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18-087 Encroachment Agreement, GTE Mobilnet, R.O.W. at 10041 S. De Anza Blvd.CU PER022 / 4 1771 6 ~-O.v1 .Af 100~1 s. u{-A/.J?II 61,1/D-CvP{rtot'f- ENCROACHMENTAGREEMENT l. <-1 This Encroachment Agreement ("Encroachment Agreement"), made this day of tit! r1 '( , 20 ___!__!_ ("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 Jers ey 07921 , hereinafter designated "Licensee": 1. Encroachnient Agreement. This is an Encroachment Agreement as referenced in that certain Small Cell License Agreement between Licensor and Licensee dated May 16, 2017 ("Agreement"). This Encroachment Agreement shall serve as an encroachment license. All of the terms and conditions of the Agreement are incorporated hereby by reference and made a part hereof without the necessity of repeating or attaching the Agreement. In the event of a contradiction, modification or inconsistency between the terms of the Agreement and this Encroachment Agreement, the terms of the Encroachment Agreement shall govern. Capitalized terms used in this Encroachment Agreement shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2. Project Description and Locations. Licensee shall have the right to use the ROW for a Small Cell at the designated areas in the ROW as fu1iher 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 I 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 ce1iificates, permits and other approvals ( collectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities, as well as a satisfactory fiber and electrical connection which will permit Licensee use of the Licensed Area as set fo1ih 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, lap ses, or is otherwise withdrawn or terminated by governmental authority; (iii) Licensee determines that s uch Governmental Approvals may not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in a satisfactory manner, or maintain any fiber or power connection ; o r (v) Licensee determin es that the Licensed Area is no lon ger technically compatible for its use, Licensee s ha ll hav e the right to terminate this Encroachment Agreement. Notice of Licensee's exercise of its right to terminate shall be g iven to Licensee in writing by certified I 02014307 I.d ocx mail , return receipt requested , and shall be effective upon the mailing of such notice by Licensee, or upon such later date as designated by Licensee. All rentals paid to said termination date shall be retained by Licensor. Upon such termination, this Encroachment Agreement shall be of no further force or effect except to the extent of the representations, warranties and indemnities made by each patiy 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 . APPROVED AS TO FORM CITY ORNEY 'S OFFICE . t-tA? v <2-4/"r' om Exhibits: Attachment 1 LICENSOR: City of Cupertino, a political subdivision of the State of California By: 0!!1~ Name: cN~o ~ Title : --c-,-,y--t!'.-IJ-G·-ri.J-'f:--{;=tl~---- LICENS EE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP, D/B/ A VERIZON WIRELESS by Cellco Paiinership, its General Paiiner By: Jc.o ~ ~ fl'wM--l- N ame : &'Ott &t9,lBri Title : l)fa:17(, Neru)a1:- Attachment 1 Licensed Area See attached. verizon " = __ JI r 1 • ' z STEVENS CREEK BLVD STEVENS CREEK BLVD SITE lg SCOFIELDR i~ SUNRISE DR ID 1~ lr 1.TJ [ii l.!ilii\*I.Ji1'i'J',,._ CUPERTINO ·l,j~ DIRECTIONS FROM VERIZON WIRELESS OFFICE WALNUT CREEK CA: HEAD NORTHEAST ON MITCHELL DR TOWARD OAK GROVE RD TURN LEFT ONTO OAK GROVE RO USE THE LEFT 2 LANES TO TURN LEFT ONTO TREAT BLVD TURN RIGHT ONTO N MAIN ST TURN RIGHT ONTO THE INTERSTATE 680 S RAMP TO OAKLAND/SAN JOSE CONTINUE ON l-680 S TO CUPERTINO. TAKE THE OE ANZA BOULEVARD EXIT FROM 1-280 N MERGE ONTO 1-680 S CONTINUE O NTO l-280 N USE THE 2ND FROM THE RIGHT LANE TO TME THE OE ANZA BOULEVARD E;ll;IT USE THE LEFT 2 LANES TO TURN LEFT ONTO NOE ANZA BLVD ·i~rn1~tffi•11.~a,i•t·i~t~ TITL E I SIGNATURE l DATE VERIZON PM --- VERIZON CM --- VERIZON RF --- MODUS PM MODUS CM -- UTILITIES --- LANDLORD/ PROPERTY OWNER ISi tc!l~P,.\ill:t31:JI,{• PROJECT DESCRIPTION THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNEO VVIRELESS TELECOMMUNICATION FACILITY CONSISTING OF AN ANTENNA ANO ASSOCIATEO EQU IPMENT ON AC1TY OF CUPERTINO STEEL LIGHT POLE IN THE PUBLIC RIGHT OF WAY. E,'!;ISTING POLE ANO FOUNDATION TO BE REMOVED ANO REPLACED VVITH NEW STEEL POLE ANO CONCRETE FOU NDATIO N. E,'!;I STING POLE FOUNDAT IO N TO BE OEMOLISHED TO A MINIMUM DEPTH BELOW EXISTING GRADE ANO ABANDONED IN PLACE. GENERAL SCOPE OF WORK 0 ANTEN N A AND ASSOCIATED EQUIPMENT INSTALL A NEW CYLINDRICAL ANTENNA AND EQUIPMENT ON A STEEL LIGHT POLE. INSTALLATION CONSISTS OF (1) NEW CYLINDRICAL ANTEN NA CONCEALED 'MTHIN NEW CONCEALMENT SHROUO AT TOP OF LIGHT POLE. (2) NEW RRUS EQUIPMENT CABINETS AND (1) NEWLOAO CENTER/ D ISCONNECT MOUNTED TO LIGHT POLE ANO ASSOCIATED PO'vVER , FIBER AN O COA.X.IAL CABLES ROUTED IMTHIN LIGHT POLE. 0 PAINT Al.LNEw EQU IPMENT AND MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE. INCLUDING ANTENNA SHROUD. MOUNTING BRACKETS. CABLE SHROUD/ S'vVEEP. RRUS UNITS. RRUS MOUNTING BRACKETS AND LOAD CENTER. 0 CABLING CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER VVITHOUT E-'CESS C ABLE LOOPS. 0 SIGNAGE FCC MAN DATED RF NOTICE/ WARN ING ANO SHUT-DOVVN SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS, TH E CITY OF CUPERTINO REQUIREMENTS. THE CALIFORNIA PUBLIC UTIUTIES CQMM1SION GENERAL ORDER 95 SECTION 94,5 AND PACIFIC GAS ANO ELECTR IC REQU IREMENTS. 1 ~-1-re11 • ARC HITECT JAMES VACCARO ARCH ITECT, INC. 411 DONO EE WAY, UNIT C PACIFICA. CA 94044 CONTACT: JAMES VACCARO. AlA CONTACT NUMBER: (415) 608-3670 FAX NU MBER: (415) 963-<1 471 EMAIL; JVACCARO@JVARCHITECT.COM SURVEYOR HAYES LAND SURVEYING AND MAPPIN G 2630 MADIGAN COURT CONCORD. CA 945 16 CONTACT: RICK HAYES CONTACT NUMBER: (925) 798--3591 EMAIL: RKSEYAH@COMCAST.NET STRUCTURAL ENGINEER JEFFREY M. VAN DYKE. S.E . 1470FELTAROAD HEALDSBURG. CA 95448 •NJ CONTACT NUMBER: (707) 696-3721 EMAIL:JEFFREY@STRUCTURALENGIN EERINGCONSULTING.COr.' AGENT PROJECT MANAGER MODUS, INC. 240 STOCKTON STREET. 3RD FLOOR SAN FR AN CISCO. CA 94108 CON TACT: KEVIN BOWYER PHONE: (408) 2 19-5442 EMAIL: KBOW'l'ER@MODUS-CORP.COM SITE NAME: SITE ID: LOCATION CODE: SF _CUPER022 CPSC022 417716 LTPL3231 24413 4993063026 ASSET ID: BADGE NUMBER: SERVICE ID: SITE ADDRES S: PUBLIC ROW ADJACENT TO 10041 S. DE ANZA BOULEVARD CUPERTINO, CA 95014 COUNTY: SITE TYPE: APPLICANT VERIZON VVIRELESS 2785 MITCHELL DRIVE. SUITE 9 WALNUT CREEK. C A 94596 CONTACT: JENNIFER HAAS PHONE: (650) 759-1377 EMAIL: JENN IFER.HMS@VERIZONVVIRELESS.COM AGENT MODUS. INC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO, CA 94106 CONTACT; KE.VIN BOWYER PHONE: (406) 219"5442 EM AIL: KBOWYER@MOOUS-CORP.COM PROPERTY OWNER CITY OF CUPERTINO CUPERTINO CITY HALL 103QOTORRE AVENU E CUPERTINO. CA 95014-3202 PHONE: (408) 777-3354 EMAIL : ENGIN EE RING@CUPERTlNO.ORG A.P.N .: OCCUPANCY TYPE: CONST RUCTION TYPE: ROW ADJACENT TO 359-06-016 NIA-LIGHT POLE 1N ROW TYPEV-8 ZONING JURIS01CT10 N: ZONING DESIGNATION: LATITUDE (NAO 83): LONGITUDE {NAO 63): GROUND ELEVATION· CITY OF CUPERTINO P(CG.RES) 37" 19' 19.65"N 122"01'57.04"W t:238.l 'AMSL 1-~elffeJIJ::re~f .. TN;C•'· :eni ALL \/YORK ANO MATERIALS SHALL SE PERFORMED ANO INSTALLED IN ACCORDANCE VVITH THE FOLLOv\1NG CODES AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION, NOTHING IN THESE PLANS IS TO SE CONSTRUED TO PERMIT \/YORK NOT CONFORM ING TO THE LATEST EDITIONS OF THE FOLLOVVING CODES ANO AUTHORITIES HAVING JURISDICTIO N. 2016 CALIFOR NIA ADMINISTRATIVE CODE. TITLE 24 PART\ 2016 CALIFORNIA 8U ILO ING CODE. TITLE 24 PART 2 2016 CALIFORNIA ELECTRICAL CODE. TITLE 24 PART 3 20\6 CALIFOR NIA MECHANICAL COOE. TITLE 24 PART 4 2016 CALIFORNIA PLUM SING CODE. TITLE 24 PART 5 2016CALIFORNIA ENERGY CODE. TITLE 24 PART 6 2016 CALIFORNIA FIR E CODE. TITLE 24 PART 9 ANSVTIA-222-G 2016 NFPA 10\, LLFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTRICAL CODE 20 16 NFPA 72. NATIONAL FIRE ALARM CODE 20 16 NFPA 13, SPRIN KLER CODE 2013 AASHTO LTS-6 STATE OF CALI FOR NIA GENERAL ORDER NO. 128 CITY/ COU NTY ORDIN ANCES AND CODES ACCESSIBILITY FACILITY 1S UN-M ANNEO AND NOT FOR HUMAN REOU IREMENTS:HA81TATlON. DISABLED ACCESS NOT REOUIREC IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2. VOL. 1. CHAPTER 118, OMSION 2. SECTION 11 8-203,5, 1SH EET NO. T-1 T-2 T-3 C-1 A-1 A-2.0 A-2.1 A-3 S-1 S-2 EP-1 EP -2 EP-3 SP-1 SP-2 SP-3 SANTA CLARA COUNTY STEEL LIGHT POLE SHEET TITLE TITLE SHEET SYMBOLS, ABBREVIATIONS GENERAL NOTES TOPOGRAPH IC SU RVEY. EXISTING CONDITIONS SITE PLAN, ENLARGED ANTENNA LAYOUT. ENLARGED EQUIPMENT LAYOUT ELEVATIO NS ELEVATIO NS DETAILS STRUCTURAL NOTES. DETAILS DETAILS SINGLE LINE DIAGRAM. EOUIPMENT GROUNDING DIAGRAN. UTILITY PLAN. CONDUIT SCHEDULE. C IRCUIT DIAGRAM OETAI LS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS II ~ REV. =-JAMES VACCARO A R C H I T E C T, I N C. •IIOOM>EEW1'V.UHTC P1'ClflCAIC ... t9,QU •l~ . .00.lo1DPH0t<E I •1$.9'3,U/I ~1')( MOCJVARCHffECT.COM www.Jv.r.,cHlltCI.COM "'11 @) MODUS. INC. 2,os~~!:c~~~;:1~00R verizon" VER IZON WIRELESS 218~f,jfTO.EtlDRIVE,SU1TE9 WALNUICREEK.CA94~03 = N N 0 0::: N w~ c.. u :::> (/) u 0.. ,u LL rJ) 0 l-o a:: z 1-:3;.,,j ~w O <C ~5~3~ <(0<(<1'.o ,Cilos:ro ~~6~~ S:~~o~ ~~ffiiil~ 0 ·O..::J ~ U) ::J a.. CD~ 0 2 ::J~ a.. a..~ <( Q ~ REV I DATE ISSUE 1012612017 J 90% CONSTRUCTION V9120 \8 I 100% CONSTRUCTION J/28'2018 [100°.4 CONSTRUCTION REV. IHE$EPI.ANSAAEtNSTRU1,jENTS0fSERVICEAf'.CIAAE ~~i~~f§liir~: SHHIIITLE TITLE SHEET T-1 ' "L" I! I 0 '" (N) ' I " ' AB AC AC NC ACT ADA ADJ ADMIN NE AFF AGL AHJ AlSC ALT ALUM AMP AMSL ANOO ANSI ANT APA ANO ANGLE AT BY C E NTERLINE DEGREE DIAMETER EQUAL E1,;ISTING FEET INCH(ES) NEW NUMBER PER PERCENT PLATE PLUS/MINUS ANCHOR BOLT ALTERNATING CURRENT ASP HAL TIC CONCRETE AIR CONDITION ING AMERICAN CONCRETE INSTITUTE ACOUSTICAL CEILING TILE AMERICANS Vv1TH DISABILITIES ACT A DJACENT ADMINISTRATION ARCHITECT/ ENGINEER ABOVE FINIS HED FLOOR ABOVE GROUND LEVEL AUTHORITY HAVING JURISDICTION AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM AMPERE ABOVE MEAN SEA LEVEL ANODIZE AMER ICAN NATIONAL STANDARDS INSTITUTE ANTENNA AMERICAN PL YVVOOO ASSOCIATION APPROX APPROXIMATE ARCH ARCHITECT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASH RAE AMERICAN SOCIETY OF HEATING, REFRIGERATING ANO AIR CONDITIONING ENGINEERS ASI ASSN ASSY ASTM AUTO AVE AVG AWG AWS ,,,, BIB BAT BATT BC BC BO BORY BITUM BKG BLOG BLK BLK.G BLT BLVD BM BOT BRG BRK.T BSMT BTWN BUR BW C CTOC CAB CBC cco CCW co ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS ASSOCIATION ASSEMBLY AMERICAN SOCIETY FOR TESTING ANO MATERIALS AUTOMATIC AVENUE AVERAGE AMERICAN 'MRE GAUGE AMERICAN WELDING SOCIETY AZIMUTH BACK TO BACK BATIEN BATIERY BETWEEN CENTERS BOLT C IRCLE BOAAO BOUNDARY BITUMINOUS BACKING BUILDING BLOCK. BLOCKING BUILT 60ULEVARD BEAM BOTTOM BEARING BRACK.ET BASEMENT BETVVEEN 8UILT·UP ROOFING 60THWAYS CHANNEL CENTER TO CENTER CABINET CALIFORNIA BUILDING CODE CONSTRUCTION CHANGE DIRECTIVE COUNTERCLOCK.Vv1SE CONSTRUCTION DOCUMENTS ABBREVIATIONS ~~:::~;TION ~~ CALIFORNIA ELECTRICAL E.X.T EXPANSION EXPOSED EXTERIOR EXTINGUISHER FAHRENHEIT FARICATE(O) CEC CODE CEM PLAS CEMENT PLASTER CERT CERTIFY CFC CALIFORNIA FIRE COOE CFICI CONTRACTOR FURN ISHED/ CFIOI CONTRACTOR INSTALLED CONTRACTOR FURNISHED! EXT F FAS FAA FDTN FE FF FF&E FLOOR AREA RATIO FOUNDATION FIRE EXTINGUISHER FINISH FACE CFM CHK CIR ~~~~~~~T;~~~~INUTE FH FIN FLASH FLEX FLR FLOUR FM FURNITURE. FIXTURE. AND EQUIPMENT FIRE HYDRANT FINISH CJ CJ Cl CLASS CLG CLR CM CMC CMU co COi COAX CONC COND CONN CONT COORD COR COOR CPT CS/ CSK CSMT CT CTG CTR CTRL cu CU YD cw CYL d 0 DBL DC DEF DEG DEMO DEPT OET OF DIA DIAG DIFF DIM DISC DIST DIV DL DMARC ON OR OR OS = E EA EE EF EF EFS EGR EIFS EJ El ELAST ELEC ELEM EMF CHECK CIRCLE CONSTRUCTION JOINT CONTROL JOINT CENTERLINE CLASS1FlCAT10N CEILING CLEAR CONSTRUCTION MANAGER CALIFORNIA MECHANICAL CODE CONCRETE MASONRY UNIT COMPANY CERTIFICATE OF OCCUPANCY COAXIAL CABLE CONCRETE CONDITION CONNECT CONTINUOUS COORDINATE CHANGE ORDER REQUEST CORRIDOR CARPET CONSTRUCTION SPECIFICATIONS INSTITUTE COUNTER SUNK CASEMENT CERAMIC TILE COATING CENTER CONTROL COPPER CUSIC YARD CLOCKVv'ISE CYLINDER PENNY (NAIL) DEPTH DOUBLE DIRECT CURRENT DEFINITION DEGREE DEMOLITION (DEMOLISH) DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIFFERENCE DIMENSION DISCONNECT DISTANCE DIVISION DEAD LOAD DEMARCATION POINT DOWN DINING ROOM DOOR DOWNSPOUT DRAVVlNG EAST EACH EACH END EACH FACE EXTERIOR FINISH EXTERIOR FINISH SYSTEM EMERGENCY GENERATOR RECEPTACLE EXTERIOR INSULATION ANO FINISH SYSTEM EXPANSION JOINT ELEVATION ELASTOMERIC ELECTRIC ELEMENT ELECTROMAGNETIC FREQUENCY ENGR ENGINEER EPA ENVIRONMENTAL PROTECTION AGENCY EPOM ETHYLENE EO EOUIP EOUIV EW EXCL POLYSTYRENE BOARD EQUAL EQUIPMENT EOU1VALENT EACH WAY EXCLUDE FO FO Foe FOF FOS FOW FP FP FR FR FRMG FRP FRT FRWY FT FT FT FT/LB FTG FURN FUT GA GA GAL GALV GB GC GEN GFCI FLASHING FLEXIBLE FLOOR FLUORESCENT FACTORY MUTUAL FIELD ORDER FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUD FACE OF WALL FIRE PROTECTION FIRE PROOF FIRE RATING FIRE RESISTANT FRAMING FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FREEWAY FEET FIRE TREATED FOOT FOOT/ POUND FOOTING FURNISH FUTURE GAGE GYPSUM ASSOCIATION GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GLU\.MI GLUED LAMINATED 'NOOD GSB GYPSUM SHEATHING BOAAO GSM GSM GALVANIZED SHEET METAL GLOBAL SYSTEM FOR MOBILE COMMUNICATION GUAR GUARANTEE GYP GYPSUM GYP BD GYPSUM BOARD GYP GYPSUM PLASTER HOG HOT DIPPED GALVANIZED HOW HARDWARE HEX HEXAGONAL HGR HANGER HLDN HM HORIZ HS HT HVAC HWY HYO /AO /BC ICC ID 10 10 IF IFS ILLUM IMED IN INCAND INCL INFO INSUL INT IR ISO ISO J-BOX JST K KIP KIT KO HOLODOWN HOLLOW METAL HORIZONTAL HIGH STRENGTH HEIGHT HEATING, VENTILATING ANO 'AIR CONDITIONING HIGHWAY HYDRANT INDOOR AIR QUALITY INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL IDENTIFICATION INSIDE DIAMETER INSIDE DIMENSION INSIDE FACE INSIDE FACE OF STUD ILLUMINATION IMMEDIATE INCHES INCANDESCENT INCLUDED INFORMATION INSULATION INTERIOR INSIDE RADIUS INTERNATIONAL STANDARDS CODE ISOMETRIC JUNCTION BOX JOIST THOUSAND THOUSAND POUNDS KITCHEN KNOCK.OUT L L LAO LAG LAM LAT LAV LB LBS LED LF LH LHR LHS LIN LK.NT LK.WASH LL LLH LLV LN LNG LOC LONG LT LTD LTE LTG LVO LVR MAINT MAN MATL MAX MB MC MOF MECH MEO MEMB MFR MFR REC MHZ MIO MIN MIRR MISC MK Ml MLOG MLWK MN MOO MOO BIT MR MS MSB MTO MTG MTG MTL MULL MULT MUT MW N NA NC NEG NFPA NIC NO NOM NORM NRC ANGLE LENGTH LADDER LAG BOLT LAMINATE LATITUDE LAVATORY LAG BOLT POUND LIGHT EMITIING DIODE LINEAR FEET LEFTHAND LEFT HAND REVERSE LEFT HAND SIDE LINEAR LOCK.NUT LOCK.WASHER LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LANE LIQUID NATURAL GAS LOCATION LONGITUDINAL LIGHT LIMITED LONG TERM EVOLUTION LIGHTING LOUVERED LOUVER MAINTENANCE MANUAL MATERIAL MAXIMUM MACHINE BOLT MC CHAN NEL MEDIUM-DENSITY FIBREBOARD MECHANICAL MEDIUM MEMBRANE MANUFACTURER MANUFACTURER'S RECOMMENDATION MEGAHERTZ MIDDLE MINIMUM MIRROR MISCELLANEOUS MAAK METAL LATH MOLDING MILLVVORK MAGNETIC NORTH MODIFY MODIFIED BITUMEN MOISTURE RESISTANT MACHINE SCREW MAIN SVVlTCHBOARD MOUNTED MEETING MOUNTING METAL MULLION MULTIPLE MUNT1N MICROWAVE NORTH NOT APPLICABLE NOISE CRITERIA NEGATIVE NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FENESTRATION RATING COUNCIL NOT IN CONTRACT NUMBER NOMINAL NORMAL NOISE REDUCTION COEFFICIENT NRCA NATIONAL ROOFING NS NTP NTS 0 1 010 0 oe occ 00 OF OF/Cl OF/01 CONTRACTORS ASSOCIATION NO SCALE NOTICE TO PROCEED NOT TO SCALE OVER OUT TO OUT OXYGEN ON CENTER OCCUPY OUTSIDE DIAMETER OUTSIDE FACE OWNER FURNISH ED/ CONTRACTOR INSTALLED OWNER FURN ISHED/ OWNER INSTALLED OFS OUTSIDE FACE OF STUDS OPH OPPOSITE HANO OPNG OPEN ING OPP OPT OSHA PAR PAA PAAT PAT PB PB PED PEN PERF PERIM PERM PERP PH PKWI PL PL PLAS PLAS PLAT PLYWO PN PNL PO P/>C PREFAB PRELIM PREP PREV PROJ PROP PSF PT PT PT PV PWR ac OTY OUAl R R RB RCP RO RO REBAR REC RECD RECP'T RECT REF REINF REM REO REQO RESIL REV RF RF RFI RFP RH RH RHR Rl RM RNO RO ROW RR RRU RWO RWL s SCH so SE SECT SEL SEP SF SHT SHTHG SIM SJ SK SKLT SLNT SLV SPEC SPKLR so OPPOSITE OPTIONAL OCCUPATIONAL SAFETY ANO HEALTH ADMINISTRATION PARALLEL PARAPET PARTIAL PATIERN PANIC BAR PULL BOX PEDESTAL PENETRATE PERFORATED PERIMETER PERMANENT PERPENDICULAR PHASE PARK.WAY PLATE PROPERTY LINE PLASTER PLASTIC PLATFORM PLYI/VOOO PART NUMBER PANEL PURCHASE ORDER POWER PROTECTION CABINET PREFABRICATE(O) PRELIMINARY PREPARATION PREVIOUS PROJECT PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT POST TENSIONED PRESSURE TREATED PHOTOVOLTAIC POLYVINYL CHLORIDE (PLASTIC) POWER QUALITY CONTROL QUANTITY QUALITY RADIUS THERMAL RES ISTANCE RUBBER SASE REFLECTED CEILING PLAN ROAD ROOF DRAIN SOFT SO IN ss ST ST STC STD STL STIF STOR STR STRUCT SUB SUP SURR SUSP SYM S'l'MM T T&B T&G "" TB TELCO TEMP THERM THK THRES THRU TMA TN TO Toe TOF TOF TOP TOPO TOS TOW TRANS TRANS TS TYP u UG UL SQUARE FOOT SQUARE INCH STAINLESS STEEL STAIRS STREET SOUND TRANSMISSION CLASS STANDARD STEEL STIFFENER STORAGE STRAIGHT STRUCTURAL SUBSTITUTE SUPPLEMENTARY SURROUND SUSPEND SYMBOL SYMMETRICAL TREAD TOP ANO BOTIOM TONGUE AND GROOVE TIME ANO 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 TYPICAL HEAT TRANSFER COEFFICIENT UNDERGROUND UNDERWRITERS LABORATORIES UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNLESS NOTED :~~:iSRE~NG STEEL BARS UON OTHERVVlSE UNLESS OTHERWSE NOTED RECEIVED RECEPTACLE RECTANGLE REFERENCE REINFORCE REMOVABLE REQUIRE REQUIRED RESILIENT REVISIO N RAD10 FREQUENCY RESILIENT FLOORING REQUEST FOR UTIL UV V VAR VCT VENT VERT VIF voe VOLT w UTILITY ULTRAVIOLET VOLT VARIES VINYL COMPOSITION TILE VENTILATION VERTICAL VERIFY IN FIELD VOLATILE ORGAN IC COMPOUND VOLTAGE WEST ~:i~:S~T~~ PROPOSAL W I w W/0 WIW "10E "1TH 'MTHOUT RIGHT HANO ROOF HATCH RIGHT HANO REVERSE ROOF LEADER ROOM ROUND ROUGH OPEN ING RIGHT OF WAY RAILROAD REMOTE RADIO UNIT REDVVOOD RAIN WATER LEADER SOUTH SCHEDULE SMOKE DETECTOR STRUCTURAL ENGINEER SECTION SELECT SEPARATE SQUARE FOOT (FEET) SHEET SHEATHING SIMILAR SCORED JOINT SK.ETCH SKYLIGHT SEALANT SLEEVE SPECIFICATION SPRINKLER SQUARE WC "" WFBM WI. 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DATE ISSUE 1012612017 I 90•.4 CONSTRUCTION 219/2018 100% CONSTRUCTION -~28120_!! 100•.4 CONSTRUCTIO_!o! ~ TH£S£P1.AN S AREINSTRUM(NISOFSERIIIC£Af.l0ARE ~~i1iiif§i{~: SHEEI III U: SY MBOLS , ABBRE V IAT IONS T-2 1 General Notes GENERAL NOTES 1, CONTRACTOR SHALL VERIFY ANO COORDINATE ALL NEW AND EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON 'MTH DRAWINGS ANO SPECIFICATIONS PRIOR TO BIDDING ANO START OF CONSTRUCTION. IF ANY DISCREPANCIES. INCONSISTENCIES OR OMISSIONS ARE FOUND. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED, IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING WITH 'MJRK. 2. DO NOT SCALE ORA'A'INGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER FOR CLARIFICATIONS. ALL DIMENSIONS SHALL BE FJELD VERIFIED BY THE CONTRACTOR ANO COORDINATED VIIITH ALL OF THE VVORK OF ALL TRADES. JF DISCREPANCIES ARE FOUND. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING FOR ClARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF ......::>RK. J. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE. NOTIFY THE ARCH ITECT/ ENGINEER OF ANY ABBREVIATIONS IN QUESTION . 4 , ALL MATERIALS FURNISHED ANO INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS. ANO ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES ANO COMPLY WITH ALL LAm. ORDINANCES. RULES. REGULATIONS. ANO LAI/VFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE IM:>RK. 5. ALL IM:>RK CARR IED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL ANO UTILITY COMPANY SPECIFICATIONS ANO LOCAL JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE CODE AND REGULATIONS. 6. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES. AND LABOR NECESSARY TO COMPLETE ALL 1NSTALLAT10NS AS INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT ANO MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFIC ALLY STATED OTHERWISE. 6, 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 PROV1DED AS REQUIRED BY LOCAL CODES. 11. THE ARCHITECT/ ENGINEER SHALL BE CONSUL TED IN ANY/ ALL CASES WHERE CUTTING INTO AN EXISTING STRUCTURAL PORTION OF ANY STRUCTURE IS NECESSARY. PRIOR TO PROCEEDING WITH WORK. 12. CONTRACTOR SHALL VER IFY ACTUAL ROUTING OF CONDUIT. POINER AND FIBER CABLES. GROUND CABLES AS SHOW-I. 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. LANDSCAPltlG AND 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 AND WASTE MATERIAL FROM THE OW-I ER'S PROPERTY TO A LAWFUU LEGAL DISPOSAL AAEAAND PAY ALL HAULING AND DUMPING COSTS. CONFORM TO PERTAIN ING FEDERAL. STATE AND LOCAL LAm. REGULATIONS ANO ORDERS UPON COMPLETION OF w:::>RK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN ANO FREE FROM DEBRIS. CLEAN ALL STAINS. PAINT SPOTS, DROPPINGS, ANO OTHER BLEMISHES. 15. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK AND SURFACES FROM DAMAGE DURING THE COURSE OF CONSTRUCTION AND SHALL REPLACE ANDI OR REPAIR ALL DAMAGED SURFACES CAUSED BY THE CONTRACTOR OR SUBCONTRACTOR PERSONNEL TO THE SATISFACTIO N OF THE OWNER. 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 IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS ANDI OR CONN ECTION, A MINIMUM OF 46 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE OVVNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION AND SHALL BE APPROVED IN ADVANCE BY THE OWNER. 18. ALL CONTRACTORS PERFORM ING '.\ORK O N THE SITE SHALL BE RESPONSIBLE FOR INITIATING. MAINTAINING ANO SUPERVISING A REASONABLE ANO PRUDENT SAFETY PROGRAM INCLUDING BUT NOT LIMITED TO THE ISOLATION OF 'NORK AREAS AND THE PROMPT REMOVAL OF ANY • DEBRIS OR TOOLS WHICH MAY ENDANGER THE P\JBLIC OR WORKERS. 19. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE ANO RELATED SERVICE CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES. 20. THE CONTRACTOR SHALL COORDINATE THE RE MOVAL. ABANDONMENT. ANDI OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW GRADE WITH THE RESPECTIVE UTILITY COMPANIES. 21. THE CONTRACTOR SH ALL PERFORM ALL WORK WITHIN PUBLIC RIGHTS-OF-WAY ACCORDING TO LOCAL JURISDICTIONAL STANDARDS ANO SPECIFIC ATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPR IATE AGENCIES. 22. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE(ACl)301. 23. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 24. THE EXISTING SITE IS IN FULL OPERATION. ANY CONSTRUCTION VVORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION . ANY VVORK MUST BE COORDINATED WITH THE OWNER. ALSO. WORK SHOULD BE. SCHEDULED FOR AN APPROPRIATE W1ND0WTO MINIMIZE DISTURBANCE. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY SUBST1TUTIONS, INCLUOING CHANGES IN PRODUCTS. MATER IALS. EQUIPMENT AND DETAILS OF CONSTRUCTIONS FROM THOSE SHO'A'N. 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 SUBSTITUTI ON NOT APPROVED IN WRITING BY THE ARCH ITECT/ ENGINEER PER SPECIFICATIO NS SECTION 01 25 00, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-AOR 2-N10-8C WlTHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE WORK AREA DURING CONSTRUCTION. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO PREVENT STORM WATER POLLUTION DUR ING CONSTRUCTION . 28. SHOP DRAWINGS SHALL 8E SUBMITTED FOR ALL EQUIPMENT AND MATERIALS 'A'HICH MUST INTERFACE AND COORDINATE vvtTH OTHERS. WHETHER DETAILED OR NOT. 31 . THE CONTRACTOR SHALL OBTAIN OSHA PERM ITS FOR ANY VERTICAL EXCAVATIO N OVER 5'..()" DEEP INTO 'A'HICH PERSONS MUST DESCEND. 32. ALL DISSIMILAR METALLIC MATERIALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. Wl-iETHER DETAILED OR NOT. 33. ALL V-.000 IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. 2 ,te Work Notes SITE WORK NOTE S 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES AN O 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 1N THE VVORK. SHALL BE PROTECTED AT ALL TIMES. ANO WHERE REQUIRED FOR THE PROPER EXECUTION OF THE 'NORK, SHALL BE RELOCATED AS DIRECTED BY CONSTRUCTION MANAGER ONLY UPON APPROVAL OF SPECIFIC UTILITY OWNER. E>iTREM E CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 3. ALL SITE WORK SHALL BE AS IN DICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 4, IF NECESSARY. RUBBISH. STUMPS. DEBRIS. STICKS. STONES ANO OTHER REFUSE SHALL BE REMOVED FROM THE SITE ANO DISPOSED OF LEGALLY. 5, ALL EXISTING INACTIVE SE\/1/ER. WATER. GAS, ELECTRIC ANO OTHER UTILITIES. 1/VHICH INTERFERE WlTH THE EXECUTION OF THE WORK. SHALL BE REMOVED ANO/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS 'A'HICH WILL NOT IN TERFERE \o\'ITH THE EXECUTION OF THE V-.ORK. SUBJECT TO THE APPROVAL OF CONTRACTOR. OWNER AND/OR LOCAL UTILtTlES. 6. CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATION OF E>i lSTING UNDERGROUND FACILITIES PRIOR TO ANY E>iCAVATION. 7. CONTRACTOR SHALL CEASE EXCAVATING IF UNIDENTIFIED UT1L1TIES ARE ENCOUNTERED. 8. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWN ER OF E;,r.:CAVATION DAMAGE ANO TAKE STEPS TO MtTlGAT E DAMAGE ANDI 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 E>il STING SITE DURING CONSTRUCTION. 11. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH VERIZON WIRELESS AND AUTHORITY HAVE JURISDICTION SPECIFICATIONS FOR S1TE SIGNAGE. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO E>il STING SITE DURI NG CONSTRUCTION. EROSION CONTROL MEASURES. IF REQU IRED DURING CONSTRUCTION, SHALL BE IN CONFORM ANCE WITH THE LOCAL GUIDELINES FOR EROSION ANO SEDIMENT CONTROL. CONCRETE NOTES 1. ALL POURED-IN-PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. UNLESS OTHERWISE NOTED (DESIGN BASIS 2.500 PSI-NO SPECIAL INSPECTION REQUIRED). CEMENT TO BE TYPE 11 FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL. ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND IN SPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PR IOR TO THE POURING OF ANYCONC~ETE. 4, NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS. 5. FORM EXPOSED CORNERS OF COLUMNS. BEAMS. WALLS. ETC. WITH 314 INCH CHAM FERS UNLESS DETAILED OTHER\o\'ISE. 6, PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. Rei rcing otes I REINFORCING STEEL NOTES 1. RE INFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 U.0.N. 2. BARS SHALL BE CLEAN OF MUD. OIL OR OTHER COATINGS UKEL Y TO IMPAIR BONDING. 3. All REINFORCING SHALL BE SECURED 1N PLACE PR IOR TO PLACING CONCRETE OR GROUTING MASONRY. 4, REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY TH E STRUCTURAL ENGINEER. 5 Steel Notes STEEL NOTES 1. ALL STRUCTURAL ANO MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A·36 AND SHALL BE FABRICATED ANO ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BU ILDINGS. LATEST ADDITION. 2. BOLTS SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 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 IM:ATHER, {INCLUDING NUTS, BOLTS, WASHERS) SHALL BE HOT·DIP GALVANIZED AFTER FABRICATION, 6. INSTALLATION OF CONCRETE EXPANSION/Vv'EDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDE D PROCEDURE. THE BOLT. DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT 11',/lTHOUT PRIOR CONTRACTOR APPROVAL 'A'HEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORM ED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. 6 We ding Notes WELDING NOTES 1. THE QUALITY OF MATERIALS AND THE FABRICATION OF ALL WELDED CONNECTIONS SHALL BE IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE. AINS 01 .1 LATEST EDITION. 2. SPECIAL IN SPECTION OF IM:LDlNG PER SECTION 1704 IS REQUIRED. A QUALIFIED ANO CERTIFIED INSPECTOR SHALL BE PRESENT DURING SHOP ANO FIELD WELDING OPERATIONS UNLESS OTHERWISE NOTED AND SHALL INSPECT ALL THE WORK AS REQUIRED BY AWS 01.1 . SECTION '· 3, SPECIAL INSPECTION NEED NOT BE CONTINUOUS FOR THE FOLLOWING ITEMS. PROVIDED THE MATERIAL. QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF V-.ORK: PERIODIC INSPECTIONS MAY BE MADE O F V-.ORK IN PROGESS AND A VISUAL INSPECTION OF ALL 'M:LOS IS STILL REQUIRED. 1. SINGLE-PASS FILLET WELDS NOT E)(.CEEDING 51161 NCH. 4. INSPECTORS SHALL POSSESS AND BE FAMILIAR WITH THE APPROVED WELDING PROCEDURE SPECIFICATION S (WPS). 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS USING PRE•QUAUFIEDWELDING PROCEDURES. 6. THE INSPECTOR SHALL CONFIRM THE QUALIFICATION OF'v\'ELDERS. THE USE OF AWS QUALIFIED PROCEDURES. THE MANUFACTURER'S RECOMMENDED USE OF AUTOMATIC EQUIPMENT AND THE PROPER USE OF PREHEAT. IF REQUIRED. amtmg otes · . PAINTING NOTES 1. EXTRA MATERIALS: DELIVER TO OWNER 1 QUART OF EACH COLOR ANO TYPE OF FINISH COAT PAINT USED ON PROJECT. IN CONTAINERS. PROPERLY LABELED AND SEALED. 2. MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHERIMSE. 3. M ATERIAL COMPATIBILITY: PROVIDE M ATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER ANO VIJITH SUBSTRATES. 4, FOR EACH COAT IN A PAINT SYSTEM. PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR USE IN PAINT SYSTEM ANO ON SUBSTRATE INDICATED. 5. REMOVE HARDWARE. AND SIMILAR ITEMS THAT ARE NOT TO BE PAINTED. MASK ITEMS THAT C ANNOT BE REMOVE D. RE INSTA LL ITEMS IN EACH AREA AFTER PAINTI NG IS COMPLETE. 6. CLEAN ANO PREPARE SURFACES IN AN AREA BEFORE BEGIN NING PAINTING IN THAT AREA. SCHEDULE PAINTING SO CLEANING OPERATIONS WILL NOT DAMAGE NEl/oJL Y PAINTED SURFACES. 7. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 8 . A PPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING. HOLIDAYS, LAPS. BRUSH MARKS. ROLLER TRACKING. RUNS. SAGS. ROPIN ESS. OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LIN ES AND COLOR BREAKS. 9. IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH TOPCOAT. APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH. COLOR. AND APPEARANCE. 10. SEE SPECIFICATIONS SECTION 09 90 00 FOR PAINTING ANO COATING SPECIFICATIONS. LI GH TING NOTES 1. LU MINAIRES. JUNCTION BOXES. \0 1/2" RIGID METAL CONDUIT. 1-112" PVC CON DUIT. ANO POLES SHALL COMPL YWITH SECTION 66 OF THE CALTRANS STANDARD SPECIFICATIONS AND CITY OF CUPERTINO STANDARD DETAILS. 2. LUMINAIRES MAY BE CUT OFF. TYPE M-11 OR M-Ul 1.E.S. LIGHT DISTRIBUTION. UNLESS OTHERWISE NOTED. AT CUL·DE-SACS USE TYPE M-111 OR BETTER, UNLESS OTHERWISE NOTED. 3. THE SERVICE SUPPL YING ELECTROUER CIRCUIT SHALL BE FUSED AND GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AT THE FIRST JUNCTION BO.X.. AN ADDITIONAL FUSE IS REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR. CONDUCTORS SHALL BE 118 THW UNLESS OTHERVVISE NOTED AND ALL SERVICE SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCATED AT THE LUMIN AIRE UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL OBTAIN A SERVICE POINT CONFIRMATION AND A CLEARANCE FROM THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT PRIOR TO INSTALLING ANY FOUNDATIONS. POLES. CIRCUITS AND CONDUCTORS. UNDERGROUND SERVICE ALERT SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTIL1TlES. 5. PRIOR TO PLACIMG ANY WORK OTHER THAN CURB AND GUTTER, THE CONTRACTOR SHALL SUPPLY THE CITY OF CUPERTINO PUBLIC IM:>RKS DEPARTMENT WITH A PACIFIC GAS ANO ELECTRIC COMPANY ELECTRICAL PO'M:R DESIGN WITH ELECTRICAL SERVICE POINTS AND POLE NUMBERS. 6. A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER IS REQUIRE TO ENERGIZE ANY ELECTROLIER OR EOU IPMENT (PROVIDED 6Y THE CITY OF CUPERTINO AFTER COMPLETION AND INSPECTION FOR SUBMITTAL TO PACIFIC GAS ANO ELECTRIC). 7. 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 ANO ELECTRICAL INSPECTIONS. 6. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER'S SUBMITTAL$ FOR ALL N EW LUMJNAIRE.S. 9. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. =-JAM ES VACCARO A R C H I T E C T, I N C. •1100NDEEW,._Y,UNIIC ~"'CtF IC"' I C"' 19•0" •l~.-.J•!OPHONE l •l$,9tJ••llf"'X MOaJV"'RCHIIECl.COM WWW,JV,.RCttflfCT.COM ---9~ MODUS . INC-. - z•o STOCl(\'QN STREET JRO FLOOR SA,N FRANCISCO, CA 9• IIHI verizon" VERIZON WIRE LESS 278'MI TCHEllORIVE,SU1TE 9 W/\LNUT CREEK.Cll04~94 CONsu(TANTS N N 0 0:: N w 8l a. u ::J Cf) (.) 0.. ,u u.. Cl) 0 f-o o:: z f-:!; " t'.i ~~a~ W::)~OOO ~0-,: <( 0 ,rous:ro ~r'So~~ s:~~(.)~ ~~[Ji~~ (.) . a. :J ::i U) ::) a.. §5 gu~ a. 0 <( ® . . REV I DATE ISSUE 10. ALL OVERLOAD PROTECTION (FUSES) SHALL BE 10J2612017 90% CONSTRUCTION SIZED IN ACCORDANCE 11',/lTH THE NATIONAL 21912018 100% CONSTRUCTION ELECTRICAL CODE. 3 3126/2016 100% CONSTRUCTION REV. \ 1. VIIHENEVER AN INSTALLATION IS N EAR ANY OVERHEAD WIRES/ CONDUCTORS, A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS ANO 1--t---t------- ELECTRIC PRIOR TO INSTALLATION, THCSEPv.NS"-RE INSTRU MENT SOfSER\IICEMOIIRE FOR THECI.IENrSuSESOI.ELr Vl11HRESPECTT01H1S ~i:ri':~H~=~;,\~?a~E =~,e~~~J611~e~~~:~:~1~l~~~:c .. GENERAL NOTES T-3 STEVENS CREE K BOULEVAR D EX/STlNG BIJLDING -= EX/STNG BIJLDNG CONCRETE SURFACE """ -·« ,1~/l!//,l,I,/ """ -- ,\ \ \ \ \ \ \ EX/STlNG 8f.LJJING I/ =--~ =::1: ~ 1~ """ ~1· / ~ ~ . --'11; i /.i ~ ~i ::JI ~ == -=~ PRO JEC T AREA 10 SCALE A ~ < > i:.::i .....:1 ;:::, 0 i:o -c:i:: N z < i:,::i A ::r:: E--< ;:::, 0 C/J PROPERTY INFORMATION a= __c:;u>Efl022 SfTE, ~CP~S,,,COe,2"'-2 _______ _ 10041 SOU TH DE ANZA BOULEVARD CUPERnNO CA 9501:f BASIS Of BEARING BEAAINCS SHOWED H(R(ON ARE BASED UPON U.S. STAlr PLANE NA05l COORDINATE S'YSlEM SIMl;~m;coomNNJlll;:to,,t;\ DETERMINED BY GPS 08SERVATIONS. BENCHMARK ELEVATION ESTABUSHm FROM CPS DERl'ltD ORlHOMETRIC HEIGHTS, APPl..'tlNC CEOID 99 SEPARATIONS. CONS11VJMINC TO HCS CONTROL STATION 'LUTZ' ELEVATION •4.50.0' (HAV088) SURVEY DATE 8/30/16 SURVEYOR'S NQJES AU. E>SEMtNTS CONTAINED t,1 SAID llTU'. REPQRT Af'f'ECllNC 11'1£ lt.!MEDIATE AREA SURROUNDING lHE LL\SE HAVE BEEN PLOTIED. SI.JR",£YOR HAS NOT PERFORMED A SEAROl OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN mu: ISSU[D. lHE BOUNDARY SHOYIN HEREON IS PLOTim FROM RECOOO INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY Of TMC PROPERTY. """"' -- UTILITY NOTES SURvtYOR DOCS NOT CU,t.R AN TEE lHAT ALL UTILITIES ARE SHO'MII OR l}jEJR LOCATIONS. IT IS lliE RESPONSIBILITY OF' lliE CONTR ACTOR ANO DEVELOPER TO CONTACT U.S.A. ANO ~ OTHER INVOLVED ACENCIES TO LOCATE ALL UllU11ES PRIOR TO CONSlR\JCTlON. REMOVAL. REl..OCATION AOO/ OR REJ>l.ACDIENT IS THE R£SPOHSIB1UTY OF' THE CON1RACTOR. LEGEND . f ~ C(QJOC COOROIHATCS #SPOTDLYATICli 1i>-DISHAN'ID*I"' ~ WATVICCNTRCJ.VAl..1/(. ~ ~~ • F"OUND~N01£D 'O., """"" Q UCH T POI.L El DLCTRICAL TRAHYCRMIJI ~ ~~l~t ~ TD.D"HONtVAU\.T tn.D'HOHC 11,\Nlle)I.L CASVAl..1,1[ o• CASWETtR ---PROPDtTYUNC ---CHNH LINK ~CE GRAPHIC SCALE ;.._._.'_i--{ 1i!.c:~)ri. -----\\ ___ rn -· ---.. \ COORDINATES I A TAKEN HERE AT 1 I ~ CENTER,(!f,.~TORS t 1 < . ~ > (NAD tJ:JJ ,22· o,· $7.04. ; I I I i:,::i D<l$TWC GROIJHO El.EVA'TKIN: .....:1 PAVED ~0:: :m:;:_::;~ 7!t PaNr. i: ;:::, I/'/;-,-l! ~ 0 i:o < N z < i:.::i A ::r:: E--< ;:::, 0 C/J =~ 1 \111 PAVED SURFACE \\ D PA~ SURFACE /! ~ I ~ ! EX/S TNG g BlJLDNG ,)-a 5 _i OVERALL VIEW 20 SCA LE " ?.? ~ f L ~.;t,~--;-...,r ~ -, I ;_ ,. VICINITY MAP N.T.S. 1o-ortrf'aL1«;11f"OHr mo Of'SDtSOfl'-.J2.l'Ali. f'OI.LrD"OIAMC/flr-J/~ ----a..-.tt.1'Aa. ----a...-1of.,'AO. EXISTIHC CROUNO ClLVAl\ON: AT BASC Of-" Lr POt.E-2~1' N,JSL POLEDETAL 5 SCALE 1"-5' N W*E s ~ 'tf b! ~ J ~ ~~i ~ '11 i~;;; :C 3 <:r: §~i t: 0 N ·-1.. ~ ~ °' ~~ ><o ~~~ .. JL..:.l ~ d~ C"";l::::: z u ~G U;-o,.O\ i3~5- '"' -<I" 1..1.. ~ ~~~e ;a ~ ~ 0 ~ c.Q Q :£ OC\JQQ::;-C ~ ~=;:: u e~~~g r,._i~gg~ "' -., ~ 8 ) I .. ~n ~~ I .j h : @;~ " <l RELOCATE,-~c+--~,+--!j.- NEV';SPAPER VENDING MACHINE TO PROVIDE 4'-0" MIN. ACCESS IBLE SIDEWALK CLEARANCE PER PROWAG R301.3.1 FROM (NJ POLE LOCATION i 4 ~ . ~ @ m ffi Cl 18 !; ! i 8 15 . sf o::E :l .Eb.. 'y' ~11-0 I ;~ @. DEMO (E) POLE CONCRETE FOUNDATION TO A DEPTH OF 12" M IN. BELOW GRADE. DISCONN ECT, CAP & MAKE SAFE (E) CONDUIT & CONDUCTORS & ABANDON IN PLACE. PATCH/ REPAIR (E) CONCRETE SIDEWALK IN KIND ~, ........... /~ I (EJSTEELSTREETLIGHT POLE TO REMOVED (N)N-16STREETLIGHT~ VAULT. VERIZON S-1 EP-2 EP-3 VollRELESS POVl,'ER P.O.C. (NJ STEEL STREET LIGHT@ POLE & CONCRETE 2 FOUNDATION 5,1 ~l.!/::!L r--t':1Pi1~~IRE& CONTROLLER "f"l (NJVERIZON'NIRELESS ~ CYLINDRICAL ANTENNA~ (CONCEALED 'MTHIN (NJ SHROUD) (NJ VERIZON WlRELES@ "II, 1«vo FRP CONCEALMENT A-J ~Vf'1,, SHROU~ ~ ~ 0 O'. <( > UJ ..J :::, 0 ID <( N z <( UJ 0 :,: I- ::, 0 II) ENLARGED ANTENNA LAYOUT s- ; ~ \/'vi_"'-/\~ 2 ~ @ t;; < ~i SQ @:II) /\.Eb.. L.l ~ <7. ,-1--------l----l-oeMO (E) POLE CONCRETE m . 0 FOUNDATION TO A DEPTH OF 12" MIN, BELOW GRADE. DISCONNECT, CAP & MAKE SAFE (El CONDUIT & CONDUCTORS & ASANDON :~rc~~~~~1c;,~~;.:A~~ C IN KIN D 0::: +--t--+-----+(E) STEEL STREET LIGHT POLE TO REMOVED ~+------+(N) N-\6STREET LIGHT VAULT. VERIZON Vo/lRELESS POV\IER P.0.C. r==t==i 1 .... 1 1 (N) VERIZON WIRELESS RRUS UNIT. TYP. OF (2) TOTAL (ON OPPOSITE SIDES OF POLE) ~ A-lA.JS-1 '-,'-+----+----+ (N) STEEL STREET LIGHT POLE & CO NCRETE LU FOUNDATIO N ~ (N) "WRONG WAY'~ SIGN(RS-\bSIGN)~ <( > w ..J :::, 0 ID <( N z <( UJ 0 :,: I- ::, 0 II) ENLARGED EQUIPMENT LAYOUT ,. SCAL E: ~· 2· 2 3 A PN 3 s 9 :-oa-=-o 1 9 1~'·'1 · \!:.'· ~L-Ji ,. i! .. 1,,, ,. NOTES: +-fi;.. ··-~·-··-··-··-··-·~-·-··,~~-- :iL~·- 1, EXISTING UNDERGROUND SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE ONLY ANO SOLELY BASED ON CLIENT PROVIDED INFORMATION. IT IS THE CONTRACTOR'S RESPONS IBILITY TO DETER MIN E THE ACCURATE VERTICAL ANO HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING SUBSURFACE UTILITIES ARE SHOWN. 2. SEE SITE V\IORK NOTES ON SHEET T-3. - >\ ) (I° _. .111 , ""r;' ~"' If I I / ~ ~ HJ .@ ' APPROXIMATE •!~I LOCATIONOF(EIUG ~' • • i ELECTR ICAL CONDU IT ,jl ' ' APPROXIMATE ~~-• i ;~:~~~i:T~~)GUG ~:t"" . ! CONDUIT/ CONDUCTORS ,~ • : APPROXIMATE LOCATION ~: :; I OF (E) UG COMMUNICATION f.!! ~. j CONDUIT(S) (E)SIGN • • (E)LIGHT -§~11··. :i . Ji}.• ~&:>LE I tJ' .. A-2.1 t ,:. (E) CUPERTINO *J·l" COMMUN ICATION VAULT .~ APN 359:-0S:-018 ~ Y (N)SPEEDLIMIT ~ J # ----... PAVEMENT MARKING, ' J I :~~ i~~~·1 i1~*~~~ AS t, t! I· DESIGNATED BY THE CITY fr, [i<' ..._ OFCUPERTINO) I 'I _11 .' I I I I I ·--~ ----~ I' 0 I:!: w '~. •• ' 3 I·~ • A-1 A-1 ii, 5 ( . ; (NJ VERIZON W IRELESS . , EQ UIPMENT/ ANTENNA ~ ~ • k ~~~t16°tM~~T STEEL 1-:J. STREET LIGHT POLE ];.' • /'"',.._ BADGE #24413 f" -~ , !~~ ~ J, 1!:•. . ~ ':r~· ,, ~ 4~ 8 .11g ~ ~I:€ J1 Q '::· !·~l·· Ji· ·ii ·. ~ ·rr . ~rfj,1 ·: Vfv f .·I II -~-~ .. 1 1 ~ , ••.• . 2 .: . <tJ! I· z -1~ • I'~ ;J: '. "i:· Ji 1:r .. ~ ,1:. »r,::;,4\ "~ ~r I t , .. ' 0 O'. <( > UJ ..J :::, 0 ID <( N z <( UJ 0 :,: I- :::, 0 II) (El TREE. TYP. SITE PLAN SCALE: ~·· ,. =.. JAMES VACCARO A R C H I T E C T, I N C. •IIDOl'IDEE WAr.Ul'IIIC PACIHCAICAl9•0•• •l),6Q6,lo10PHOl'IEl <l5,963.U 71FM lt1FO "''JY ... RCHnECT .COM WWW ,JVARO!nECT.COM 1<0 STOCII.TOl'I STREET. 3RD FLOOR SANFRANC1SCO.CA,,UMI verizon" VER IZON WIRELESS 218'MITCHEllDRIVE,SVITE9 WALNUTCREEK..O.V•~N CONSULTANTS N N 0 0:: N w8 c.. u :::, U) () 0.. ,u LL CJ) 0 f-- 0 Cl: z f--<( w ~iii ~ '.:i w S ~Oco ;io<<;; ..., (Il u ~ co ~ ;'5 0~ :% ~:i ~u~ ~~ffiiill:! u . a. ::J ::i (J)=:,o_ (Il ~ u .. ::J <t z o_ g ~ ® . . . REV I DATE ISSUE 10/26/2017 I 90% CONSTRUCTION 21912018 I 100% CONSTRUCTION _¥?:8/2018 1100% CONSTRUCTION R~~ THESEPLANSAREINSIRUlolf NTSDl'SERVICEANC)ARE FOHTHEC:UENTSLISESOI..ELY'AITHRES?ECTTOTH!S PROJECT. THESEPLANSSHAI.LNDTBEAtTERED /.IOOIFIEDDAREPROOUC:ED INPARTDRIN V'iHOlE ..... ,;:i;:,~~ ~~T:l~'i}ee:~~H~~ ~~ARE COP YRICHT2019JAMES VACC0.ROARCHIT ECT,INC. l~E! IITLE SITE PLAN , ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 ~~N~i~~~lg~L~~~~~~~ ~ (CO NCEALEO VVITH IN SHROUOJ Cu(NJ FRPCONCEALMENT ~SHROUO tfif!iJ tN) VERIZON VVIRELess-K!l:I OIPLEXER (CONCEALED 'MTHIN SHROUD) _I9P_ O_F___Q!~ ~ON~Al_MENT SH!t_OUO :tJs·.rA.G.t. RAD CENTER OF (N) VERIZON WI RE LESS CYLIN DR ICAL ANT ENNA (NJ LEDLUMINAJREl.J CONTROLLER (N)6'STEEL MAST ARM ~ \ TOP OF (NJ LUMINAIRE $ ~ <.:..: :1:32'.()"A.G.L. ~(N)WIRELESS METER~~ TOPOF(N)LlGHTPOLE $ ~(CONCEALED VVITH IN SHROUD) :t30'·2" A.G.L. (G(NJ SHEET METAL· ~SKIRT ~ (N) VERIZON 'MRELESS r:::EV CAUTION SIGNAGEI DECAL ~b~~~T;~,L~l;?=~~R-------1+ RELOCATED MOUNTIN:t~:.~:"~~~Z. $ FLEX" BY BANNER 'A'ORKS OF FLOR IOA(Bll0-43&-0351) OR APPROVED EQUAL. TYP. OF(2) RELOCATED MOUNTl~~s~~!'~~~Z. $ J~N) RRUS UN IT TOP OF {NJ SIGN .t13'·1"A.G.L. BOTIOM OF (N) SIGN :tW-t"A.G.L. 80TIOM OF {N) RRUS UNITS 1-P:.i"-A.G:L. TOP OF jN\ LOAD CENTER/ DISCONNECT 2:10·.o·AGT. BOTTOM OF (NJ LOAD CENTER/ DJSCONNECJ_ :t9'-0"-AG.L. I 11 (E) NEWSPAPER (NJ CONCRETE:----+-- FOUNDATION (BY VALMONT INDUSTRIES, INC.) PROPOSED SOUTH ELEVATION VENDING MACH INE S OUTH 1fEAN2ABOULEVARO N OTES: E)GRADE 0'-0" 1. REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA MODIFIED TYPE 15 POLE BY VALMONT IN DUSTRIES. INC. 'MTH SINGLE ARM ASSEMBLY (ARM LENGTH TO MATCH EXISTING). 2. EX IST ING POLE MOUNTED SIGNAGE SHALL BE RELOCATED TO NEW POLE. 3. REPLACEMENT MAST ARM AND LU MINAIRE SHALL BE ORIENTED PERPE NDICULAR TO CEN TERLIN E OF EXISTIN G ROADWAY. 4, DE MO EXISTING EXISTIN G SIDEWALK TO EXISTIN G CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING POLE FOUNDATION AND PLACEMENT OF NEWFOUNOATION. REPLACE EXISTING SIDEWALK IN KIND. SCALE : 112"'=1 ·.o"'I I· Y 2 (E) BANN ER MOU NTING BRACKET. TYP. OF (2) TO BE REMOVED. PROVIDE WINO SPILLING BANNER MOUNT, TYP. OF "BANN ER FLEX" BY BA NN ER VIJORKS OF FLORIDA (800-436-0351) OR APPROVED EQUAL ON REPLACEMENT POLE (EJ STEEL LIGHT POLE & FOUNDATION TO BE REMOVED & REPLACED (E)LUMINAIRE~ (EJ6'STEEL~ MAST AR M I I I (E) NEVVSPAPER VENDING MACH INE .--·--TOP OF /Eii~~l~~C. $ TOP OF (E) LIGHT POLE :t3(1-1"A.G.L. (E) MOU N TI ~~,~~~~~~ $ (E) MOUNT~1~ •• ~~:'~6~t $ TOP~:1~,A~~~ $ BOTIOM OF (_E\ SLG N $ :tT.(J'A.C.L. E)GRADE S OUTH OE AN ZA BOULEVARD EXISTING SOUTH ELEVATION 1'2"' .. 1'.0~ ~ .;--JAlv\ES VACCARO A R C H l T E CT, I N C. •IIOONDEEWA1,IJNIIC ,ACll'ICA ICAl9•0•• ,11-.u,orttoNl:1 ,1~uJ.,,,1 FAJI. l'IFQeJVAJICMnEC"I.COM .... ww.JYARCMU[Cl COM MODUS. INC. 2~0 s;,.~~!~::s~~~ c..::~:OOR verizon" VER IZON WIRELESS 21!:A~~~~~~~~~N~ :~~ 9 CONsultANTS N N 0 0:: N w~ c.. 0 ::J (f) (.) 0.. 10 LL en 0 f-o a:: z r-;:;"~ ~~o ~ w=>~oco ;,lo<(<(o --, "'0 s: <X) ~.:S o ~~ S:~~o~ ~~ ffi ~~ 0 . Q. ::::J :::::i C/) => a.. "'~oz => g a.. Q. 0 <( ® . . . REV I DATE ISSUE 10ll612017I 90"-"CONSTRUCTION 219'2018 I 100% CONSTRUCTION 3128/20 18 l100'%CON~~-UCT10N__REV. ~:sf~:::! ~~r~~,~~~ :i::gT~ r~! PROJECT. THESE l'lAtlS SHAI.L NOi BE ALIEREO. MOOIF!EO OR REPRCIOUa:0 IN P"RT OR IN 'MtOI.E \',Ill.CUI ~IOR ~nett CONS ENI . THESE PLANS ... RE FORMAHEO 10 BE FULL.:llZE Al AAC!i D2t'::l.3G'. COl'TRIGl<l2'010JAMESVACCAROARCHITECT I/IC. ELEVATIO NS A-2.0 TOP OF (N) CONCEALMENT SHROUD t35'-7"A.G.L. RAO CENTER OF (N) VERIZON ~ 'MRELESS CYLINDRICAL ANTENNA NJ LEO LUMINAIRE & (N) VERIZON 'MRELESS~8 CYLIN DRICAL ANTENNA A-3 A-3 (CONCEALED WITHIN SHR 0) (N) FRPCONCEALMENT /7 SHROUD "' TOP OF (Nj LUM INAIRE t32'-0"A.G.L. TOP OF (N) LIGHT POLE "'t30'·2"A.G.L. C ~ONTROLLER RIZON >MRELES~ r''',':::f 1=~~·-,e::: .. Qb) ~ jl (CONCEALESMETER 4 7 ~j ., (NJWIR';i'.isoWITHlN A-3 A-3 c:== , f,;'.'~u'o, "' RELOCATED MOUNTING BRACKET t22'·1"A.G.L. "' =1E;.~~~~. MOUNTING BRACKET "' TOP_O_F (N) RRUS UNITS/ TOP OF (NJ SIGN \3'-3"A.G.L. 0 BOTTOM OF (N) RRU S UN ITS 11'-'l"A.G.L. TOPI BOTIOM OF SIGf:IS t10·-:-s--AGT. "' TOP OF jN) LOAD CENTER/ DISCONNECT :t\O'-O"A.G.L. BOTIOM OF (N) LOAD CENTER/ DISCONNECT t9'-0"A.GT. ~---1 TAL~ (NJ SHEET ME "9 SKIRT (NJ VERIZON WRELESS ~ CAUTION SIGNAGE/ DECAL~ (NJ WINO SPILLING BANNER MOUNT. TYP. OF "BANNER FLEX." BY BANNER V.ORKS OF FLORIDA (800-438-0351J OR APPROVED EQUAL. TYP. OF (2) (NJ STEEL LIGHT POLE (E) NE'WSPAPER I I I VENDING MACHINE E)GRAD E SOUTH OE A N ZA BOULEVARD PROPOSED NORTH ELEVATION j {E) CONCRETE j SIDEWALK I -+--(NJ CONCRETE j ~~~:g~~ION {BY I INDUSTRIES. IN C.) I i TOP OF (E) LUMINAIRE t32'·1"A.G.L. TOP OF (E} LIGHT POLE 1J0':-1 ·A.G.L. "' (~) MOUNTING BRACKET t21 "-8"A.G.L. lb :~)AMOUNT]NG BRACKET .. , .• •11"A.G.L. 0 TSlf'._O_F (E_) SIGN :18'~"A.G.L. BOTIOM OF jE) SIGN :1T-O"A.G.L. EJGRAOE o·-o· ® ... '-'~ (EJ NEWSPAPER I I VENDING MACHINE SOU TH OE ANZA BOULEVARD 2 1 EXISTING NORTH ELEVATION (E) BANNER MOUNTING BRACKET. TYP. OF (2) TO BE REMOVED. PROVIDE VVINO SPILLING BANNER MOUNT. TYP. OF "BANNER FLEX" BY BANNER VVORKS OF FLORIDA (800-438-0351) OR APPROVED EQUAL ON REPLACEMENT POLE (El STEEL LIGHT POLE & FOUNDATION TO BE REMOVED & REPLACED SCALE: =-JAMES VA CCARO A R C H I T E C T, l N C. •IIDOl"OlEWAT,IJN!IC rACll1CAICA1 9<0<• <l).4'0a.3610,H0 1"El <\5.963 ... llfA)( ltlf04"JVA~CIIIIEC1.COM WWW.FIA~CIIIIECT.COM MODUS. INC. 2~0 STOCIITON STREET, JRO FLOOR SANFRANCISCO,CA,uoe verizon" VERI ZON WIRE LES S 278,MITCl-4ElLORIVE,SUHE9 WALNVT CREEK,CA 9•~0& CONsu[TAN Ts N N 0 0:::N w8 a. (_) :::> U) (.) 0.... I U LL (/) 0 f-o a:: z f-;;vj ~ w a..: W_JU1--,CO 05"'~;; ~co<3s:ro ~'5o~~ ~~~o~ ~~ffiiil~ 0 .a._::, ~~a ~ ::, " z CL§ ~ ® . . REV I DATE ISSU E 10/2812017 I 90% CONSTRUCTI ON 2/9/2018 I 100% CONSTRUCTION 312812018 [100"-" CON~TRUCTION REV. l HESePI.ANSAREINSTRUr.l[NISOf't;l!RVICEA~ARE FORIHECllENrSUSESOlELY .,,.IHRESl'ECT TOTHIS PROJECT, TH(SEPLANSSl-lAI..LHOTIIEAlTEREO. MODIFIED OR RV>l'IOOVCEO IN PART OIi iN WtOI.E .,,.,~ri'~~~1:~~see:;·!H!~~~~ COPTRIOHI '20 \fJAMES VACCAROARCl-4 1TEC T. IN C .. l~E! !lllC ELEVATIONS A-2.1 ,."'.6', -<Z'i ~ ~ CYLINDER ANTENNA DI MENSIQNS DIAMETER 1 :t14.6" HEIGHT I :t~4" CYLINDER ANTENNA WEIGHT ffw toi-( MOUNTING BRACKETS SUPPLIED WI UNIT FRONT ELEVATION SIDE ELEVATION CBC1923T-43 10 OIPLEXER DIMENSIONS HEIGHT T :t4.5r WIDTH I J:6.35" D~PTH T J:2.46" CBC 1923T-4310 DIPLEXER WEIGHT _glPh_l;_XER 1 _:t5._LBS. NOTES: i:-coMMSCOPE PART# E1 1F1JP06 2. ALL CONN ECTORS SHALL BE WEATHERPROOFED. ANTENNA VVEIGHT :t27 LBS. 3. INSTALL 1N STRICT ACCORDANCE VVITH COMMSCOPE IN STALLATION MANUAL CYLINDER ANTENNA SCALE : N.T.S DIPLEXER 8 b ~ !_5" DIA. {N) VERIZON VVI RELESS ~ CYUNOERANTENNA ~ ANCHOR ANT ENNA TO MOUNT PER MFR. SPECIFICATIONS (NJ FRP CO NCEALMENT SHROUD (N) STEEL ANTENNA MOUNT (N)T'MN ~ DIPLEXfR~ 'I I RI I (NJ STEEL COUPLER MOU NT (SUPPLI ED WI CONCEALMENT SHROUD) (N) WIRELESS SMARTG:J, UIILLI 7 ') ~~~~ELESS METER '5!J -'k-~r--MOUNT(SUPPLIEOWI NOTES: CONCEALMENT SHROUD) (E)OR (N)STEEL MAST ARM CONCEALMENT SHROUD/ AN TE NNA MOUN T TO STEEL LIGHT POLE BY WESTERN UTILITY TELECOM. INC. (#10-210) {N) TAPERED SHEET METAL SKIRT -+-----(E) OR \N) STEEL LIGHT POLE SECTI ON AT CONC~ROUO ~ CO NCEALMENT SHROUD SCALE: N.T.S (N) FRPCONCEALMENT SHROUD CAP (NJ FRP CONCEALMENT SHROUD (E) OR (N) STEEL MAST ARM (NJ TAPERED SHEET METAL SKIRT (E) OR (N) STEEL LIGHT POLE ~W FRP CONCEALMENT SHROUD. GALVANIZED SHEET METAL SKIRT. ANTENNN LIGHT POLE MOUNT AND MOUNTING COMPONENTS BY WESTERN UTILITY/ TELECOM. INC. (PHONE: SOJ-567-0101) (10#210). 2. FRP CONCEALMENT SHROUD MOUNT TO LI GHT POLE BY WESTERN UT ILITY/TELECOM, INC . 3. PAINT NEWFRP SHROUD ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 4. POWDER COAT NEW GALVANIZED SHEET METAL SKIRT AND EXPOSED MOUNTING COMPONENTS TO MATCH UGHT POLE . 5. GROUND NEW ANTE NNA PER MANUFACTURER'S SPEC IFICATIONS. CONCEALMENT SHROUD SCALE: N.T.S 6 7 :m i[Eff PLAN u , •. ~.::.. (N) DISCONNECT g ·~· .. __ J ~ FRONT ELEVATION SIDE ELEVATION SQU ARED 00612L 100RB LOAD CENTER DIMENSIONS HEIGHT j :t12.65" WIDTH :t6.68" DEPTH I :t4.27" ~_Q!ffi,8,E D Q0612L 100RB LOAD CENTER WEIGHT '-"@GHT T :t 10 LBS. NOTES: ~UAREO PART#00612L100RB. 2. NEMA3R OUTDOOR RATED. 100A, 120/240VOLT, 1 PHASE LOAD CENTER. 3. INSTALL IN STRICT ACCORDANCE V\11TH SOUARE DI SCH NEIDER ELECTRIC INSTALLATION MANUAL DIST. PANEL/ DISCONNEC ~ "! yl'"'_'_" ".;'I METER. WATIHOUR SMAATMETER (FURNISHED& IN ST ALLEO BY PG&E) (NJ NEMA 3 POLE . J VI/IRE LOCKING-TYPE RECEPTACLE S10E ELEVATION ~AE SMARTPOLE METER DIMENSIONS DIAMETER :t4.5" H.§_IGHT I :t2.S" PG&E SMARTPOLE METER WEIGHT W§IQHT !!..l!!~. NOTES: i':"'"PG&E CODE• M241490. 2. PG&.E TO PERFORM RF SIGNAL TEST . 3. IN STALL IN STRICT ACCORDANCE WITH ~E UTILITY BULLETIN FOR SMARTPOLE METER SERV1CE. WIRELESS METER s· SCALE: N.T.S ~ ANS I SAFETY YELLOW CAUTION NOTICE WHITE BACKGROUND J llm1~__;.::;z==,t ANSI SAFETY ..;--==-~. ;c;~~E~~~~-',.r-'"==='======"' TYP. ~ 1. OUTDOOR RATED SELF ADHESIVE VIN YL DECAL VI/ITH UV . CHEMICAL. ABRASION ANO MOISTURE RESISTANCE. 2. POST SIGN/ DECAL 9'-0" BELOW BOTIOM OF NEW ANTENNA. J. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQU IREMENTS WITH VERIZON WIRELESS. THE CITY OF CUPERTINO. FCC ANO AUTHOR ITIES HAVING JURIS01CT10N PRIOR TO FABRICATION. 4, SIGN SHALL LIST/ DISPLAY 01/1/NERSH IP COMPANY'S NAM E. CONTACT NUMBER ANO SPECIFIC SITE lOENTlFICATION. 5. SIGN COLORS. SYMBOLS ANO LAYOUT SHALL CONFORM TO ANS I 2535.1, ANSI 2535.2 ANO ANSI C95.2-2007. SCALE: N.T.S SIGNAGE 4 5 I,.. (N) PSUAC08 8 PO'folER ~ ~ INTERFACE . ru.t! (N) MOUNTING BRACKET SUPPLIED WI RRUS UNIT {[] ~ (N)RRUS32 UN IT 4 (N) MOUNTING BRACKET SUPPLI ED WI RRUSUNIT (N) PSU AC 06 POWER INTERFACE NOTES: ~CSSON PART# RRUS 32 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. 3. INSTALL IN STRICT ACCORDANCE WITH ER ICSSON INSTALLATION MANUAL. 4. PAINT SOLAR SHIELD & ALL MOUNTING COMPONENTS TO MATCH POLE. 5. RRUS HANDLES TO BE REMOVED PRIOR TO INSTALLATION. RRUS 32 UNIT !:!Q.Ill;, SCALE: ITT:s f----(N) STEEL LIGHT POLE {N) RRUS .32 @ UN IT WIPSU 1 AC06 PO'v\'ER A..J INTERFACE. TYP. (N) RRUS 32 LU. MOUNT. TYP.~ (NJ CABLE G:S SHROUD.~ TYP. @ 1.-_..J---f---(N) SHROUD l EXTENSION. S-2 TYP. (N)2"VVIOEXS· TALL OPEN ING IN POLE WI REINFORCING RIM . @"" 1, PR IME ANO PAIN T RRUS 32 UN ITS . CABLE SHROUDS. TUBE ASSEMBLY ANO MOUNTING COMPONENTS TO MATCH LIGHT POLE . 2. SEE SPEC1F1CATIONS SE CTION 09 90 00 FOR PAINTING ANO COATIN G SPECIFICATIONS. SCALE: ITT:s RRUS UNIT MOUNT ELEV. 2 ~ JAMES VACCARO A R C H I T E C T, I N C. .,1oONOEEWAr.UN11C rACll'ICAICAl 9•0" •l~.'°8.lVOPHOl'IEI •1$,hl.••11 ~All ,-OFOCJVA~CHIIECI.COM WWW.JV AIICHl!ECT .COM H O STOCKTON STREET. lRO FlOOR SAHFAANCISCO,CA,•10II verizon" VERIZO N WI RELESS 21U MITC><Ell0RIVE,SU1T'Et WALNUTCREEK,CA9<~1l8 = RE V N N 0 0::::N w~ a. u ::J (/) t) CL 10 LL. Cl) DATE 1012612017 21912016 0 f-o o:: z f-<( w f->..,. u z ~O~ W =,~oco ~o <!'. <!'. o ,cnus:ro ~'5oo~ > z z 0:: I() ><(-u"' ~wir~o 0 W ~ f-U . a.::::, :3 C/) =i a.. co ..... u .. ::::,..,. z a. 0 a. 0 <( 100% CONSTRUCTION 312812Q18 \100% CO NSTRUCTION REV. IH1!SEPI.NISAREINSTRUMEN'1SOFSERVICE ANOAAE FOR THECl.lENrSUSESOLELY WTHRESPECT TOTHIS PROJECT, THESEPI.A NSSt-lAl..lNOTDEALTEREO. MODIFIED OR REPROO\JCEO IN PART OR IN Y,'HOlE v,n~~~~~1r~~see::~'!~~~~ COPT RIGHI 201& JAMES VACCARO ARC!-lllECl , 1r~. DETAILS A-3 NOT USED ~~ ;~ NOTES: SCALE: N.T.S \NJ MOUNTING BOLT. TYP. SUPPLIED WI RRUS UNIT (N) 83MM MOUNTING BRACKET (SUPPLIED WI RRUS UNIT) (N) RRUS 32 UNIT WI PSU AC 08 POWER INTERFACE~ ~ (NJ PL8"XY,1" BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN T.°"""HOT-OIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP ORA'MNG FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3, PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCE FOR PSU AC08 UNIT. 4, PRIME AND PAIN T MOUNTING COMPONENTS IMTH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5. WELD ALL STEEL PLATE COMPONENTS \/\IITH X· FILLET WELDS. 3 RRUS 32 MOUNTING s~~~:: I 4 (E) POUR OR (E) CONTROL JOINTS IN (E) CONCRETE SIDEWALK (E)CONCRETE~•, SIDEWALK • t (NJ 8" THICK,---~-- CONC. SLAB V.I.F. AS REQUIRED i---4 2·-0· 1':2: I · · . . .. / · /~/.:::=S,\Z\; . ~ 1. \, J /.'\_ • r . • ~ (E)CONC.CURB.----~ PROTECT IN PLACE (N) OR (E) CONDUIT TO PO'NER P.O.C. (E) CONCRETE SIDEWALK (E) S IDEWALK I (N) CONCRET,E P L A N HICKEN SLAB TO 12" @ (N) JUNCTION BOX (N) CONCRETE j (E) SIDEWALK (N)#~~12" i ) ) 0.C.,E.W . 1 (N)(6)#4VERT. tN)t2J'4 T1E s;10 i ,--i '. 'II ' I H IJ l:i \iitiit,,. I 1--% ~ REINFORCING BY • ; • • • " (N)CONC. FOUNDATION &-0. ·. ~ ~:;~7~~;p(f~~~ER# ' '. ' ' '. ~ ~ ~ ~ 3779534>2,0ATEDJ/23/18) \ .' •• • • S E C TIO N A {NJ JUNCTION JI /II' '::::f¢:::':'.:U ~G:::::\ ~ S E C TION B THICKEN SLAB TO 12" @ (N) JUNCTION BOX (N)OR (E) CONDU IT TO POWER P.O.C. DEMO EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REOUIRED FOR DEMO OF EXISTING AND PLACEMENT OF NEW FOUNDATION ANO TOPPING SLAB. REPLACE EXISTING S IDEWALK IN KIND. 2. PROTECT EXISTING CONCRETE CURB IN PLACE. 3. ANCHOR BOLTS ANO RACEWAYS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. use POLE MANUFACTURER PROVIDED TEMPLATE FOR PLACEMENT OF ANCHOR BOLTS. REMOVE ALL GREASE. OIL. DIRT AND CONTAMINANTS FROM ANCHOR BOLTS 'MTH 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 REQUIRED ANCHOR SOLT PROJECTION. 5. CABLE TRENCHES AND FOUNDATION SHALL BE BACK FILLED AND COMPACTED PRIOR TO ERECTION OF NEW LIGHT POLE. 6. THE FOUNDATION SHALL CURE A MINIMUM OF (7) DAYS PRIOR TO INSTALLATION OF POLE. SCALE: N.U LIGHT POLE FOUNDATION TOPPING SLAB 2 1. APPLICABLE CODES: ZOHI CALIFORNIA BUILDING CODE (CBCJ, 2013 AASHTO LTS-e,TIA212,AEVISIONG. 'Z. ALL WORK SHALL CONFORM TO nee LATEST EDITION OF THE CALIFORNIA BUILDING CODE, APPLICABLE AUTHORITY HAVING JURISDICTION CODES, ANO REQUIREMENTS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS. 3. THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFlEO PRIOR TO STARTING ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THESE AGENCIES INFORMED OF THEIR SCHEDULE. 4. GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS Wl'Tll DRAWINGS OF OTHER C1SCIPL1NES WITH REFERENCE TO MATERIALS, LAYOUT, OIMENSJONS ANO ELEVATIONS BEFORE STARTING WORK, ANO ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER FOR DIRECTION, S. THE DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE GOVERNED BY EXISTING FIELD DIMENSIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ANO BRING DISCREPANCIES TO TllE ATIENTION OF THE ARCHITECT ANO ENGINEER PRIOR TO PROCEEDING WITH TllE WORK. 6. DETAILS OF CONSTRUCTION NOT INDICATED OR NOTED SHALL BE CONSIDERED OF THE SAME CHARACTER SHOWN FOR SIMILAR OR EXISTING CONSTRUCTION. 7, TllE CONTRACTOR SHALL LOCATE ANO PROTECT ALL EXISTING UTILITY LINES AND CONNECTIONS INCLUDING SE\AIER, WATER, GAS, ANO ELECTRIC SERVICES BEFORE AND CURING TllE WORK. 8. CONTRACTOR SHALL COORDINATE THEIR WORK WITH CITY REQUIREMENTS. 9. DESIGN DATA: DESIGN CODES: 2011 CBC, TIA 222 REVISION G, 2013 AASHTO LT~ SEISMIC IMPORTANCE FACTOR Ip " 1.0 OCCUPANCY CATEGORY: a MAPPED 3f'ECTRAL RESPONSE: ACCELERATIONS S.111,IM7;S,•0.700{j SITECLASS 11 D SITE COEFFICIENT Fa • 1.00 SITE COEFFICIENT Fv • 1.50 WINO SPEED" 100 MPH (l-SECONO GUSTS) PER 2013 AASHTO L TM 10. CONTRACTOR SHALL SUBt.lT STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. CONCRETE NOTES 1, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT28 DAYS OF l .000 PSI. OE SIGN BASED ON 2.500 PSJ (NO SPECIAL INSPECTION REQUIRED). 2. SLUt.'PS SHALL BE NOT LESS THAN LANO NOT EXCEED 4", J, CONCRETE SHALL BE PLACED IN A CONTINUOUS OPERATION UNTIL THE SECTION IS COMPLETED BETWEEN PREDETERMINED CONSTRUCTION JOINTS. CONCRETE SHALL BE OF A CONSISTENCY TO PERMIT PLACING COMPLETELY AROUND REINFORCING BARS ANO AGAINST FORMS. 4. EXPOSED SURFACES OF CONCRETE SHALL BE KEPT MOIST OR CURED BY PROTECTIVE COVERINGS APPLIED IN ACCORDANCE Willi MANUFACT\JRER·s SPECIFICATIONS. 5. FORMS SHALL BE TIGHT, CLEAN ANO WETTED BEFORE PLACING CONCRETE. REIN FORC ING STEEL NOT ES 1. REINFORCING SHALL BE IN ACCORDANCE VvlTH ASTM Al15. GRADE 40 FOR #4 ANO SMALLER, GRADEIO FORllfi ANO LARGER. TIE WIRES TO BE 18GA, OR HEAVIER, BLACK ANNEALED. 2. REINFORCING BARS SHALL BE FREE FROM LOOSE RUST OR ANY OTllER COATING WHICH 'MLL REDUCE BONO, 3, REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER WHICH WILL DAMAGE THE MATERIAL, ANO SHALL BE ACCURATELY PLACED ANO POSITIVELY SECURED. 4. MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT SHALL BE USED AT SLABS-ON-GRACE. ST RUCTURAL ST EEL NOTES 1. MATERIALS: ALL STRUCTURAL STEEL STEEL PIPE T\JBESTEEL AUCH OR BOLTS MACHINE BOLTS HEXAGON NUTS WASHERS ASTMA38,U.O.N. ASTMA63,GRAOE8 ASTM A500, GRADE B ASTM F15S4, GRADE 55 ASTMA307 ASTMA184 2H ORASTMA563 OH ASTMF431 2. ALL STEEL SHALL BE FABRICATED ANO ERECTED IN ACCORDANCE Wl'Tll TllE AISC STANOARDS BY A LICENSED FABRICATOR EMPLOYING CEATIFIEO wt:LDERS. l. ~~~~t~gr~O~O~OA~o"i~~L:Es~~~~: ~:~~s;=OERS. 4. STEEL FABRICATOR SHALL OBTAIN TllE ENGINEER'S APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. S. ALL STRUCTURAL STEEL EXPO SEO TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. 8. SUPPLY ANO INSTALL FASTENERS, FRAMING MEMBERS AND ANCHORS REQUIRED FOR MOUNTING ANOATIACHMENTOF EQUIPMENT. REINFORCING RIM WELDING NOTES 1. wt:LOING SHALL BE PERFORMED BY AN AWS CERTIFIED WELDER. ALL WORK SHALL BE IN CONF<lRMANCE WITH TllE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE. AWS 01.1 LATEST EOITlON. 2. PREPARE POLE SURFACE. GRIND SURFACE TO BE WELDED Wllll A SILICON CARBIDE WHEEL PR IOR. TO WELDING TO REMOVE GALVANIZING WHICH MAY OTHERWISE BE CONSUMED 1N TllE wt:LO METAL APPLY ANTI-SPLATTER COMPOUND AFTER GRINDING. 3. t.lNlr..zE TEMPERATURE RISE ON TllE INSIDE SURFACE OF THE LIGHT POLE ANO VOLATILIZE ANY REMAINING ZINC WITHIN THE BASE METAL Wllll MLN IMJM $PLATIER. 4. APPLY GALV-A-STICKZINC COATING TO ALL UNPROTECTED SUR.FACES, UPON COMPLETION OF WELDING. APPLY SECOND COAT LAY~ OF COLO GALVANIZING SPRAY COMPOUND CONTAINING A t.lNIMUM ZINC CONTENT OF O,S"/,. APPLY A FINAL COAT OF TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. STRUCTURAL NOTES ;=-JAM[S VACCARO A R C H I T E C T, I N C. •IIDOf'IOEEW"'Y,1,mnc PACII-ICAJC"' 19,CH •1.S.14&.3'10 ~HONE!•I.S.UJ.HTl FAA lf'lfOC'JV"'IIC.ul(C1.COM WWW,JV,.RCHl1f.C1 .C0M MODUS. INC . 1•0 STOCKTON STREET, JRO HOOR 5"NFR...,.C1SCO.cA,,1oe veri zon" VER IZON WIRELESS 27HMITCHEll0fll\lE,SU1TE9 WALNUTCREEK,CA 9•~H CONSOL'tA!-!fi. l1RUC1UAALOIGIN!!R: JUfREYM.'IM''Dl'l;l,H, U TCHLl "'ROAO H£ALOS9URC C"'9s,,a CON1"'C1 NUMSEI!: (1CTJ '9o-l'21 N N O N 0::: N Wo a. u ::J Cl) t) CL ,u u. Cl) '--., ' J 0 f- 00'.'. z f-:;i ... ~ ~~o~ W=:i~oro ~o<C <C o ,cnusro ~.:So~~ s ::e ~ u~ Owa:::Jo o::: ow en t-u ·O..:::l ~ (/) => 0.. §5~ (_)~ 0.. 0 <( 10126120171 90°.4CONSTRUCT10N 21912018 I 100% CONSTRUCTION ~~2Q.!!..lt00% CONST RUCTION REV. THESEPLANSAREINSHIUMEN1SOFSERIIICEANOARE FO:=~~·!iit~E:*E:~1:r=;IS ~~~]~[~1Je~L~~~iil1i[!~ STRUCTURAL NOTES , DETAILS S-1 (N) 1" DIA. HOLE IN (E) POLE FOR CONDUCTORS (E) OR (N) STEEL LIGHT POLE (N)Y&" THICK "SISCO" HT-ao<I MEDIUM CELLULAR SILICONE GASKET. BY STOCKWELL ELASTOMERICS (800.523-0123J 7 0 118 1\.PPG~:~; PLAN ALIGNW/lOF KNOCKOUT Y,,· 1,,,1Y.·1,,1,Y." ~ 11 11 N) ,. DIA.HOLEIN ft PLATE • N) PL Y,,JQXXJ}S" R PLATE WI (4) TEK 410SS HVVH SLVR CLSD Y."-14xY." SCREW'S ~ SWEEP SECTION (N) 12 GA. GALV. SHEET STEEL STREET SIGN SUPPORT, TYP. (NJ HOG #8 X \" HEX HEAD TEK.SCREW, TYP.OF(8J (El OR (N) STEEL· SCALE: N.T.S , 0.:-II LIGHTPOLE (~·.· , RELOCATED OR(N) STREET SIGN ,.,~ ~ , II 1"TYP. B f.bfili * NOTES : ~T-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP ORA.WING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REV IEW AND APPROVAL TO ENSURE PROPER CLEARANCES FROM RRUS UNIT. 4. PRIME ANO PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. SIGNAGE MOUNT z ~ m 8 0 < ~ .. " SCALE: N'."f.s 6 7 (N) PL :z)S" X Y,,• . TYP. EA. SJOE (E) OR (N) STEEL· LIGHT POLE (NJ HOG #12 X 1" PAN HEAO TEK·SCREW. TYP.OF(4) (N) Y,· OIA. M.B. WI LOCK WASHERS. TYP.OF{3) f ~t--7n.______(N) LOAO CENTER/ ~11l~i3 ·~ "BAND-FA.Sr BFES 20 1SS.VVITH EAR-LOKT BUCKLE BY BAND-IT IDEX. INC •. TYP. OF (2) BANOS (BRACKET TO POLE) (N)lt."X,03" A\2»<l34 "BAND-FA.Sr BFES 201SS, V.,TH EAR·LOKT BUCKLE BY BANO-ITIOEX. INC., TY P.OF (2) BANOS (BRACKET TO POLE) NOTES: B .E!:fili SIDE ELEVATION A OISCONNECT[D '0V (NJ PL Y11· X 7}S"X9.)$" MOUNTI NG PLATE (NJPL 10-xYt,"BENT PlATE, TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN @SIM (NJ PL:z)S"X :Xe", TYP.EA.SIOE (N) HOG 112 X 1· PAN HEAD TEK-SCREW. TYP. OF (4) (PLATE TO TUBE) (N) LOAD CENTER/ OISCONNECT[D '0V (NJ PLY,s"X7.)$"X9,Yi" MOUNTING PLATE (N)Y." DIA. M.B. WI LOCK WASHERS, TYP. OF (3) (LOAD CENTER TO PLATE) (N) PL 10" X Y.e· BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHOWN @ SIM ;-:-ToT-OIPGALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRA\IVING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCE FOR LOAD CENTER. 4, PR IME ANO PAINT MOUNTING COMPONENTS 'lv'ITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. LOAD CENTER MOUNT s~~~;: I 4 (E) OR (NJ STEEL LIGHT POLE (N)PL:X1XJY.XJ)S: PLATE\/Vl(4)TEK 410SS HVVH SLVR r ctsor.·-1.i1xr.· J.i SCREWS (N) 1" DlA. HOLE IN {E) POLE FOR CONDUCTORS NOTES: ~T-OIP GALVANIZE AL L STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PR IOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER ALIGNMENT VV1TH LOAO CENTER KNOCKOUT. 4, PRIME AND PAINT COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATC H POLE. SCALE: N.T.S CONDUCTOR SWEEP 5 ~ 1~ ,-0· " ,o· 1-r {D ~ (NJ HDG#BX 112" 1tEF PAN HEAO ID TEK·SCREW. TYP. 9 OF(4) ;... (NJ 12GA.STEEL ~ "CABLE SHROUD" " REMOVABLE UE FRONT PA NEL SIOE ELEVATION ~ ~I (RE~N6~;~~~ F~;~~~~~EL) (NJ 12GASTEEL "CABLE SHROUO" (NJ2~fxs:X· OPENING FOR SHROUO EXTENSION (NJ 12GA.STEEL "CABLE SHROUO" REMOVABLE FRONT PANEL (N) HOG #8 X 1/2" PAN HEAD TEK·SCREW. TYP. OF(4) CABLE SHROUD SCALE: N.T.S OPENING DETAIL 8 lli.I!Q!:! REINFORCING RIM (NJTS5Xl)(Y." RE IN FORCING RIM 1JtLONG (N) 12GA. STEEL "CABLE ot SHROUD" -+-(N)l2GA. STEEL "SHROUD EXTENSION" SEALANT ALL AROUND BACK OF SHROUD (N) HDG#10 PAN HEAD TEK-SCREW. TYP.OF(4) (N)2"VVIO EX 5"TALL OPENING IN POLE {N) TS 5X2i'IY." RE INFORCING RIM 1,IS"LONG {N)HOG#10 PAN HEAD TEK-SCREW. TYP.OF(4J SCALE: N'."f.s 2 3 (NJ¥."X,03"• A1230.Q34 "BAND-FAST" BFES 201SS.'lv'ITH EAR·LOKT BUCKLE BY BAND-IT IDEX. INC .. TYP. OF (2) BANOS (BRACKET TO POLE) 41' !!!:.!li $ (NJ 12 GA. STEEL "CA@OUD" (NJ PL 10" X Y.t° BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SHO\fl/N @ SIM f----(E)OR (N) STEEL n LIGHT POLE I -. ---(N) RRUS 32 I UN ITWIPSU A.J ~~:=R 4 s., (NJ HOO 112 X \" HEX HEAD TEK·SCREW. TYP. OF (2) (SHROUD TOTS) (NJ HOG #8 X 112" PAN HEAD TEK-SCREW. TYP. OF(4) ~(N)12GA.STEEL FRONT ELEVATION A (E)OR(N)STEEL LIGHT POLE {N)PL2>S"X Y..-·. TYP. EA. SIDE (NJ 12GA.STEEL· SHROUO E;a;TE NS!ON & TS @RCINGR,M (N)Y."X ,03"· A\230-034 "BANO-FASr BFES 20\SS, 'MTH EAR·LOKT BUCKLE BY BAND-IT 10EX. INC .. TYP.OF(2) BANDS (BRACKET TO POLE) NOTES: SIDE ELEVATION B "CA@OUD" LI II (N)RRUS32 I I UN IT 1/111 PSU A.J ACOB POWER I INTERFACE 4 ,_, (NJ 12GA.STEEL 'CA@Ouo· (NJ 83MM MOUNTING BRACKET (BY ER ICSSON), TYP. (N) PL 10" X Y.i BENT PlATE. TYP. OF {2). NOTCH AT STEEL POLE AS SHOVVN @ SIM ~T-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2. PROVIDE STEEL SHOP ORAVIANG FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW AND APPROVAL TO ENSURE PROPER FIT/ ALIGNMENT WITH RRUS UNIT ABOVE. 4, PRIME ANO PAINT MOUNTING COMPONENTS VVlTH TNEMEC E;a;TERIOR PAINT COATING TO MATCH POLE. 5. SEE REINFORCING RIM NOTES SHEET S-1, SCALE: N'.i':s CABLE SHROUD MOUNT ,;-JAM[S VACCARO A R C H I T E C T, I N C . ,1100NOEE WAT.U~C fAClflCAICll.•9•0 .. •I M,Ga.J610 f HONE l •lU6l.u 11~.o.:,. lf<fOll'JVA~CH!l{C'T.COM WWW,JVARCH!l(CT-COM 2•0 STOC:KlON S'\'IIEE'T , JRO FLOOR S/1.NFllA.'ICISCO.CA'H!Ga verizon" VERIZON WIRELESS 21:1\~~i:~~~~:1~; ~;;: 9 CONSULTANTS SIRUOUll,\l[NCINUR; Jtrr~ET M,V/1.NOnE.U . 1•10 fEllll.ROA0 HEAlDnURG.Cll.9}••G CON'fll.Cll'IUM&0::110110• .. J121 REV N N 0 0:: N w 2l a. u ::J Cl) (.) (L ,u LL. f/) 0 f-o o:: z f-;; ... i'.j ~~a ~ w=>~ o co ;io«:«:a ,mu;;:'° ~;:jcifi~ S:~~u ~ ii~ffi~~ u .a_=:, ~~3 ~ ::J" z a..g ~ 10/2&20171 90%CONSTRUCTION 21912018 I 100% CONSTRUCTION 312812018 1100°4 CONSTRUCTION REV. ~:s,~~~~: ~SET:~E~~,!~ ~~:~ti~\~: PROJEC T. TlsESEPLANSSH/1.lLNOTBEALTEREO. MOOIFIEOOFI REPROOUCEO IN PART OR INV,NOI.E ',\!!HOUT PRIOA.-.nENCONSENT. THESE PLAAS/I.RE ~OffMJ>.nEDTOBEF\JlL-slZEII.TARCHC Z.-;!l:W, COPYRIGHT 10\~ JAMES VACCAROARCHll (CT. INC. DETAILS 5-2 NOTES: 1. ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER. AT OR BELOW GRADE. BY TvVO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE 'NITH THE CEC. 2. PERFORM IEEE FALL-OF-POTENTIAL RE SISTANCE TO EARTH TESTING (PER IEEE 1100 A ND 81J FOR NEW GROU ND ELECTRODE SYSTEM. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 50HMS OR LESS. 3. EACH RRU UN IT ANO PSC AC UN IT SHALL BE OIRECTL YCONNECTEO TO THE GROUND BAR \NITH GREEN IN SULATED SUPPLEM ENTAL EQUIPMENT GROUND \'VIRES, 6 AW(; COPPER OR LARGER . 4. E.X.OTHER MI C WELDS SHALL BE USED FOR ALL GROUNDIN G CONN ECTIONS BELOW GRAOE. 5. APPROVED ANTIOXIDANT COATINGS (I.E .. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COM PRESSION ANO BOLTED GROUND CONNECTIONS. 6. GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RIN G AROUND THE CONDUCTOR. SUCH AS M ETALLIC CONDUITS. METAL SUPPORT CUPS OR SLEEVES. 1/',ol-iEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONOIT10NS. NON-METALLIC MATERI AL SUCH AS PVC CONDU IT SHALL BE USED. ~ (N)VER~ON \MRELESS W CYLINDER ANTENNA ~ ' I (NI., AV>.G SOLI D TO ANTENN A r (ROUTED \NITHIN POLE) LIGHT POLE (N) ST EEL ST REET o ·1 ~ (NJ VER IZON'NIRELESS· RRUS32 UN IT {AIM>) Wt PSU AC 08 POWER INTERFACE ~ (NJ VERIZON 'A'I RELESS RRUS32 UNIT (PCS) WI PSU AC 08 POWER INTERFACE G (NJ #GAW(; TO PSU AC 08 UNIT (ROUTED WITH IN POLE) (N) #6 AW(; TO RRUS 32 UNIT (ROUTED \NITHlN POLE) (N J #2 AWG TO CABLE SHROUD (ROUTED WITHIN POLE) (N) #6 AW(; TO PSU AC 08 UN IT (RO UTED VVITHIN PO LE) (N) #6 AW(; TO RRUS 32 UNIT ~(N)MAINGROUNOBAR--G~mf~2Tf~INITT~~A~~E) ~IN CABLE SHROUD ~ SHROUD (ROU TED WITH IN @(N) LOAD CENTER DISCONN ECT ~ (NJ (1) #2 AWG SOLI D. TO---+--f!> (NJ GROUND ROD 1N (NJ OR (E) STREET LIGHT JUNCTION BOX EJ G,RAOE POLE) G t-(NJ #2AW(; SOLID FROM GROU ND BAR TO (N) GROUN D ROD 1 1 G (NJ STREET LI GHT JUNCTION BOX/VAULT ~(N)CO NCRETE ~FOUNDATION @ . (NJ X· DIA. X 10'-0" LONG COPPER CLAD GROUND ROD .. [· EQUIPMENT GROUNDING DIAGRAM SCALE: N.T.S 2 NOTES: 1. PROVIDE ELECTRICAL S ERVICE EQUIPMENT WITH FAULT CURRENT RATINGS GREAT ER THAN THE AVAILABLE FAULT CURRENT FROM THE PO'M:R UTILITY. 2. ALL SERVICE EQUIPMENT ANO IN STALLATION SHALL COMPLY WITH THE PREVAILING LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE . 2017 NFPA 70, AUTHORITY HAVING JURISDICTION A NO UTILITY COMPANY. 3. CONDUCTORS SHALL BE SPLICED IN ACCORDAN CE VV'IT H STATE OF C ALIFORNI A DEPA RT MENT OF TRANSPORTATION STANDARD PLAN ES-13. COM PRESSION CONNECTOR ANO WATERPROOF. r---1 (N)FRPCONCEALMENT___J I SHROUD i i (N) "SMARTPOLE. METER, 1 1 WATIHOUR(SMARTMET~~ I ~:~ISED INS TAL LED BY I ~ \ (N)3PIN LOCKIN G _U---J__, RECEPTACLE (NJ VERIZON 'MRELESS ; RRUS32 UN IT (AWS) WI A -3 ~NSTUE~~A~EPO'M:R 2 A~ (N) TERMINAL BLOC K '.-fi" 2'S YII I 11 (N) (4) r.· SUPERFLEXCOA.X VVITH IN CONCEALMENT SHROUD CABLES (WITHIN POLE) (IN 1-1'2" RISER-GARD INNER DUCT) TO 0 1PLEXER 1N CONCEALMENT SHROUD (N) (1) #8 HOT------_.,.-:~:~,~'~,°,; 11 l 1 !. I/ (NJ 2 PAIR FIBER. (WITHIN POLE) I lfrl1 \IN MAACELL INNEROUCT C I ll-ll-l (N)(4)Y,"SUPERFLEXC()AA (WITHIN POLE) (N)(\)#SHOT-------+-'l' (v'IITH IN POLE) (N) (1J #12 HOT--------1-+-'P (',-\'!T HIN POLE) CABLES (WITHIN POLE) (IN 1-1'2" RISER-GARO LNN ERDUCTJ TO OIPLE.X.ER IN CONCEALMENT SHROUD RRUS32 UNIT (PCS) WI A.J iNST~~~A°ciEPO'NER 2 (N) VERIZON lf.llRELESS ; A-l '!"--1--r--(N) (2) #1 2. (1) #\2 GNO. (N) DISCONNECT/ LOAO -----++--.- CENTER MOUNTED ON POLE ~ ~ I I I (WITH IN POLE) (N)(2)11 12,(1)#1 2GND, ('v\'1TH IN POLE) d:.....__(N) 2 PAIR FIBER. l :~~c~tEJ I lNNERDUCT) F I ( ____ _J I I (N)N,\GSTREET LIGHT~ ~bf : JUNCTION BOX/VAUL Tl (N) (1) '2 GNO, I VERIZON VVIRELESS POWER ('v\'1TH IN POLE) TO (NJ I P.O.C. SEE DETAIL BELOW GROU ND ROD I (N) INCOMING 6 PAJR~ (NJ UG FIBER SPLICE t FIBER BY FIBER PANEL (VERIZON / PROVI DER. (E) CONDU IT --_ _ 'MRELESS FIBER / IN TRENCH. r DE M ARC) / ~::::::::::::::: :::[ ,:' / (E)240V(2)•BCITV OF] ------- SHEET NOTES I . COMPLY WITH GOVERNING CODES ANO REGULATIONS OF AUTHOR ITIES HAVIN G JUR ISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WH ICH HAV E BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THRE E YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HAN DLE. AN O STORE M ATERI ALS IN ACCORDANCE 'MTH M ANUFACTURER'S INSTRUCTIONS. 2. COORDINATE 'MTH UTILITY COMPANY FOR SITE SPECIFIC \IVORK AN O MATERI AL REQU IREM ENTS PR!OR TO START OF CONSTRUCTION. 3, PROVIDE ALL CONDU IT. PULL ROPES, PULL BOXES. CONCRETE ENCASEMENT(I F RE QUIR ED), BARRIERS. POLE RISERS, TRENCH ING, BACKFILL. Af. REQUIRED PER SITE SPECIFIC REQUIREMENTS. 4. OBTAIN PERMI TS FROM AUTHORITIES HAVING JUR ISDICTION REQUIRED TO PERFORM THE V'.ORK. PRIOR TO ST ART OF CONSTRUCTION. 5, NOTIFY CONSTRUCTION MANAGER OF EXISTIN G CONDITIONS DIFFERING FROM THOSE INDICATED. 6, PROVIDE SERVICE ENTRANCE EQUIPMENT WITH FAULT CURRENT RATIN GS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER. 7. REVIEW A NO INSPECT EXISTING CONDIT IONS, GROUNDING SYSTEM AN D LIGHTIN G PROTECTION SYSTEM FOR COMPLIANCE \NITH THE AUTHORITY HAVING JURISDICTION. REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION M ANAGER PRIOR TO PROCEEDING. 8. PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING FOR NEW GROUND ELECTRODE SYSTEMS. PROVI DE SUPPLEM ENTAL GROU ND ELECTRODES AS REQU IRED TO ACHIEVE A TEST RE SULT OF 5 OHMS OR LESS. 9, ANTIOXIDANT COATINGS SHALL BE USED ON ALL COMPRESSION AN O BOLTED GROU ND CONNECTIONS. 10. ALL WRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE C ALIFORNIA ELECTRIC AL CODE (CECJ ANO UTILITY COMPANY REQU IREMENTS A NO AUTHORITIES HAVING JURISDICTION . 11. ALL BENDS A NDI OR OFFSETS SHALL BE MADE WITH FACTORY SECTIONS USING APPROVED COUPLERS PER CEC REQUIREMENTS. 12. ALL EMPTY CONDU ITS SH ALL HAVE Ai" POLYPROPYLENE PULL ROPE PROVIDED IN SIDE A NO SEALED VVITH A DUCT SEAL ON BOTH ENOS OF THE CONDUIT. 13. T HE ENOS OF ALL CONDUITS IN STALLED SHALL BE SEALED WITH A DUCT SEAL. \4. PROVIDE NEW METER ANO DISCONNECT PER UTILITY COM PANY REQUIRE M ENTS . SYMBOL LEGEND ---,---@-- --G -- 811.,\NO;CIRCUIT UtlOERORQUNO (N) G ROUND ROD D~~g:::~1 L-(N) VERIZON 'MRELESS I CONOUI T TURNl:DUP I CUPERTIN O STREET LIGHT CONDUCTORS. SEE SHEET EP·2 S INGLE LINE D I AGRAM CONDUCTORS PER SINGLE LIN E DIAGRAM (NJ 10A WATERPROOF FUSE (VER IZON VVIR ELESS) (N) N16 JUNCTION BOX/ 1 (2) #8 THW STREET (E) N-S VERIZON WIRELESS ~LIGHT CONDUCTORS JUNCTION BOX POWER P.O.C. TO REMAIN r------1 (N) LEO STREET (E)PGS.EVAULTI ,-----1 1 ,-_J LIGHT LUMLNAIRE __ r. __ -<Ill-- CITYOF CUPERTINO'---. __ -4-__._ -1---1----~---Y"( POWER POINT OF / -._ ~ CONNECTION L ___ ~_J LI (NJ 10AWATERPROOF FIOERoPIICSPUCEPANeL • ' ----•-• FUSE (E) CONOUCTORS----<S\ (CITY OF CUPERTINO) TO OTHER '-___________ TO(E)OTH ER STREET LIGHT(S) STREET LIGHT($) OETAIL AT (E ) N-91 (N J N -16 SINGLE LI NE DIAGRAM SCALE: t['f.s • • ld EI ERSOCM.E TPE RUllLI TT PROV10CRR!lOUIR !lM!lNT$ ~ JAM[S VACCARO A R C H I T E C T, I N C, •1100NDH WAT.UNl1 C ,ACIFICAICAl 9•0 .. •1~.tOt.lllJO,KO NE!•IS.Ul.U IJFAX ltl,OCJVARCtlll[Cl.COM wWW.JVA1tC:l<IIECI .C0M MODUS. INC. ;,o~~:~~cf~~ETd:~~OOll verizon" VERIZON WIR ELESS 21~, MITCtlEL~DRIVE, SUITEt WAL NUTCREE1t.CA~~l)8 -::Tu@J==..u=m- N N 0 0:: N w~ a. 0 => (f) (.) 0.. 10 u. en 0 f-o a:: z r;;..,.t:5 ~w a <( jS~a~ <(O<(<t:o --, Cll u s: ob ~;:i oo~ >Z Z a::.,, > <( fC' <,;! M ~~ffiaS~ u .a._::::i ::::i U)=:,a_ ~ gu ~ Q.. ~ <( ® . . RE V j DATE ISSUE 10/2612017 I 90% CONSTRUCTION 2/912018 I 100% CONSTRUCTION 3/2Sl20 18 j 100% <;_QNST~l!f_TI_QN ~_l;Y,_ THE$EP\.AN$AAE INSTRUMEW SOFSERV1C:EANOAAE :~!~i~~~~~~;: COP TRIGl1T :!0 1&.IA MESVACC,,,flO AROIIT ECT .INC,. SINGLE LINE DIAG RA M, EQU IPMENT GROUNDING DI A GRA M EP-1 (E) STREET (E)CITY:(2)18 ·-. ",, LIGHT POLE SCHEDULE A (NJ 1,S-DIA. VERIZON : (NJ 2X FIBER. (2) 12 GND SCHEDULE B (N) 1)S°OIA. (EJCITY:(2)18 SC HEOULEC I (E) 1,)S"OIA. (EJCITY:(2)18 SCHEDULE 0 (El 1)$"01A. {E)ClTY:(2)•8 CONDUIT SCHEDULE STEVENS CREEK BO UL EVARD (EJPG&EVAULTl(E)CITYOF 0 CUPERTINO ELECTRICAL POLE# 24411 1 SERVICE POINT (240V) / , ~-----J~L!~-------··/ ! 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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 ST ART OF CONSTRUCTION. 3. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED. '3. PROVIDE SERVICE ENTRANCE EQU IPMENT 'MTH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE P0\/1/E.R UTILITY PROVIDER. 5. REVIEW ANO INSPECT EX ISTING CONDITIONS, GROUNDING SYSTEM AND LIGHTING PROTECTION SYSTEM FOR COMPLIANCE 'MTH THE AUTHORITY HAVING JURISDICTION. REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING. 6, EXISTING UNOERGROUND'MRING, CONDUIT ANO FUSE INFORMATION SHO\o\'N IS BASED ON CLIENT PROVIDED IN FORMATION ANO BEST PRESENT KNO\foA.EOGE OF EXISTING CONDITIONS. WHERE CONDITIONS ARE UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM WHAT IS SHOWN OR THAT REQUIRE MODIFICATION OF DETAILING SHOWN, SUCH DISCREPANCIES SHALL BE CALLEO TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING 'MTH THE V\ORK. 7. ALL 'II/IRIN G METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CAI.IFORNlA ELECTRICAi. CODE (CECJ. NFPA 70 ANO APPLICABLE SECTIONS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC 'NORKS STANDARDS. 8. ACITY OF CUPERTINO PUBLIC VvORKS DEPARTMENT CONNECTION ORDER IS REQUIRED TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO INSPECTION FOR SUBMITTAL TO PACIFIC GAS ANO ELECTRIC). 9. CONTACT PACIFIC GAS ANO ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC VvORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOU NDATION POURIN G ANO ELECTR ICAL IN SPECTIONS. 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 'MTH THE NATIONAL ELECTR ICAL CODE. 12. ALL OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 13, WHENEVER AN INSTALLATION IS NEAR ANY OVERHEAD 'MR ES/CONDUCTORS. A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS ANO ELECTRIC PRIOR TO IN STALLATION, SHEET LEGEND €CONDUIT DIAMETER CONDUIT APPROXIMATE LENGTH IN LINEAR FEET CONDUIT SCHEDULE MARK EXIST IN G, NEW. UNOEGROUNO. SURFACE MOUNTED {E·EXIST1NG, N•NEW. U•UNOERGROUNO. $--SURFACE MOUNTED) NEW N•16 BOX (STREET m:1--LIGHT VAULT)/ NUMBER/ NEW VERIZON WIRELESS FIBER SPLICE PANEL LOCATION ~~~i~T6~~~:~~~~L~!T~7NT OF CONNECTION ••••••·-----EXISTING OR NEW CONDUIT ROUTE /~WWW \.: VERIZON VVIRELESS P0\/1/E.R POINT OF CONNECTION /'·~ ( VERIZON WIRELESS FIBER DEMARC/ SPLICE PANEL I POINT OF CONNECTION .;;:-JAMES VACCARO A R C H I T E CT, I N C . •II OONDEEWAT.UNIT C PACll1CA ICA•9•0•< <l } . .ot.ll10,HONfl •lU63 ... 11,AA rlfO,IJV4RCHIIEClCOM ""WW.JVARCHll'tCT.COM MODUS. INC. 2,0 s;...c;;:~i~El"CA3:i\:OOR verizon" VER IZON WIRELESS nnMITCHElLOR!VE,SUlTEI WAL,NUTCREE"-CAl'•~N ~4 N N ON 0:: N Wo a. u ::> (f') (.) D.. ,u u. Cl) 0 f-- OD:'. Z f--;; ..,. t'3 ~w a <( ~5~3~ <(O<(<(o -, CD(.) So', ~;;ioa?~ s ~ ~ (.)~ a?~ffi ~2 u ·O...:::J :J Cl) => 0... en~ u .. :::,v z CL o CL ~ <( ® . ' REV I DATE ISSUE 1012612017 I 90% CONSTRUCTION 2/912018 I 100% CONSTRUCTION Jl26/2018 l100%CONSTRUCTION REV. IHESE PI.ANSAR~ INSTRUMENTSOFSERVICEAf.QAHE ~i\1~~1\11f~i;: COPVR IGHT ~10JA.MESVA.CC:,.,,RO ARCHIT ECT.INC • UTILITY PLAN EP-2 STREET LIGHT POLE (N) SHUTDOWN PROCEDURES SIGNAGE. MOUNTED ON INSIDE FACE OF DISCONNECT @ ~ ~ 1. DISCONNECT SWITCH SIGN SHALL READ "UTILITY COMPANY POWER DISCONNECT SWITCH" IN)'," HEIGHT TEXT . ......,TH 'NHtTE BACKGROUND AND BLACK LETTERING, 2. SIGN SHALL BE OUTDOOR RATED WITH UV PROTECTION. 3, SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON WORK RESULTS FOR ELECTRICAL. • SHUT-DOWN S I GNAGE s~~~;: I 8 r M#llll•I•l!ilJ-,1:.l;J•Ief=i•liJ;J*I NOTES: ~N SHALL BE MOUNTED ON INSIDE FACE OF POWER MAIN DISCONNECT SVVITCH IN Y.· HEIGHT TEXT, WITH \t\lHITE BACKGROUND ANO BLACK LETTERING. 2. SIGN SHALL BE OUTDOOR RATED. J. SEE SPECIFICATIONS SECTION 26 OS 00 FOR COMMON ..-.ORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE 5 ~~~;: 19 NOTES: ~X4"X6" COPPER GROUND BAR. TYP. OF SITE PRO 1 •MG40616 WITH INSULATORS AND BRACKETS AS REQUIRED OR APPROVED EQUAL. 2. PROVIDE TAMPER RESISTANT GROUND BAR MOUNTING HARDWARE. J. APPROVED ANTIOXIDANT COATINGS (I .E .. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION ANO BOLTED GROUND CONNECTIONS . GROUND BAR s~~~;: I s (N) #2 OR #6 AWG SOL1D CU CONDUCTOR WI GREEN. 600V THWN•2 INSULATION TO (N) ANTENNA & (N) EQUIPMENT. TYP. NO TES: t (N)TV',0-HOLELUG. 80L TED TO GROUND BAR USING x·-1sx1-r.·ss HEX HEAD BOLTS & HA@RDWARE. TYP. , . MAIN LU OUNOBAR~ #2AWGSOLID TINNED BARE CU WIRE TO GROUND ROD ~PLY "NO.OX" OXIDE INHIBITOR AGENT TO LUG ANO BAR CONTACT SURFACE • GROUND CONNECTION (N)f 01A.X 1-112"SSBOLT. TYP.OF(2) TWO-HOLE GROUND LUG s~~~;: I 6 s~~~;: I 7 (N) PULu----~ JUNCTION BOX @ (NJ BONO BUSHING, TYP. @CONDU IT STUB-UP (NJ#2AWG FROM MGB ~ (N)#GAWG BONDING JUMPER. TYP. (NJ GROUND ROD WI GROUND CLAMP (VERIZON WIRELESS) GROUNDING AT PULL BOX s~~~;: I 3 (N)#6A'NG-----,.. BOND ING JUMPER \N) #6 AWG~'l-c'----c--.J GROUND CONDUCTOR (N)X" DIA.X10'-0" LONG COPPER H CLAD GROUND ROD. / GROUND ROD SHALL BE DRIVEN ~ / VERTICALLY, NOT :~RE;~!~~y 15" / fil!!Q!:! GROUNDING AT POLE REINFORCING NOT SHOWN FOR CLARITY. SEE SHEET S-t FOR POLE FOUNDATION 5~~~: 14 (N) ~-DIA. X 10'-0" LONG COPPER CLAD GROUND ROD. GROUND ROD SHALL BE (N)R-SERIES COMPOSITE ONE PIECE L1D WI N90 ~ BOLT DOWN KIT DRIVEN VERTICALLY, NOTTO~ EXCEED 15" VERTICALLY ~ 1. PULU JUNCTION BOX SHALL BE "CHRISTY" N16. IMTH ONE PIECE COMPOSITE LID AND N90 SS BOLT KIT AS MANUFACTURED BY OLDCASTLE ENCLOSURE SOLUTIONS (800-486-7070). 2. LIO SHALL BE MARKED "STREET LIGHTING", J. TOP OF VAULT SHALL BE SET FLUSH IMTH SURROUNDING ADJACENT SURFACE. 4. VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PR IOR TO ANY EXCAVATION. 5. UTILITY VAULT SHALL NOT BE INSTALLED IMTHIN THE BOUNDARIES OF NEW OR EXISTING CURB RAMPS. 6. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO 'NORK. 7, ALL CONCRETE REPAIR \'VORK SHALL BE DONE IN ACCORDANCE IMTH THE AMERICAN CONCRETE INSTITUTE (ACIJ 301. JUNCTION/ PULL BOX lli.!!2!:! filfil.!:. SCALE: N:fT 1. TRENCH BACKFILL: CLASS II OR CLASS Ill AGGREGATE BASE AT 90".4 COMPACTION. NATIVE MATERIALS MAY BE USED AS BACKFILL IMTH 'NRITTEN CONSENT OF /VE. NATIVE BACKFILL COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY SUITABILITY OF NATIVE BACKFILL PRIOR TO START OF CONSTRUCTION. 2. VERIFY LOCATIONS OF ALL EXISTING UTILlTlES BELOWGRAOE VIA UNDERGROUND SERVICE LOCATOR PR IOR TO ANY EXCAVATION, J. ADJUST LOCATION OF TRENCH AS REQUIRED PER RESULTS OF UNDERGROUND SERV1CE LOCATOR RESULTS TO AVOID CONFLICT VV'ITH EX ISTING UT ILITIES. 4, PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO WORK. 5. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE VV'ITH THE AMER ICAN CONCRETE INSTITUTE (ACl)301. UTILITY TRENCH s~~~;: I 2 ~ J AMC S VACCARO A R C H l T E CT, I N C. •IIOOr>IDEEWAT.UMTC ~AClflCAICAIUO" •IH,Ollll70PHONEl•lj,9U.1•11f/<J. f,lfO•svARCHllfCl.COM WWW.IV .... RCHll(CT.COM MODUS. INC. 240 ~~:!~~c~~~~c}:~1~<X>R verizo n" VERIZON WIRELESS 273,MlTCHEllORIVE,SVlfE9 WALNUTCREEl(,CA91~!16 CO NSu LUfil N N 0 0:::N w~ a.. 0 :J (f) uo... 10 u.. Cl) 0 f-o a:: z f-~..,. ~ ~~o ~ w::J~oco ;;!o«:«:o ,"'us:ob ~'5o~~ S:~~u~ ~~ ffi ~~ u ·O..:::J ~C/)::J Q_ ~go~ 0.. ~ <t: 8 . . REV 1 DATE ISSUE 10/2612017 I 90°~ CONSTRUCTION 219/20 18 I 100% CONSTRUCTION 312612018 [100"~ CONSTRUCT10N REV. TH(SEPl.,O.NSAAEINSTRUMENTSOf'SERVICEANOAAla FOR.TH£CLIENT'SUSES0LELT ...... THRESPECTTOTHIS =~~f~·:~i~=:~LP~~::~E ~:~~3~ffE::~L~i:i:1~t~ SHEEIIITLE DETAILS EP-3 "' 1J I ~ rn rn~ Iii 1 111 CJ) "U m () :;; 0 )> --i 0 z CJ) 1! ll l I i r r i f J J i SF _CUPER022 CPSC022 PUBLI C ROW AD JACENT TO 10041 S. DE A NZA BOULEVARD CUPERTIN O , CA 950 14 AP N : PUBLIC ROW ADJACENT TO 359-08-0 18 en 1J I I\,) t • ~ ~ !i :: CJ) -0 m () =n n ~ a z CJ) SF _CUPER022 CPSC022 PUBLI C ROW ADJACE NT T O 10041 S. DE ANZA BOULEVARD C UPER TIN O, CA 9501 4 A PN : PUBLIC ROW ADJACENT TO 359-08 -0 18 ~ -< ~ Ii ~ ... i~ z -· N ~~ :f ~-~ ;o 0 t~ ~ :i:: ~ =t is a O •O S c ~ yi :z ~ () r > L ~ J> n :S X rn -(J) ~ ~ n n :< n -J> 2 ;o f' 0 CJ) -c I w en "U m Q "Tl c'i )> -i 0 z en !" ,. SF _CUPER022 CPSC022 PUBLIC ROW ADJACENT TO 10041 S. DE ANZA BOULEVARD CUPERT IN O, CA 95014 APN: PUBLIC ROW ADJACENT TO 359-08-018 1 11 1 11 i! > L D )> n 3: ~ rn -l/l ~ < n fl " (l -)> z ;o !"' 0