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18-088 Encroachment Agreement, GTE Mobilnet, R.O.W. at 20065 Stevens Creek Blvd.CUP ERO 13 / 41 77 03 ()..u .. w . ,1-r zuc, 65 5-[c·.:C/J~ c12Ctk ,31,,I0 -C.:?t'e'c.:\3' ENCROACHMENT AGREEMENT This Encroachment Agreement ("Encroachment Agreement"), made this ~ day of ti 11 { , 20 ~ ("Effective Date") between the City of Cupe11ino , a political subdivision of the State of California, hereinafter designated "Licensor" and GTE Mobilnet of California Liinited Pai1nership, d/b/a Verizon Wireless , with its principal offices at c/o Verizon Wireless, 180 Washington Valley Road, Bedminster, New Jersey 07921, hereinafter designated "Licensee": . . 1. Encroachment Agreement. This is an Encroachment Agreement as referenced in that certain SmaH Cell License Agreement between Licensor and Licensee dated May 16, 2017 ("Agreement"). This Encroachment Agreement shall serve as an encroachment license . All of the terins and conditions of the Agreement are incorporated herebYby reference and made a pai1 hereof without the necessity of repeating or attaching the Agreement.· In the event of a contradiction, modification or inconsistency between the te1ms of the Agreement and this Encroachment Agreement, the tel'ms 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 ind1cated 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 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 certificates, permits and other approvals ( collectively the "Governmental Approvals") that may be required by any Federal, State or Local authorities, as well as a satisfactory fiber and electrical connection which will permit Licensee use of the Licensed Area as set f011h above. In the event that (i) any of such applications for such Governmental.Approvals should be finally rejected ; (ii) any Governmental Approval issued to Licensee is canceled, expires, lapses, or is otherwise withdrawn or terininated by governmental authmity; (iii) Licensee determines that such Governmental Approvals may not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in a satisfactory manner, or maintain any fiber or power connection; or (v) Licensee determines that the Licensed Area is no longer technically compatible for its use, Licensee shall have the right to terminate this Encroachment Agreement. Notice of Licensee's exercise of its right to terininate shall be given to Licensee in writing by ce11ified IO 15 80305 _ l .docx mail , return receipt requested, and shall be effective upon the mailing of such notice by Licensee, or upon such later date as designated by Licensee . All rentals paid to said tennination date shall be retained by Licensor. Upon such te1mination, this Encroachment Agreement shall be of no fmther force or effect except to the extent of the representations, wananties and indemnities made by each paity to the other hereunder. Othe1wise, Licensee shall have no fmther obligations for the payment of Rent to Licensor. 8. Miscellaneous . -------~---------------~- [Signature page follows] EXECUTED to be effective as of the date shown above. ATIEST: i,,, ~# =~ftrk · Exhibits: Attachment 1. LICENSOR: City of Cupe11ino, a political subdivision of the State of California By C?5/t- Name: __ C'~H._~_:_:u=-----M_o_5 _<.C<...:...f ____ _ Title: Cl 7'f O.Je,.,-tJ<[(',l LICENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP, D/B/A VERIZON WIRELESS by Cellco Pai1nership, its General Pai1ner By:. St0tt Y~2wzift s )1)t ~ Name: ---=g=--o-'---'---tt&W_,__W@_rt_;____ Title: D,~~ NetU)iXY-- verizon" ~ww ~ ffi B ~ J a:: > ...I w z < ::I;: iii ii: Lnii u WHEATON OR u. ~ > SITE ~ ~ STEVENS CREEK BLVD ! ia•l[etl~,1~ .. l.'IU.1~l;cuPER~~ OIRECTIONS FROM VERIZON WIRELESS OFFICE WALNUT CREEK CA: HEAD NORTHEAST ON MI TCHELL OR TOWARD OAK GROVE RO TURN LEFT ONTO OAK GROVE RO use THE LEFT 2 LANES TO TURN LEFT ONTO TREAT 8LVD TURN RIGHT ONTO N MAIN ST TURN RIGHT ONTO THE INTERSTATE 680 S RAMP TO OAKLANOISAN JOSE MERGE O NTO 1-680 S CONTINUE ONTO 1·280 N TAKE THE WOLFE ROAD EX IT USE THE LEFT 2 LANES TO TURN LEFT ONTO N WOLFE RO TURN RIGHT ONTO STEVENS CREEK BLVD 1•rnh"Al~CcJ·11sJ=w•[•m-1P\'i TITLE I SIGNATURE DATE VERIZON PM --- VERIZON CM --- VERIZON RF --- MODUS PM --- MODUS CM --- UTILITIES --- LANDLORD/ PROPERTY OWNER i.-4EcW.:.\il1d:i:li•M PROJECT DESCRIPTION THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNED VVIRELESS TELECOMMUN ICATION FACILITY CONSISTIN G OF AN ANTENNA ANO ASSOC IA TEO EQUIPMENT ON A CITY OF CUPERTINO STEEL LIGHT POLE IN THE PUBLIC RIGHT OF WAY. EXISTING POLE AND FOU NDATION TO BE REMOVED AND REPLACED VV1TH NEW STEEL POLE ANO CONCRETE FOUNDATION. EXISTING POLE FOUNDATION TO BE DEMOLISHEC TO A MINIMUM DEPTH BELOW EXISTING GRADE ANO ABANDONED tN PLACE . GEN ERAL SCOPE OF WORK 0 ANTENNA ANO ASSOCIATED EQUIPMENT IN STALL A NEW CYLINDRICAL ANTENNA ANO EQUIPMENT ON A STEEL LIGHT POLE. INSTALLATION CONSISTS OF (1) NEW CYLINDRICAL ANTENNA CONCEALED IMTHIN NEW CONCEALMENT SHROUD AT TOP Of LIGHT POLE. (2) NEW RRUS EQUIPMENT CABINETS ANO (1) NEWLOAO CENTER/ DISCON NECT MOUNTED TO LIG~tT POLE AND ASSOCIATED POVvER . FIBER ANO COAXIAL CABLES ROUTED \MTHIN LIGHT POLE. 0 PAINT ALL NEW EQUIPMENT ANO MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE. INCLUDING ANTENNA SHROUO. MOUNTING BRACKETS. CABLE SHROUD/ SWEEP. RRUS UNITS. RRUS MOUNTING BRACKETS ANO LOAD CENTER. 0 CABLING CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER IMTHOUT EXCESS CABLE LOOPS. Q SIGNAGE FCCMANOATEO RF NOTICE/ WARNING ANO SHUT-DOWN SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS . TH E CITY Of CUPERTINO REQUIREMENTS. THE CALIFOR NIA PUBLIC UTILITIES COMMISION GENERAL ORDER 95 SECTI ON 94.5 ANO PACIFIC GAS ANO ELECTRIC REQUIREMENTS. Jii1»•r15:a•·rn-1:as11;u1•1s,,;' ARC HITECT JAMES VACCARO ARCHITECT. INC . 411 OONOEE WAY. UNIT C PACIFICA. CA 94044 CONT ACT: JAMES VACCARO. AIA CONTACT NUM BER . (415) 608-3670 FAX NUMBER . (4 15) 963-4471 EMAIL: JVACCARO@JVARCHITECT.COM SURVEYOR HAYES LANO SURVEYING ANO MAPPING 2830 MADIGAN COURT CONCORD. CA 94518 CONTACT : RICK HAYES CONTACT NUMBER: (925) 798-3591 EMAIL: RKSEYAH@COMCAST.NET STRUCTURAL ENGINEER JEFFREY M. VAN DYKE.SE. 1470FELTAROAO HEALDSBURG . CA 95448 CONTACT NUMBER: (707) 696-3721 EMAIL:JEFFREY@S TR UCTURALENGINEERlNGCON SUL TIN G.COII AGENT PROJECT MANAGER MODUS, INC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94 108 CONTACT: KEVIN BOWYER PHONE: (408)219·5442 EMAIL: KBOWYER@MOOUS-CORP.COM . PROJECT TEAM 1 ,;,[,~':,:;,, .;.J;:. SITE NAME: SITE ID: LOCATION CODE: SF _CUPER013 CPSC013 417703 LTPL288 ASSET ID: BADGE NUMBER: 5131 4993063026 SERVICE ID: SITE ADDRESS : PUBLIC ROW ADJACENT TO 20065 STEVENS CREEK BLVD CUPERTINO, CA 95014 SANTA CLARA COUNTY STEEL LIGHT POLE APPLICANT VERIZON \MRELESS 2785 MITCHELL DRIVE. SU ITE 9 WALNUT CREEK. CA 94598 CONTACT: JENNIFER HAAS PHONE. (650) 759-1377 COUNTY: SITE TYPE: EMAIL: JENNIFER .HAAS@VERIZONIMRELESS.COM AGENT MODUS. INC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94108 CONTACT. KEVIN BOWYER PHONE:(408)219-5442 EMAIL: KBOWYER@MOOUS-CORP.COM PROPERTY OWNER CITY OF CUPERTINO CUPERTINO CITY HALL 10300 TORRE AVENUE CUPERTINO. CA 950 14-3202 PHONE: (408)777-3354 EMAIL: ENGINEERING@CUPERTINO.ORG A .P.N.: OCCUPANCY TYPE: CONSTRUCTION TYPE: ZONING JURISDICTION: ZONING DESIGNATION LATITUDE (NAO 83): LONGITUDE (NAO 83): GROUND ELEVATION : ROW ADJACENT TO 316-23-096 NIA-LIGHT POLE IN ROW TYPE v-e CITY OF CUPERTINO P(CG.RES) 37"19"23.12"N 122"01"27.04"W .t205.8"AMSL ?Ji1iiiz•r1a:a11m1•1s1 1'1M 1r•1sr; ALL WORK AND MATERIALS SHALL BE PERFORMED ANO IN STALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE AUTHORITIES HAVIN G JURISDICTION. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOIMNG CODES ANO AUTHORITIES HAVING JURISDICTION. 2016 CALIFORNIA ADMINISTRATIVE CODE. TITLE 24 PART 1 2016 CALIFORNIA BUILDING CODE. TITLE 24 PART 2 20 16 CALIFORNIA ELECTRICAL CODE. TITLE 24 PART 3 2016 CALIFORNIA MECHANICAL CODE. TITLE 24 PART 4 20 16 CALIFORNIA PLUMBING CODE. TITLE 24 PART 5 2016 CALIFORNIA ENERGY CODE. TITLE 24 PART 6 2016 CALIFORNIA FIRE CODE. TITLE 24 PART 9 ANSUTIA-222-G 2018 NFPA 101 , LIFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTRICAL CODE 2016 NFPA 72. NAT!ONAL FIRE ALARM CODE 2016 NFPA 13. SPRINKLER CODE 2013 AASHTO LTS-6 STATE OF CALIFORNIA GENER AL ORDER NO. 128 CITY/ COUNTY ORDINANCES ANO CODES ACCESSIBILITY FACILITY IS UN-MANNED AND NOT FOR HUMAN REOUIREMENTS:HABITATION. DISABLED ACCESS NOT REOUIREC IN ACCORDANCE IMTH CALIFORNIA CODE OF REGULATIONS TITLE 24. PART 2, VOL. 1, CHAPTER l 1B. DIVISION 2, SECTION 116-203.5 . .._ 91.• l •l~ ti• 1t'J Iii" r.:.1~lti s:~~T I SHEET TITLE REV. T-1 I TITLE SHEET T-2 I SYMBOLS.ABBREVIATIONS T-3 I GENERAL NOTES C-1 I TOPOGRAPHIC SURVEY. EXISTING CONDITIONS A-1 I SIT E PLAN. ENLARGED ANTENNA LAYOUT. ENLARGED EQUIPMENT LAYOUT A-2.0 I ELEVATIONS A-2.1 I ELEVATIONS A-3 I DETAILS $-1 I STRUCTURAL NOTES. DETAILS S-2 I DETAILS EP-1 I SINGLE LINE DIAGRAM. EQUIPMENT GROUNDING DIAGRAM EP-2 I UTILITY PLAN . CONDUIT SC HEDULE. CIRCUIT DIAGRAM EP-3 I DETAILS SP-1 I SPEC IFICATIONS SP-2 I SPECIFICATIONS SP-3 I SPECIFICATIONS I Ji:j:j:ijmmt I l ~ JAM[S VACCARO A R C H I T E C T, I N C . •II OOUOEE WAY u1m c PA ClflCAICAo9 •0" <l i60al•701'ttOtlE••Uhl u 11fAX llfO•JVAl>CtlllECICOM WW W JVA ~CUlllC !.COM CCTE ~"~-~~---- (@ ---M-0-DUS,.,.IN.,..C,c-.--- i"'°srocl(lONsrHEEI JROFLOOII S,O.UFRANCISC0 CA &~10II verizon" VERIZON WIRELESS 278~M11 Cf<ELL OHIVli SUITEg 'tll<lt,UI CRE[K CA~~~& CONSUL TAN TS M ..... 0 0::: C') Wo D. u ::) Cl) (.) Q_ ,u u. Cl) 0 0 f-l-::; m I-en V (..) z ~a<( jt!j~OCD <(Q:'.<(<(~ 3uus;o\ <(U)cj0~ s;Zzo:'.<D 0 !!; i= ',!;;; a:::wet::-.JQ u1-wen1--(/)a..=> _J I.O => a.. en CD (.) •• :JO Z a..o a.. N <( ~~"~::'"~ I~ c.,n,1 * ~ ;;'":::':.J REV I DATE ISSUE 10/13/2017 1 90%CONSTRUCTION 21712018 I !~CONSTRUCTION !lt~SEP1..AN$AR~IN$!HUM(rl1S0f$EHVIC1!A N0"-HE FOIi !HE Cl.1EN1"$ USE SOI.E~ V Witt RESl'[CI 10 f111$ PAOJt:CT IHESEPlANSSt"'-1.lN016£Al1ClllEO MOOlflEOOR R(PROOUCEO IN PART OR IN WIOI.[ W!tlOUIPRIORv.,,lillEl<COUSCNf IHESEl'l.,t.NS AII E FOH r.lMIEOIOIIEfULL-SIZEl<IARCttD:Wx)6· COPVl0Gtt !~l6.IAl,IE9Vl<CCAHOAAC111lfCT ltlC TITLE SHEET T-1 & ANO ·t· ANGLE co CONSTRUCTION EXP EXPANSION @ AT DRAIAIINGS EXP EXPOSED l ANGLE , BY CEC CALIFORN IA ELECTRICAL EXT EKTER10R l LENGTH ' CENTERLINE CODE EXT EXTINGUISHER l AO LADDER DEGREE CEM PLAS CEMENT PLASTER F FAHRENHEIT LJ\G LAG BOLT 0 DIAMETER CERT CERTIFY FAB FARICATE(D) lAM LAMINATE EQUAL CFC CALIFORN IA FIRE CODE FAR FLOOR AREA RATIO lAT LATITUDE '" EXISTING CF/Cl CONTRACTOR FURNISHED/ FDTN FOUNDATION lAV LAVATORY FEET CONTRACTOR FE FIRE EXTINGUISHER lB LAG BOLT INCH(ES) INSTALLED FF FINISH FACE LBS POUND <NI NEW CF/01 CONTRACTOR FUR NISHED/ FF&E FURNITURE. FIXTURE. ANO LEO LIGHT EMITTING OIOOE . NUMBER OWNER INSTALLED EQUIPMEN T lF LINEAR FEET , PER CFM CUBIC FEET PER MINUTE FH FIRE HYDRANT lH LEFT HAND % PERCENT CHK CHECK FIN FINISH lHR LEFT HANO REVERSE ' PLATE c,R CIRCLE FLASH FLASHING lHS LEFT HANO SIDE ' PLUS/MINUS CJ CONSTRUCTION JOINT FLEX FLEXIBLE UN LINEAR AB ANCHOR BOLT CJ CONTROL JOINT FlR FLOOR LKNT LOCKNUT AC ALTERNATING CURRENT Cl CENTERLINE FLOUR FLUORESCENT LKWASH LOCKWASHER AC ASPHAL TIC CONCRETE CLASS CLASSJFICA TION FM FACTORY MUTUAL ll LIVE LOAD A/C AIR CONDITIONING ClG CEILING FO FIELDOROER LlH LONG LEG HORJZONTAL AC, AMERICAN CONCRETE ClR CLEAR FO FINISHED OPENING llV LONG LEG VERTICAL INSTITUTE CM CONSTRUCTION MANAGER FOC FACE OF CONCRETE lN LANE ACT ACOUSTICAL CEILING TILE CMC CALIFOR NI A MECHANICAL FOF FACE OF FINISH lNG LIOUID NATURAL GAS ADA AMERICANS WITH CODE FOS FACE OF STUO lOC LOCATION DISABILITIES ACT CMU CONCRETE MASONRY FOW FACE OF WALL LONG LONGITUDINAL ADJ ADJACENT UNIT FP FIRE PROTECTION l l LIGHT AOMIN ADMINISTRATION co COMPANY FP FIREPROOF LTD LIMITED A/E ARCHITECT/ ENGINEER co, CERTIFICATE OF FR FIRE RATING llE LONG TERM EVOLUTION AFF ABOVE FINISHED FLOOR OCCUPANCY FR FIRE RESISTANT llG LIGHTING AGl ABOVE GROUND LEVEL COAX COAXIAL CABLE FRMG FRAMING lVO LOUVERED AHJ AUTHORITY HAVING CONC CONCRETE FRP FIBER REINFORCED lVR LOUVER JURISDICTION COND CONDITION PLASTIC M AINT MAINTENANCE A,A AMERICAN INSTITUTE OF CONN CONNECT FRT FIRE RETARDANT MAN MANUAL ARCHITECTS CONT CONTINUOUS TREATED MATL MATERIAL AISC AMERICAN INSTITUTE OF COORD COORDINATE FRW, FREEWAY MAX MAXIMUM STEEL COR CHANGE ORDER REQUEST FT FEET MB MACHINE BOLT CONSTRUCTION COOR CORRIDOR FT FIRE TREATED MC MC CHANNEL All ALTERNATE CPT CARPET FT FOOT MOF MEDIUM·DENSITY ALUM ALUMINUM cs, CONSTRUCTION FT/LB FOOT/ POUND FIBREBOARD AMP AMPERE SPECIFICATIONS FTG FOOTING MECH MECHANICAL AMSl ABOVE MEAN SEA LEVEL INSTITUTE FURN FURNISH MED MEDIUM ANOO ANODIZE CSK COUNTER SUNK FUT FUTURE MEMS MEMBRANE ANSI AMERICAN NATIONAL CSMT CASEMENT GA GAGE MFR MANUFACTURER STANDARDS CT CERAMIC TILE GA GYPSUM ASSOCIATION MFR REC MANUFACTURER'S INSTITUTE CTG COATING GAl GALLON RECOMMENDATION ANT ANTENNA CTR CENTER GALV GALVANIZED MHZ MEGAHERTZ APA AMERICAN PLYVVOOO CTRL CONTROL GB GRAB BAR M ,D MIDDLE ASSOCIATION cu COPPER GC GENERAL CONTRACTOR M'" MINIMUM APPROX APPROXIMATE CUYO CUBIC YARD GEN GENERATOR MIRR MIRROR ARCH ARCHITECT cw CLOCKWISE GFCI GROUND FAULT CIRCUIT MISC MISCELLANEOUS ASCE AMERICAN SOCIETY OF CYl CYLINDER INTERRUPTER MK MARK CIVIL ENGINEERS d PENNY \NAIL) GLULAM GLUED LAMINATED WOOD Ml METAL LATH ASHRAE AMERICAN SOCIETY OF 0 DEPTH GSB GYPSUM SHEATHING MLOG MOLDING HEATING, REFR IGERATING DBL DOUBLE BOARD Ml"'1 MILLWORK ANO AIR CONDITIONING oc OIRECTCURRENT GSM GALVANIZED SHEET M ETAL MN MAGNETIC NORTH EN GINEERS DEF DEFINITION GSM GLOBAL SYSTEM FOR MOD MODIFY AS, ARCHITEcrs DEG DEGREE MOBILE COMMUNICATION MOO BIT MODIFIED BITUMEN SUPPLEMENTAL DEMO DEMOLITION (DEMOLISH) GUAR GUARANTEE MR MOISTURE RESISTANT INSTRUCTIONS DEPT DEPARTMENT GYP GYPSUM MS MACHINE SCREW ASSN ASSOCIATION OET DETAIL GYP BO GYPSUM BOARD MSB MAIN SWITCHBOARD A.SSY ASSEMBLY OF DOUGLAS FIR GYP GYPSUM PLASTER MTO MOUNTED ASTM AMERICAN SOCIETY FOR 0,A DIAMETER HOG HOT DIPPED GALVANIZEO MTG MEETING TE STING DIAG DIAGONAL HOW HARDWARE MTG MOUNTING ANO MATERIALS DIFF DIFFERENCE HEX HEXAGONAL MTl METAL AUTO AUTOMATIC o,M DIMENSION HGR HANGER MULL MULLION AVE AVENUE OISC DISCONNECT HLDN HOLDDOWN MULT MULTIPLE AVG AVERAGE DIST DISTANCE HM HOLLOW METAL MUT MUNTIN AWG AMERICAN WIRE GAUGE D1V DIVISION HORIZ HORIZONTAL MW MICROWAVE AWS AMERICAN WELDING Dl DEAD LOAD HS HIGH STRENGTH N NORTH SOCIETY DMARC DEMARCATION POINT HT HEIGHT NA NOT APPLICABLE ,z AZIMUTH ON DOWN HVAC HEATING. VENTI LATING NC NOISE CRITERIA BIB BACK TO BACK OR OININGROOM ANO NEG NEGATIVE BAT BATTEN DR DOOR AIR CONDITIONING NFPA NATIONAL FIRE BATT BATTERY OS DOWNSPOUT HW, HIGHWAY PROTECTION BC BETWEEN CENTERS DWG DRAWING HYO HYDRANT ASSOCIATION BC BOLT CIRCLE E EAST ,AO INDOOR AIR QUALITY NFRC NATIONAL FENESTRATION BO BOARD EA EACH ,sc INTERNATIONAL BUILDING RATING BORY BOUNDARY EE EACH ENO CODE COUNCIL B1TUM BITUMINOUS EF EACH FACE ,cc INTERNATIONAL CODE we NOT IN CONTRACT 8KG BACKING EF EXTERIOR FINISH COUNCIL NO NUMBER BLDG BUILDING EFS EXTERIOR FINISH SYSTEM ,0 IDENTIFICATION NOM NOMINAL BlK BLOCK EGR EMERGENCY GENERATOR ,o INSIDE DIAMETER NORM NORMAL BLKG BLOCKING RECEPTACLE ,o INSIDE DIMENSION NRC NOISE REDUCTION Bll BUILT EIFS EXTERIOR INSULATION " INSIDE FACE COEFFICIENT BLVD BOULEVARD AND ,FS INSIDE FACE OF STUD NRCA NATIONAL ROOFING BM BEAM FINISH SYSTEM tLLU M ILLUMINATION CONTRACTORS BOT BOTTOM EJ EXPANSION JOINT !MEO IMMEDIATE ASSOCtATION BRG BEARING El ELEVATION ,N INCHES NS NO SCALE BRKT BRACKET ELAST ELASTOMERIC INCANO INCANDESCENT NTP NOTICE TO PROCEED BSMT BASEMENT ELEC ELECTRIC INCL INCLUDED NTS NOTTO SCALE BTWN BETWEEN ELEM ELEMENT INFO INFORMATION o, OVER BUR BUILT·UP ROOFING EMF ELECTROMAGNETIC INSUL INSULATION 0,0 OUT TO OUT BW BOTH WAYS FREQUENCY ,NT INTERIOR 0 OXYGEN C CHANNEL ENGR ENGINEER ,R INSIDE RADIUS 0G ON CENTER C TOC CENTER TO CENTER EPA ENVIRONMENTAL ,so INTERNATIONAL occ OCCUPY CAB CABINET PROTECTION AGENCY STANDARDS 00 OUTSIDE DIAMETER CBC CALIFORNIA BUILDING EPDM ETHYLENE CODE OF OUTSIDE FACE CODE POLYSTYRENE BOARD ,so ISOMETR IC OF/Cl Ov-JNER FURNISHED/ cco CONSTRUCTION CHANGE EO EQUAL J.Box JUNCTION BOX CONTRACTOR INSTALLED DIRECTIVE EQUIP EQUIPMENT JST JOIST OFIOI OINNER FURNISHED/ ccw COUNTERCLOCKWISE EQUIV EQUIVALENT K THOUSAND OWNER INSTALLED CD CONSTRUCTION EW EACH WAY "p THOUSAND POUNDS OFS OUTSIDE FACE OF STUDS DOCUMENTS EXCL EXCLUDE "' KITCHEN OPH OPPOSITE HAND KO KNOCKOUT OPNG OPENING ABBREVIATIONS OPP OPPOSITE OPT OPTIONAL SOFT SOUARE FOOT OSHA OCCUPATIONAL SAFETY SOIN SQUARE INCH ANO HEALTH ss STAINLESS STEEL ADMINISTRATION ST STAIRS PAR PARALLEL ST STREET PAR PARAPf:T STC SOUND TRANSMISSION PART PARTIAL CLASS PAT PATTERN STD STANDARD PB PANIC BAR Sll STEEL PB PULL BOX STIF STIFFENER PED PEDESTAL STOR STORAGE PEN PENETRATE STR STRAIGHT PERF PER FORA TEO STRUCT STRUCTURAL PERIM PERIMETER SUB SUBSTITUTE PERM PERMANENT SUP SUPPLEMENTARY PERP PERPENDICULAR SURR SURROUND PH PHASE SUSP SUSPEND PKW, PARKWAY SYM SYMBOL Pl PLATE SYMM SYMMETRICAL Pl PROPERTY LINE T TREAD PLJ\S PLASTER ,., TOP AND BOTTOM PLJ\S PLASTIC 1'G TONGUE AND GROOVE PLJ\T PLATFORM T&M TIME ANO MATERIALS PlYWO PlVV.000 TB THROUGH BOLT PN PART NUMBER TELCO TELECOMMUNICATIONS PNl PANEL COMPANY PO PURCHASE ORDER TEMP TEMPORARY PPC PO\/\ER PROTECTION THERM THERMAL CABINET THK THICKNESS PREFAB PREFABRICATE(D) THRES THRESHOLD PRELIM PRELIMINARY THRU THROUGH PREP PREPARATION TMA TOV>IER MOUNTED PREV PREVIOUS AMPLIFIER PROJ PROJECT TN TRUE NORTH PROP PROPERTY TO TOP OF PSF POUNDS PER SOUARE TOC TOP OF CONCRETE FOOT TOF TOP OF FLOOR PS, POUNDS PER SQUARE TOF TOP OF FOOTING INCH TOP TOP OF PARAPET PT PAINT TOPO TOPOGRAPHY PT POST TENSIONED TOS TOP OF SLAB PT PRESSURE TREATED TOW TOP OF WALL PV PHOTOVOLTAIC TRANS T RANSPARENT PVC POLYVINYL CHLORIDE TRAN S TRANSFORMER (PLASTIC) TS TUBE STEEL PWR POV>IER TYP TYPICAL QC QUALITY CONTROL u HEAT TRANSFER DTY QUANTITY COEFFICIENT QUAL QUALITY UG UNDERGROUND R RADIUS Ul UNOERWR ITERS R WERMAL RESISTANCE LABORATORIES RB RUBBER BASE UMTS UNIVERSAL MOBILE RCP REFLECTED CEILING PLAN TELECOMMUNICATIONS RO ROAD SYSTEM RD ROOF DRAIN UNO UNLESS NOTED REBAR REINFORCING STEEL BARS OTHERWISE REC RECESSED UON UNLESS OTHERWISE RECD RECEIVED NOTED RECPT RECEPTACLE UTIL UTILITY RECT RECTANGLE UV ULTRAVIOLET REF REFERENCE V VOLT REI NF REINFORCE VAR VARIES REM REMOVABLE VCT VINYL COMPOSITION TILE REO REQUIRE VENT VENTILATION REOD REQUIRED VERT VERTICAL RESIL RESILIENT V,F VERIFY IN FIELD REV REVISION voe VOLATILE ORGANIC RF RADIO FREQUENCY COMPOUND RF RESILIENT FLOORING VOLT VOLTAGE RFI REQUEST FOR w MST INFORMATION w "'DE RFP REQUEST FOR PROPOSAL .,. WITH RH RIGHT HAND w ,o WTHOUT RH ROOF HATCH WNV WALL TO WALL RHR RIGHT HANO REVERSE WG WATER CLOSET Rl ROOF LEADER WO WOOD RM ROOM WFBM WIDE FLANGE BEAM RND ROUND WI. 1/VlND LOAD RO ROUGH OPENING .... WIRE MESH ROW RIGHT OF WAY WO WORK ORDER RR RAILROAD WP WATERPROOFING RRU REMOTE RADIO UNIT WP WEATHERPROOF RWO REOWOOO WPM WATERPROOF MEMBRANE RW,. RAIN WATER LEADER WR WATER REPELLENT s SOUTH WR WATER RESISTANT SCH SCHEDULE WRB WATER RESISTIVE SD SMOKE DETECTOR BARRIER SE STRUCTURAL ENGINEER WRM WATER RESIST ANT SECT SECTION MEMBRANE SEl SELECT WT Vo/E IGHT SEP SEPARATE WWF WELDED WIRE FABRIC SF SQUARE FOOT (FEEn WMI, 'foJELOED WIRE MESH SHT SHEET WWR Vo.'ELOEDWIRE SHTHG SHEATHING REINFORCEMENT S,M SIMILAR X BRACE CROSS BRACE SJ SCORED JOINT XFMR TRANSFORMER SK SKETCH YD YARD SKLT SKYLIGHT SLNT SEALANT SlV SLEEVE SPEC SPECIFICATION SPKLR SPRINKLER so SQUARE 13 ROOM-ROOM NAME ,l ~ROOM NUMBER .L-COLUMN TAG 8-----oooR TAG & REVISION 0-NUMBER 0-WINOOWTAG REVISION CLOUD '--&=SEcr,oN REFERENCE SECTION NUMBER SHEET NUMBER ~OOOO--SPOT ELEVATION I \ X.--DETAIL NUMBER ,,--..,~DETAIL REFERENCE '---~ x. SHEET NUMBER ---0-GRID REFERENCE ELEVATION NUMBER -----=-MATCH ~ElEVA,,ON REFERENCE MATC H LI NE SHEET NUMBER LINE X x :~~~~~Wi.feER 0='NlER,OR ElEVA,,ON ~BREAK LINE ~ELEVATION NUMBER ...----PIPE BREAK MARK ----0-WALL TAG -----<i.-CENTERLINE ~EQUIPMENT TAG --PROPERTY/ LEASE LINE GRAPHIC SYMBOLS I 1 m1rWWMJ\i1'\i11 EARTH [:72'.2//a ~g~ED I@.~ ;~~~~,EgRAVEL l>»-tP&-i'f'#;',,j Pl YWOOD t )·-\:;':c 0:~+<] SANO ~GLULAM 1· ... . .. I CONCRETE ff'~srm !.O O O 00·1 6~~~~~~E LJ STEEL STUD ~ BRICK(PLAN) fWNNWVVWi ~:sTJLATION ,,~·.f?J?{,:1?.l?f.11 BR ICK (SECTION) IJ:t.l:1#€1#1J#i-l ~~~0 LJl,,oN ~ ~~~g~~~EUNIT (PLAN) ~·-··~ ~ .. ,, ,,·,·I iN°s~~:i~~y I I I I j -, ~~~g~~~EUNIT (SECTION) j ,: . ,·, .. :·· . '. ' ' I ~:~~ARD ~ ~~~~,~~~~;~UMBER f7 ~ C> c> ~I ~~s~~~ ANO WIRE MESH ~=~~~~~~~) I / f /I I ~~l~G MATERIALS SYMBOLS 12 ~ JAM F S VACCARO -A R C H I T E C T, I N C . <11 DOIICEEWAV,U!IO C ~A CIHCA •CA "''0" <1)608l6/0fHO!lf ••l)96).u 11 fA X llf06 JVAIIC,.ll[CICOM WW W,jV A~CHll fC I COM -CLIENT @) ~DUS .",,..INc:C:-.--- ,.o s;,.~:~'.:.:;~E~:?1~00R - 1 verizon" - VERIZON WIRELESS na~1.11rC1tELLOf(1yf_ SlJll EII WAl.NUTCREEotCAll4~ :1 CONSULTANTS • • RE, REV _.!_ -2. ---- M .... 0 a::: CV) w ..- c.. 8 ::> Cf) u 0. I 0 LL Cl) 0 0 f- l-~ ~ I-CO ~O Z >,'. 0 <{ ~~~o (D <{c:,:<{<t:gi 3 uu~e0 4:u,6 0~ ~ZzCl'.<D o ~f'=S2;;; a:: w a:: _J 0 (.))-WCO)- _U)Q.. :::::> _J L() :::::> a.. co (D (.) .. :::,o z a..o a.. N <{ 10/13/2017 1 90°.4 CONSTRUCTION 21712018 I 100%CONSTRUCTION '" ., !HES€ ~l.AIJSAIIE IUS IAU MENJ S OF S€11\/ICI: A.NCAIIE FOllll1EQ.!(Nl'SUSES0lElVW1ltAESPECTTO IHIS PMOIEC I t1t(S[PI.ANSSttAlllfOT8EA1.IEAEO MOOlflEOO!l AEPROOI.ICEOINPAAI ()MONVH;)tE u, ' "' Wll()UI PAIOH V>tlo1l~IJ C01lSE Nl n,esE PI..A NS AII E FOllt.lATTED ID ll[FIJI.L-SlZEAT AIIC!1 02•·~J,6· COl'V IOG1tl:0 18JAMESVACCAIID#JICHITECI INC EHTIILE '" SYMBOLS , ABBREVIATIONS T-2 enera otes GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ANO COORDINATE ALL NEW ANO EXISTING CONDITION SAND DIM ENSIONS AT JOB SITE FOR COMPARISON WITH ORAWlNGS ANO SPECIFICATIONS PRIOR TO BIDDING ANO START OF CONSTRUCTION, IF ANY DISCREPANCIES. INCONSISTENCIES OR OMISSIONS ARE FOUND. THE AR CHITECT/ ENGINEER SHALL BE NOTIFIED. IN WRlTlNG FOR CLARIFICATION PRIOR TO PROCEEDI NG IA'ITH WORK 2 DO NOT SCALE ORAWlNGS CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER FOR CLARIFICATIONS ALL DIMENSIONS SHALL BE FIELD VERIFIED SY THE CONTRACTOR ANO COORDINATEDWTH ALL OF THE WORK OF ALL TRADES IF DISCREPANCIES ARE FOUND. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING FOR ClARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF WORK 3 ABBREVIATIONS THROUGHOUT THE PlANS ARE THOSE IN COMMON USE . NOTIFY THE AR CHITECT/ ENGINEER OF ANY ABBREVIATIONS IN QUESTION 4. ALL MATERIALS FURNISHED ANO INSTALLED SHALL BE IN STRICT ACCORDANCE WlTH ALL APPLICABLE CODES. REGULATIONS. ANO ORDINANCES CONTRACTOR SHALL ISSUE All APPROPRIATE NOTICES AND COMPLY WlTH ALL LAWS. ORDINANCES. RULES. REGULATIONS. ANO LA\IVFUL 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. ORDINANC ES ANO APPLICABLE CODE ANO REGULATIONS. 6 UNLESS NOTED OTHERWlSE. THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT. APPURTENANCES . ANO LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7 THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT ANO MATERIALS IN ACCORDANCE 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 BY THE ARCHITECT/ENGINEER . 9 LEGAL EXITS SHALL NOT BE BLOCKED AT ANYTIME . 10. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY LOCAL CODES. 11 . THE ARCHITECT/ ENGINEER SHALL BE CONSUL TEO IN ANY/ ALL CASES WHERE CUTTING INTO AN EXISTING STRUCTURAL PORTION OF ANY STRUCTURE IS NECESSARY. PRIOR TO PROCEEDING WITH WORK. 12 CONTRACTOR SHALL VERIFY ACTUAL ROUTING OF CONDUIT, POWER ANO FIBER CABLES GROUND CABLES AS SHOI/I/N . CONTRACTOR SHALL SHALL AOD NEW CONDU IT AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUA1. ROUTING WlTH THE CON STRUCTION MANAGER. 13 THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS. LANDSCAPING AND STRUCTURES ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER 14 . CLEAN UP ANO DISPOSAL-REMOVE DEBRIS, RUBBISH AND WASTE MATERIAL FROM THE DIIVNER'S PROPERTY TO A LA\IVFUU LEGAL DISPOSAL AREA AND PAY ALL HAULING ANO DUMPING COSTS . CONFORM TO PERTAINING FEDERAL, STATE AND LOCAL LAWS, REGULATIONS ANO ORDERS UPON COMPLETION OF WORK ALL CONSTRUCTION AREAS SHALL BE LEFT CLEAN ANO FREE FROM DEBRIS. CLEAN ALL STAINS. PAINT SPOTS . DROPPINGS, AND OTHER BLEMISHES 15. THE CONTRACTOR SHALL PROTECT ALL FINISH WORK ANO SURFACES FROM DAMAGE OU RING THE COURSE OF CONSTRUCTION ANO SHALL REPLACE ANDI OR REPAIR All DAMAGED SURFACES CAUSED BY THE CONTRACTOR OR SUBCONTRACTOR PERSONNEL TO THE SATISFACTION OF THE OWNER . 16. PRIOR TO INSPECTION OF THE EXISTING FACILITY. THE CONTRACTOR MUST RECEIVE PERMISSION FOR SITE ACCESS FROM THE OWNER OR THE DESIGNATED REPRESENTATIVE. 17 WHEN IT IS NECESSARY TO IN TERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS ANDI OR CONNECTION, A MINIMUM Of 48 HOUR S 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 CONTRAC TORS PERFORMIN G WORK ON THE SITE SHALL BE RESPONSIBLE FOR INITIATIN G. MAINTAINING AND SUPERVISING A REASONABLE AND PRUDENT SAFETY PROGRAM IN CLUDIN G BUT NOT LIMITED TO THE ISOLATION OF WORK AREAS ANO THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MAY ENDANGER THE PUBLIC OR WORKERS. 19. THE CONTR ACTOR SHALL VERIFY TH E LOCATION OF ALL EXISTING UTILITIES BELOWGRAOE ANO RELATED SERVICE CONNECTIONS WlTH THE RESPECTIVE UTILITY COMPANIES 20. THE CONTRACTOR SHALL COORDINATE THE REMOVAL. ABANDONMENT. ANO/ OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW GRADE ~TH THE RESPECTIVE UTILITY COMPANI ES. 21 . THE CONTRACTOR SHALL PERFORM ALL WORK WTHIN 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 CONCR ETE IN STITUTE (ACI) 301 , 23. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WTH AISC SPEC IFICATI ONS. 24 . THE EXISTING SITE IS IN FULL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTIN G NORMAL OPERATION . ANY WORK MUST BE COORDINATED 'MTH THE OW,.,ER. ALSO. WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE WINDOW TO MINIMIZE DISTURBANCE . 25. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY SUBSTITUTIONS. INCLUDING CHANGES IN PRODUCTS, MATERIALS. EQUIPMENT ANO DETAILS OF CONSTRUCTIONS FROM THOSE SHOVVN THE SUBSTITUTIONS PROCEDURES PER SPEC IFICATION S SECTION 01 25 00 SHALL BE FOLLOWED. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PERFORMANCE ANO ASSOCIATED COST S FOR ANY SUBSTITUTION NOT APPROVED IN WRITING BY THE ARCHITECT/ ENGINEER PER SPECIFICATIONS SECTION 01 2500 26. PROVIDE A PORTABLE FIRE EXTINGUISHER WlTH A RATING OF NOT LESS THAN 2-AOR 2-Al10·BC VIIITHIN 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 DUR ING CO NSTRUC TION . 28. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQU IPME NT ANO MATERIALS 'NH!CH MUST IN TERFACE ANO COORDINATE WffH OTHERS. WHETHER OET AILED OR NOT. 31 , THE CONTRACTOR SHALL OBTAIN OSHA PERMITS FOR ANY VERTICAL EXCAVATION OVER 5'-0" DEEP INTO WHICH PERSONS MUST DESCEND. 32 . ALL DISSIMILAR METALLIC MATERIALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. WHETHER DETAILED OR NOT. 33. ALL WOOD IN CONTACT WlTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE 2 S1te Work otes SITE WORK NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES ANO CONDUCT UNDERGROUND UTILITY LOCATING ANO MAPPING PRIOR TO THE START OF CONSTRU CTION. 2. ALL EXISTING ACTIVE SEWER . WATER , GAS. ELECTRIC, AND OTHER UTIL1TIES WHERE ENCOUNTERED IN THE WORK. SHALL BE PROTECTED AT ALL TIM ES. ANO WHERE REQUIRED FOR THE PROPER EXECUTION OF TH E 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 DR ILLING PIERS AR OU ND OR NEAR UTILITIES. 3 ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS ANO PROJECT SPECIFICATIONS. 4. IF NECESSARY. RUBBISH. STUMPS. DEBRIS. STICKS. STONES AND OTHER REFUSE SHALL Bf REMOVED FROM THE SITE ANO DISPOSED OF LEGALLY. S. ALL EXISTING INACTIVE SEWER . WATER . GAS. ELECTRIC AND OTHER UTILITIES. WHICH IN TERFERE WITH THE EXECUTION OF THE WORK. SHALL BE REMOVED AN DIOR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WlTH TH E EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR. OWNER AND/OR LOCAL UTILITIES. 6. CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO ANY EXCAVATION. 7. CONTRACTOR SHALL CEASE EXCAVATING IF UNIDENTIFIED UTILITIES ARE ENCOUNTERED. 8. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OVVNER OF EXCAVATION DAMAGE ANO TAKE STEPS TO MITIGATE DAMAGE ANO/ OR ASSIST WlTH 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 SIGNAGE IN ACCORDANCE VVITH VERIZON WIRELESS AN O AUTH ORITY HAVE JURISDICTION SPECIFICATIONS FOR SITE SIGNAGE. 12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTR UCTION. EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION , SHALL BE IN CONFORMANCE WTH THE LOCAL GUIDELINES FOR EROSION ANO SEDIMENT CONTROL. CONCRETE NOTES 1. ALL POUREO•IN •PLACE CONCR ETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4.000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED (OES1G N BASIS 2.500 PSl•NO SPECIAL INSPECTION REQUIRED). CEMENT TO BE TYPE 11 FROM TESTED STOCK PER ASTM C·ISO. 2. CONCRETE FORM TOLERANCES SHALL BE WITHIN TH E STANDARDS SET BY THE AMERICAN CONCRETE INSTITUTE 3. AL L REINFORCING STEEL. ANCHOR SOL T S, DOWELS ANO OTH ER INSERTS SHALL BE SECURED IN POSITION ANO INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR PRIOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLE SS SPECIFICALLY DETAILED. REFER TO ARCHITECTURAL, MECHANICAL. PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS 5. FORM EXPOSED CORNERS OF COLU MNS. BEAM S. WALLS. ETC WITH 3/4 INCH CHAMFERS UNLESS DETAILED OTHERWISE. 6 . PROVIDE LI GHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWSE. Rei rcmg tee otes REINFORCING STEEL NOTES I. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 U.O N. 2. BARS SHALL BE CLEAN OF MUD. OIL OR OTHER COATINGS LIKELY TO IMPAIR BONDING 3 ALL RE IN FORCING SHALL BE SECURED IN PLACE PRIOR TO PLAC IN G CONCRETE OR GROUTING MASONRY 4 REINFORCING STEE L SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. Stee otes STEEL NOTES 1. ALL STRUCTURAL ANO MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A·JG ANO SHALL BE FABRICATED ANO ERECTED IN ACCORDANCE WITH A.1 .S.C SPECIFICATIONS FOR THE DESIGN FABR ICATION ANO ERECTION OF STRUCTURAL STEEL FOR BU ILDINGS, LATEST ADDITION. 2. BOLTS SHALL CONFORM TOASTM A307 , UNLESS NOTED OTHERWISE. 3. PIPE STEEL SHALL CONFORM TO ASTM A·53 . GRACE B. 4. PLATES SHALL CONFORM TO ASTM A·36. 5. ALL STEEL PERMANENTLY EXPOSED TO MATHER. (INCLUDING NUTS. BOLTS. WASHERS) SHALL BE HOT·OIP GALVANIZED AFTER FABRICATION , 6 . INSTALLATION OF CONCRETE EXPANSIONMIEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE BOLT. DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RE COMMENDATION FOR EMSEOMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CU T WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPEC IAL INSPECTIONS, REQUIRED BY GOVERNING CODES. SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER·S MAXIMUM ALLOWABLE LOADS e ding Notes WELDING NOTES 1. TH E QUALITY OF MATERIALS ANO THE FABR IC ATION OF ALL WELDED CONNECTIONS SHALL BE IN CONFORMANCE 'MTH THE AMER ICAN WELDING SOCIETY'S STRUCTURAL W!::LO\NG COOE.AWS 01 .1 LATEST EDITION . 2. WELDING SHALL BE LIMITED TO SI NGLE PASS FILLET WELDS. ANO SHALL BE PERFORMED BY CERTIFIE D WELDERS IN AN APPROVED SHOP PER CBC SECTION 1704.2.5.2 . NO SPECIAL INSPECTION OF WELDING IS RE QUIRED. 3. ALL WELDING SHALL BE DONE BY CERTIFIED W!::LOERS USING PRE.QUALIFIED WELDING PROCEDURES. amtmg otes PAINTING NOTES 1. EXTRA MATER IALS: DELIVER TO OWN ER 1 QUART OF EACH COLOR ANO TYPE OF FINISH CO AT PAINT USED ON PROJECT, IN CONTAINERS. PROPERLY LABELED ANO SEALED. 2. MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHER'MSE. 3 . MATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE V\IITH ONE ANOTHER AND WlTH SUBSTRATES. 4. FOR EACH COAT IN A PAINT SYSTEM . PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR USE IN PAINT SYSTEM AN O ON SUBSTRATE INDICATED. 5 REMOVE HARDINARE. ANO SIMILAR ITEMS THAT ARE NOT TO BE PAINTED. MASK ITEM S THAT CANNOT BE REMOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTI NG IS COMPLETE. 6 . CLEAN ANO PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA. SCHEDULE PAINTING SO CLEANING OPERATIONS WILL NOT DAMAGE NEVIii. Y PAINTED SURFACES . 7. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 8. APPLY PAINTS TO PRODUCE SURFACE FILMS VIIITHOUT CLOUDINESS. SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS. ROLLER TRACKING, RUNS. SAGS, ROPINESS. OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINE S ANO COLOR BREAKS. 9. !F 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 0990 00 FOR PAINTING ANO COATING SPECIFICATIONS. LI GHTING NOTES 1. LUMINAIRES. JUNCTION BOXES, 1-112" RIGID METAL CONDUIT. 1-112" PVC CONDUIT, ANO POlES SHALL COMP\. YWITH SECTION 86 OF THE CAL TRANS STANDAR D SPECIFICATIONS ANO CITY OF CUPER TIN O STANDARD DETAILS. 2. LUMINAIRES MAY BE CUT OFF, TYPE M·II OR M·III 1.E.S. LI GH T DISTRIBUTION. UNLESS OTHERWISE NOTED. AT CUL-OE -SACS USE TYPE M ·HI OR BETTER . UNLESS OTHERWISE NOTED. 3 THE ELECTROLIER ARM LENGTH SHALL BE TWELVE FEET FOR FORTY FOOT STREET WIDTHS! WITH SIDEWALKS. EIGHT FEET VIIITHOUT SIDEWALKS. AND SHALL BE FIFTEEN FEET AT CUL-DE-SACS. 4. TH E SERVICE SUPPLYING ELECTROLIER CIRCUIT SHALL BE FUSED ANO GROU NDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AT THE FIRST JUNCTION BOX. AN ADDITIONAL FUSE IS REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR . CONDUCTORS SHALL BE #8 THW UN LESS OTHERWISE NOTED ANO ALL SERVICE SHALL BE 120VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCATED AT THE LU MINAIR E UNLESS OTHERWISE NOTED. 5. 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 CONDU CTORS. UNDERGROUND SERVICE ALERT SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTILITIES. 6 PRIOR TO PLACING ANY WORK OTHER THAN CURB AND GUTTER. THE CONTRACTOR SHALL SUPPLY THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT WITH A PACIFIC GAS AND ELECTRIC COMPANY ELECTRICAL PO\IVER DE SIGN WITH ELECTRICAL SERVICE POINTS ANO POLE NUMBERS. 7, A CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT CONNECTION ORDER IS REOUIRE TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT {PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO IN SPECTION FOR SUBMITTAL TO PACIFIC GAS ANO ELECTR IC). 8, CO NTACT PACIFIC GAS ANO ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT FOR IN SPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRlCA.L INSPECTIONS. 9. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL . MANUFACTU RER·S SUBMITTAL$ FOR: ALL NEW LUMINAIR:ES 10. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTR ICAL ,:::;-JA MFS VA CCARO A R C H I T E C T, I N C. •II OOIIO(E WAY.U!III C PA C•tCA ICA "•Ou ,ui.oa ,.1o n ,011E 1 oi ~•,i u n I AK llf0 .. JVAl!Ctlll[C1 COM WWW .JVAIIO!ll[C !.CO M CTIEtIT @) ___ M_O_Dus :-IN_C ____ _ 2•os~:!:.g~e~:1:00R verizon" VERIZON WIRELESS na~MITCttEUDAIVE SU IIEV WALNUTOIEEit.CAll-!~9-1 CON SULTANTS M .... 0 et:: C0 Wo C. () ::> (/) (.) 0.... 10 LL en 00 f- f-> z _J w 1--ro~u Z SC o <{ ~tij~Clm <(o::<(<(~ c5uU:i!:o\ <i:tflci0~ :'!:Zzn'.<O o\s;f'='2;:; 0:: w 0:: ...JQ u 1--w ro 1--_ tfl O..:::, _J l!) =:, a. CDcoU ·· :JO Z 0.. 0 0.. N <{ 0 . . . REV ] OATe ISSUE 10/13/2017 1 90%CONSTRUCTION 21712018 I 100'%CONSTRUCTION CODE. 1--+---t------- 11 ALL OVER LOAD PROTECTION (FUSES) SHALL BE 1--+---t------- SIZED IN ACCORDANCE WlTH TH E NATIONAL ELECTRICAL cooe. 12 . WHENEVER AN INSTALLATION IS NEAR ANY OVER HEAD WIRES/ CONDUCTORS. A CLEARANCE! MUST BE OBTAINED FROM PACIFIC GAS ANO ELECTRIC PRIOR TO INSTALLATION. 1111:SE ~L.ANSAHE 1NS1AVM(t11S OI' SE1<Y1CE AND ARE FOA lltECl![Hl'SU:.l:SOLElY WI IHAESPECIIOTl-ilS PIIOJECT THESEP\.ANSStlAI.LNOl8EAI.TEAED MOO,FIEOOR REPRODUCED Ul PAIi! OR IN 'MiOI.E V.1 11,0UI PA IOAWNITTE II COUSEH! l>tESE PV.NSAAE FORl,IAIIE0 1011E ruu.SlZEA I AIICli DZ•"K:16" COl>'1RIO>tl:'O l6JAM[SYACCAllOAIIClillECI U,C GENERAL NOTES T -3 """" 81.JII.O//'JC APN: .llll-2J-09f w<ISCAP<HG PAVED SURFACE DQS,WC flt.Al.DING APH: .JI0-2.J- OJJ i ~:~I ~,,,;: .. }~ ....,__ ___ _, '·, ..... ,~-..... ...s.....l E] g "'""'" OWATCR 1'£7(R "'""""" GEODETIC COORD/NA TES TAKEN HERE AT CENTER OF SECTORS (HAD a,) ,if.:::::.~= oasrwc CROONO EUVA»oN: Ar845£ ori.rPOt.£-2f)!J..tr AMSL L-'NDSC,OPWC ~ STEVENS CREEK BOULEVARD 10.ITOl'/JINICrUl'-J// J:JliPHS10JB0r-1o.rrM1. :s1Qfl'Dl'-l.1'AGI. S101B0r-a1'MZ. /P«E&Ul'awd~I/Z" I 11~'''""""' SWlliUR ni,,-1e1.•' ~ EXISTING GROUND D.£VA110N: AT BASE OF LT PQ.£-2fXJ.II' MISI.. f:,!r:,~r1:1;/:::r:.,.o-::..w. ~ PfM'~·~· ------------------------------POLE DETAIL 5 SCALE , ... 5' N w*, o,s,wc ....... , APN: '111-2,-020 "'" s ~T: -'-""'5CAP<NG CURB AND GUrmf PAVED 'SURFA ORJ'\oEWAY PROJECT AREA 10 SCALE GRAPHIC SCALE ~--~ (Uln.1.'T) ilawlb-10 n. c»STINC BUii.DiNG APH; .1111-ZJ-Dr.l ~ . i s,u § c,(l WA1tRCCNTRCI.VAL'o't nREH'YOR.aNT .. QJYa'.»IOUClOR • f(lU,10 "5HOl'£D <'Q:, POJCR POU: 0 UGHf PQ.[ El QLCTRICAL m~srORMEfl llII AIR CONOITICNHO UNIT • 1D.LPHOH[P£D[STAL ~ OEOOCTICCOOROINA'ft:S i 10.LPHON[VAU\.T ltUPHON[ WNKlL.£ CASVAI..YC o 1111 CA.SIIETUI £XIST1HC """""' #sPOTQ£VATION ~ CNSHANTtHH>, APH: .JI0-2.J-OPO ---PROPEJITYUHE: ---OWN UHK f'CNct DQS,WG ,,,,.,,., AJlt,I: .JI0-2.1-0fltl '-""SCAFWC """''°"""' ##,, . .,,,.. RtCMrOF WAY fl!...O O v~r ,,...-'~'I§, L-'NDSC,,,NG ~lli.'lD ~ma SURVEYOR'S NOTES AU. EAS£MENTS CONTAINED IN SAID Till.£ REPORT A.FTECTING 'THE lMMtolATE AAEA SURROUNDING TI£ l.£ASE HAVE SEEN Pt.OntO. SUR~ HAS NOT PERFORMED A SEARc-t Of PVBUC RECORDS TO DE:lERMINE -'NY DEF(CT IN TilU: ISSUED. lHE BOUNOARY SHOW HEREON IS Pt.OTIEO FROM RECORO INFORMATIOH ANO DOCS NOT CONSTITUTE A BOUNDARY SURVEY Of' lHE PROflERTY. UTlJTY NOTES SUR',£Y0A DOES NOT CUARAHTt:£ TMAT ALL UTIUTIES AR[ SHOWN OR 'THEIR LOCATIONS. tT IS THC RESPONSIBILITY Of THE CONTRACTOR ANO DEVELOPER TO CONTACT U.S.A. AHO ~y OTHER INVOl..'¥£0 ACENOES 10 LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL. RELOCATION ANO/ OR REPL.AC[WENT IS lHE RE5PON Sl8I UT1' Of TM£ CONTRACTOR. PAncD SURFACE "'"""" 5tt OHM. ABO!< "'7..:.1 """'" 8UIWING APH: .JliJ-Z,...I OJJ PAVED SURFACE STEVENS CREEK BOULEVARD TR""'&;NO OVERALL VIEW 20 SCALE ' \ V'Jb;:ot•J·1DI 1/{•'i{lk,1)[:· ,i :J :-' l w ~-{-i I~ ~~PE~ f~ lz r-1 l·! I ~ -11-:I~ -- 1,~ ~~~~~ :rr= 1~," i \ rj .. -c1ina Oa ~e & Ms t \;. I !,;J-, N \~ \ ji fln.ECT AIEA t p ' &_),; "' ns <;mi'k ~·.tvd .:,;cvt>.'"1sCrcc;t u~Hl ~;tc~-cns Crt·tk , \I l~/bn VICINITY MAP N.T.S. PROPERTY INFORMATION Cl' CU'ER013 SITE: CPSC01J 20065 STfVfNS CRFIK BOULEVARD CLJP(R TINQ CA 95Q14 BASIS Of BEAOOG 8£ARINCS SHOWED HEREON ARE BASED uP0N U.S. SlAlE Pt.AHE NA053 COORDINATE SYSTEM .STAll:l'VoNECOOIIWN'"-l~lONE~ OEltAMINCD BY CPS 08SCRVAT10NS. BENCHMARK El£VATION ESTABLISHED FROM GPS DERl'IED ORTHOMETRIC 1€1QiTS, APPi.YiNG OCOIO fi SEPARATIONS. CON S1RAININO TO NGS CONTROL S1AT10N 'luTZ· Et..EVATION -450.o· (NAV088) SURVEY DATE 9/3/16 """'"' SV,U,NG APN: .Jl~Z.J-OSU GRASS SURFACE CURB, CV11£R, AND SIOE'WAt.K :;;;-,5 .. , w ;::, z µ:, > < >-< w z :5 o:l z ' ~.i ti ~\j; w m .. ~ ~= ~ ~ Jr i~i J ~~<!,-~ ):i ,,~ i ~ .. "11 i!h .Jc::c. N~'°"' ): 0 N ·-I.. ~ !~ SJ~ h ~ (.;.JO'> s t§ O::.:: '9 ...JL.:J O" d ~8~ a;:&) :q !::::_1 u.i ~ ;'i /'.uN ~~E ~ N -' 0 __. ~ ~ "' -M E5 ~ -Q o en ci::< C::M:z.<u ~~E5g u,~&;5~ ~ ~cc~ ~ u NOTES : APN 3 16~096 {E)·lANDSCAPlNG .. (E) CONCR ETE : WA!.K jE) LANDSCAPING I ~ I I (j I ·---------~ APN 316~0 9 5 II (E} BUILDING ll APN 3 1 6~033 (N) VERIZON W IRELESS ~EQUIPMENT/ ANTENNA LOCATION ~AT REPLACEMENT STEE L STREET LIGHT POLE BADGE #513 1 I ~-·-··-··-··-·· i 1. EXISTING UNDERGROUND SUBSURFACE UTILITIES SHOWN ARE APPROXIMATE ONLY ANO SOLELY BASED ON CLIENT PROVIDED INFORMATION. LT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE 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. ST EVEN S CRE EK B O ULE VARD 2. SEE SITE WORK NOTES ON SHEET T•J. ~i.~._r""i=========================================================== ' .~ Ir"' (\t\ SITE PLAN //·-:1.:<'..'' (N) VERIZON WIRELESS RRUS UNIT, TYP OF {2) ~ A-3A-3S-1 3'-2" ·/· • ' .. ! ~l( .. ~~! :---;-I,~ I• ' \: • .d '" RELOCATED SIGN, TYP 5'-1_Q"_ (E)MFS VAU LT DEMO (E) POLE CONCRETE FOUNDATION TO A DEPTH OF 1 12" MIN . BELOW GRADE. c::::=rNI f'.(')Nf'.Al"TI' ~I AR /., DISCONNECT. CAP & MAKE SAFE (E) CONDU IT & CONDUCTORS$ ABANDON IN PLACE. PATCH/ REPAIR (E) TURF IN KIND STEVENS CREEK BOULEVARD ENLARGED EQUIPMENT LAYOUT SCALE: , .. ,,,.-0 .. ,-2' iN) STEEL STREET LIGHT POLE & CONCRETE ~ FOUNDATION w Qy (N)8'STEEL· MAST ARM (N) LEO -----l~ LUM!NAIRE& CONTROLLER SCALE: 8' ~~'";..oDi:~~~ ~~NJl~~!~t~~~:T~~N ~~~1~~C~()~~~~:OAR\E :::..~~ON IN PLACE. PATCH/ REPAIR (E) TURF IN KIND <f (El DRIVE~ Ll Ll (E) STEEL STREET LIGHT POLE TO RE MOVED ~----(E) N-9VAULTTO ~ REMAIN (N) N-16 STREET UGHT 2 1 1 VAULT.VERIZON s.1ENEP.3 ~ WIRELESS POVIIER P.O.C. 2 @ '<ri A-2.1 (N) VERIZON WIRELESS 7 ,q//,1~ "'" FRP CONCEALMENT A·3 ~(/l'J., SHROUD ~ ~~i~~~l~~t~~~~~!~~ (CONCEALEDWITHIN ~ (NJ SHROUD) ST EVE NS CR EEK B OU L E V AR D 3 1 ENLARGED ANTENNA LAYOUT 112'"=1'.(J"' 2' 2 ~ JAMES VACCARO A R C H I T E C T, I N C . •II OOtlOHW/<V l/lll!C PAClf!CA ICA o9,0 u H ~ 60a J6/0 ~tt011t 1 •UOl "/1 ,,.. tlrO•JV .. ROtll(CTCOM WWW N .. RCHll(CICOM COE.NT @.) ---;::;oous . .,.1N"'c=-.---'"° :noco:tON StREEl lRO FLOOA SANFAAuc,sco CA9.,0I verizon" VERIZON WIRELESS 278S M11Ct<li.LLOHIVICSUIIE9 W.._LNUl CHECK C.._!1,1~9!1 CONSULTANT S M .... 0 0::: (") Wo n. u :::, Cf) u Cl.. 10 LL U) 0 0 I- I-> z I-ffi ~ ~ Z:,:: o -0:: ~tf1~dco -0:: 0:: -0:: -0:: gi 30 0:;:o', <>: CfJ cjO ~ 3:Zz0::<0 o~ ~<,?;;; o::wO::...J Q 0 1-wco1- -U) a..::> _J I.() :::> a.. rocoo·· ::,o z o._O [l_ N -0:: 0 . . . REV I DATE ISSUE 10/1312017 I 9Q•Ao CONSTRUCTION 21712018 I 100"4CONSTRUCTION UtESEPV-NS AHElNS1HU MENISOl'5EHVICE.._N0AIIE FOR IIIECI.IENl'SUSl:SOI.Cl,WlttREsP(Cl 10 !HIS P~JECllHES[PV,HS:.t"'4.LII018E"l1EREO M00fl(00A HEPROOUCEO IN P.._RT OR INV.,Q.t WHt<OUI PHIOH 1'-'lll lEN CON SE NI HtESE i>U,NS AHE F0HMAITE0!01lCl'ULL-SIZEAl,\ffCt<02'"•36· COP'IRIOlll:0016.tAMESVACCAIIOAACt<IIECl INC SITE PLAN , ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 tfiffi)(N) VERIZON WIRELESS---, CYLINDR ICAL ANTENNA (CONCEALED WITHIN SHROUD) ~(NJ FRPCONCEALMENT--- ~SHROUO TOP OF (Nl_~~NC~_L_t.!Ei~s.~~~~~ $ RAD CENTER OF (N) VERIZON VVIRELESS CYLINOR ICA~ A~TE~NA $ i~. (N) LED LUMINAIRE &~ CONTROLLER (N) 8' STEEL~ TOP OF (N) LUMINAlRE $ MAST ARM \_ _. '\ 1J2•-S· A.G .L, q;lfli}(N) VERIZON WIRELESS--- DIPLEXER (CONCEALED IMTHIN SHROUD) ~(N)WIRELESS METER ~(CONCEALED WTHIN SHROUD) ~ TOP OF (N\ LIGHT POLE ~{N) SHEET METAL· QySKIRT /5\(N) VERIZON WIRELESS \[SJ NOTICE SIGNAGE ~ 130'·2"A,G.L. ~6:~~T~~~~?B~~~~R---jt RELOCATED MOUNT l~~S~-~:°';,~:~ $ FLEX" BY BANNER WORKS OF FLORIDA (800-438,0351) OR APPROVED EOUAL ~b:~~ ~L~~?B:~~~R\ FLEX" BY BANNER WORKS OF FLORIDA (600,438,0351) OR APPROVED EQUAL RELOCATED MOUNTING BRACKET :t18'-6"A.G.L. TOP OF (N) RRUS UNIT @J;J (N) VERIZON II (OPPOSITE SIDE OF POLE) WIRELESS RRUS UNIT, . 16'-6" A.G.L. TYP. OF (2) TOTAL rr ' BOTTOM OF (N) RRUS UNIT l_OPPOSITE SIDE OF POLE) RELOCATED di ,n·AG,L, SPEED L'M,T SOG, ' TOP OF ('I RRUS U,IT :0 ~ · (OPPOSITE SID; 3~~-~~.~). $ -u . / TOPOFjN)SIGN $ · :1:13'-0"A.G.L. (N) "SIKES VvRONG ~ !11 WAY-SIGN ~(N)VERlZONWIRELESS--- ~CABLE SHROUD. TYP ~(N)VERlZONWIRELESS LOAO-- ~CENTERI DISCONNECT (N)STEEL-------tl LIGHT POLE ~(NJ CONCRETE ~FOUNDATION (E)LAWN I ( I ( ( PROPOSED WEST ELEVATION BOTTOM OF (N) RRUS UNIT (OPPOSITE SIDE OF POLE) 11'-4"A,G.L. TOP OF (N) LOAD CENTER/ DISCONNECT_ :1:W.O·-A---:-GT. BOTTOM OF (N) LOAO CENTER / OtSCONNECT S T EV EN S C R E EK BO U L E VA RD NOTES: 19'-0"A.G.l. E)GRAOE o·-o· 1. REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA. MODIFIED TYPE 15 POLE SY VALMONT INDUSTRIES. INC. 'of..llTH SINGLE ARM ASSEMBLY (ARM LENGTH TO MATCH EXISTING). 2 EXISTING POLE MOUNTED SIGNAGE SHALL BE RE LOCATED TO NEW POLE 3. NEW MAST ARM ANO LUMINAIRE SHALL BE ORIENTED PERPENDICULAR TO CENTERLINE OF EXISTING ROADWAY. (E) BANNER MOUNTING BRACKET TO BE REMOVED. PROVIDE WINO SPILLING BANNER MOUNT, TYP. OF "BANNER FLEX" BY BANNER V.ORKS OF FLORIDA (800-4J8-0351)0R APPROVED EQUAL ON REPLACEMENT POLE (E) BANNER MOUNTING BRACKET TO BE REMOVED. PROVIDE WINO SPILLING BANNER MOUNT, TYP. OF "BANNER FLEX" BY BANNER V.ORKS OF FLORIDA (800-438·03Sl)OR APPROVED EQUAL ON REPLACEMENT POLE (El SPEED LIMIT SIGN TOBE RELOCATED (El BIKE LANE 11·~1 SIGN TO BE RELOCATED (E) STEEL LIGHT----4' POLE& FOUNDATION TO BE REMOVED& REPLACED (E)HAND-----, HOLE (E)LAWN 2 1 EXISTING WEST ELEVATION (E)LUMINAIRE=u (E) S' STEEL MAST ARM ~ TOPOF(E}LUMINA1RE $ _ .---..., :t31'-8" A.G.L. ,:::::::::=---= / TOP OF jEJ LIGHT POLE (El MOUNTIN:1:1,~~!';.i~t. $ (E) MOUNTIN.~ .. ~~!'X.i~~ $ TOP:1:~;~1\~d~~ $ BOTTOM1~.:,b'\~~~~ $ TOP ~;.~~>:.e~~ $ BOTTOM ~:.-~~)A~e~r. $ cr:-o• STEVEN S CREEK B OULE VA RD SCA LE: _"::;-JAMES VACCARO A R C H I T E C T, I N C . •11001/0(EWAV u1m c ~AClftCA •CA ,h () .. •1)60t3610~HO<IE >Ol )90 H11 f AX tlfO,JYjl,ltCHllfCI COM WWW JYAMC>tlllC!.COM CLIENT @) ___ M_O_Dus:""1N""c"".--- 2ol0 STOC:oCTOH STREET 3RD FlOOR $,0.NFHAI-ICISCO C,.!t,108 verizon" VERIZON WIRELESS n&~I.I IIC1t(llOf.11vE SU1lE9 V.AlNUICAEfJ(Cjl,~~ CONSULTANTS M ..... 0 c::: C") Wo a.. 0 ::::, Cf) u Q.. 10 u. Cl) 00 1- 1-> z ~ffi~~ Z 0,:: 0 <( jtI1 ~cico <(et:<(<(~ c50 0 ~c,\ <(<fl Q O~ ~Zzc:t'.<D o ~~<,2 ;;; a:::wCC:...JQ 0 ~wcn~ _w a..=> _J l{') ::::, a.. en c.o u .. :::lO Z 0.. 0 0.. N <( REV I DATE I ISSUE 10113/2017 I 90% CONSTRUCTION 21112018 I 100"4CONSTRUCTION ~~~~~~j~:~I~ffr~~~ F()II Mj1,JfEDl08~ l'ULl-.SllE jl,J .lRCHO 2,·~315· COPVAl()ttl Z.016JAM£SV'-CC\IIOAACl~IECT 1,-c ELEVATIONS A-2.0 qi To; $F (N) CONCEALMENT SHROUD 23 .G.L. RAO CENTER OF (N) VERIZON qi IIVl~E~ESS CYLI NDRICAL ANTENNA .t34 -3 A.G.L. qi ~OPfJF(Nl,LUMINAIRE l:::::=:=:;=:::::::-. TOP OF (N) LIGHT POLE 230"-2"A.G.L. CYLINDR ICAL ANTENNA (N)VERIZONWIRELESS ~B \CONCEALED IIVITHIN SHROUD) A -3 A -3 (N) FRP CONCEALMENT~ SHROUD '\EV -----(N) VERIZON WIRELESS tfiffi)' DIPLEXER (CONCEALED A-J A-l WITHIN SHROUD) (N)VVIRELESSMETER ~ (CONCEALED \MTHIN SHROUD~ (N) SHEET METAL ~ SKIRT ~ (N) VERIZON WIRELESS~ NOTICE SIGNAGE '\.!SJ qi ::5~~~:~E-~-MOUNTING BRACKET '=tl--:b:~~ ~~~:~a:~~~R qi RELOCATED MOUNTING BRACKET .t\8"-6"A.G.L. I9LQEJ!'.I) RRUS UNIT/ RELOCATED SIG~ Hi'-6" A-<fI qi TOP OF jN\ RRUS UNIT 13'-3"AGL. qi TOP OF RELOCATED SIGN .t1J'-O"A,G.l. qi ~()1:°!<?~ OF (N) RRUS UNI_T_ 11'-4"A.(.i L TOP OF (N) LOAD CENTER / DISCONN ECT BOTIOM OF /N\ LOAD CENTER / DISCONNECT E) GRADE ()'--:o- "' S TE VE N S CREEK BOULEVARD PROPOSED EAST ELEVATION FLEX" BY BANN ER WORKS OF FLORIDA (800-438-0351) OR APPROVED EOUAl (N) \MNO SPILLING BANNER MOUNT. TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLORIDA (800-438-0351) OR APPROVED EOUAl RELOCATED SPEED LIM IT SIGN (N)VERIZON ~ \MRE LE SS RRUS UNIT. A-35-15-2 TYP. OF (2) TOTAL RELOCATED BIKE LANE SIG N N)VERIZONWIRELES~ CABLE SHROUD. TYP. ~ N) VERIZON WIRELESS LOAD ~ CENTER /DISCONNECT ~ (N) STEEL LIGHT POlE ! (E)LAWN i --+iNJ CONCRETE ~ I FOUNDATION ~ I I SCALE: 2' U (E)LUMINAIRE E) 8' STEEL MAST ARM qi TO~~FIE) LUMINAIRE L:_ 231-8 A.G.L. ,r -==== ~ TOP OF (E) LIGHT POLE 129"•1\"A,G.L. ~C?UNTING BRACKET 121 -;, A .G.L. qi (E) MOU NJ IN G BRACKET .t~A.G.L. qi TOP OF (El SIGN 112"..J"A.G.L. qi BOTT?M OF IE) SIGN 19"-10 A.G.L. ~ T~P .CF (E\ SIGN 19-tt A.G.L. "' !N ---(E) BANNER MOUNTING BRACKET TO BE REMOVED. PROVIDE \MND SPILLING BANNER MOUNT. TYP OF "BANN ER FLEX" BY BANNER WORKS OF FLORIDA (800-438-0351) OR APPROVED EOUAL ON REPLACEMENT POLE (E) BAN NE R MOUNTING BRACKET TO BE REMOVED. PROVIDE VVI ND SPILLING BANNER MOUNT. TYP. OF "BANNER FLEX" BY BANNER WORKS OF FLOR IDA (800-438-0351) OR APPROVED EOUAL ON REPLACEMENT POLE (EJSPEEDLIMIT SIGN TO BE RELOCATED ~ (E)BIKELANE ~ BOTTOM OF (E) SIGN SIGN TO BE .tlf-2" A.G.L. RELOCATED ~(E)GRADE o·-o- S TEV ENS C REEK BOU LE VARD 21 EXISTING EAST ELEVATION (El STEEL LIGHT POLE & FOUNDATION TO BE REMOVED & REPLACED (E)LAWN SC ALE: .=-JAMES VACCARO A R C H I T E C T, I N C. <II OOUOHWi,.y urm c PA Cll"ICAICA•hOu .1~.oa1.,o,HOIIE••l).9 U U I! '"~ llf04JVAl!Cltl!EC1COM WWW JVAl<Cttll(CI COM CLIEtiT @.) ~DUS. -IN-C-.--- 2.ao s1oc,no11 S TR(El JRO flOOII So\llfRM<CISC0 CAi••ot verizon" VERIZON WIRELESS na~MITCl!EllORIVE SU'1E i WALNUI CHEEK Ci,.t,5'}6 COt.fSULTAN'(S M ..... C a:: (") w ..- 0.. 8 :::, (/) (.) 0.. I U LL. en REV ] DATE 0 0 f-~ ~ ~ ~ CD ~ U Z:,::o<t: ~t±i~ Om <Ca::<(<(~ 3uu~..; <t: Ul ciO ~ ~Zz0::CO o~FS2;;; 0:: w 0:: _J 0 uf-WOO f-_Ul 0..::, .....J L() :,a.. CDmU ·· ::,o z o._O 0.. N <l:'. ISSUE 10113/20 17 1 90°4CONSTRUCTION V712018 I 100%CONSTRUCTION lttESE PI.NlSAflE IIISTHUMEN1 SOF SE RVICE ANO ARE FOlllttECLIEHl'$U$ESOI.ELYWl!1tRESPECI l0ltt1S PRO.ICC! IUES[PlANSSHlol.lNOTIIEAl.l(REO MODf lEOOIIREAACIOI.ICEOIIIPAfllOII IN V'.ttOLE WIIIIOU1PRIOfll'MIIIENC0tlSEllf l>t(SEPlANSAflE FOf1Mi,.JJE01011EfUI.L.SlZE"l,tJICII02ntJ6" COf>YRIGtt12016J""'ESVACCAHOAflCttllECT INC ELEVATIONS A-2.1 'v ... . pf, l[] ~ ~ CY LINDER A NTENNA DIMENSIONS DIAMETER tl4.6" HEIGHT I :t24" CYLINDER ANJENNA W EIGHT ~ -i:D:I ~ w ... !!!:8!! :tOi ( MOUNTING BRACKETS SUPPLIED WI UNIT FRONT ELEVATION StOE ELEVATION CBC1923T-4310 DIPLEXER DIMENSIONS HE IGHT t4.57" WIDTH I t8.35" DEPTH I .t2.48" CBC1923T-4310 DIPLEXER WEIGHT OIPLEXER .tSLBS. ~ 1. COMMSCOPE PART# E11F1JP06 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. ANTENNA WEIGHT 127 LBS. 3. INSTALL 1N STRICT ACCORDANCE V\IITH COMMSCOPE INSTALLATION MANUAL. CYLINDER ANTENNA SCAL E; 8 TWIN DIPLEXER SCALE: ~ IS"DIA ;; N.T.S ,---(NJ VERIZON wiRELEssLD CYLINDER ANTENNA ~ ANCHOR ANTENNA TO MOUNT PER MFR. SPECIFICATIONS (N) FRP CONCEALMENT SHROUD (N) STEEL ANTENNA MOUNT DIPLEXER~ (N) STEEL COUPLER MOUNT (SUPPLIED WI CONCEALMENT SHROUD) ~ tNJnMN W (N) WIRELESS SMART@ METER A-3 j j (N) W1RELESS METER " ;. MOUNT (SUPPLIED WI NOTES: CONCEALMENT SHROUD) (E)OR(N)STEEL MAST ARM CONCEALMENT SHROUOJ ANTENNA MOUNT TO STEEL LIGHT POLE BY IM::STERN UTILITY TELECOM . INC. (#10·210) (N) TAPERED SHEET METAL SKIRT +-----(El OR (N) STEEL LIGHT POLE ~ ~ CONCEALMENT SHROUD CONCEALMENT SHROUD (N) FRP CONCEALMENT SHROUD CAP (N) FRP CONCEALMENT SHROUD (E)OR (NJ STEEL MAST ARM (N) TAPERED SHEET METAL SKIRT (E) OR (N) STEEL LIGHT POLE ~W FRP CONCEALMENT SHROUD. GALVANIZED SHEET METAL SKIRT, ANTENNA/ LIGHT POLE MOUNT ANO MOUNTING COMPONENTS BY VvESTERN UTILITY/ TELECOM, INC . (PHONE: 503·587-0101) (10•210). 2 FRP CONCEALMENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILITYI TELECOM.1NC . 3, PAINT NEWFRP SHROUD ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 4 PO\NDER COAT NEW GALVANIZED SHEET METAL SKIRT ANO EXPOSED MOUNT/NG COMPONENTS TO MATCH LIGHT POLE. 5. GROUND NEW ANTENNA PER MANUFACTURER'S SPECIFICATIONS. CONCEALMENT SHROUD ir.T:s SCALE: ri."f's 6 7 !HE {[Efl = u , ~::,,,:::,-NJ DISCONNECT ~ I SWITCH SIGNAGE < j ~ l_ ____ ~ FRONT ELEVATION SIDE ELEVATION SQUARE D 0 0 6 12L 10DRl:i LOAD CENTER DIMENSION $ HEIUHI tll.65" 18.88" DEPTH I :t4.27" SQ UARE O 00612L 100RB LOAD CENTER WEIGHT WEIGHT :t10LBS. NOTES. T"'"souARE D PART• 00612L100RB. 2. NEMAJR OUTDOOR RATED, 100A, 120/240VOLT, 1 PHASE LOAD CENTER . 3. INSTALL IN STRICT ACCORDANCE WTH SQUARE DI SCHNEIDER ELECTRIC INSTALLATION MANUAL. DIST. PANEL/ D I SCONNEC ~ :;t::~LAN (N)PG&E SMARTPOLE ';i METER. WATTHOUR SMARTM ETER (FURNISHED & INSTALLED BY PG&E) (NJ NEMA 3 POLE. 3 'MRE LOCKING-TYPE RECEPTACLE SIDE ELEVATION PG&E SMARTPOLE METER DI MENSIONS DIAMETER .t4.S- HEIGHT I :t:2 .5" e_G&E SMARTPOLE MET ER WEIGHT: .t3 LBS. ~ I . PG&E CODE• M241490. 2 . PG&E TO PERFORM RF SIGNAL TEST. 3, INSTALL IN STRICT ACCORDANCE WlTH PG&E UTILITY BULLETIN FOR SMARTPOLE METER SERVICE . WIRELESS M E T ER j ,. f NOTES: SCA LE: ri'f.s VVHlTE NOTICE BACKGROUND TO MATCH COLOR OF POLE VI/HITE SYMBOL .••• ,.me LETTERING. TYP, i:-ouToooR RATED SELF ADHESIVE VINYL DECAL \IVITH UV PROTECTION , 2. POST SlGN 3'·0" BELOW NEW ANTENNA. 3. CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS W1TH VERIZON WIRELESS, THE CITY OF CUPERTINO AND AUTHORITIES HAVING JURISDICTION PRIOR TO FABRICATION . 4. SIGN SHALL LISTI DISPLAY OWNERSHIP COMPAN'l"S NAME. CONTACT NUM8ER AND SPECIFIC SITE IDENTIFICATION. SIGNAGE SCALE: NT.s 4 5 (~~ 8 ~ J;i (N) PSU AC 08 POWER •--INTERFACE == .-~NJAMC~~~TING -[~\ SUPPLIEOWI ~ RRUSUNIT .e..b.M! {D [J N)RRUS32 UNtT (N) MOUNTING BRACKET SUPPLIED WI RRUSUNIT (N) PSU AC08 POWER NTERFACE NOTES: ~CSSON PART# RRUS 32 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. 3. INSTALL IN STRICT ACCORDANCE WlTH ERICSSON INSTALLATION MANUAL 4, PAINT SOLAR SHIELD & ALL MOUNTING COMPONENTS TO MATCH POLE. 5. RRUS HANDLES TO BE REMOVED PRIOR TO INSTALLATION. RRUS 32 UNIT 1 SCALE : N'.TT ,----(E)OR (N) STEEL LIGHT POLE (NJRRUS32@ UN1T WI PSU 1 AC 08 PO'NER A·l INTERFACE (NJRRUS32 ~ MOUNT.TYP~ l-l,li--lv--(N) CA8LE~ SHROUD~ (N)TUBE ~ ASSEMBL~ ,JI' "r .. h i i i ~~L~~g~l~~OLE ~ (N)RRUS32@ UN!TW/PSU 1 AC 08 POVVER A·3 INTERFACE !:!Q.!il.,, (N)RRUS32~ MOUNT, TYP.~ J t 113' ttNJCABLELD lo SHROUD ~ 9 -- (N)TUBE ~ ASSEMBL~ (N) I" W1DE X 4" TALL SLOT IN POLE 1. PRIME AND PAINT RRUS 32 UNITS , CABLE SHROUDS, TUBE ASSEM8L Y ANO MOU NTING COMPONENTS TO MATCH LIGHT POLE . 2. SEE SPECIFICATIONS SECTION 09 90 00 FOR PAINTING ANO COATING SPECIFICATIONS. RRUS UNIT MOUNT ELEV. SCALE: -;;r'f.s'" 2 .=-JAM[S VACCARO A R C H I T E C T, I N C. •lpl,.~~!1~!~ ;::,~~~I: C •U60&JllOPH()ll(1<1 StU.u llf•X l lfOo.JVAHCttll[CI.COM www.JV•~CHlfECI.COM CLIENl @) ---M-o="'ous -.-1-N-C-.--- Na s~°;~~~1~~E~J:?1:00R verizon" VERIZON WIRELESS 270 MIICHEU0111VESU11E9 WA.LNU TCIIEEK.CA~~9a CONSULTANTS M ..... 0 0::: (') Wo Q. 0 ::::, (/) U CL 10 u. en REV I DATE 0 0 f- f-> z 1-aS ~ ~ z :,'. 0 <{ ~tt1 ~ d CD <C o:::<C<(~ 3uus:o\ <{U)cj0 "/ S:ZzO::<D o ~f'=Sa?;;; o:::wO:::..J Q 0 1---wen 1--- _ (j) n..::) ..JI.()::) a.. CO CD U · · :::,o z 0.. 0 0.. N <{ 10/1312017 I 90% CONSTRUCTION 217/20 18 J 100% CON STRUCTION lUE SE PL.N1SAHE111SIIIUMCNIS0f SE NVICEAN0AR£ FOil TltECUEN!'SUSE scxn, \'~JU IIE SPECI !O !UIS P~JECT IHESff>V.NSSKA.1.LN018EM.1EREO .._,~;·~~~~:,~~.::~'\',~t=~E ~~~,e~;~~~Lt~~'Z:,~~~Jg!c DETAILS A-3 (N) GALV. HEX NUT CN) GALV. FLAT WASHER (N) POLE BASE PlATE (N) 2" NON-SHRINK GROUT OR ORYPACK (N ) CALV. FLAT WASHER (N) GALV. HEX NUT (N) ANCHOR BOLT. TYP. (N) GALV. FLAT WASHER. TYP. (N) GALV. HEX NUT. TYP. (N) ANCHOR PLATE {BY VALMOND -(REINFORCING NOT -'----",--~-'-"--SHOWN FOR CLARITY) ANCHOR BOLT DETAIL SCALE: N.'f.s 201SS, VVITH EAR·LOKT BUCKLE BY BAND-IT IDEX. INC .. TYP OF(4) BANDS PER UNIT (BRACKET TO POLE) NOTES: ~ ~ (N) MOUNTING BOLT . TYP SUPPLIED WI RRUS UNIT . (N) 83MM MOUNTING BRACKET (SUPPLIED \N/RRUSUNIT) (N) RRUS 32 UNIT W1 PSU AC 08 POWER INTERFACE ~ ~ (N) PL 8" X Y.1" BENT PLATE. TYP OF (2). NOTCH AT STEEL POLE AS SHOWN lHOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION. 2 PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVA L TO ENSURE PROPER CLEARANCE FOR PSU AC08 UNIT. 4 PRIME ANO PAINT MOUNTINO COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5 . WELD ALL STEEL PLATE COMPONENTS WITH Ya· FILLET WELDS. RRUS 32 MOUNT ING SC ALE: N.U 3 4 (E)TURF~ 4'-6" CONCRETE SLAB PLAN r-- (N)(4)16VERT.W / 1· I ~ HOOK IN TOP, TYP. (NJ CONC, I· . c:..l.:.J: I ~;t FOUND ATION '~'""'@ f 1--s' ... I .. j ~ j 6 O.C .. TYP. , SECTIO N A (N)(4) 1"0!A.X36" ANCHOR BOLTS (N) CONC.----+ FOUNDATION (N)OR (El CONDUIT TO POWER P.O .C. ~~~6~2:SN -rl·r::·--.:u:::=:=:.::, ~N66~~~~~~\~~-\"I j]_ .. I ~i4 (E) CONC. CURB.__/ PROTECT IN PLACE S E C TIO N B ~ ·----~ (N)#4TIE.----....I TYP. SECTIO N C DEMO EXISTIN G SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING ANO PLACEMENT OF N EW FOUNDATION ANO TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KJNO. 2. PROTECT EXISTING CONCRETE CURB IN PLACE. 3. ANCHOR BOLTS ANO RACEWAYS SHALL BE SECURED IN PLACE PR IOR TO PLACEMENT OF CONCRETE. '7 $ USE POLE MANUFACTURER PROVIDED TEMPLATE FOR PLACEM ENT OF ANCHOR BOLTS. REMOVE ALL GREASE. OIL. OIR T AN D CONTAMINAN TS FROM ANCHOR BOLTS WITH SU ITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOUNDATION. PlACE ANCHOR BOLTS IN A PLUMB POSITION. POINT HOOKS TOWARD THE CENTER OF THE FOU NDATION. VERIFY REQUIRED ANCHOR BOLT PROJECTION. 5. ALL TIES SHALL HAVE 6" HOOKS AS SHOWN. ALL VE RTICAL BARS SHALL STOP 3" SHORT O F TOP ANO BOTTOM 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 LIGHT POLE. 7. THE FOUNDATION SHALL CURE A MINIMUM OF (7) DAYS PRIOR TO INSTALLATION OF POLE LIGHT POLE FOUNDATION SC ALE: N.U 2 GENERAL NOTES 1. APPLICA8 LE COOES : 2011 CALIFORNIA BUILDING COOE 1cec1, 2013 AA SH TO LT5-l,TIA222,REVISION 0. 2. All WORK SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING COOE. APP LICABLE AUTHORITY HAVING JURISDICTION COOES. ANO REQUIREMENTS OF THE CITY OF CUPERTINO OEPA RTMEN T Of PUBLIC WO RK S. 3. THE CITY OF CUPERTINO DEPARTMENT Of PU8LIC WORKS SHALL BE NOTIFIEO PRIOR TO STARTING ANY WORK . THE CONTRACTOR SHALL 8E RESPONSIBLE FOR KEEPING THESE AGENCIES INFORMED OF THEJR SCHEDULE. 4. GENERAL CONTRACTOR SHALL COMPARE STRUC TURAL ORA WINGS WITH ORA WINGS OF OTHER OISC1Pl1NES WITH REFERENCE TO MATERIALS, LAYOUT, Olt.'IENSIONS AND ELEVATIONS BEFORE STARTING WORK, AND ANY OISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT ANO ENGINEER FOR S. THE DRAWINGS SHALL NOT BE SCALED. ALL WORK SHALL BE GOVERNED BY EXISTING FIElO DIMENSIONS , THE CONTRACTOR SHALL FIELD VER IFY ALL DIMENSIONS SHOWN ANO BRING DISC REPANCIES TO THE ATTENTION OF THE ARCHITECT ANO ENGINEER PRIOR TO PROCEEDING WITH TtiE WORK . I . DET AILS OF CONSTRUCTION t+OT INDICATED OR NOTED SHALL BE CONSIDERED OF THE SAME CHARACTER SHOWN FOR SIMILAR OR EXISTING CON STRUCTION. 7. THE CONTRACTOR SHALL LOCATE ANO PROTECT ALL EXISTING UTILITY LINES AND CONNECTIONS INCLUDING SEWl:R, WATER , GAS, ANO ELECTRIC SERVICES BEFORE ANO DURING THE WORK. 8. CONTRACTOR SHALL COORDINATE Tl-iEIR WORK WITH CITY REQUIREMENTS. I , DESIGNOATA: DESIGN CODES : 2011 CBC. TIA 222 REVISION 0, 2013 AASHTO LTS-1 SEISll'IIC IMPORTANCE FAC TOR Ip • 1.0 OCCUPANCY CATEGORY • II MAPPED SPECTRAL RESPONSE: ACC ELERATIO NS S.•1.7S4gS,•O,l78,g SITE CLASS : 0 snecoeFFICIENTfa ot 1.00 SITE COEFFICIEN T F~ • 1.60 WINO SPEED • 90 MPH \J.SECONO OUSTS) PER 2013 AASHTO LTS-1 10, CONTRACTOR 5"ALL SUBMIT STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICA TION. CONCRETE NOTES 1, CONCRETE SHALL DEV El OP A r.lNl"'-JM COMPRESSIVE STRENGTH AT 28 OAYS OF 4,000 PSI. DESIGN BASED ON 2,600 PSI (NO SPECIAL INSPECTIO N REGUIREOJ, 2. SLUMPS SHALL SE NOT LESS THAN 2"' ANO NOT EXCEED 4", 3. CONCRETE SHALL BE PLA CED IN A CONTINUOUS OPERATION UNTIL THE SECTION lS COMPLETED 8ETWEEN PREDETERMINED CONSTRUCTION JOINTS. CONCRETE SHALL BE OF A CONSISTENCY TO PERMIT PLACIN G COMPLETELY AROUND REINFORCING BARS ANO AGAINST FORMS. 4. EXPO SEO SURFACES OF CONCRETE SHALL BE KEPT MOIST OR CURED BY PROTECTIVE COV ERINGS AP PLIED IN ACCOROANCE WI TH MANUFACTURER'S SPECIFICATION S. S. FORMS SHALL BE TIG HT, CLEAN ANO WETTE D BEFORE PLACING CONCRETE . REINFORCING STEEL NOTES 1. REINFORCING SHALL BE IN ACCORDANCE WITH ASTM Al1S, GRADE 40 FOR #4 ANO SMALLER. GRADE 10 FOR #Ii ANO LARGER , TIE WIRES TO BE 18 GA , OR HEAVIER, BLACK ANNEALED. 2. REINFORCING BARS SHALL BE FREE FROM LOOSE AUST OR ANY OTHER COATING WHIC H WILL REOUCE BONO . 3. REINFORCING BARS SHALL NOT BE SENT OR STRAIGHTENED IN A MA NNER WHICH WILL OAMAGE THE MATERIAL, ANO SHALL BE ACCURATEl Y PLACED ANO POSITIVELYSECUREO. 4. MORTAR BLOCKS OR OTHER APPROVED METHOD OF SUPPORT SHALL BE USED AT SLA8S-ON-GAAOE. STRUCTURAL STEEL NOTES 1. MATERIALS: ALL STRUCTURA L STEEL STEEL PIPE TUBE STEEL ANCHOR BOLTS MACHINE BOLTS HEXAGON NUTS WASH ER S ASTM A311, U.0 .N. ASTM AS3, GRAOE B ASTM A500. GRADE B ASTMF1S54,GRADE56 ASTMA307 ASTMA11M 2H OR ASTMAS63 OH ASTMF4311 2. ALL STEEL SHALL BE FABRICATEO ANO EAEC TE O IN ACCORDANCE WITH THE AISC STANOAROS BY A LICENSE D FABRICATOR EMPLOYING CE RTIFlE.O WEI.DEAS. 3. WELDING SHALL CONFORM TO APPLICABLE SECTIONS OF LATEST AWS STRUCTURAL WELDING COOE ANO SHALL BE DONE BY CERTIFIEO WELDERS. ,. STEEL FABR ICATOR SHA LL OBTAIN THE ENGINEER·s APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION. S. ALL STRUCTURAL STEEL EX POSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. I. SUPPLY ANO IN STAL L FAS TENERS , FRA MING r-.1:MBERS ANO ANCHORS REQUIRED FOR MOUNTING ANO ATTACHMENT OF EQUIPMENT. STRUCTURAL NOTES _:::::,;-J AM ,S VAC C ARO A R C H I T E C T, I N C . •II OOIIO{E W"Y 1.1,mc P"ClflC,.IC,.,t•Q,. ,11.oai.1QP1t0111:,,11,.l u 11,,.~ ~~;~::2::::~~: 2g~ @.) ~ous .-1-N-=-c-. -- 1..asrocKTOllSTIIE(l :»IOfLOOII SAMFIIANCISCO CA 9~108 ve ri zon" VERIZON WIRELESS '78~M1fC.,HL DNI~[ SUITE~ W"UIUlCIIEEII C"lM~I C0NS 0ITANTS S1RU CTUR"llNGINtt·H· ~~~Rf\~::: :;:1gv• f , U. lt[MOUIJRG c,.u .. a CO!IT,.CIIIIJM&UclfOl)o9 .. 3n! REV M ..... 0 [! C') w .,- Q. 8 ::> Cf) (.) 0.. 1U LL Cl) 00 f- f-> z ...J w ~m:!0 Z ::::S::: 0 <( ~~~Om <Ca::<(<(~ 3uu s;c1, .,: (/) c50 ~ s;ZzD:'.<O o~f'=':?;;; a:: w a:: _J 0 Uf-WCOf- -(/) Q.::, _J l{) =, a.. a) (C) (.) •• ::,a Z Q. a Q. N ,0: 10113/2017 I 90% CON STRUCTION 217/2018 I 100"4 CO NSTRUCTION lliESCl'lANSAIIEIIISIIIUMEN1 SOFSEIIVIC(All0AIIE FOIITHECt.lENT'SUSt:SOLELlWll"IIESF[CI 101 .. IS i>~CI l"ESEPU.MSS>\"'-lNOI IIEAL.IEl'IED l,IQ()rl(OOIINEl'IIOOuCl:OINP"NIOIIIN WIO.E Wl~~£:,;:[[~i!Eb~~~~!K!:AAE STRUCTURAL NOTES, DET AILS S-1 (N) 1· DIA HOLE IN (E)POLE FOR CONDUCTORS (E)OR(N)STEEL LIGHT POLE (N) x· TH ICK "BISCO" HT-SOO MEDIUM CELLULAR SILICONE GASKET. BY STOCKWELL ELASTOMERICS (800·52J·012J) ~ .• IPPLE 'j-0 ,,,,f\.DD(!~BOW Y.: 1Y.· Y.· l Fil .. ,,.,_,. PLATE ~ P~i~~~i1· 4 10SS HWH SLVR . CLSO Y."·14XY." PLATE DETAIL SWEEP SECTI ON SCREWS SCALE: N:i':s (N) RRUS J2 UNIT WI PSU AC 08 POWER INTERFACE ~ (N) HOG #8 X 1· HEX HEAD TEK-SCREW. TYP. OF(8) (E) OR (N) STEEL· LIGHT POLE r::::=t:=:-, "E9 (E)OR (N) STEEL LIGHT POLE (N)HDG#8X 1" HEX HEAD TEK·SCREW. TYP OF(8) !N) 12 GA. GALV. SHEET STEEL STREET SIGN SUPPORT, TYP. ~ ~ SIDE ELEVATION A RELOCATED OR(N) STREET SIGN ;..~ ~:~,~~~ (N) RRUS J2 UNIT WJ PSU AC 08 POWER INTERFACE LD_ r;:g; RELOCATED OR(N) STREET SIGN ~ 1. HO T,DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABR ICATION. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AN D APPROVAL PRIOR TO FABRICATION. J. PROVIDE MOCK·UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLEARANCES FROM RRUS UNIT. 4. PRIME AND PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAI NT COATING TO MATCH POLE. SIGNAGE MOUNT SCALE: N.T.S 6 7 201SS. WITH EAR-LOKT BUCKLE BY BAND·IT 1DEX. INC .. TYP.OF\2) BANOS (B RACKET TOPOLEJ (N)Y."X OJ" A12JO·OJ4 "BANO·FASr BFES201SS. "''" EAR,LOKT BUCKLE BY BAND-IT IDEX. INC .. TYP.OF (2) BANOS (BRACKET TO POLE! (N) SWEEP FOR- CONDUCTORS @ 4t f.h.et! SIDE ELEVATION A NOTES: (N)HDG #1 2X1" PAN HEAD TEK·SCREW. TYP OF(4J (N)Y." DIA M.B, WJ LOCK WASHERS, TYP. OF(J) (N) LOAD CE NTER/ DISCON NECT LU_ ~ (N) PL 7i1• X 7.1',·xgi._:• MOUNTING PLATE (N) PL 10" X Xe· BENT PLATE, TYP. OF (2). NOTCH AT STEEL POLGS:: ~ (N) PL 2.J,i• X 71,· . TVP. EA. SIDE (N)HOG#12X 1" PAN HEAD TEK·SCREW. TYP. OF (4) (PLATE TO TUBE) (N J LOAD CE NT ER/ DISCONNEC TLLJ_ '9 (NJ PL x.-X 1.;s·xs.Y,· MOUNTING PLATE (NJY." DIA.MB. WI LOCK WASHERS. TYP. OF (J) (LOAD CENTER TO PLATE) (N) PL 10" X ¥,,· BE NT PLATE. TYP. OF (2). NOTCH AT STEEL POLGS::" ~ !HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAWING FOR REV1EWAND APPROVAL PRIOR TO FABRICATION . J PROVIDE MOCK·UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCE FOR LOAD CENTER . 4. PRIME ANO PAINT MOUNTING COMPONENTS WITH TN EMEC EXTER IOR PA!NT COATIN G TO MATCH POLE. LOAD CENTER MOUNT (E)OR(N) STEEL LI GHT POLE <Nl PL X&XlXxJYi·. PLATE WI (4) TEK 410SS HWH SLVR l c Lsor.·-14xY.· ;., SCREWS {N) 1· DI A. HOLE IN (E)POLE FOR CONDUCTORS NOTES: ~T-OIP GALVANIZE AL L STEE L COMPON ENTS AFTER FABR ICATION. 2. PROVIDE STEEL SHOP DRA'M NG FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION . SCALE: N.f.'s 3. PROVIDE MOCK·UP FOR REVIEW AND APPROVAL TO ENSURE PROPER ALIGNMENT WITH LOAD CENTER KNOCKOUT. 4, PRIME ANO PAINT COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE . CONDUCTOR SWEEP SCALE: N.f.s 4 5 ~ l'-0" • T· IO' ~-1 {D f.h.et! "' (N) HOG #8 X 1/2" :=.::HF to ~:~.~~:w. TY P. 9 0F(4) ~ (NJ 12 GA. STE EL <2, "CABLE SHROUD" • RE MOVABLE ~ FRONT PA NEL SIDE ELEVATION ~~:=.:: "' I'! • ~ .. E9J.QMe •• .·ci"lnn ;;r,· ~ s7".i· ~ 1 (RE~~~~;~c~ FERL~~~ ;i~~ELJ CABLE SHROUD (NJ 1" WIDE X 4" TALL SLOTTED ~OIN POLE (N)2X,·x~s· OPENING FOR TUBE ASSEMBLY (NJ 12 GA. STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL (N) HOG #8 X 1/1" PAN HEAD TEK·SCREW. TYP. OF(4) SCALE: N.f.'s (N) 12GA. STEEL "CABLE SHROUD" ~(N)PL ,&:X 4X6" PLATEW/1-1/2" X.-08 SEALANT ALL AROUND TUBE ELASTOMERICS (800.523-012)) -' ., ASSEMBl Y TO [ CUT 1" DIA. .e.bMi BACK OF 00 NOT HOLES AT 3" 4" SHROUD OVERCU T O.C .. THENCUT I " j1i """'·.· SLOT SLOT SIDES -HWH SLVR CLSO SIDES r(NJ SLOTTED _ O Y."·14XY." OPE NIN G CU T • SC REWS. TYP ~N;~ {iiCE1 to -:S .. _J .. _ ~~,~~)x 4· :..1;., I I I CONDUCTOR • OPENING EXIT TO RRU ':f/. (N) PL f,,X4X6" UNIT O O PLATE SLOT DETA IL 8 Sc:-1 PLATEOETAJL A TUBE ASSEMBLY SC ALE: N.T.S 2 3 (NJY."X .OJ"· A12JO·OJ4 "BAND·FAST" BFES 20 1SS. WITH EAR-LOKT BUCKLE BY BAN O·IT IOEX. IN C., TYP.OF (2) BA NOS (BRACKET TO POLE) ~ 1>-i_· (N)HOG112x r HEX HEAD TEK·SC REW, TVP OF (2) (SHROU D TOTS) 0 (NI 12 GA. STEEL ·c,@ouo- (N) PL 10-XY,e· BE NT PLATE. TYP.OF(2). NOTCH AT STEEL POLE AS SHO'A'N @ SIM WW (E)OR (N)STEEL NOTES: LIGHT POLE (N)RRUSJ2 ; UNITW/PSU A·l AC 08 PO\fo/ER IN TERFACE 4 .. , (N) HDG#12X 1" HEXHEAO TEK·SCREW. TYP OF (2) (SHROUD TOTS) {N) HOG #8 X 112" PAN HEAO TEK-SCREW, TYP. OF(4) ~(N)12GA.STEEL "C ABLE SHROUD" FRONT ELEVATION A s•o e ELEVATION B @ (N)RRUS32 I UNIT WI PSU A-3 AC08 POWER INTERFACE 4 s., (NJ 12GA.STEEL ·c,@ouo- (N) 83MM MOUNTING BRACKET (BY ERICSSON). TYP. (NJ PL 10-X Y.1 BENT PLATE. TYP OF (2). NOTCH AT STEEL PQ,:~:'."'" ~ ~T·OI P GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATI ON. 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. J. PROVIDE MOCK-UP FOR REVIEW AN O APPROVAL TO ENSURE PROPER FIT/ ALIGNMENT WITH RRUS UNIT ABOVE 4 , PRIME AND PAINT MOUNTING COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. SCALE: N.T.S CABLE SHROUD MOUNT ==--JAM1S VACCARO A R C H I T E C T, I N C . <IIOO!IOUWl<Y uurrc <1 ) 608 ;:,~~:~;,;E~~::;~~'.un r.o ~~o;~::2~:;:g2g~ CLIENT @) ---M-o=-o=-us.-1-N-=c-. -- '"° STOCICTOH S1REET lRO FlOOA SA1'l11A!K:1SCO Clo.1H108 verizon"' VERIZON WIRELESS ,,!~;:~;·~~~~=·~~ ~!, CONSUL TAN!.§. IIRUCIURA I INGINUR: ;(ff~{Y M. VAIJOYI.E. $.[ 1'1QF[l!AROAO t1E•lO$B1JRC CA UU& C0tl!A CIIIUM8E~.lf01)096·3n! REV ('I') ..... 0 n:: (") Wo n. u ::> (f) uo... ,u LL Cl) 00 1- 1-> z .-c6:;!~ Z ~ O <( ~tti~ Om <Ca:::<C<t:~ 3uu~o1 <i:uioO~ ~Z z Cl'.<O 0 ~ f'= Sc?;;; a::: w a::: _J 0 0 t-Walt- -U) a..:::) _J L() => a.. en co u · · :::,o z 0.. 0 0.. N <{ 1011312017 I 90".4 CONSTRUCTION 21712018 I 100% CONSTRUCTION ::~:~:::.=~~,~~~,:.i~:::t:g>,"!! PROJECT h!ESEP\.ANSSl1Al.ll-l018EALTEIIEO M()C)flEOOR R[PIIO()U(;f:QINPAIII 0Rll4WHOI.£ ""'11,0VIPRIOAWNOIIEHCOt,SENI IHESEl't.ANS ~[ c:':~;;:,e~;~:_.rE~l~!:~~ :~~ff~Jg'!c illEE lllllE DETAILS 5-2 NOTES: 1 ALL GROUND ELECTRODE SYSTEMS SHALL BE BONDED TOGETHER . AT OR BELOW GRADE. BY T'foJO OR MORE COPPER BONDIN G CONDUCTORS IN ACCORDANC E WITH THE CEC. 2 PERFORM IEEE FALL·OF·POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100AND 8 1) FOR NEW GROUND ELECTRODE SYSTEM . PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OH MS OR LESS. 3 EACH RRU UNIT AND PSC AC UNIT SHALL BE DIRECTLY CONNECTED TO THE GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUN D WIRES, 6 AWG COPPER OR LARGE R. 4. EXOTHERMIC WELDS SHALL BE US ED FOR ALL GROUNDIN G CONN ECTIONS BELOW GRADE . 5 APPROVED ANTIOXIDANT COATINGS (I.E ., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS 6. GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR. SUCH AS METALLIC CONDU ITS. METAL SUPPORT CLIPS OR SLEEVES. WHEN IT 1$ REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS. NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. ~ IN)VER~ON ""RELEssli"\ CYLINDER AN TENNA ~ ' l (N) '2 AWG SOLID TO ANTENN A !(ROUTED WITHI N POLE) LIGHT POLE (N) STEEL STREET D GI tiifiiJ (N) VERIZON WIRELESS RRUS32 UNIT (AWS) WI PSU AC 08 POWER IN TE RF ACE tiifii)tN) VERIZON WIRELESS RRUS32 UNIT (PCS) WI PSU AC 08 POWER IN TERFACE ~(N)MAINGROUN DBAR ~ ~IN CABLE SHROUD G G (N) #6 A'NG TO PSU AC 08 UNIT (R OUTED WITHIN POLE) (N) 16 AWG TO RRUS 32 UNIT (ROUTED WlTHIN POLE) {N) 12 Al/l/G TO CABLE SHROUD (ROUTED WITHIN POLE) (N) #6 AWG TO PSU AC 08 UNIT (ROUTED WITHIN POLE) (N) 16 AWG TO RRUS 32 UNIT (ROUTED I/VITH!N POLE) (N) 12 AWG TO CABLE SHROUD (ROUTED WITHIN POLEI @{N) LOAD CE NT ER DISCONNECT 3 t-(N)ll'Z AWG SOLID FROM GROUND BAR 'J G TO (N) GROUND ROD I 1 (N) (1) 12 AWG SOLID. TO I If (N) GROUND ROD IN (N) OR (E) STREET LI GHT JUNCTION BOX G lfil G R ADE (N) STREET LIGHT JUNCTION BOX/VAULT .CD(N) CONCRETE ~FOUNDATION .. EQUIPMENT GROUNDING DIAGRAM @ (N) X" DIA. X 10"·0" LONG COPPER CLAD GROUND RO D s~-~~;: I 2 NOTE S : I . PROVIDE ELECTRICAL SERVICE EOUtPMENT WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAU~T CURRENT FROM TH E POWER UTILITY . 2. ALL SERVICE EQUIPMENT AND INSTALLATION SH AL L COMPLY WITH THE PREVAILING LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE. 2017 NFPA 70. AUTHORITY HAVING JURISDICTION AND UTILITY COMPANY. 3. CONDUCTORS SHALL BE SPLICED IN ACCORDANCE 'MTH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORT AT ION ST ANDARD PLAN ES·13. COMPRESSION CONN ECTOR ANO WATERPROOF. ,---! {N)FRPCONCEALMENT-----1 I SHROUD i i (NJ"SMARTPOLE"METER.~' '1 WATTHOUR (SMARTMETER). FU RNISEO INSTALLED BY 1 1 , 1 PG&E M i , (NJ 3 PIN LOCKING tp---J--, RECEPTACLE :T~~:~~:6:!:~i:NT ',-fllt--J SHR OUD :::~.~·~;~; l l I 1 (N)(1)18HOT--------'t' (WITH IN POLE) (N)(l )l8 HOT -------+-'P (WITH IN POLE) (NJ(1)#12 HOT-------t-1--'P (WITHIN POLE) (N) DISCONNECT/ LOAD -----+--t--i- CENTER MOUNTED ON POLE ~ ~ ~ kNJi;:2 1~~~/;A:!)E~~;'., ~sTuE:;A~;owER 2 A-3 "' (N) (4) Y.· SU PERFLEX COAX CABLES {WITHIN POLE) {IN 1-112" RI SER-GARO INNERDUCT) TO DIPLEXER IN C C / 6 CONCEALMENT SH ROUD ! (NJ 2 PAIR FIBER, (\MTHIN POLE) I rm (I N MAXCELL INNERDUCT O I ~ (N) (4)Y." SUPER FLEX COAX CABLES (WITHIN POLE) (I N 1-112 " RISER-GARO INNERDUCT) TO OIPLEXER IN CONCEALMENT SHROUD RRUS32 UNIT (PCS) WI A·3 rN5ruE:;A~:OWER 2 (N) VERIZON WIRELESS ; A -3 '?--1-+--(N) (2) 112. (1)112 GND. (WITHIN POLE) (N)(2J#12.(1)#12GNO. I (WITHIN POLE) I I :~l~:i~l~~~~R. J (IN MAXCELL I INNER DUCT) F I I I . Jlr : (N) N•IG STREET LIGHT I JUNCTION BOX/ VAULT/ (N) (1) #2 GND. I V ERIZON \MRELESS PO~R (WITHIN POLE) TO (N) I P.O.C. SE E DETAIL BELOW GROUND ROD : (N) IN COMI NG 6 PAIR~ (N) UG FIBER SPLICE F FIBER BY FIBER PANEL (VERIZON I PROVIDER . (E) CONDUIT _ _ _ WIRELESS FIBER / IN TR,ENCH . 1 1 DEMARC) .,..,,/ ~--------------v---L_____ r' SHEET NOTES I COMPLY WITH GOVERNJNG CODES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SI MILAR SERVICE FOR THREE YEARS. USE EXPERIENCED IN STALLERS. DELIVER HANDLE . ANO STORE M ATER IALS IN ACCORDANCE WITH M ANUFACTURER'S INSTRUCTIONS. 2. COORDINATE \MTH UTILITY COM PANY FOR SITE SPEC!FIC 'A'ORK AND MATERIAL REOUIREMENTS PRIOR TO START OF CONSTRUCTION . 3. PROVIDE ALL CONDUIT, PULL ROPES, PU LL BOXES. CONCRETE ENCASEMENT(IF REQUIRED). BARRIERS. POLE RISERS, TRENCHING. BACKFILL. AS REQUIRED PER SITE SPEC IFIC REQUIREMENTS 4. OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REQUIRED TO PERFORM THE VIJORK. PRIOR TO START OF CONSTRUCTION 5 NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFER IN G FROM THOSE INDICATED. 6 PROVIDE SERVICE ENTRANCE EQUIPMENT \MTH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAU LT CURRENT FROM THE POV.'ER UTILITY PROVIDER . 7. REV1EWAND IN SPECT EXISTING CONDITIONS. GROUNDIN G SYSTEM ANO LIGH TING PROTECTION SYSTEM FOR COMPLIANCE WITH THE AU TH ORITY HAVING JURISDICTION. REPORT ANY ADVERSE FIN DI NGS TO THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING. 8. PERFORM IEEE FALL·OF·POTENTIAL RESISTANCE TO EARTH TESTING FOR NEW GROUND ELECT RODE SYSTEMS. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS REQUIRED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LE SS 9 ANTIOXIDANT COATINGS SHALL BE USED ON ALL COMPRESSION ANO BOLTED GROUND CONNECTIONS 10. ALL \MRING METHODS SHALL CONFORM TO THE LATEST EDITION OF TH E CALIFORNIA ELECTRI CAL CODE (CECI AND UTILITY COMPANY REQUIREMENTS ANO AUTHORITIES HAVING JURISDICTION. 1 I . ALL BENDS ANDI OR OFFSETS SHALL BE MADE WITH FACTORY SECTIONS USING APPROVED COUPLERS PER CEC REQUIREMENTS. 12 ALL EMPTY CONDUITS SHALL HAVE A f" POLYPROPYLENE PU LL ROPE PROVIDED INSIDE AND SEALED WITH A DUCT SEAL ON BOTH ENOS OF THE CONDUIT. 13. THE ENOS OF ALL CONDUITS INSTALLED SHALL BE SEALED WITH A DUCT SEAL . 14 . PROVIDE NEW METER ANO DISCONNECT PER UTILITY COMPANY REQUIREMENTS SYMBOL LEGEND ---,---@---- --G-- BRANCl1CIRCUI UHDfRQROUNO (E) 240V (2) 18 CITY OF_/ CUPERTINO STREET LIGHT CONDUCTORS. (N) GROUND ROD • I I II~~=' I 4---(N) VERIZON WIRELESS CONDUCTORS PER SINGLE LINE DIAGRAM SEE SHEET EP·2 S ING L E LINE DIAGRAM (N) 10AWATERPROOF 1--------1-----------~ FUSE (VERIZON \MRELESS) (N) N16 JUNCTION BOX j (2) #S THW STR EET (E) N•9 VERIZON WIREL ESS ~LIGHT CONDUCTORS JUNC TI ON BOX POWER P.O.C. TO REMAIN ,---------(N) LED STREE T (E)PG&EVAULT/ r-·----, l .J LIGHTLUMINAlRE o~r.;i;Ro~i.~~"':,~o >----t -e;---,-i---1--.. --na8 ---b------V __ r. __ -----a::n- ~ JAM1S VACCARO .QJ. A R C H I T E C T, I N C. <II OOtlOEE WAY.u,m c PA CIIICA•CAoUOH •l~.Oll•IOPHOll(l •U .9•3 u l1 f,U llfO•JVA~C1111lCTCOM WWW NA~CtUl{CI COM @) ---M--O""DUS, -IN'""'C,__--- No STOC::11 100 STREET 3RO FLOOR SAN FRAtlCISC0 CAij•lO!J verizon" VERIZON WIRELESS 17&~Mo!Ctol::ll010VE, SUITE 8 WAUIUI CREEII CA9-t~!,ll ~ M .... 0 0:: C0 Wo a.. 0 :::, (f) u (L ,o u. Cl) 0 0 f-- L . > z ~ ...J w 1-co -.::t"u z::.:: o <C ~t1J ~O co <Co::<C<C~ t3 00~o', <C (f) oO ":' ~Zz O::<D 0 ~ >= ',!;;; er: w o:: ...J O ()1-WC:0 1-_(f)O..::, ...J I.{) => Q_ CO coO·· ::J o z a..o a.. N <( ® . . . REV I DATE ISSUE 10113/20 17 1 90%CONSTRUCTION 21712018 I 100%CONSTRUCTION 1>1E$EPLANSAAElll$TRUMCtll$0fSERVlCfA N0ARE ~~ri;~~i~~?i.[;~~~ F~l,IAllto!Oll[FUl.l·SlZE AIAACH01•·:o6· COf>YHIGIH:10tGJAMESVACCAHOAACl·UECI INC coNNEcTioN --~ L _____ _J---~NJs1twATERPRoOF ._------~-----_-_,_ __________ _, ~~~~~~~CTORS~ '-----------~c;~y(~Fo~~:;RTINO) ® ";,~~~~~~ll(~~~li; -.--= .. -.. -,--.. -.-------- STREET LIGHT($) STREET LtGHT(S) ~llll SINGLE LINE DIAGRAM , EQUIPMENT GROUNDING DIAGRAM DETA IL A T (E ) N-91 (N ) N-1 6 -• SINGLE LINE DIAGRAM SCALE: N.'f.s • EP-1 4 (El CON~RETE • WAlK : 4 (E) LAND SCAPING -~ UTI LITY PLAN -~ AP N 316~096 (El LANDSCAPING S TEV E N S C REE K BOULE VAR D ~\ ,:JJl ~ w.h is-L,,.l ; \I~ s,,,. ... ! AP N ·" 316~095 ! (N) UG FIBER SPLICE PANEL LOCATION AT (N)N·16 i i (E) BU ILD ING A P N 3 1 6~0 3 3 ... ! i i l i \ ~-·-··-··-··- i (E) 4 DRll,'EWAY SHEET NOTES 1. COMPLY IMTH GOVERNING CODES ANO REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY use 1N SI MILAR SERVICE FOR THREE YEARS. use EXPERIENCED INSTALLERS 2. OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REOU!REO TO PERFORM THE 'IIIORK. PRIOR TO START OF CONSTRUCTION. 3. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFER IN G FROM THOSE INDICATED. 4. PROVIDE SERVICE ENTRANCE EQUIPMENT 'MTH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE PO'M::R UTILITY PROVIDER. 5 REVIEW ANO INSPECT EXISTING CONDITIONS. GROUNDING SYSTEM ANO LIGHTING PROTECTION SYSTEM FOR COMPLIANCE \MTH THE AUTHORITY HAVING JURISDICTION REPORT ANY ADVERSE FINDIN GS TO THE CONSTRUCTION MANAGER PRIOR TO PR OCEEDING 6. EXISTING UNDERGROUND WIRING. CONDUIT ANO FUSE INFORMATION SHOWN IS BASED ON CLIENT PROVIDED INFORMATION AND BEST PRESENT KNOWLEDGE OF EXISTING CONDITIONS WHERE CONDITIONS AR E UNCOVERED DURING CONSTRUCTION THAT DIFF ER FROM WHAT IS SHOWN OR THAT REQUIRE MODIFICATION OF DETAILING SHO'A'N. SUCH DISCREPANCIES SHALL BE CALLEO TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE I/\IORK. 7. ALL WRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CECJ ANO APPLICABLE SECTIONS OF THE CITY OF CUPERTIN O DEPARTMENT OF PUBLIC I/\IORKS STANDARDS. 8 A CITY OF CUPERTINO PUBLIC I/\IORKS DEPARTMENT CONN ECTION ORDER IS REQU IR ED TO ENERGIZE ANY ELECTROLIER OR EQU IPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO INSPECTION FOR SUBMITTAL TO PACIFIC GAS AND ELECTRIC) 9 CONTACT PACIFIC GAS ANO ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC I/\IORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOUR S PRIOR TO FOUNDATION POURING ANO ELECTRICAL INSPECTIONS. 10. THE CO NTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL. MANUFACTURER'S SUBMITTAL$ FOR AL L NEW LUMINAIRES. w ::, z w > < ,.., ""~ ...,.....,,~._,u, 1 '-''"-L. vv1n.~..;, 11. ALL CO NDUCTORS SHALL BE SIZED IN ACCORDANCE \MTH (E) CITY: (2) 18 THE NATIONAL ELECTRICAL CODE. SCHEDULE A (N) !}S"OIA. VERIZON: (N) SERVICE CONDUCTORS PER f----------f---------f---'P,::G&:CE:C. 2:;;X.c_Flc::;BE:;;Re,:. f;::,2i ;c•2;_:G;;,;N=..D ---j 12 . :~~~~~:~~~Dv:~~~~~T~~~l~~:c:~:~~~~C~~ ~~~~ IN (N) 1,)S" DIA. (E)CtTY:(2)18 P09685 13. WHENEVER AN INSTALLATION IS NEAR ANY 0\/E.RHEAD t----------+---------1---------------'I \MRE SICONDUCTORS. A CLEAR AN CE MUST BE OBTAINED >- w z < ID :!s a:1; POLE#56k z i 0 •••n nn•n J!l!! ....... •••n..+ SPLICED .tSO" , CONNECTION •••........... J!!!! ............ J I : .t487' l j (E)PG&EVAULTl(E)CITYOF ! I CUPERTINO ELECTRI CAL : SC HEDULE B {E) 11]· DIA. 1~ l SUI WAT"l""'i I ·· POLE# 5131 : SERVIC E POINT (240V) : POLE# 5666 POLE# 24240 POLE# 5945 POLE# 24241 (Nl VERIZON WIRELESS 0--·-··J31!!1 ....... ~ L .. J3!!.8 •••• 0 ······J31 !!1 ....... 0 ·-···--'31!!1 ....... 0 -·-··-J3l!.8 ••••••• 0 EQUIPMENT LOCATION :.78" ~ :.258" .t232" .t203' .t.210' S TE V E NS CR EE K B OU LEV AR D CONDU IT SCHEDULE , CIRCUIT DIAGRAM (E)CITY:(2)18 2 SCALE: N."f:s FROM PACIFIC GAS AND ELECTRIC PRIOR TO INSTALLATION. SHEET LEGEND ~ CONDUIT DIAMETER CONDUIT APPROXIMATE LE NGTH IN LINEAR FEET CONDU IT SC HEDULE MARK EXISTING. NEW. UNDEGROUNO. SURFACE MOUNTED (E ·EXISTING. N·NEW. U-UNOERGROUND. S·SURFACE MOUNTED) f::":l--EXISTING N•9 BO. X (STREET t:::J .!,__IGHT VAU LT)/ N\&@E~ NEW N·16 BOX (STR EET mrl LIGHT VAULT)I NUMBER/ NEW VERIZON \MRELESS FIBER SPLICE PANEL LOCATI ON ~XISTING PG&E VAULT/EXISTING ~ CITY OF CUPERTINO POWER POINT OF CONNECTION ········•···--EXISTING OR NEW CONDUIT ROUTE cm» ~6~N~6~ ~;!~~6~.~~R a» ~~~~~~/ :~~i~~~~~EIRPOINT OF CONNECTION .;:::;-JAMFS VACCARO A R C H I T E C T, I N C. <II OOuDEfWAY u,anc f.O.ClftCA ICA 19,0u <1~60t.}6/(ll't,011£•41}h3ff/lJ.O.X UIO•JVA~CHUECICOM WWW N.O.~CIIIIEC I COM CLIE~.I @) ---M""o"'ous. "'1N""c=-.--- 2oosToco<10tts,AEET :IROFLOOA SAJJF11A1K:1sco c.0.11,,oa verizon" VERIZON WIRELESS na,1.1,rcttEllOAIVESVllED W.O.HIUI CNEE><CA!;.lm CONSULTANTS M .... 0 et:: C") w .,-- 0.. 8 :::> Cl) () Q. 10 LL U) 00 f- l-~ ~ I-CD :;! U z 0,:: 0 <( ~tt1~0CD <(o::<(<(~ c5uU:';:o', <(CfJOO~ :';: z z 0:: <D o~~'=';;; o:::wO:::...JQ U1-WCD1- -U) a..:::, ...JI.{):::, a.. CDmU ·· ::::,o z (1.0 Cl. N <( 0 . . . REV I DATE 1SSUE 10113120 17 I 90% CONSTRUCTION 21712018 I 100"4COt~STRUCTION lt!ES€Pv.N$.o.RElllSIAUMENrS Ol'SEJ.IV1Cf..O.N0AII.E H)llltlECUENl'SUSESOI.EllW.lttAESP(CI IOTtt1S PIIOJECI lttESEl'V-NSS11.0.llNOl1M:All(ll[O MOOlfiEOOll ll(PROOUCEO IN PAIi! Oii lNIM<>I..£ 'M1110UT Plll()H V,,.11IENC0NS(NI HtES("L,t,N$,\IIE FOO M.0.11E0!08EfULl.SllE.0.1.0.IIC'102•·X36" COPVJ.11Cttl:'016JAM(SV~0.o.RCH!IECI INC UTILITY PLAN EP-2 (N) MAIN----+ DISCON NECT (N) SHU TDOWN PROCEDURES SIGNAGE. MOUNTED ON INSIDE FACE OF DISCONNECT @ ~ ELEVATION I DISCON NECT S\MTCH SIGN SHALL READ "UTILITY COMPANY POW£R DISCONNECT SWITCH" IN Y,• HEIGHT TEXT. WITH VVHITE BACKGROUND AND BLACK LETTERING SIGN SHALL BE OUTDOOR RATED \MTH UV PROTECTION. SEE SPECIFICATIONS SECTION 26 0500 FOR COMMON \NORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE $~.~~:: I 8 ~ r f§t#llll•I•V!'J~l:.l;J•IeJ#l•lil=J~'i , ,.,,u M9H:!"'CA;9fNC~IIHUI~"P!!OCf0U"l!f . '}) .. ~:~·:-:_=::. :. ~~~-· -· ... ... . • c;,~cc~CY 5'1\1' pQWM f'MOC ;PU"t; • ..., ..... a. .. -... -....... __ --·· ' ,.w, .•. •-•·. ,, ·.: " ..... -,: .. •· .. o :_,.: .. ·~ ••. ~· ·:· ~. ::-:!u.: ... _,-:.:... ...... ~-• .,., .• NOTE S: ~N SHALL BE MOUNTED ON INSIDE FACE OF POWER MAIN DISCONNECT S\MTCH !N Y,· HEIGHT TEXT. WITH 111.+tlTE BACKGROUND ANO BLACK LETTERING. 2 SIGN SHALL BE OU TDOOR RATED. 3. SEE SPECIFICATION S SECTION 26 OS 00 FOR COMMON WORK RE.SU L TS FOR ELECTRICAL. SHUT-DOWN SIGNAGE s~-~~;: I 9 NOTES: ~4"X6" COPPER GROU ND BAR . TYP. OF SITE PRO 1 •MG406\6 WITH INSULATORS ANO BRACKETS AS REOUIREO OR APPROVED EOUAL. 2. PROVIDE TAMPER RES ISTANT GROUND BAR MOUNTING HARDWARE. 3, APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON AL L COMPRESSION AND BOLTED GROUND CON NECTIONS. GROUND BAR s~~~;: I s NOTES: (N) #2 OR #6 A\/IIG SOLID CU CONDUCTOR WI GREEN, 600V THWN•2 IN SULATION TO (NJ ANTENN A & (N) EQUIPMENT. TYP. ( (N)TWO·HOLELUG. BOLT ED TO GROUND BAR USING *"·16X1 ,Y."SSHEX HEAD BOLTS& Hc!J3,RE . TVP. ~ MAIN ~ OUNDBAR~ 112A\/IIGSOLID TINNED BARE CU \MRE TO GROUND ROD lAPPL Y "NO-OX" OXIDE INHIBITOR AGENT TO LUG ANO BAR CONTACT SURFACE . GROUND CONNECTION s~~~:: I 6 TWO~OLEGROUNDLUG s~~'.";: l 7 (N) PULU----~ JUNCTION BOX @ (N) BOND BUSHING, TYP @CONDUIT STUB-U P (N)#2A\/IIG FROM MGB ~ (N)#GA\/IIG BONDING JU MPER . TYP (N) GROUND ROD WI GROUND CLAMP (VERIZON WRELESS) GROUNDING AT PULL BOX s~~~;: I 3 (N}16AWG -, ~ , I GROUND CONDUCTOR (N))'&" DIA.X 1<Y·O- LONG COPPER CLAD GROUND ROD. GROUND ROD SHALL BE DRIVEN VERTICALLY , NOT TO EXCEED 15" VERTICALLY ' - ~/ I_S•~ ~ GROUNDING AT POLE REI NFORCING NOT SHOWN FOR CLARITY.SEE SHEETS-1 FOR POLE FOUNDATION s~;~;: I 4 di- ,.,.. • (N) R-SERIES ~ COMPOSITE ONE -PIECE LID WI N90 (N) X" DIA. X 10'-0" LONG COPPER CLAD GROUND ROD GROLIND ROD SHALL BE SOLT DOWN KIT ~ DRIVEN VERTICALLY. NOT TO ~ EXCEED 15" VERTICALLY ~ 1. PULL/JUNCTION BOX SHALL BE "CHRISTY-Nl6, \MTH ONE PIECE COMPOSITE LIO ANO N90 SS BOLT KIT AS MANUFACTURED BY OLDCASTLE ENCLOSURE SOLUTIONS (800-486,7070) 2. L1D SHALL BE MARKED "STREET LIGHTING", 3 TOP OF VAULT SHALL BE SET FLUSH WITH SURROUNDIN G ADJACENT SURFACE. 4, VERIFY LOCATIONS OF ALL EXISTING UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION. 5. UTILITY VAULT SHALL NOT BE INST ALL ED WTHtN THE BOUNDARIES OF NEW OR EXISTING CURB RAMPS. 6 PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PRIOR TO'A'ORK 7. ALL CONCRETE REPAIR VVORK SHALL BE DONE IN ACCORDANCE IIVITH THE AMERICAN CONCRETE INSTITUTE (ACI) 301 . JUNCTION/ PULL BOX ~ NOTES: SC ALE: N.T.S 1. TRENCH BACKFILL: CLASS II OR CLASS Ill AGGREGATE BASE AT 90% COMPACTION. NATIVE MATERIALS MAY BE USED AS BACKFILL IIVITH WRITTEN CONSENT OF AJE . NATIVE BACKFILL COMPACTION SHALL BE 90%. CONTRACTOR SHALL VERIFY SU ITABILITY OF NATIVE BACKFILL PRIOR TO START OF CONSTRUCTION. 2. VER IFY LOCATIONS OF ALL EXISTI NG UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION, 3. ADJUST LOCATION OF TRENCH AS REQUIRED PER RESULTS OF UNDERGROUND SERVICE LOCATOR RESULTS TO AVOID CONFLICT WTH EXISTING UTILITIES. 4. PATCH/ REPAIR ADJACENT SURFACES TO CONDITION EXISTING PR IOR TO WORK. 5. ALL CONCRETE REPAIR \NORK SHALL BE DONE IN ACCOROANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 301 . UTILITY TRENCH s~-~'.;: 12 ~ JAMI-S VA CC ARO A R C H I T E C T, I N C. ,I IOOUO(EWAV UIIII C PA C iflC A ICA l 9'0 .. •1~<10lh10~•t011(1 <l).9U U /1 fAX flfO •JVAPC ttllfCI.COM WWW lVA~C Ull(C I.COM CLIENT @) ---M-0-DU S.-IN-C-.--- '"° S~°;~~~ic'.:~~~EiAJ:?1 ~OOfl verizon" VER IZO N WIRELESS 278~ l.ll lCttEllORIVE SVI IE 9 WAltlUl CREE~ CA1;.1~~8 CONSU LTANTS (") .... 0 0:: (") w .,- a_ 8 ::> Cf) () Q. ,u u. (/) 00 f- f-> z r-ffi~~ Z ,CO <l'. ~tl1~ Om <Ca::<C<(~ 3uus: oi <l'. (/) c;iO ":' S:ZzCl'.<D o~i=S2;:; n::wCl'....JQ u r-wmr-_(f)O..::, _J I.{) ::, a.. 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