHECKER -~ .· "~·· PLATE COVER WI '' . •. ·~' Hao BOLT DOWN ~ ~TYP. }~L (N) Y.· DIA. X 10'.0-LONG COPPER CLAD GROUND ROD. GROUND ROO SHALL BE DRIVENVERTICAUY,NOTTO ~ EXCEED 15" VERTlCALL Y NOTES: 'f" ...... PLJiu JUNCTION BOX SHALL BE TRAFFIC RATED 'CHRISTY' 61017 BOX H/20 LOADING WI B0LT00WN STEEL CHECKER PLATE COVER AS MANUFACTURED BY OLDCASTLE ENCLOSURE SOLUTIONS (800~86-7070). 2. LID SHALL BE MARKED-STREET LIGHTING·. 3. TOP OF VAULT SHALL BE SET FLUSH WITH SURROUNDING ADJACENT SURFACE. ,:, 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 PRIOR TO WORK. 7. ALL CONCRETE REPAIR WORK $H.6J.L BE DONE IN ACCORDANCE WITH THE AMER/CAN CONCRETE INSTITUTE (ACI) 301 , JUNCTION/ PULL BOX ----MATCH (E) FINISHED SECTION ~ SURFACE WARNING TAPE COMPACTED BACK FILL (90% COMPACTION) UNDISTURBED SOIL APPROVED BACKFILL. SEE NOTE 1 SAND BEDDING {N)1·112"DIA. GRCCONOUIT 1. TRENCH BACKFILL: CLASS II DR CLASS Ill AGGREGATE BASE AT 90% COMPACTION. NATIVE MATERl.6.LS MAY BE USED AS BACKFILL WITH WR I TIEN CONSENT OF AJE . NATIVE BACKFILL COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY SUITABILITY OF NATIVE BACKFILL PRIOR TO START OF CONSTRUCTION. 2. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION. J . ADJUST LOCATION OF TRENCH A.S RE OU IRED PER RE SUL TS OF UNDERGROUND SERVICE LOCATOR RES UL TS TO AVOID CONFLICT WITH EXISTING UTILITIES. <:, PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO WORK. 5. .6.LL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACl)JOl . UTILITY TRENCH =-J AMES VACCARO -A R C H I T E C T, I N C. •1100tlDEfWAT.UN1C •1 ~6o:,~1§f~~~11 FAX CLIENT @.) MODUS, INC. 2<10SfOCKTONSTRfET.lROFloo<I SANFRAM:1SC0,CA.lol1CII verizon .J VERIZON WIRELESS UH ... lCliEllDIUYl:,SUITEI W.\l.mJTCREE,tCA.9"1- ~ 0 51 I-~ <( f5 co 1->"'o N zWo <i: 0 w .....JU)...., et::~ ~5~~8 wo,"'03:,.:. o..o:Uiao ,;- ::::,cn ;;::p::~~ U 0.. 0 wh::Jo 10 Cl'.c,wco,- U.. ~c,j~~ Ill ID ~ 0 .. VI :, <D Z a. ~ ~ 8 . . ' REV I DATE 10/27120 17 I 90% CONSTRUCTION 2/81201 8 I 100% CONSTRUCTION J 41 1712018 100% CONSTRUCTION REV. 6121120 18 100% CONSTRUCTION REV. 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