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18-182 Encroachment Agreement, Verizon Wireless, R.O.W. at 19655 Stevens Creek Blvd.
CUP E RO 16 / 4177 06 1<.0 .W. ,4-f 1q~5G Sf(ll6'}.)S c£C-Ek. BLvv-CvP~ll01f:, ENCROACHMENT AGREEMENT s1 - This Encroachment Agreement ("Encroachment Agreement"), made this / -day of D~ , 201.[ ("Effective Date") between the City of Cupertino , a political subdivision of the State of California , hereinafter designated "Licensor" and GTE Mobilnet of California Limited Partnership, d/b/a Verizon Wireless , with its principal offices at c/o Verizon Wireless , 180 Washington Valley Road , Bedminster, New Jersey 07921 , hereinafter designated "Licensee": 1. Encroachment Agreement . This is an Encroachment Agreement as referenced in that 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. [n the event of a contradiction , modification or inconsistency between the terms of the Agreement and this Encroachment Agreement, the terms of the Encroachment Agreement shall govern. Capitalized terms used in this Encroachment Agreement shall have the same meaning described for them in the Agreement unless otherwise indicated herein. 2 Project Description and Locations. Licensee shall have the right to use the ROW for a Small Cell at the designated areas in the ROW as further described in Attachment 1 attached hereto (the "Licensed Area "). 3. Equipment. The Small Cell to be installed at the Licensed Area is described in Attachment 1 attached hereto . 4. Term. The term of this Encroachment Agreement shall be as set forth in Section 2 of the Agreement. 5. Fees. The initial Rent for the term of this Encroachment Agreement shall be $1,500.00, as determined in accordance with Paragraph 5.1 of the Agreement, as adjusted by Paragraph 5 .2. 6. Commencement Date. The first day of the month following the date Licensee has Commenced Installation of its Equipment at the Licensed Area. 7. Approvals/Fiber . It is understood and agreed that Licensee's ability to use the Licensed Area is contingent upon its obtaining all of the ce1tificates, permits and other approvals (collectively the "Governmental Approvals") that may be required by any Federa l, State or Local authorities, as well as a satisfactory fiber and electrical connection which will permit Licensee use of the Licensed Area as set forth above. In the event that (i) any of such applications for such Governmental Approvals should be finally rejected ; (ii) any Governmental Approval issued to Licensee is canceled , expires, lapses , or is otherwise withdrawn or terminated by governmental authority ; (iii) Licensee determines that such Governmental Approvals may not be obtained in a timely manner; (iv) Licensee determines that it will be unable to obtain in a satisfactory manner, or maintain any fiber or power connection ; or (v) Licensee determines that the Licensed Area is no longer technically compatible for its use , Licensee shall have the right to terminate this Encroachment Agreement. Notice of Licensee's e xercise of its right to te1minate shall be given to Licensee in writing by ce1tified mail , return receipt requested , and shall be effective upon the mailing of such notice by Licensee , or upon such later date as designated by Licensee . All rentals paid to said termination date shall be retained by Licensor. Upon such termination , this Encroachment Agreement shall be of no fu1ther force or effect except to the extent of the representations, warranties and indemnities made by each patty to the other hereunder. Otherwise , Licensee shall have no fu1ther obligations for the payment of Rent to Licensor. 8. Miscellaneous. NI A [Signature page follows] EXECUTED to be effective as of the date shown above . ATTEST: .__,S)rf_, m , Cie l ")d:- APPROVED AS TO FORM CI ~ RNEY'S OFIJ~ BY: ~,~ ~~~ ( 'C 10 'fl (! ,'(Jl. O City tt_orney Exhibits: Attachment 1 LICENSOR: City of Cupe1iino , a political subdivision of the State of California By:_~-~=---------.i _t--__ Name : __ c_f._ .. 111_0 __ 1_/J'J_cs_L_r-_'( ____ _ Title : C t ff t i/ G--11vf('(Z LICENSEE: GTE MOBILNET OF CALIFORNIA LIMITED PARTNERSHIP , D/B/ A VERIZON WIRELESS by Cellco Partnership, its General Partner By: Name: Scott Stewati Title: Director-Network Field Engineering See attached. Attachment 1 Licensed Area verizon " ~ ~ 2 YYnCl'IIV~ I ~I ii S._2E ~/mve,, cSEe, ~ II mvENs CREEK ij < BLVD ~ PL ~ CUPERTINO 1.~~J lllil~l la·•·'•'',· -"4i DIRECTIONS FROM VERI ZON WIRELESS OFFICE WALNUT CKEt::K CA: HEAD NORTHEAST ON MITCHELL OR TOWARD OAK GROVE RO 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 MERGE ONTO 1·6&l S CONTINUE ONTO 1-280 N TAK E THE WOLFE ROAD EXIT TURN LEFT ONTO N \11/0LFE ROAD CONTINUE ON N '11/0LFE ROAD TO STEVENS CREEK BLVD TURN RIGHT ONTO STEVENS CREEK BLVD l]•lij&4l~l:Ji][wf1i[•1~t--:J:'.".:T,:; TITLE VERIZON PM VERIZON CM MODUS PM UTILITIES LANOt..ORO/ PROPERTY OWNER SIGNATURE 4i(#U41i•m;a:Jll• D A TE PROJECT DESCRIPTION THE PROJECT INVOLVES THE INSTALLATION OF AN UNMANNED WIRELESS TELECOMMUNICATION FACILITY CONSISTING OF AN ANTENNA ANO ASSOC IATED EQU IPMENT ON A CITY OF CUPERTINO STEEL LIGHT POLE IN THE PUBLIC RIGHT OF WAY, EXISTING POLE AND FOUNDATION TO BE REMOVED ANO REPLACED WITH NEW STEEL POLE ANO CONCRETE FOUNDATION. EXISTING POLE FOUNDATION TO BE GENERAL SCOPE OF WORK CJ ANTENNA AND ASSOCIATED EDUIPMENT INSTALL A NEWCYLINDR!CAL ANTENNA ANO EQUIPMENT ON A STEEL LIGHT POLE. INSTALLATION CONSISTS OF (1) NEW CYLINDRICAL ANTENNA AND SMART POWER METER CONCEALED WITHIN NEW CONCEALMENT SHROUD AT TOP OF LIGHT POLE . (21 NEW RRUS EQUIPMENT CABINETS ANO (I) NEW LOAD CENTER/ DISCONNECT MOUNTED TO LIGHT POLE AND ASSOCIATED POWER . FIBER ANO COAX.JAL CABLES ROUTED WITHIN LIGHT POLE. D PAINT AllNEW EQUIPMENT AND MOUNTING COMPONENTS SHALL BE PAINTED TO MATCH LIGHT POLE. INCLUDING ANTENNA SHROUD, MOUNTING BRACKETS. CABLE SHROUD/ SWEEP, RRUS UN ITS, RRUS MOUNTING BRACKETS AND LOAD CENTER . CJ CABLING CABLING TO BE INSTALLED IN A TIGHT NEAT MANNER WITHOUT EXCESS CABLE LOOPS. 0 SIGNAGE FCC MANDATED RF NOTICE/WARNING AND SHUT•DOWN SIGNAGE TO BE MOUNTED TO LIGHT POLE PER FCC REQUIREMENTS. THE CITY OF CUPERTINO REQU IREMENTS, THE CALIFORNIA PUBLIC UTILITIES COMMISION GENERAL ORDER 95 SECTION 94.5 ANO PACIFIC GAS ANO ELECTRIC REQUIREMENTS. [J~W111 5~1•ffi!Wl;U ,-;~ ~ JAMES VACCARO ARCHITECT, INC. 411 OONOEE WAY. UNIT C PACIFICA, CA 94044 CONTACT: JAMES VACCARO, AIA CONTACT NUMBER: (415) 606-3670 FAXNUMBER:(4\5)963-4471 EMAIL: JVACCARO@JVARCHITECT.COM SURVEYOR HAYES LAND SURVEYING AND MAPPING 2630 MADIGAN COURT CONCORD. CA 94516 CONTACT: RICK HAYES CONTACT NUMBER; (925) 796-3591 EMAIL: RKSEYAH@COMCAST.NET STRUCTURAL ENGINEER JEFFREY M. VAN DYKE. S.E. 1470 FELT A ROAD HEALDSBURG. CA 95446 CONTACT NUMBER: (707) 696-3721 EMAIL:JEFFREY@STR u CTU RALENGINEER INGCONSUL TING.cm AGENT PROJECT MANAGER MODUS, INC. 240 STOCKTON STREET. 3RD FLOOR SAN FRANCISCO. CA 94106 CONTACT: KEVIN BOWYER PHONE: (408) 219·5442 EMAIL: KBOWYER@MODUS-CORP.COM !!.I :.i: i • 111 ::feta 1!!11 • ::t'.!., ,,, f~~:'?-~ r-_::,,_ SITE NAME: SITE ID: LOCATION CODE: SF _CUPER016 CPSC016 417706 LTPL206 29076 4993063026 ASSET ID: BADGE NUMBER: SERVICE ID: SITE ADDRESS: PUBLIC ROW ADJACENT TO 19665 STEVENS CREEK BLVD CUPERTINO, CA 95014 SANTA CLARA COUNTY STEEL LIGHT POLE APPLICANT VERIZON WIRELESS 2765 MITCHELL DR IVE, SUITE 9 WALNUT CREEK. CA 94598 CONTACT: JENNIFER HAAS PHONE; i6SOJ 759•1 377 COUNTY: SITE TYPE: EMAIL: JENNIFER .HAAS@VERIZON\J\JIRELESS,COM ~ MODUS, INC. 240 STOCKTON STREET. 3RD FLOOR $AN FRANCISCO, CA 94108 CONTACT: KEVIN BOWYER PHONE:(408)219·5442 EM AIL: KBDWYER@MODUS•CORP.COM PROPERTY OWNER CITY OF CUPERTINO CUPERTINO CITY HALL 10300 TORRE AVENUE CUPERTINO. CA 95014·3202 PHONE:(408)777-3354 EMAIL: ENGINEERING@CUPERTINO.ORG A.P.N.: OCCUPANCY TYPE: CONSTRUCTION TYPE: ZONING JURISDICTION: ZONING DESIGNATION: LATITUDE (NAO 83): LONGITUDE (NAO 83): GROUND ELEVATION: ROW ADJACENT TO 316-20-083 NI A•LIGH T POLE IN ROW TYPE V·B CITY OF CUPERTINO P(CG,RES) 37" 19'23.13'N 122·oro8.2rw t197,8'AMSL f t;,1.ij • ~IM nt..,J.?; • I ,j ~' ~ • [ • J ,r. ALL VI/OR KAND MATERIALS SHALL BE PERFORMED ANO INSTALLED IN ACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THE AUTHORITIES HAVING JURISDICTION. NOTHING IN THESE Pl.ANS IS TO BE CONSTRUED TO PERMIT VI/ORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOV\IING CODES AND AUTHORITIES HAVING JURISDICTION. 2016 CALIFORNIA ADMINISTRATIVE CODE. TITLE 24 PART 1 2016 CALIFORNIA BUILDING CODE. TITLE 24 PART 2 2016 CALIFORNIA ELECTRICAL CODE. TITLE 24 PART 3 2016 CALIFORNIA MECHANICAL CODE. TITLE 24 PART 4 2016 CALIFORNIA PLUMBING CODE. TITLE 24 PART 5 2016 CALIFORNIA ENERGY CODE . TITLE 24 PART 6 2016 CALIFORNIA FIRE CODE . TITLE 24 PART 9 ANSI/TIA-222-G 20 18 NFPA 101, LIFE SAFETY CODE 2017 NFPA 70. NATIONAL ELECTRICAL CODE 2016 NFPA n. NATIONAL FIRE AL.ARM CODE 2016 NFPA 13. SPRINKLER CODE 2013 AASHTO L TS-6 STATE OF CALIFORNIA GENERAL ORDER NO. 128 CITY/ COUNTY OROINANCES ANO CODES ACCESSIBILITY FACILITY IS UN•MANNED AND NOT FOR HUMAN REOUIREMENTS:HABITATION. DISABLED ACCESS NOT REQUIRE! IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 2. VOL. I , CHAPTER 11B. DIVISION 2. SECTION 118-203.5 . r '.'l'.re] 1] ::llaf •l ,,, I :.1 • ,.!., ~, .. ::s, s~~~TI ~ ~ T • 1 I TITLE SHEET T-2 I SYMBOLS.ABBREVIATIONS T-3 I GENERAL NOTES C-1 I TOPOGRAPHIC SURVEY, EJUSTING CONOITIONS A-1 SITE PLAN, ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-2.0 A-2.1 ELEVATIONS A-3 S-1 STRUCTURAL NOTES. DETAILS S-2 DETAILS EP-1 SINGLE LINE DIAGRAM, EQU IPMENT GROUNDING DIAGRAM EP-2 UTILITY PlAN. CONDUIT SCHEDULE. CIRCUIT DIAGRAM EP-3 DETAILS SP-1 SP-2 SPECIFICATIONS SP-3 t,.;:1:::1::111::1 1~111 ::t~:-.~ ,x·•:-•,• ·-·-. _=-JAMES VACCARO A R C H I T E C T, I N C. •11D0t<0Ef WA Y,UI ... C , ... c 1ACA ICA 1,,o .. •li . .Cl.lllCPHOllf ••li.hl,U llfAJ( ,1FO•JVANCHIIECI.COM WWW.JVANCH ITECT.COM g]lli @) ---M~O-DUS .-IN-C-. -- 100 S10Cl('10N STl!EE'l. ll!O HOOII SA1lfRANCISCO,CA9,1C1 verizon" VERIZON WIRELESS 21~ ... ~::~~~~:.1~ !'~~ 9 CONSULTANTS <O .... 0 0:: CD w ..-- 0.. 8 => (/) (.) Cl. 1U LL "' 00 1-- 1--> z I-ffi V ~ z ~ 0 <{ ~tij:£0M <((l'.<(<(gJ auu S: 0 <(C/lQO';' s: z z O'. (!) o;; FS2 M O'.wet::..JQ u1-wm1- -U) 0... :::> ...J l() => a. CD CD(.) .. :::) "' z 0.."' 0.. ~ <( @ ' . REV I DATE _ J ISSUE 1 10116 /2 017 90% CONSTRUCTION 2 6/812018 100% CONSTRUCTION 6/22/2018 100% CONSTRUCTION REV. 7116/2016 1100P~;~~,;r~g~~~ZT~Ev. IHESEP1.MlS...ilf1NSIIIUMENIS0fSEl!VTCEAI/OAIIE FOl!1HE Q.1ENl'S USESOI.HYWIIHl!ESPECIIOIH1S Pl!OJECI IHESEPLNISSHAI.LNOIBEAI.TEIIEO UODlflEOOlll!EPIIOOUCEOINPAIITOl!IN'MtOI.E l',llt<)UlPIIJQl!WRIIIENCOHSEl<I IHESEPI..AHS AIIE ftl!IMA1 !ED101ffULL.SIZEA1AIICHD:'••ur COPVIIIGHl ::'111~.JAMES VACCA!lOARC!'illECI INC TITLE SHEET T-1 . "L" II! I . (E) (NI . I % ' AB AC AC A/C AC/ ACT ADA ADJ AOM1N A/E AFF AGL AHJ AIA ACT ALUM AMP ANO ANGLE AT BY CENTERLINE DEGREE DIAMETER EQUAL EXISTING FEET INCH(ES) NEW NUMBER PER PERCENT PLATE PLUSIMINUS ANCHOR BOLT ALTERNATING CURRENT ASPHAL TIC CONCRETE AIR CONDITIONING AMER ICAN CONCRETE INSTITUTE ACOUSTICAL CEILING TILE AMERICANS WITH DISABILITIES ACT ADJAC ENT ADMINISTRATION ARCHITECT/ ENGINEER ABOVE FINISHED FLOOR ABOVE GROUND LEVEL AUTHORITY HAVING JURISDICTION AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALTERNATE ALUMINUM AMPERE AMSL ABOVE MEAN SEA LEVEL ANOD ANODIZE ANT APA AMERICAN NATIONAL STANDARDS INS TITUTE ANTENNA AMERICAN PL Y\/\/000 ASSOCIATION APPROX APPROXIMATE ARCH ARCHITECT ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING ANO A IR CONDITIONING ENGINEERS ASSN ASSY ARCHITEcrs SUPPLEMENTAL INSTRUCTIONS ASSOCIATION ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING ANO MATERIALS AUTO A UTOMATIC AVE AVENUE AVC AWG AWS AZ BIB BAT BAIT BC BC BO BORY AVERAGE AMERICAN WIRE GAUGE AMERICAN WELDING SOCIETY AZIMUTH BACK TO BACK BATTEN BATTERY BETWEEN CENTERS BOLT CIRCLE BOARD BOUNDARY BITUM BITUMINOUS BKG BACKING BLOG BUILDING BLK BLKG BLT BLVD BM BOT BRO BRKT BSMT BTWN BUR BW C CTOC CAB CBC cco ccw co BLOCK BLOCKING BUILT BOULEVARD BEAM BOTTOM BEARING BRACKET BASEMENT BETWEEN BUILT-UP ROOFING BOTH WAYS CHANNEL CENTER TO CENTER CABINET CALIFORNIA BUILDING CODE CONSTRUCTION CHANGE DIRECTIVE COUNTERCLOCKWISE CONSTRUCTION DOCUMENTS ABBREVIATIO N S DRAWINGS cec CALIFORNIA ELECTRICAL CODE EXP EXT EXT CEM PLAS CEMENT PLASTER F FAB FAR FDTN FE CERT CERTIFY CFC CALIFORNIA FIRE CODE CFICI CONTRACTOR FURNISHEOJ CONTRACTOR FF FF&E CFM CHK CIR CJ CJ CL CLASS CLO CLR CM CMC co co, COAX CONC COND CONN CONT COORO COR COOR CPT cs, CSK CSMT CT CTG CTR CTRL cu CUYO cw CYL d 0 DBL DC DEF DEG DEMO DEPT OST DF DIA D<AG DIFF DIM DISC DIST DIV OL DMARC ON OR OR OS OWO ' EA EE EF EF EFS EOR EJ EL ELAST ELEC ELEM EMF ENGR EPA eo EQUIP EQUIV ew EXCL INSTALLED CONTRACTOR FURNISHED / OWNER INSTALLED CUBIC FEET PER MINUTE CHECK CIRCLE CONSTRUCTION JOINT CONTROL JOINT CENTERLINE CLASSIFICATION CEILING FH FIN FLASH FLEX FLR FLOUR g~~~RUCTION MANAGER FOC g~~:ORNIA MECHANICAL ~~~ FM FO FD ~~ 1 ~CRETE MASONRY ~~W COMPANY FP g~~~;~c:;.; OF ~~ COAXIAL CABLE FRMG CONCRETE CONDITION CONNECT CONTINUOUS COORDINATE CHANGE ORDER REQUEST CORRIDOR CARPET CONSTRUCTION SPECIFICATIONS INSTITUTE COUNTER SUNK CASEMENT CERAMIC TILE COATING CENTER CONTROL COPPER CUBIC YARD CLOCK'MSE CYLINDER PENNY(NAIL) DEPTH DOUBLE DIRECT CURRENT OEFINJTION DEGREE DEMOLITION (DEMOLISH) DEPARTMENT DETAIL DOUGLAS FIR DIAMETER DIAGONAL DIFFERENCE DIMENSION DISCONNECT DISTANCE DIVISION DEAD LOAD DEMARCATION POINT DOWN DINING ROOM DOOR OOWNSPOUT ORAVVING EAST EACH EACH ENO EACH FACE FRT FRWY FT FT FT FTILB FTO FURN FUT GA GA GAL GALV GB cc GEN GFCI GLULAM GSB GSM GSM GUAR GYP GYP BO GYP HOG HOW HEX HOR HLDN HM HORIZ HS HT HWY HYO /AO IBC ~;;~~:g~ ~:~:~~ SYSTEM :~ :~~:;Te:c~~ GENERATOR :~ EXTERIOR INSULATION IFS ;,%~SH SYSTEM ILLUM EXPANSION JOINT IMEO ~::!~i61i~RIC :~CANO ELECTRIC INCL ELEMENT INFO ELECTROMAGNETIC :~~UL FREQUENCY IR ENGINEER ENVIRONMENTAL PROTECTION AGENCY ETHYLENE POLYSTYRENE BOARD EOUAL EQUIPMENT EQUIVALENT EACH WAY EXCLUDE ISO J-BOX JST K KIP KIT KO EXPANSION EXPOSED EXTERIOR EXTINGUISHER FAHRENHEIT FARICATE(O) L L LAO ~~~~~::.~ RATIO LAV ~:~~s~XF~~~UISHER ~=s LAC LAM LAT :~~~~~~~~FIXTURE.ANO ~~O CH LHR LHS LIN FJRE HYDRANT FINISH FLASHING FLEXIBLE FLOOR FLUORESCENT FACTORY MUTUAL FIELD ORDER FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUD FACE OF WALL FIRE P ROTECTION FIREPROOF FIRE RATING FIRE RESISTANT FRAMING FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FREEWAY FEET FIR E TREATED FOOT FOOT/ POUND FOOTING FURN!SH FUTURE GAGE GYPSUM ASSOCIATION GALLON GALVANIZED GRAB BAR GENERAL CONTRACTOR GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GLUED LAMINATED WOOD GYPSUM SHEATHING BOARD GALVANIZED SHEET METAL GLOBAL SYSTEM FOR MOBILE COMMUNICATION GUARANTEE GYPSUM GYPSUM BOARD GYPSUM PLASTER HOT DIPPED GALVANIZED HARDWARE HEXAGONAL HANGER HOLDDOWN HOLLOW METAL HOR IZONTAL HIGH STRENGTH HEIGHT HEATING. VENTILATING ANO AIR CONO!TIONING HIGHWAY HYDRANT INDOOR AIR QUALITY INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL IDENTIFICATION INSIDE DIAMETER INSIDE DIMENSION INSIOEFACE INSIDE FACE OF STUD ILLUMINATION IMMEDIATE INCHES INCANDESCENT INCLUDED INFORMATION INSULATION INTERIOR INSIDE RADIUS INTERNATIONAL STANDARDS CODE ISOMETRIC JUNCTION BOX JOIST THOUSAND THOUSAND POUNDS KITCHEN KNOCKOUT LKWASH LL LLH LLV LN LNG LDC LONG LT LTD LTE LTO LVO LVR MAINT MAN MATL MB MC MOF MECH MED MEMS MFR MHZ MIO MIN MIRR MISC MK ML MLDG MLIM< MN MOO MOO BIT MR MS MSB MTO MTG MTG MTL MULL MULT MUT MW N NA NC NEG NFPA NFRC NIC NO NOM NORM NRC NRCA NS NTP NTS 0/ 0/0 0 oc DCC 00 OF OF/Cl OF/01 OFS OPH OPNG ANGLE LENGTH LADDER LAG BOLT LAMINATE LATITUDE LAVATORY LAG BOLT POUND LIGHT EMITTING DIODE LJNEAR FEET LEFT HANO LEFT HAND REVERSE LEFT HANO SIDE LINEAR LOCKNUT LOCKWASHER LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LANE LIOUIO NATURAL GAS LOCATION LONGITUDINAL LIGHT LIMITED LONG TERM EVOLUTION LIGHTING LOUVERED LOUVER MAINTENANCE MANUAL MATERIAL MAXIMUM MACHINE BOLT MC CHANNEL MEDIUM-DENSITY FIBREBOARD MECHANICAL MEDIUM MEMBRANE MANUFACTURER MANUFACTURER'S RECOMMENDATION MEGAHERTZ MIDDLE MINIMUM MIRROR MISCELLANEOUS MARK METAL LATH MOLDING MILL\o\lORK MAGNETIC NORTH MODIFY MODIFIED BITUMEN MOISTURE RESISTANT MACHINE SCREW MAIN SVVITCHBOARO MOUNTED MEETING MOUNTING METAL MULLION MULTIPLE MUNTIN MICROWAVE NORTH NOT APPLICABLE NOISE CRITERIA NEGATIVE NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FENESTRATION RATING COUNCIL NOT IN CONTRACT NUMBER NOMINAL NORMAL NOISE REDUCTION COEFFICIENT NATIONAL ROOFING CONTRACTORS ASSOCIATION NO SCALE NOTICE TO PROCEED NOTTO SCALE OVER OUT TO OUT OXYGEN ON CENTER OCCUPY OUTSIDE D!AMETER OUTSIDE FACE OWNER FURNISHED/ CONTRACTOR INSTALLED OWNER FURNISHED/ OWNER INSTALLED OUTSIDE FACE OF STUDS OPPOSITE HAND OPENING OPP OPT OSHA PAR PART PAT PB PB PED PEN PERF PERIM PERM PERP PH PXWY PL PL PLAS PLAS PLAT PLYWO PN PNL PO PPC PREFAB PRELIM PREP PREV PROJ PROP PSF PT PT PT pV PVC PWR DC OTV OUAL R R RB RCP RO RO REBAR REC RECD RECPT RECT REF REINF REM REO REOO RES!L REV RF RF 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 AND HEALTH ADMINISTRATION PARALLEL PARAPET PARTIAL PATTERN PANIC BAR PULL BOX PEDESTAL PENETRATE PERFORATED PERIMETER PERMANENT PERPENDICULAR PHASE PAR KWAY PLATE PROPERTY LINE PLASTER PLASTIC PLATFORM PLYWOOD P ART NUMBER PANEL PURCHASE ORDER POVVER PROTECTION CABINET PREFABRICATE(D) PRELJMINAR Y PREPARATION PREVIOUS PROJECT PROPERTY POUNDS PER SOUARE FOOT POUNDS PER SOUARE INCH PAINT POST TENSIONED PRESSURE TREATED PHOTOVOLTAIC POLYVINYL CHLORIDE (PLASTIC) POI/VER QUALITY CONTROL QUANTITY OUAL1TY RADIUS THERMAL RESISTANCE RUBBER BASE REFLECTED CEILING PLAN ROAD ROOF DRAIN REINFORCING STEEL BARS RECESSED RECEIVED RECEPTACLE RECTANGLE REFERENCE REINFORCE REMOVABLE REQUIRE REQUIRED RESILIENT REVISION SOFT SOIN ss ST ST STC STD STL STIF STOR STR STRUCT SUB SUP SUR R SUSP SYM SYMM T TOB TOG TOM TB TELCO TEMP THERM THK THRES THAU TMA TO TOC TOF TOF TOP TOPO TOS TOW TRANS TRANS TS TVP u UO UL UON UTIL UV V VAR VCT VENT VERT VIF ~;~11~::TE~~~~l~G ~OL T ~~~~~T~g; W REQUEST FOR PROPOSAL :o :~i; :::c0 H w:W RIGHT HAND REVERSE ~ ~~~~ LEADER 1/1/f BM ROUND W1.. ""' v.o ROUGH OPENING RIGHT OF WAY RAILROAD REMOTE RADIO UNIT REDWOOD RAIN WATER LEADER SOUTH SCHEDULE SMOKE DETECTOR STRUCTURAL ENGINEER SECTION SELECT SEPARATE SQUARE FOOT (FEED SHEET SHEATHING SIMILAR SCORED JOINT SKETCH SKYLIGHT SEALANT SLEEVE SPECIFICATION SPRINKLER SQUARE WP WPM WR WR WRB WT WWF WWM WNR X BRACE XFMR YO SQUARE FOOT SQUARE INCH STAINLESS STEEL STAIRS STREET SOUND TR ANSMISSION CLASS STANDARD STEEL STIFFENER STORAGE STRAIGHT STRUCTURAL SUBSTITUTE SUPPLEMENTARY SURROUND SUSPEND SYMBOL SYMMETRICAL TREAD TOP ANO BOTIOM TONGUE AND GROOVE TIME ANO MATERIALS THROUGH BOLT TELECOMMUNICATIONS COMPANY TEMPORARY THERMAL THICKNESS THRESHOLD THROUGH TOVVER 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 LABORATOR IES UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED UTILITY ULTRAVIOLET VOLT VARIES VINYL COMPOSITION TILE VENTILATION VERTICAL VERIFY IN FIELD VOLATILE ORGAN IC COMPOUND VOLTAGE WEST woe "'TH ll'IIITHOUT WALL TO WALL WATER CLOSET V.000 WIDE FLANGE B EAM VVINDLOAD VVIREMESH VI/ORK ORDER WATERPROOFING VVEATHERPROOF WATERPROOF MEMBRANE WATER REPELLENT WATER RESISTANT WATER RESISTIVE BARRIER WATER RESISTANT MEMBRANE VI/E IGHT VVELDED WIRE FABRIC VVELDED WIRE MESH VVELDEDW!RE REINFORCEMENT CROSS BRACE TRANSFORMER YARD 13 ROOM---ROOM NAME §}-ROOM NUMBER 8------DOOR TAG 0---\I\IINDOWTAG ~ SECTION REFERENCE SECTION NUMBER SHEET NUMBER : \ DETAIL NUMBER ,--.,.~DETAIL REFERENCE , ___ ., ~. SHEET NUMBER &==ELEVATION REFERENCE ELEVATION NUMBER SHEET NUMBER X G=INTERIOR ELEVATION REFERENCE X SHEET NUMBER -ELEVATION NUMBER -0---wALL TAG C]QD--EOUIPMENT T AG :L--COLUMN &0-:::ISION NUMBER REVISION CLOUD ~o--:~:ATION ---0-----~:!~RENCE MATCH LI N§._MATCH -----LJNE ~BREAK LINE .-.--~~~!REAK -----<i_-CENTERUNE --PROPERTY/ LEASE LINE GRAPHIC SYMBOLS 11 l&~ft¥;FJm.f,:'--4:~, EARTH ,~ ;~~~~IEgRAVEL rd."4 A,;::.,,;,:~,$j SAND ,. . . .. . .. 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Ol 0.. ~ <( REV DATE ISSUE 1 10116/2017 90% CONSTRUCTION 6/812018 100% CONSTRUCTION 612212018 100'\I, CONSTRUCTION REV. 7 11612018 l~;~~~T~g~~~:T~EV. ~~1£~~,~~~jjfgf[t: =r~1.E~~~!..~':!~~'!~1~i~~~ SHEE IIIHE SYMBOLS, ABBREVIATIONS Sli£ET IIUM6£R T-2 General Notes ,. ,· . ---__ ,. "' ,.,::·f;:_ G ENE RA L NOTES 1. CONTRACTOR SHALL VER IFY AND COORDINATE ALL NEW ANO EXISTING CONDITIONS AND DIMENSIONS AT JOB SITE FOR COMPARISON \MTH DRAWINGS AN D SPECIFICATIONS PRIOR TO BIDDING AND START OF CONSTRUCTION. IF ANY DISCREPANCIES . INCONSISTENCIES OR OMISSIONS ARE FOUND. THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED. IN WRITING FOR CLARIFICATION PRIOR TO PROCEEDING \MTH \/\/ORK. 2 . 00 NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCH ITECT/ ENGINEER FOR CLARIFICATIONS. All DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR ANO COORDINATED V\IITH ALL OF THE WORK OF All TRADES. IF DISCREPANCIES ARE FOUND. THE CONTRACTOR SHALL NOTIFY THE ARCHITE CT/ ENGINEER IN WRITING FOR CLARIFICATION BEFORE COMMENCEMENT OR RESUMPTION OF \fllORK. J. ABBREVIATIONS THROUGH OUT THE PLANS ARE THOSE IN COMMON USE . NOTIFY THE ARCHITECT/ ENGINEER OF ANY ABBREVIATIONS IN QUESTION . 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STR!CT ACCORDANCE WTH ALL APPLICABLE CODES. REGULATIONS, AND ORO!NANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY \l\llTH ALL LAWS. ORDINANCES, RULES. RECULATIONS. AND LA\fo/FUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF TH E VIIORK. S. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS ANO LOCAL JURISDICTIONAL CODES. ORDINANCES ANO APPLICABLE CODE ANO REGULATIONS. 6. UNLESS NOTED OTHERIMSE. THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT. APPURTENANCES, ANO LABOR NECESSARY TO COMPLE TE ALL INST ALlATIONS AS INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE B. IF THE SPECIFIED EQUIPMENT CANNOT BE IN STALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTE RNATIVE INSTALLATION FOR APPROVAL BY THE ARCHITECT/ENGINEER . 9 LE GAL EXITS SHALL NOT BE BLOCKED AT ANYTIME. 10. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY LOCAL CODES. 11. THE ARCHITECT/ ENGINEER SHALL BE CONSUL TED 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 ACTU AL ROUTING OF CONDUIT, POWER ANO FIBER CABLES. GROUND CABLES AS SHOWN . CONTRACTOR SHALL SHALL ADD NEW CONDUIT AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING \I\IITH THE CONSTRUCTION MANAGER. 1J . THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS. CURBS. LANDSCAPIN G ANO STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 14. CLEAN UP ANO OISPOSAL·REMOVE DEBRIS, RUBBISH ANO WASTE M ATERIAL FROM THE OWN ER'S PROPERTY TOA LAWFUU LEGAL DISPOSAL AREA ANO PAY ALL HAULING ANO DUMPING COSTS. CONFORM TO PERTAINING FEDERAL. STATE ANO LOCAL LAWS. REGULATIONS ANO ORDERS UPON COMPLETION OF \NORK 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 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 OVVNER OR THE DESIGNATED REPRESENTATIVE. 17. WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS ANO/ OR CONNECTION. A MINIMUM OF 48 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 SY THE OWNER. 18. ALL CONTRACTORS PERFORMING WORK ON THE SITE SHALL BE RESPONSIBLE FOR INITIATING, MAINTAIN ING ANO SUPERVISING A REASONABLE ANO PRUDENT SAFETY PROGRAM INCLUDING BUT NOT LIMITED TO THE' ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRI S OR TOOLS WHICH MAY ENDANGER TH E PUBLIC OR WORKERS. 19. TH E CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES BELOW GRADE ANO RElATEO SERVICE CONNECTIONS WTH THE RESPECTIVE UTILITY COMPANIES. 20. TH E CONTRACTOR SHALL COORDINATE THE REMOVAL. ABANDONMENT. ANDI OR RELOCATION OF EXISTING UTILITIES ABOVE OR BELOW GRADE \I\IIT H THE RESPECTIVE UTILITY COMPANIES. 21 . TH E CONTRACTOR SHALL PERFORM ALL \NORK \MTHIN PUBLIC RIGHTS·OF·WAY ACCORDING TO LOCAL JURISDICTION AL STANDARDS ANO SPECIFICATIONS. CONTRACTOR SHALL OBTAIN PERMITS FROM APPROPRIATE AGENCIES. ALL CONCRETE REPAIR \NORK SHALL BE CONE IN ACCORDANCE WlTH AMERICAN CONCRETE INSTITUTE (AC[) JOI . ALL STRUCTURAL STEEL \NORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 24 . THE EXISTING SITE IS IN FULL OPERATION. ANY CONSTRUCTION \NORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION . ANY WORK MUST BE COORDINATED WITH THE OVVNER . ALSO. \NORK SHOULD BE SCHEDULED FOR AN APPROPRIATE WINDOW TO MINIMIZE DISTURBANCE. 25. THE ARCHITECT/ ENGIN EER SHALL BE NOTIFIED IN VIIRITING OF ANY SUBSTITUTIONS, INCLUDING CHANGES IN PRODUCTS. MATERIALS. EQUIPMENT AND DETAILS Of CONSTRUCTIONS FROM THOSE SHO\l'lffll . THE SUBSTITUTIONS PROCEDURES PER SPECIFICATIONS SECTION 0 1 25 00 SHALL BE FOLLOWED. THE CONTRACTOR SHALL ASSU ME FULL RESPONSIBILITY FOR PERFORMANCE AND ASSOCIATED COSTS FOR ANY SUBSTITUTION NOT APPROVED tN VIIRITING BY THE ARCHITECT/ ENGINEER PER SPECIFICATIONS SECTION 01 25 00. 26. PROVIDE A PORTABLE FIRE EXTINGU ISH ER WITH A RATING OF NOT LESS THAN 2-A OR 2·A/10.BC W THIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF TH E WORK AREA DURING CO NSTRUCTION. 27. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES TO PREVENT STORM WATER POLLUTION DURING CONSTRUCTION . 28. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL EQU IPMEN T AND MATERIALS WHICH MUST INTERFACE ANO COORDINATE WITH OTHERS. WHETH ER DETAILED OR NOT. 31 . THE CON TR AC TOR SHALL OBTAIN OSHA PER MITS 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 'NODD IN CONTACT \l\llTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED \l\llTH AN APPROVED PRESERVATIVE. SITE WORK NOTES 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES AND CONDUCT UNDERGROUND UTILITY LOCATING ANO MAPPING PR!OR TO THE START OF CONSTRUCTI ON . 2. ALL EXISTIN G ACTIVE SE\1\/ER, WATER. GAS, ELECTRIC . AN D OTHER UTILITIES 'MiERE ENCOUNTERED IN THE \/oJORK, SHALL BE PROTECTED AT ALL TIMES. AND WHERE REOUJRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIR ECTED BY CONSTRUCTION MANAGER ONLY UPON APPROVAL OF SPECIFIC UTILITY OWNER . EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR \-VHEN EXCAVATING OR DRILLING PIERS AROUN D 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 AN O OTHER REFU SE SHALL BE REM OVED FROM THE SITE A NO DISPOSED OF LE GALLY. S. ALL EXISTING INACTIVE SEWER . WATER. GAS, ELECTRIC ANO OTHER UTILITIES. WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWlSE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF CONTRACTOR . OWNER ANO/OR LOCAL UTILITI ES. 6. CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATION OF EXISTING UNDERGROUND FACILITIES PR IOR TO ANY EXCAVATION. 7, CONTRACTOR SHALL CEASE EXCAVATING IF UNIDENTIFIED UTILITIES ARE ENCOUNTERED. 8. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER OF EXCAVATION DAMAGE AND TAKE STEPS TO MITIGATE DAMAGE ANDI OR ASSIST \I\IITH REPAIR . 9. CONTRACTOR SHALL PROVIDE AOEOUATE 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 WITH VERIZON WIRELESS ANO AUTHORITY HAVE JURISDICTION SPECIFICATIONS FOR SITE SIGNAGE 12 . CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DUR ING CONSTRUCTION . EROSION CONTROL MEASURES. IF REQUIRED DURING CONSTRUCTION. SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROS IO N AND SEO!MENT CONTROL. I. ALL POUREO•IN•PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 3.000 PS I AT 28 DAYS. UNLESS OTH ERWISE NOTED (DESIGN BASIS 2,500 PSI-NO SPECIAL INSPECTI ON REQUIRED). CEMENT TO BE TYPE II FROM TESTED STOCK PER ASTM C-150. 2. CONCRETE FORM TOLERANCES SHALL BE WTHIN THE STANDARDS SET BY THE AMERICAN J. ALL REINFORCING STEEL, ANCHOR SOL TS. DOWELS AN O OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOC AL BUILDING DEPARTMENT INSPECTOR PR IOR TO THE POURING OF ANY CONCRETE. 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. REFER TO ARCHITECTUR AL. MECHANICAL. PLUMBING ANO ELECTRICAL ORAWNGS FOR LOCATIONS. S. FORM EXPOSED CORNE RS OF COLUMNS. BEAMS. WALLS, ETC . \MTH 314 INCH CH AMFERS UNLESS DETAIL ED OTHERWSE. 6. PROVIDE LIGHT BROOM FINISH ON ALL EXPOSED CONCRETE UNLESS NOTED OTHERWISE. e1 ing tee otes REINFORCING ST EEL NOTES 1. 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 REINFORC ING SHALL BE SECURED IN PlACE PRIOR TO PLACING CONCRETE OR GROUTING MASONRY. 4, REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER . 1. ALL STRUCTURAL AND MISCELlANEOUS STEEL SHALL CONFORM TO ASTM A-36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE \MTH A.1 .5 .C. SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILOINGS. lATEST ADDITION. 2. SOL TS SHAL L CONFORM TO ASTM A307 , UNLESS NOTED OTHERWSE. • 3. PIPE STEEL SHALL CONFORM TOASTM A-53, GRADES. 4. PlATES SHALL CONFORM TO ASTM A·36. S. ALL STEEL PERMANENTLY EXPOSED TO lfl/EATHER. (INCLUDING NUTS, BOLTS , WASHERS) SHALL BE HOT·OIP GALVANIZED AFTER FABRICATION . 6. INSTALlATION OF CONCRETE EXPANSION/I/I/EDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRlnEN RECOMMENDED PROCEDURE. THE BOLT. DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATI ON FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT W ITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS. REDUIREO BY GOVERNING CODES. SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAAIMUM ALLOWABLE LOADS. 1. THE QUALITY OF MATERIALS AN D THE FABRICATION OF ALL 11\/ELDEO CONNECTIONS SHALL BE IN CONFORM ANCE \l\llTH THE AMERICAN WELDING SOCIETY$ STRUCTU RAL 11\/ELOING CODE. A\/1/S 01 .1 lATEST EDITION , 2. SPECIAL INSPECTION OF WELDING PER SECTION 1704 IS REQUIRED. A QUALIFIED ANO CERTIFIED IN SPECTOR SHALL BE PRESENT DURING SHOP ANO FIELD WELDING OPERATIONS UNLESS OTHER\MSE NOTED ANO SHALL INSPECT ALL THE WORK AS REQUIRED BY A\/1/S 01 .1. SECTION ,. J . SPECIAL INSPECTION NEED NOT BE CONTINUOUS FOR THE FOLLO\MNG ITEMS, PROVIDED THE MATERIAL , QUALIFICATIONS Of WELDING PROCEDURES ANO WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PER IODIC INSPECTIONS M AY BE MADE OF 'M>RK IN PROGESS ANO A VISUAL INSPECTION OF ALL WELDS IS STILL REOUIREO. 1. SINGLE-PASS FILLET WELDS NOT EXCEEDING 51161N CH. 4. INSPECTORS SHALL POSSESS ANO BE FAMILI AR \follTH T HE APPROVED WELDING PROCEDURE SPECIFICATI ONS {WPS), 5. ALL 'M:lOING SHALL BE DONE BY CERTIFIED WELDERS USING PRE-OUALIFIED WELDING PROCEDURES, 6. THE INSPECTOR SHALL CONFIRM TH E QUALIFICATION OF WELDERS. THE USE OF A\/1/S OUALIFIEO PROCEDURES , TH E MANUFACTURER'S RECOMMENDED USE OF AUTOMATIC EQUIPMENT ANO THE PROPER USE OF PREHEAT, IF REQUIRED. · amtmg otes . . . . ,$:;\~.;;.-~!;r~_ :-;--.~-~"'":,::.!, ~·::;;:.:"+·\ PAINTING NOTES I . EXTRA MATERIALS: DELIVER TO OWNER 1 QUART OF EACH COLOR AN D TYPE OF FINISH COAT PAINT USED ON PROJECT. IN CONTAINERS, PROPERLY LABELED ANO SEALED. 2. MANUFACTURER SHALL BE TNEMEC COMPANY INCORPORATED. UNLESS NOTED OTHERWISE. J. MATERIAL COMPATIBILITY: PROVIDE MATERIALS THAT ARE COMPATIBLE \l\llTH ONE ANOTHER ANO WITH SUBSTRATES. 4, FOR EACH COAT IN A PAINT SYSTEM. PROVIDE PRODUCTS RECOMMENDED IN VIIRITltlG BY MANUFACTURERS Of TOPCOAT FOR USE IN PAINT SYSTEM ANO ON SUBSTRATE INDICATED. 5. REMOVE HARDWARE. AND SIMILAR ITEMS TH AT ARE NOT TO BE PAINTED. MASK 1TEMS THAT CANNOT BE REMOVED. RE INSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE. 6 . CLEAN ANO PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA. SCHEDULE PAINTING SO CLEANING OPERATIONS \MLL NOT DAMAGE NEVI.\. Y PAIN TED SURFACES. 7. APPLY PAINTS ACCORDING TO MANUFACTURER'S VIIRITIEN INSTRUCTIONS. 8. APPLY PAINTS TO PRODUC E SURFACE FI LMS WITHOUT CLOUDINESS. SPOnlNG. HOLIDAYS. lAPS. BRUSH MAR KS. ROLLER TRACKING. RUNS, SAGS. ROPINESS. OR OTHER SURFACE IMPERFECTIONS, CU T IN SHARP LINE S ANO COLOR BREAKS. 9. IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH TOPCOAT, APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH . COLOR. ANO APPEARANCE. 10. SEE SPECIFICATIONS SECTION 09 9000 FOR PAINTING AND COATING SPECIFICATIONS. 1, LUMINAJRES. JUNCTION BOXES.1-112" RIGID METAL CONDUIT. 1-112" PVC CONDUIT. ANO POLES SHALL COMPLYWTH SECTION 86 Of THE CAL TRANS STANDARD SPECIFICATIONS ANO CITY OF CUPERTINO STANDARD DETAILS. 2. LUMINAJRES MAY BE CUT OFF. TYPE M-11 OR M·IU 1.E.S. LIGHT DISTRIBUTION . UNLESS OTHERWISE NOTED. AT CUL·OE·SACS USE TYPE M-111 OR BETTER. UNLESS OTHERWISE NOTED, J. THE SERVICE SUPPLYING ELECTROLIER CIRCUIT SHALL BE FUSED ANO GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AT THE FIRST JUNCTI ON BOX. AN ADDITIONAL FUSE IS REQUIRED AT EACH ELECTROLIER ON ANY UNGROUNDED CONDUCTOR . CONDUCTORS SHALL BE #8 TH W UNLESS OTHER'vVISE NOTED ANO ALL SERVIC E SHALL BE 120 VOLT. PHOTO ELECTRIC UNIT CONTROL IS TO BE LOCATED AT THE LUMINAIRE UNLESS OTH ERWISE NOTED. 4 , THE CONTRACTOR SHALL OBTAIN A SERVICE POINT CONFIRMATION ANO A CLEARANCE FROM THE CITY Of CUPERTINO PUBLIC WORKS DEPARTM ENT PRIOR TO IN STALLING ANY FOUNDATIONS, POLES. CIRCU ITS ANO CONDUCTORS. UNDERGROUND SERVICE ALERT SHALL BE USED TO VERIFY LOCATION OF OTHER UNDERGROUND UTILITIES. 5. PRIOR TO PLACING ANY VIIORK OTHER THAN CURB ANO GUTIER. THE CONTRACTOR SHALL SUPPLY THE CITY Of CUPERTINO PUBLIC \NORKS DEPARTMENT WITH A PACIFIC GAS ANO ELECTRIC COMPANY ELECTRICAL POVVER DESIGN WITH ELECTRICAL SERVICE POINTS ANO POLE NUMBERS. 6 . ACITY OF CUPERTINO PUBLIC \NORKS DEPARTMENT CONNECTION ORDER IS REOUIRE TO ENERGIZE ANY ELECTROLIER OR EQUIPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO INSPECTION FOR SUBMlnAL TO PACIFIC GAS ANO ELECTRIC). 7. CONTACT PACIFIC GAS ANO ELECTRIC FOR ADDITIONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTIN O PUBLIC WORKS DEPARTMENT FOR INSPECTIONS OF FOUNDATI ONS FORTY EIGHT HOUR S PRIOR TO FOUNDATION POUR INC ANO ELECTRICAL INSPECTIONS. 8. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL, MANUFACTURER'S SUBMITIALS FOR ALL NEW LUMINAIRES. 9. ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. =-JAM ES VA CCARO A R C H I T E C T, I N C. •llDOUOEEWA r .uun c ,AClflCA •CA ,,,c,, •t lo.606.U!O~HOIIE l •lll.'6J ... /1 FA X f lFO!I.JV ARCHllECI.COM WWW .JVAR CH11 ECT.COM ~ @) --------MODUS , INC. 1'0 STOCoctOH 5TR£1!T JllO ,uxlR SAN FRANCISCO CAi-'IOII verizon" VER IZON WIRELESS 27:A~:~:~~~~I~~ ~;:: 9 CONSULTANTS <D T'" 0 0::: (!) Wo a. u ::, Cf) u (L 1U u. (/) 0 0 f-f-> z I-ffi ~ ~ z ~o <( jti1~ 3M ~a::<(<C~ OuUso <(C/loO"'/ SZzC::<D o~j::: ~M a:: w a:: _J 0 u f-W<Df-_Cl)Q.:J _J I,() =:, 0.. CDmU·· :J <D z Q. (J) Q. ~ <( @ . . REV I DATE I ISSUE 10. 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UTILITIES ARE SHO'M-1 Oft 1110R LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR ANO DEW.OPER TO CONTACT U.S.A. AND ANY O'IHER INIIOLVED AGEHCES 'TU LOCATE AU. UTUTIES PRICIA 'TU CONSlRUCTIOH. REMOVAL. RO..OCATION AND/ OR REPLACOIENT IS lHE RESPONSIBILITY Of 111E CONTR.AC~. """' --· ""'ss SUllf'Aa: """ SUll'Aa: '"""'"'" SEE' Df'TAL ABOK' STEVENS CREEK BOULEVARD OVERALL VIEW 20 SCALE .' .1·--; ;, ~ -CU~ERTINO ' -·f1 ~ ~:q I ;~~{ \','f·flr;n>i1• -1 . ':,I,<,· w l ,;::,iv,:r:,;(,iu" B ~:.,•,.;111 •:f"·'<i-,i,c ... ..:,1,.;,,r, ...... VICINITY MAP N.T.S. PROPERTY INFORMATION CP...cu'Elml t N , ... SITE: ~CP~S-C0-'-·--------- 19665 STc~S CRffK BOULEVARD CUPERT1NO CA 95014 BASIS OF BEARf,IQ BEARINCS 9-iDWED HEREON AR£ BASED UPON U.S. STATE Pt.AN£ NADll.3 C00RDINAlt SYSTEM STATl:"'-ANEC00/.1DJlll.<,TEl0NE3, OETtRMINED BY GPS OBSERVATIONS. BENCHMARK ELEVATION ESTABUS>1£D FROM GPS DERIVED OR'lHOMElRIC HDCHTS. APPL'11NC CEOIO ii SEPARATIONS, CONSlRAININC TO NOS CONTROL STATION ·urrr El.EVATION-450.0' (NAV088) SUAYEYDAJE B/15/16 o,,s,wc BUUXHC """ -~bi> ': CVR9 ANO GU17Vf • V\ Ir~'/;;ij ~Jf"'s't:,: ~ ~ !~~ er-'1""' :,:c,~ :c .J.4 l§h 1:: 0 N ·-1... ~ I~ Q~ h ~ ~~o c::u g 0 ,2 "1 ~~~~ z u ~~ ~~:~ ~:,,, U f'I ~~E ~ :=:i::= 0 ~ i:l • ~ -c:: 0 -u c ~ o enc:;< Q:; i:o z; < u ~§~~o 8~~=i:5 ~lu:~~ ~ e ¥44 ;-: ~~ %LE-St It :,P,.:. . . . . . . . . . . . -:-::(:::\:::::(::/:::::::::::::::-:-:1 .. : . :-~::::::: ~:::::::::::::::::: .. ·.·.:.· .. : .... : .::::::::::·. :·:::::::::::::::::::::::}::<:::::::<:::::::::::?:::::::}::::~::::?/?:::::::::::;:::::::::::::;::::::/::::::: ..... :·::::·:.::::::::::?::-:::::::·::. . . ~-j:[J1~fu"J•ttjjij"~?:,:G ~f j••••;·••••••t .. ~ 77·JillL(i••••••I8~~J~j-••••····••••¥••r;:r•••••1: ·,""~·: ~l.,,ir" L~'-J ~ I ~t~ I \_(E)FIRE SITE PLAN (E) LAWN © "" '.V ,v ·-.v •,)/ 'V ""l'w 4'-6" / w ,.)/ ,.v 'C ,v J'-21'.V 1 'V •.)/ ',V 1&2 I 1&2 HYDRANT A-2.0 I A-2.1 I I (NJ VERIZON WIRELESS I I (f;fJ;) ;~~~~C:6~~~~~Ns~~~~~~~~oE~ .. _ • • • • • • • •., LIG HT POLE BADGE #29076 STEVENS CREEK BOULEVARD 'V •.)/ t~ ,)/ + ·-.v @.v , .. ,A-2.0 ..., ~ ii ,, ii i I SCALE: 1~ (E) LA'MI '" (f1'N-9VAtiLTTO ~ ,i., BE REJ:)OVED ~ ~ .. ·• ~ ,,I ·,v ,.v ,v ~ ~ :_ ~ _ _ & w hD , / '.V 'V ,.)/ .. M 'V w (E) CONCRETE CURB !El CONCRETE GUTIER ~ --" ~ / 'J/ '-1/ ,,V ,, ~EJ ~lMv;ii~ TO ',l/ <1 RELOCATED ~ b ._y ,,j/ Sl~'j;, TYP. ~ N ._ / '1,, LiE) CONCRETE CURB Ll (E) COl'JCR ETE GUTTER (N) STEEL STREET LIGHT POLE & CONCRETE FOUNDATION BY VALMONT Ll Ll<1 ~----(El STEEL STREET LIGHT POLE TO REMOVED. DEMO & REMOVE(E) CONCRETE FOUNDATION STEVENS CR EEK BOULEVARD ENLARGED EQUIPMENT LAYOUT SCALE: ~ ,. Ll VAL_MONT. INC , ~IN) VERIZON WIRELESS '1:9;~~i~~CEALMENT !(N) VERIZON WIRELESS ----~ CYLINDRICAL ANTENNA (CONCEALED IMTHIN (N) SHROUD) ' (N) 10'STEEL;--------t MAST ARM ,,p-rf ,,,,-1- ti,..'\..\~ (NJ LUMINAIRE & JI!"' CONTROLLER .,,,_ (N)N-16STREET~ LIGHTVAULT ~ ~----I N) CONCRETELLJ SLAB ~ ~-----,DEMO & REMOVE (El POLE CONCRETE FOUNDATION ~-----(E)STEELSTREETLIGHT POLE TO REM OVED '<o a ~ S TEVENS CR EEK BOULEVARD 3 I ENLARGED ANTENNA LAYOUT 2 =-JAMES VACCARO A R C H I T E C T, I N C • •1100110EEW1'f.UUnC ~1'Cll'IC" ,c ,. 19•!1" ,H .t0as.10,.,oue ,,11.•,J u /1 f•• l <F O,Jll•~Ct<ll[CT.COM WWW,JYAPCM!IECI.COM .rue @) --M-0-DUS. -IN-C .-- i•o S I OC,cJON ST REl!l JROFLOOR SA " FR1'>IC1SC0 C1'~•1GII verizon" VERIZON WIRELESS H~ .. ~~i:~~'ia~=.'~~ :,u;:; a CONSULTANTS (0 .... 0 0::: (D Wo ll. () => Cf) u (L I 0 L1. CJ) 0 0 f- f-> z I-ffi ~ ~ m~~~ ot!jO'lOM <Ca:::<C<(~ a u'-':;:6 <(C/JQO~ :;: z z O'. <O o~~~M a::: wO:::: ......1 o c.,f-WCilf- _C/)C..:::) ....JI.():::, a.. m co u .. :::, <O z a.."' a.. ~ <( @ . . . REV I DATE ISSUE 618120HI I 100% CONSTRUCTION 6122/20 18 1100% CONSTRUCTION REV. 711612018 I \OO~~~~~T~~~,~~::sEv. ~~r~~~t\tt~~: ~El TIILE SITE PLAN , ENLARGED ANTENNA LAYOUT, ENLARGED EQUIPMENT LAYOUT A-1 wii}(N) VERIZON WIRELESS CYLINDRICAL ANTENNA (CONCEALED \l\llTH1N @ SHROUD) (NJ FRP CONCEALMENT SHROUD (j;Jfi}(N) VERIZON WIRELESS TWIN OIPLEXER (CONCEALED IMTHIN tRffi)SHROUD) (N) WIRELESS METER (CONCEALED IIVITHIN SHROUD) /7\(N) SHEET METAL· ~SKIRT @ (N) VERIZON WIRELESS CAUTION S ICNACI;./ OCC AL (FAC ING STHEEn TOP OF (NJ CONCEALME~~.~:.~O~~ $ TOPOF(N) LUMINAIR E :t~ TOP OF (N) LIGHT POLE :t30"-2"A.G.l. TOP OF !N) RRUS UNIT 13'-J"A.G.l . ~ (N)VERIZON IJIARELESS RRUS UNIT. TYP OF(21 TOTAL -Fiiii / TOP OF RELOCATED SIGN ~RELOCATED"BlKES ~ I :1:13·.,-A.G.L. $ ~W'RONGWAY'SIGN RELOCATED "BI KE ROUTE" SIGN BOTTOM OF@ RRUS UNIT 12V7\(N) VER IZON WIRELESS ~CABLE SHROUD. TYP, 11'-4"A.G.L t10'-0"A.G.L. /4V7\(N) VERIZON ~ ~WIRELESS LOAD BOTTOM O F (N) LOAD CENTER/ 01SCONN ECT $ CENTER/ DISCONNECT :t9'.0" A.Ci.L. (N)STEEL.------0 LIGHT POLE (°EflANOSCAPING j I I (N) CONCRETE ~ FOUNDATION (BY I VALMONT I INDUSTRIES. INC.) I I ! E) GRADE STE VENS CREEK BOULEVARD 1. REPLACEMENT STEEL LIGHT POLE SHALL BE 7 GA. MODIFIED TYPE 15 POLE BY VALMONT INDUSTR IES, INC. 'MTH SING LE ARM ASSEMBLY (ARM LENGTH TO MATCH EXISTING). 2. EXISTING POLE MOUNTED StGNAGE SHALL BE RELOCATED TO NEW POLE. 3. REPLACEMENT MAST ARM ANO LUMINAIRE SHALL BE OR IENTED PERPENDICULAR TO CENTERLINE OF EXISTING ROADWAY. 4 . DEMO EX ISTIN G EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING POLE FOUNDATION ANO PLACEMENT OF NEW FOUNDATION. REPLACE EXISTING SIDEWALK IN KIND. S. NEW LUMINAIRE ANO CONTROLLER SHALL BE RSWM. JME. 40K7. BY CREE LIGHTING, AS SPECIFIED BY THE CITY OF CUPERTINO. PHOTOMETRIC PROPOSED WEST ELEVATION \ TOP OF IE) LUMINAIRE $ ..r \ ----... ,. .t34"-2" A.G.L. TOP OF (El LIGHT POLE 1J0'-2"AGT. TOP OF (EJ SIGN 111'-rA.G.L. (E)"BIKESWRONG ~ / WAY-SIGN TO BE R(;LOCATEO TO REPLACEMENT POLE F=r TOP:r.~:1(1~\A~JI'~ $ (E) SIGN TO BE RELOCATED TO REPLACEMENT POLE (E) STEEL LIGHT POLE & FOUNDATION TO BE. REMOVED & REPLACED IE) LANDSCAPING 2 1 EXISTING WEST ELEVATION STEVENS CREE K BOULEVARD SCALE: 1~ TOP OF IE} SIGN iB"•4"A.G.L. E)GRAOE ,. _=-JAMES VACCARO A R C H I T E C T, I N C. ~ACIFICA , C.,_, t ,o .. .,~.O(ll lolOPtiOrlf l •1J,to3 ,,11 fAX llfO•Jl'A~C>lllE CI.COM WWW ,JVA~C~IJECT.COM @) ---M-0-DUS. -,N-C-.--- ~'°~~~,:-~;~£TC::~.:~ verizon" VERIZON WIRELESS 278~1.0TCHELLOlll~E.SU!TEi WALNUICREEK.CAIU~9B ~iliili ts:> """ 0 0:: (0 w~ C. u ::::> (/) uo.... ,o LL fl) 0 0 f-- f--> z _, LU r co~u Z :X: 0 <( ~tij~ a M <(a::<(<(~ auu~o <(U)cj0":' S: ZzO::<O o~t=~M a::wa::....10 u f--w OJ I-_ en a..=> a::~a ~ ::> <D z o._"' o._ ~ "" e . . . REV I DATE ISSUE 1011612017 J 90% CONSTRUCTION 612212018 j100% CONSTRUCTION REV 7116/2018 11oi:;~~~T~~~~~~T~EV. lttESE Pl.MISa.REINSlRUUEIIISOl'SEltvlCEANOARf FOO IHECUEllrSuSE SOI.UT ~'<IIHREsPECT 10 httS PROJECT ltiESEPI..All5St\AI.LN018EAI.IERED !,l()l)flEDDR REPROOUCEO IN l'ARI DR lrlv,,,.,Q.E WllttOUIPA10Rl',1llllENC0USEH11HESEPI..ANSAAE f00MAIIEDIOBEFUU-SIZEAIARCHD:••Xl6• coPVRIGtll;'OIGJ.AM[S l'ACCAHOARO::>lll[CT INC ELEVATIONS A-2.0 ~OF (N) CONCEALMENT SHROUD :t.35".rA.G.L TOPOF (N) LUMINAIRE iJJ".B"A.G .... TOP OF (NI LI GH T POLE :tJCT-2"A.G.L TOP OF fNl RHU S UN IT/ TOP OF RELOCATED SIGN 13'-J"A.G.l. (N) VERIZON WJR ELESS',ffiff;JB CYLINDR ICAL ANTENN (CONCEALED WITHIN A-J A -J SHROUD) (N) FRP CONC EALMENT~ SHROUD ~ (NJ VERIZON WIRELESS TWIN OIPLEXER (CONCEALED WITHIN SHROUD)~ ~ (N) \I\IIRELESS METER ~<MTHIN SHROUO) ~ (NJ SHEET METAL LU SKIRT ~ (N) VERIZON WIRELESS ~ ~:~:~~;~~:;~~Reen\& (N)VERIZON WIRELESS RRUS UNIT, @J)JTAL ~ V -~ RELOCATEO "BIKE @ TOP OF RELOCATED SIGN '1 .,. / ROUTE" SIGNS S-2 ilr-l!"A.G.L. ,---------~ B~~OM OF (Nl RRUS UNIT / 11-4 A.G.L. TOPI BOTTOM OF RELOCATED SIGN i10"-6"A.C.L. E\GRAOE •. ,,. STEVENS CREEK BOULEVARD 1. REPLACEM ENT STEEL LIGHT POLE SHALL BE 7 GA. MODIFIED TYPE 15 POLE BY VALMONT INDU STR IES. IN C. WITH SIN GLE ARM ASSEMBLY (AR M LEN GT H TO M ATCH EXISTING). 2. EXISTING POLE MOUNTED SIGNAGE SHALL BE RELOCATE D TO NEW POLE. 3. REPLACEMENT MAST AR M AND LUMINAIRE SHALL BE ORIENTED PERPENDICULAR TO CENTERLINE OF EXISTING ROADWAY. 4. DEMO EXISTING EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING POLE FOUNDATION ANO PLACEMENT OF NEW FOUN DATION. REPLACE EXISTING SIDEWALK IN KIND. 5 . NEWLUMINAIRE AN O CONTROLLER SHALL BE. RSw.11 . JME. 40K7. BY CREE LIGHTING. AS SPECIFIED BY THE CJTY OF CUPERTINO. PHOTOMETRIC _Q§_SIGN BY THE CITY OF CUPERTINO. PROPOSED EAST ELEVATION (N) VERIZON WIRELESS CABLE SHROU D ~ ~ RELOCATED "NO PARKING" SIGN (NJ STEEL LIGHT POLE I !E) LANDSCAPING I I I I -- 1-(N)CONCRETE I FOUNDATION (BY ! ~~Lis~:;ES. INC.J I I I I • TO~ ~F !E) LUMINAIRE :l:.J.:1-2 A.G.L. TOP OF /E\ LIGHT POLE iJCT-Z-A.G.L. JO€' 9 [.lE} ~IGN TOP OF (E) SIGN :t9"·1 1"A.G.L. ill"--4"A.G.L. E\GRAOE 0"----:0- ,-----(E) LU M INAIR E STEVE NS CREEK BOULEVARD 2 1 EXISTING EAST ELEVATION ~E}"NOPARKING"SIGN -TO BE RELOCAT ED TO REPLACEMENT POLE 112"=1'-0" (E)"BIKEROUTE" SIGN TOBE RELOCATED TO REPLACEMENT POLE (E) SIGN TO BE RELOCATED TO REPLACEMENT POLE (E) STEEL LIGHT POLE & FOUNDATION TO BE REMOVED & REPLACED z· -=-JAMES VACCARO A R C H I T E C T, I N C. •IIOOIIOHWA~.u,mc ~ACIACA •CA ,uou •l ~.08HIO~HOUE 1,1 ).9o3.u 11 fAl l lfO •·JY A~C:Hl!ECI.COM WW W.NARCHl1EC1.COM 9..@i @) --------MODUS. INC. ,.as,cx.nONSTRE£1 JROFLOOR S.ONFRMCISCO.CA&<lOII verizon" VERIZON WIRELESS 21U MIICHELLOR1YE.SVH"E9 WALNUICREEK.CAS0:.98 ~ co ..... 0 c::: (!) Wo a. u ::, Cf) u 0.. ,o LL (/) 00 I- f-> z 1-cii V ~ Zy:0 <C ~ti1~ dM <(Q'.<(<(:!5 ouu~o <(UJQO~ ;s:zzn'.<0 o ~F"";;; n'.w O::...J Q 0 1-wco1- -Cl) Q..:::::, .....J l{) :J a.. C0<0U ·· ::::l<O z 0.."' 0.. ~ <( i) ' . . REV I DATE I ISSUE 101161201 7 j 90% CONSTRUCTION 6/ll/2015 j 100% CONSTRUCTION 61221201!! 1100% CONSTRUCTION R~ 71 1612015 1 100~;~~~T~~~~~~T~EV. ~~~1~~~\K~~~~ COPTRIGHl:.'016.JA.MES YACCAAOARCHI I ECT INC ELEVATIONS A-2.1 [D ~ww toi -( MOUNTING BRACKETS SUPPLIED WI UN IT SIDE ELEVATION ~ ~ CBC1923T-4310 OIPLEXER DIMENSIONS :.4.Sr CBC1923T-43 10 DIPLEXER WEIGHT CYLINDER ANTENNA DIMENSIONS DIPLEXER ntas. HEIGHT I ;t.24" NOTES: ~MMSCOPE PART# E1 1F13P06 CYLINDER ANTENNA WEIGHT 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. ANTENNA WEIGHT X27 LBS. 3. INSTALL IN STRICT ACCORDANCE WITH COMMSCOPE INSTALLATION MANUAL. CYLINDER ANTENNA SCALE: 8 TWIN DIPLEXER 15"DlA. {N) VERIZON WIRELESS(";'\ CYLINDER ANTENNA ~ ANCHOR ANTENNA TO MOUNT PER MFR . SPECIFICATIONS (NJ FRP CONCEALMENT SHROUD (N) STEEL ANTENNA MOUNT (N)TWIN Cw OIPLEXER~ MOUNT (SUPPllED WI CONCEALMENT SHROUD) METER A-3 ~ (N)STCELCOUPI.ER (NJ VVIRELESS SMART@ ..i ..i _ (NJ'vVIRELESSMETER _______,.,..---MOUNT (SUPPLIED VIII NOTES: CONCEALMENT SHROUD) (E) OR (N) STEEL MAST ARM CONC EALMENT SHROUOJ ANTENNA MOUNT TO STEEL LIGHT POLE BY l/1/ESTERN UTILITY TELECOM, INC. (#ID-210) (N) TAPERED SHEET METAL SKIRT +-----,(E) OR (N) STEEL LIGHT POLE SECTION AT CONCEALMENTSHROUO ISOMETERlC AT CON~OUO (N) FRP CONCEALMENT SHROUD CAP {N) FRP CONCEALMENT SHROUD (El OR (N) STEEL MAST ARM (N) TAPERED SHEET METAL SKIRT (EJOR{NJ STEEL LIGHT POLE ~W FRP CONCEALMENT SHROUD, GALVANIZED SHEET METAL SKIRT. ANTENNA/ LIGHT POLE MOUNT AND MOUNTING COMPONENTS BY WESTERN UTILITY/ TELECOM, INC . (PHONE : 503-587-0101) (1011210). 2. FRP CONCEALMENT SHROUD MOUNT TO LIGHT POLE BY WESTERN UTILITY/ TELE COM, INC, J, PAINT NEW FRP SHROUD ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. 4 , POlll,t)ER COAT NEW GALVANIZED SHEET METAL SKIRT ANO EXPOSED MOUNTING COMPONENTS TO MATCH LIGHT POLE. S. GROUND NEW ANTENNA PER MANUFACTURER'S SPECIFICATIONS. SCALE: CONCEALMENT SHROUD SCALE: N.T.S 6 7 ~rm l[Efl PLAN u ; 1 --T§-· l SN~~li~~~;NE;;E . ' . ~ [ __ J ~ FRONT ELEVATION SIDE ELEVATION SQUARED C0612L10DR8 LOAD CENTER DIMENSIONS HEJun1 SQUARED 00612l 100RB LOAD CENTE R WEIGH T WEIGHT ~ 1. SQUARE O PART# 00612L 100RB. 2. NEMAJR OUTDOOR RATED, 100A, 120/240VOLT.1 PHASE LOAD CENTER . J . INS TALL IN STRICT ACCORDANCE WITH SQUARE 0 1 SCHNEIDER ELECTR IC INSTALLATI ON MANUAL. DIST. PANEL/ DISCONNEC NOTES: ~ ~1 ,c····-·-· ~ METER. WATTHOUR SMARTMETER (FURN IS HED & INSTALLED BY PG&E) (N) NEM A 3 POLE . 3 'NIR E LOCK!NG,TYPE RECEPTACLE SIDE ELEVATION PG&E SMARTPOLE METER DIMENSIONS DIAMETER i4.S" _HEIGHT I n.s· e G...&E_SMARTPOLE METER WEIGHT ~I; COOC.M:i'-11400, 2. PG&E TO PERFORM RF SIGNAL TEST. J . INSTALL IN STRICT ACCORDANCE WITH PG&E UTILITY BULLETIN FOR SMARTPOLE METER SERVICE. WIRELESS METER s~~~;: I 4 NQI§_;_ _,_. ANSI SAFETY YELLOW CAUTION NOTICE 'MilTE BACKGROUND ANS I SAFETY YELLOW SYMBOL j l\ 1-·~~J--BLACKLETTERING. r<, TYP. I. OUTDOOR RATED SELF ADHESIVE VINYL DECAL WlTH UV. CHEMICAL, ABRASION AND MOISTURE RESISTANCE. 2. POST SIGN/ DECAL 9'-0" BELOW BOTTOM OF NEW ANTENNA. J, CONTRACTOR TO CONFIRM SPECIFIC SIGN REQUIREMENTS IIVITH VERIZON 'vVIRELESS. THE CITY OF CUPERTINO, FCC AND AUTHOR ITIES HAVING JUR ISDICTION PRIOR TO FABRICATION. 4, SIGN SHALL LISTI DISPLAY OWNERSHIP COMPANY'S NAME, CONTACT NUMBER ANO SPECIFIC SITE IDENTIFICATION, 5. SIGN COLORS. SYMBOLS ANO LAYOUT SHALL CONFORM TO ANSI 2535.1. ANSI 2535.2 ANO ANSI C95.2-2007. SIGNAGE/ DECAL SCALE: N.T.S 5 ~ ' ~ (N) PSU AC 08 POWER INTERFACE :JAMC~~~TING ·1 ·--=1 SUPPLIEDWI ~ RRUSUNIT ~ {D [j=NJRRUSJ2 UNIT N) MOUNTING BRACKET SUPPLIED WI RAUS UNIT N) PSU AC 08 POWER NTERFACE FRO NT ELEV ATION SIDE ELEVA TlON NOTES: ~CSSON PART# RRUS 32 2. ALL CONNECTORS SHALL BE WEATHERPROOFED. 3. INSTALL IN STRICT ACCORDANCE WITH 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 NOTES: • (N)STEELLIGHT POLE (N)RRUS32@ UN IT WI PSU 1 AC 08 POWER A-3 INTERFACE, TYP. {N)R RUS32 (4\ MOUNT, TYP.~ (N) CABLE(7'\ SHROUD.~ TYP. @ (NJ SHROUD 3 EXTENSION, S-2 TYP . •• \ (N)2"WtDEXS" SIDE ELEVATION TALL OPEN ING IN POLEW/ REINFORCING RIM, @"" ~ME ANO PAINT RRUS 32 UNITS, CABLE SHROUDS. TUBE ASSEMBLY AND MOUNTI NG COMPONENTS TO MATCH LIGHT POLE . 2. SEE SPECIFICATIONS SECTION 09 90 00 FOR PAINTING ANO COATING SPEC IFICATIONS . RRUS UNIT MOUNT ELEV. 5 ~.~~SE: I 2 _=-JAHES VACCARO A A C H I T E C T, I N C. •IIOOtOE(WAY,UIIIIC ,AC IAC A 1CA l ••D•• •1) . .08.Jolo, .. ou(,,u .. J .. l lfAi llfO &JVARCHIIE CI.COM WWW.JVAR C.il!ECl,COM £b.!st! @) ---M--cO-DUS.-1-N-C-. -- :,o STOCK"TOH ST NEET, JIIO FLOOII SAN FRANCISCO.CA ~•11111 verizon" VERIZON WIRELESS ~1&, .. IIC><ELL ONIVE. 111,JIII! D w.-LNUT CII EEK,CAll-l:.116 co ..... 0 0::: (!) WO a. 0 :::> (/) u 0.. 1U IL en 0 D 1--1--> z I-ii3v~ z ~ 0 <( ~lli~a~ ~o.:::<:C<:(~ 0 uu~0 <i:cncjO~ 3: z z D:'. <D 0 ~~~;;; 0.::: w 0:: _J 0 Ut-WCOt--en o. :::> _J U") ::> a.. a::i (0 u .. ::, <D z (l_"' (l_ ~ <{ e . . DATE I ISSUE 10/1612017 I 90% CONSTRUCTION 6122/2018 llOO'II, CONSTRUCTION R~ 711612018 IICIO~;~~,;T~~~~~~T~EV. IHESEPL,t,NSAAE INS1RUMEN1S0FSEHV1CEMIO.-RE fClfllhEC.IENT'SU5'ESOI.ELYWIIIIRESPECT 10111~ PROJECT IIIESEPL,O.NSSl1lol.L001BEAI.IERE0 ~EEi~~~f~f(fi~E ;t-EETTIILE DETAILS A-3 NOT USED 201SS.WITH e EAR·LOKT BUCKLE A BY BAND-IT IDEX, • INC., TYP. OF (4) (BRACKET TO POLE) -~ ~~ ~ ~ SCALE: N.T.S {N) MOUNTING BOLT, TYP. SUPPLIED WI (N) 8JMM MOUNTING BRACKET (SUPPLIED WI RRUS UNID (NJ RRUS 32 UNIT WI PSU AC 08 POWER INTERFACE ~ ~ (NJ PL 8" X ,i6• BENT PLATE. TYP. OF (2). NOTCH AT STEEL POLE AS SH0\11/N 1. HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. J . PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCE FOR PSU AC06 UNIT. 4. PRIME AND PAINT MOUNTING COMPONENTS 1/'oATH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE 5. 1/oJELO ALL STEEL PLATE COMPONENTS WITHYo" FILLET WELDS . 3 RRUS 32 MOUNTING s~.~~:: I 4 4'·6" CONCRETE SLAB 7-0• ,j' ... ,. PLAN (N) JUNCTION/1\ eox ~ .--9 ~ (NI CO NC ,ouNOATION ·1~ 1 REINFORCING av . .- VALMONT (OWG# • CA377953P2 ORDER# - l779".P2. DATED lnJ/181 \ · • SECTION A (El LANDSCAPING~ RECTANGULAR • I' (N) 6" THICK CONC.~ TOPPING SLAB r (N)#-1@12" O.C.,E.W . ~iiioATtON . t'•: •. :( .. -~ . '. · BOX ~ (N)Z--6-olA .--r--~F-l ~w=INIJUNCTOON (BYVALMONU' • ~-· ' •-;.--": ~ SECTION B (N)OR(E) CONDUIT TO POIIIIER P .O .C. OEMO EXISTING SIDEWALK TO EXISTING CONTROL JOINTS AS REQUIRED FOR DEMO OF EXISTING AND P LACEMENT OF NEW FOUNDATION ANO TOPPING SLAB. REPLACE EXISTING SIDEWALK IN KtNO. 2 . PROTECT EXISTING CONCRETE CURB !N PLACE. 3. ANCHOR SOL TS ANO RACEWAYS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. 4 USE POLE MANUFACTURER PROVIDED TEM PLATE FOR PLACEMENT OF ANCHOR BOLTS. REMOVE ALL GREASE, Oil. DIRT AND CONTAMINANTS FROM ANCHOR BOLTS WITH SUITABLE SOLVENT. CENTER ANCHOR BOLT GROUP ON CONCRETE FOUNDATION. PLACE ANCHOR BOLTS IN A PLUMB POSITION. POINT HOOKS TOWARD THE CENTER OF THE FOUNDA TION . VERIFY REQU IRED ANCHOR BOLT PROJECTION . 5. All TIES SHAll H AVE 6" HOOKS AS SHOWN. All VERTICAL BARS SHALL STOP J" SHORT OF TOP ANO BOTIOM OF FOUNDATION. All TIES SHALL HAVE 3· M INIMUM OF COV ER. 6 . CABLE TR ENCHES ANO FOUNDATION SHALL BE BACK FILLED ANO COMPACTED PRIOR TO ERECTION OF NEWUGHT POLE. THE FOUNDATION SHALL CURE A M INIMUM OF (7) DAYS PRIOR TO INSTALLATION OF POLE. LIGHT POLE FOUNDATION TOPPING SLAB SCALE: """r['f.s 2 1. APPLICABLE CODES; 2011 CALIFORNIA BUILDING CODE !CBC), 2013 AASHTO L Ts-I, TIA 222. REVISION G. 2. ALL WORK SHAU. CONFORM TO nlE LATEST EDITION OF nlE CALIFORNIA BUILDING CODE, APPLIC ABLE AUTHORITY HAVING JURISDICTION COO ES. AND REQUIREMENTS OF nlE CITY OF CUPERTINO OEPARTMEHT OF PUBLIC WORKS. 3. THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED PRIOR TO STARTING A NY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THESE AGENCIES IN FOR MEO OF THEIR SCHEDULE. 4. GENERAL CONTRACTOR SHALL COW'ARE STRUCTURAL DRAWINGS Wlnl ORA WINGS OF OTHER DISCIPLINES WITH REFERENCE TO MATERIALS, LAYOUT, OIMENSIONS AND ELEVATIONS BEFORE STARTING WORK, AHO ANY OISCREPANCIES SHALL BE REPORTED TO TllE ARCHITECT ANO ENGINEER FOR DIRECTION. 6. THE DRAWINGS SHALL NOT SE SCALED, ALL WORK SHALL BE GOVERNED SY EXISTING FIELD DIMENSIONS. TllE CONTRACTOR SHAU. FIELO VERIFY AU. DIMENSIONS SHOWN AND BRING OISCREPANCIES TO THE ATTENTION OF THE ARCHITECT ANO ENGINEER PRIOR TO PROCEEDING WITH THE WORK, 8. DETAILS OF CONSTRUCTION NOT INDICATED OR NOTED SHALL SE CONSIDERED OF THE SAME CHARACTER SHOWN FOR SIMILAR OR EXISTING CONSTRUCTION. 7. THE CONTRACTOR SHALL LOCATE AND PROTECT All EXISTING UTILITY LINES =~O~~NAN,;g~~:l!~N~~~~~' WATER, GAS, ANO ELECTRIC SER\IICES 8. CONTRACTOR SHALL COORDINATE THEIR WORK Wlnl CITY REQUIREMENTS, II. OESIGNOATA: DESIGN CODES: 2011 CBC, TIA 222 REVISION G, 2013AASHTO LTs-1 ~~~~~~o~;~;~::;~oR Ip" 1.0 MAPPED SPECTRAL RESPONSE: ACCaERATIONS SITI! cs;;;_;,1~~11 S , • O,IMg SITECOEFFICIENTF1 :1.00 SlTECOEFFICIENTFv:1 .50 WIND SPEED: 100 MPH (la.SECO ND OUSTS) PER 2013 AASHTO L Ts..e 10. CONTRACTOR SHALL SUBMIT STEB. SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, CONCRETE NOTES 1. CONCRETE SHAU. DEVELOP A l,INlMUMCOMPRESSIVE smEHGTH AT28DAYS OF 3,000 PSL OESIGN BASED ON 2,500 PSI CNO SPECIAL INSPECTION REQUIAEOJ. 2. SLUMPS SHALL BE NOT LESS TllAN 2" ANO NOT EXCEED 4•, 3. CONCRETE SHALL BE PLACEO 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 AND AGAINST FORMS, 4, EXPOSED SURFACES OF CONCRETE SHALL BE KEPT MOIST OR CURED BT ~~J~~J!"Jtr?s~ERINGS APPLIED IN ACCORDANCE WITH MANUFACTURER'S 5. FORMS SHALL BE TIGHT, CLEAN AND WETTED BEFORE PLACING CONCRETE. REINFORCING STEEL NOTES 1. REI NFORCING SHALL BE IN ACCORDANCE WITH ASTM All15, GRADE 40 FOR #4 AND SMALLER, GRADE 60 FOR 116 ANO LARGER. TIE WIRES TO BE 18 GA, OR HEAVIER. BLACK ANNEALED. 2. REINFORCING BARS SHALL BE FREE FROM LOOSE RUST OR AH'( OTHER COATING WHICH Will REDUCE BONO. 1 REINFORCING BARS SHALL NO T BE BENT OR STRAIGHTENED IN A MANNER WHICH WILL OAMAGE THE MATERIAL, ANO SHALL BE ACCURATEL.Y PLACED AND POSITIVELY SECURED. 4, ~:~=~~~~~~ OTHER APPROVED METHOD OF SUPPORT SHALL BE USED STRUCTURAL STEEL NOTES 1. MATERIALS: ALL STRUCTURAL STEEL ASTM All, U.O.N. STEEL PIPE ASTMASl, GRADES TUBE STEEL ASTM A500, GRADE B ANCHOR BOLTS ASTM F1S64, GRADE 56 MACHINE BDL TS ASTM A307 HEXAGON NU TS ASTM A184 2H OR ASTMA5113 DH WASHERS 2. ALL STEEL SHALL BE FABRICATED ANO ER EC TEO IN ACCORDANCE WITH TllE AISC STANDARDS BY A LICENSED FABRICATOR EMPLOYING CERTIFIEOWELOERS. 3. WELDING SHALL CONFORM TD APPLICABLE SECTIONS DF LATEST AWS STRUCTURAL WELDING CODE ANO SHAU. BE DONE BY CERTIFIED WELDERS. 4. STEB. FABRICATOR SHALL OBTAIN THE ENGINEER'S APPROVAL OF SHOP DRAWINGS PRIOR TO FABRICATION, 5. ALL STRUCTURAL STEEL EXPOSED TO WEAnlER SHAU. BE HOT DIPPED GALVANIZED AFTER FABRICATION, I . SU PPLY AN O INSTA LL FASTENERS, FRA ... NG P,EMBERS A NO ANCHORS REQUIRED FOR MOUNTING ANO ATTACHMENT OF EQUIPMENT, REINFORCING RIM WELDING NOTES 1, WELDING SHALL BE PERFORMED BY AN AWSCEfl.TIFIEDWELDER.ALL WORK SHALL BE IN CONFORMANCE WITH nlE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE.AWS 01 .1 LATESTEOITIDN. 2. PREPARE POLE SURFACE. GRIND SURFACE TO BE WELDED WITH A SILICON CARBIDE WH EEL PRIOR TO WELDING TO REMOVE GA LVANIZING WHICH MAY OTHERWISE BE CONSUMED IN TliEWB.D METAL APPLY ANTI-5PLATTER COMPOUND AFTER GRINDING, 3. ...Nlt4ZE TEMPERATURE RISE OH TllE INSIDE SURFACE OF THE LIGHT POLE ANO VOLATILIZE ANY REMAINING ZINC WlnllH THE BASE METAL WITH MINIMUM SPLATTER. 4. APPLY GALV-A-STlCKZINC COATING TD ALL UNPROTECTED SURFACES, UPON CO MPLETION OF WELDING. APPLY SECOND COAT LAYER OF COLO GALVANIZING SPRAY COMPOUND CONTAINING A MINIMUM ZINC CONTENT OF &S"~ APPLY A FtKAL COAT DF TNEMEC EltTERIOR PAINT COA TINO TO MATCN POLE. STRUCTURAL NOTES _=-JAMES VACCARO A R C H I T E C T, I N C. ,11 oououw .. Y.u11nc , .. c1RC .. ,c .. ,•,11u ,1~.o•.>•10,,.o,,t:1,11.•n.u11 fAX ••fO&JYA~CHllECT.COM WWW.JYA~CHl!EC1.COM 9..!Q:!. _@)_. MODUS. INC. :,o STOC:>OOH :llltt;;El, JltOHOOlt SAN FAAIICISC0,CA 11,11111 verizon" VERIZON WIRELESS n1~1.mc .. ELLDRIYE SUllEII W .. 1.HUT CREE,t,CA9'~91 CON-SOHANTS U•IICIUUt tH<;IHUII: Jl/lPhM.YAU01 •1.'.•.E. fiEALD>IURG .CAHH! COUlACI UU M6E~:(/011 •9 .. J/l1 ~ 'I'"" 0 0:: (D Wo ll. 0 ::> (.I) u a.. 10 LL en REV J DATE 0 0 I- f-> z r-CD~t5 Z~o <( ~tt1~ a('? <(o::<(<(~ auu~ a ~g?g~~ o~F~;;; 0:: w Cl'. _J 0 (.)t-WCDt- _U)O..=:I _J "' ::J 0.. m co u .. ,=:, co z Cl. 0) Cl. ~ <( ISSUE 1 1011612017 90% CONSTRUCTION 618/2018 100% CONSTRUCTION 71 16120 19 I IO~;~;,;T~~~~~~T~EV . IHESEPL,\IISMlE IIISIRUUrnrsOfSERVICE .. /10 .. RE FOil fHEQ.IEHtSUSESOI.ElYW!IHRESPECT IOTHtS PROJECT l"ESEPVoNSSH"'I.LNOIBE"llEREO MODflEOOllREPIIOOUCEOINP .. RIOAINYMOLE l',11HOUI PRIQRw,;i1nENC00SENT TliESEl'l..,f,NSAAE FOR UAflEDTOBEFVll.SIZEAI AACl10:•·.I06" COPVIUGH !::01 ....... ESYACCAIIOAACHIIECl INC STRUCTURAL NOTES, DETAILS 5-1 DRILL(N)2"11"DIA. HOLE IN POLE FOR CONDUCTORS (E)OR (NJ STEEL LIGHT POLE (N)l,\S"DIA.STD.~ THREADED HALF COUPLING FOR CONDUCTORS ~ PLATE PET AIL A PORT SECTION {N) l2GA.GALV. SHEET STEEL STREET SIGN SUPPOR T. TYP. PLAN N) l)S" DIA. MYERS HUB AT LOAD CENTER KNOCK-OUT (NJPLY."XEB 1;s·x9ii· • MOUNTING PLATE '(N) 1,\S" DIA. GRC THREADED NIPPLE {NJPLY.·x1~-x~· MOUNTING PLATE {N)Y."OIA. HOLE. TYP.OF(4JFOR MOUNTING TO BENT PLATE tN) 711" DIA. HOL E. TYP. OF \31 FOR LOAD CENTER MOUNTING. ALIGN WI LOAD CENTER MOUNTING HOLES SCALE: -;r.;:r (NJ RRUS32UNITVIJ/ PSU AC 08 POWER INTERFACE ~ ~ RELOCATED OR (N) STREETS!GN RELOCATED • :II '.I.;,: : : I OR(N) STREET SIGN (N)HDG#8X 1" HEX HEAD TEK-SCREW. TYP.OF(8)@ SINGLE SIGN. TYP. OF (12)@ OOUBLESIGN (N) 12 GA. GALV. SHEET STEEL STREET SIGN SUPPORT. TYP. (E)OR (N) STEEL LIGHT POLE NOTES : i":"""HoT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER CLEARANCES FROM RRUS UNIT. 4. PRIME ANO PAINT MOUNTING COMPONENTS WTH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. SIGNAGE MOUNT SCALE: N.Ll 6 7 (NJ PL VS" X 7i'1" .- TYP. EA. SIDE (E) OR {N) STEEL· LIGHT POLE 1'1_· ~)2~!3~3"~ "BAN O-FASr BFES WISS.WITH EAR•LOKT BUCKLE BY BAND-IT IDEX. INC., TYP. OF (2) BANOS (BRACKET TO POLE) (N)Y."X 03" A1230-0J4 "BAND-FAST" 8FES 201SS. ''"" EAR·LOKT ~ fl.!!:! (N ) HOG #12 X 1" PA N HEAD TEK·SCREW. TYP. OF(4) {N)Y," DIA. M.B. WI LOCK WASHERS, TYP. OF(J) (N) LOAD CENTER/ DISCONNECT~ \t:) (N)PLY."X7~-x~· MOUNTING PLATE (N)PL 10-XY,e"BENT PLATE, TYP. OF \2). NOTCH AT STEEL POLGS:" ~ (NJ PL2}S"X Y,6". TYP. EA. SIDE (N) HOG •12 X 1" PAN HEAD TEK•SCREW. TYP . OF 14) IPLATE TO TUBE) (NJ LOAD CENTER/ DISCONNECTLD \[:lJ BUCKLE BY BAND-IT IDE:it INC .• TYP.OF (216ANDS {BRACKET TO POLE ) ~(N)PlY."X7~"Xa\$" -MOUNTING PLATE (N)COUPLER~- FOR @CTORS SIDE ELEVATION A ~ (N)Y," DIA. M.B. W/ LOCK WASHERS. TYP. OF (3) (LOAD CENTER TO PLATE) (N)PL 10"X7,1" BENT PLATE, TYP. OF {2). NOTCH AT STEEL POLE AS SHOWN @SIM 1. HOT-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PRIOR TO FABR ICATION. 3 . PROVIDE MOCK•UP FOR REVIEW AND APPROVAL TO ENSURE PROPER CLE ARANC E FOR LOAD CENTER. 4. PRIME ANO PAINT MOUNTING COMPON ENTS WTH TNEMEC LOAD CENTER MOUNT s~-~~:: I 4 (N )LOA~ CENTERQv ~ (NJ LOAD@ CENTER 4 , MOUNT S-2 SIDE ELEVATION NOTES: (N)IWOIA MYERS HUB AT LOAD CENTER KNOCK-OUT (N ) 1~" DIA. STD. THREADED HALF COUPLING FOR CONDUCTORS ~T-DIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP DRAWING FOR REVIEW ANO APPROVAL PR IOR TO FABRICATION. 3. PROVIDE MOCK-UP FOR REVIEW ANO APPROVAL TO ENSURE PROPER ALJGNMENTWITH LOAD CENTER KNOCKOUT. 4, PRIME AND PAINT COMPONENTS WITH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. CONDUCTOR PORT SCALE: N.1':s 5 r •. ,. Tr ,o· ~·1· {D ~ {N) HOG t8 X 112" I&> ~:.~;:~w. 1YP. '$m= t,, OF(4) ~ (NJ 12 GA. STEEL ~ "CABLE SHROUD" ' REMOVABLE ~ · FRONT PANEL SIDE ELEVATION ~I :i,, ~ ~1 [RE~Ni~;~c~ FER\;~~~~~El\ CABLE SHROUD (N) 2" WIDE XS"-----.._ TALL OPEN ING IN EB (E) OR (N) STEEL· LIGHT POLE NOTE: ~EINFORCING RIM WELDING NO TES-SHEET S-1 OPENING DETAILS SECTION REINFORCING RIM (N) 12GA.STEEL "CABLE SHROUD" (N)2¥."XS~· OPENJNGFOA SHROUD EXTENSION (N) 12 GA. STEEL "CABLE SHROUD" REMOVABLE FRONT PANEL (NJ HOG #8 X 112" PAN HEAD TEK·SCREW, TYP OF (4) SCALE: N.T.S (NJTSSX2Xf." RE INFORCING RIM 1~" LONG (NJ 12GA. STEEL "CABLE SHROUD" EXTENSION" SEALANT ALL AROUND BACK OFSHROUO (N) HDG110 PAN HEAD TEK-SCREW, TYP.OF (4) (NJ 2"1MDE X S"TALL OPENING IN POLE (N)TS5X2Xf." REINFORCING RIM 1~" LONG (N)HDG#10 PAN HEAD TEK·SCREW, TYP. OF(4) SCALE: N.T.S 2 3 EAR·LOKT BUCKLE BY BAND-IT JDEX. INC .• TYP. OF (2 ) SANOS (BRACKET TOPOLEJ {N)HOG#12X1" HE X HEAD TEK-SCREW. TYP. OF (2) (SHROUD TOTS) ~~ $ ~(N)12GA.STEEL ·cA@ouo· -Et' ~ (N) PL 10" X Xt SENT PLATE. TYP. OF !2). NOTCH AT STEEL POL~::: ~ M'F[;b~~~~,!TEE;L ~ tN )RRUS32 A~3 UNITWI PSU AC08POWER 4 INTERFACE S-1 11 (N) HDG#12X 1" I !r-~:~.~~:w. TYP. Ii OF (2) (SHROUD ' I TOTS) x.1 12· (N) HOG#S ~ ~:~-~~:~W.TYP. OF(4) 2 GA STEEL ~!~~~LEsHRouo- @ FRONT ELEVATION A {E) OR (N) STEEL jJ_(N) RRUS 32 ! LIGHT POLE 11 UNIT WI PSU A-3 {N) PL z.lS· X l<e". AC 08 POWER TYP. EA. SIDE INTERFACE 4 5·1 (N) 12GA.STEEL SHROUD EXTENSION&TS @ REINFORCING RIM 2 ~.!:'f ~t'~;j~3-~ "BAND-FASr BFES 201SS,WlTH EAR-LOKT BUCKLE BY BANC-IT IDE X. INC .• TYP. OF (2) BANOS (BRACKET TO POLE) sroe ELEVATION a NOTES: (N) 12GA.STEEL :·CA@OUC- (N) 83MM MOUNTING BRACKET(BY ERICSSON), TYP. (N)PL 10-XY,e· BENT PLATE. TYP. OF (2). NOTCH AT STEEL p~::~ ~ ~T-OIP GALVANIZE ALL STEEL COMPONENTS AFTER FABRICATION . 2. PROVIDE STEEL SHOP OR AWING FOR REVIEW ANO APPROVAL PRIOR TO FABRICATION. 3. PROVIDE MOCK·UP FOR REVIEW AND APPROVAL TO ENSURE PROPER FIT/ ALIGNMENT WITH RRUS UN IT ABOVE. 4. PRIME AND PAINT MOUNTING COMPONENTS WTH TNEMEC EXTERIOR PAINT COATING TO MATCH POLE. 5. SEE REINFORCING RIM NOTES SHEET S-1. SCALE: N.T.S CABLE SHROUD MOUNT -=-JAMES VACCARO A R C H IT E C T, I N C. t 11001ClfEWAT IIUIIC , ... cOflCA 1CA 1t ,o .. ,1),.0a.u10,HOUE t t \).hl.u ,1fAt ~~o:.~:=~~:::~i:~~~ fillfil @) ---M=o-=ous. ""1N'"'c,.._--- :,c STOC ICT ON STREET, JRO FL OOR SA U FRANCISCO.CA li 'IOI verizon" VERIZON WIRELESS H t,MIICHEL LCRIVE.SU ITEII WAL NUTCREEK.CA!l,0~8 CONS0LTANT$ ,,..,c1uu,0 1c.1N1H, JHUffM.VAr,DY'-E.$.f.. 141QFEU A ~OAO MEA lOHll~C.CA9}, .. COl<I AC ! r,UMBU: (ID/I oU·J /ll <D ,- 0 ~ <D Wo a. 0 :::> (/) (.) 0.. LL en ,o 0 0 f- f-> z ..... as~~ z:.:: a-< ~tt1:£dM ~a::<(<C~ o uu:s: 0 ,<U)ciO')' s:m~a::~ O>f-U"' C:: LUC::::; 0 u f-Walf- ::'.j ~ §; ~ al co u .. :J co z Cl. a, Cl. ~ <( REV I CATE I ISSUE 10/1612017 I 90% CONSTRUCTION 61812018 [ IOO'II, CONSTRUCTION 6/2V 2018 [100% CONSTRUCTION ~EV~ 711 6/2018 1100~;~~,;r~~~~~~;;Ev . THESE PlANSAIIE .. ,s rn u ... ENI SOF 5ERV,CE ANCARE FOR IH£Cl.1EN f"SUSE50LELTWII N RESPEC T ICIHIS PIIOJECIIHESEPI..MISSHALLtlOIBEA!.IEREO MOOIFIEOOR REPROOUCED IN PART OR INW10i..E WITHOUI PRIOR \\'IIJTT ENCONSENl IHESE 1'1..AHS ,l/lE f0RMAIIED108E FUU..stlE.t.1 AIICNOi1·.r.w coPllllGHl::018.IALI ESV~OARCNIIECIIIC DETAILS S-2 NOTES: 1. ALL GROUNO Ei.ECTRODE SYSTEMS SHALL BE BONOED TOGETHER. AT OR BE LOW GRAOE. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE CEC. 2. PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEM. PROVIDE SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 3. EACH RRU UNIT AND PSC AC UN1T SHALL BE DIRECTLY CONNECTED TO THE GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND VI/IRES. 6 AWG COPPER OR LARGER . -4 . EXOTHERMIC 1/o/ELDS SHALL BE USED FOR All GROUNDING CONNECTIONS BELOW GRADE. 5. APPROVED ANTIOXIDANT COATINGS (I .E .. CONDUCTIVE CEL OR PASTE) SHALL BE USEO ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 6 . GROUND CONDUCTORS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR . SUCH AS METALLIC CONDUITS. METAL SUPPORT CLIPS OR SLEEVES. WiEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOC AL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. rrll=:---~~c~!~~~!.~:.,'~;''@ 0 r (N)'2AWGSOUDTOA,TENNA r (ROUTEDWITHIN POLE) OG (N)OR (E)STEEL-----I STREET LIGHT POLE G (fif#(N) VERIZON \MRELESS RRUSJ2 UNIT (AWSJ WI PSU AC 08 POl/o/ER INTERFACE @ffi}(N) VERIZON WIRELESS RRUS32 UNIT (PCS) WI PSU AC 08 POWER INTERFACE ~{N) MAIN GROUND BAR ~IN CABLE SHROUD 1-----.. G (N) #6 AWG TO PSU AC 08 UN IT (ROUTED IMTHIN POLE) ,(N) ,s AWG TO RRUS 32 UNIT (ROUTED WITHIN POLE) -(N) ,2 AWG TO CABLE SHROUD (ROUTED WITH IN POLE! (NJ ,6 AWG TO PSU AC 08 UN IT (ROUTED WTHIN POLE) (NJ M6 AWG TO RRUS 32 UNIT (ROUTED WITHIN POLE) -(NJ ,2 AWG TO CABLE SHROUD (ROUTED \NITHIN POLE) CLJ.(NJ LOAD CENTER ~DISCONNECT t-(N) •2 AWG SOLID FROM GROUND BAR J G TO (N) GROUND ROD {N)(1)#2AWGSOLID.TO --nG I (N) GROUND ROD IN (N) OR (E) STR EET LIGHT G JUNCTION BOX I G E] GRADE (N) STREET LIGHT JUNCTION BOX/VAULT ~(N)CONCRETE ~FOUNDATION EQUIPMENT GROUNDING DIAGRAM @ (NJ X" D!A. X 10'·0" LONG COPPER CLAD GROUND ROD s~-~~sE : I 2 NOTES: 1. PROVIDE ELECTR ICAL SERVICE EQUIPMENT IIVITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM T HE POWER UTILITY. 2. ALL SERVICE EQUIPMENT ANO INSTALLATION SHALL COMPLYIIVITH THE PREVAILING LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE. 2017 NFPA 70, AUTH ORITY HAVING JURISDICTION ANO UTILI TY COMPANY. 3. CONDUCTORS SHALL BE SPLICED IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN ES-13. COMPRESSION CONNECTOR ANO WATERPROOF. r----i (N) FRP CONCEALMENT-----! I SHROUD i i (N)"SMARTPOLl;METER~' '1 WATIHOUR (SMARTMETER ), FURNtSED (NSTALLEO SY 1 1 ' PG&E M I i , (N )JPINLOCKING~ RECEPTACLE (NJ TERMINAL BLOCK '. fi"il IIVITHIN CONCEALMENT SHROUO [ ~Ii{w~~{2~)·~:; -~ (N)(-4 )Y,"SUPERFLEXCOAX C CABLES (WITH IN POLE) (IN --J 1 1 N~~-R~e~~)~:~PLEXER IN (N)(1)#12HOT 111 r (WITH IN POLE) (N)(l)#IIHOT----------4> C C( / CONCEALMENT SHROUD 11 (N ) 2 PAIR FIBER (WITHIN PO LE) I lffll (IN MAXCELL 1NNEROUCT 0 1 !!ll-J (N)(4)Y.i "SUPERFLEXCOAX CABLES (WITH IN POLE) (IN 1-112" RISER-GARO INNEROucn TO DIPLEXER JN CONCEALMENT SHROUD {WITH IN POLE) (N)(1)"8HOT -------+-'!' (WITHIN POLE) tN ) (1 ) •12 HOT---------t-+-'f' (WITHIN POLE) (N) DISCONNECT/ LOAD -----+-t--i- CENTER MOUNTED ON POLE ~ ~ (N)N·l6STREETLIGHT~ JUNCTION SOX/ VAUL Tl VERIZON IIVIRELESS POWER P.O.C. SEE DETAIL BELOW (N) INCOMING 6 PAIR FIBER BY FIBER PROVIDER , (E) COND~ __ RRUSJ2 UNIT (PCS) WI A•J ;N;~:~Aog:OWER 2 (N) VE RIZON WIRELESS i A-3 'l'-,f-+--,(N) (2) ,12. (1) M12 GND, ( ( I (W!TH IN POLE) (NJ(2)#12,(1)#12GNO, (WITHIN PO LE ) ::~:i:1:~~:~R, 1 {IN MAX.CELL J INNERDUCT) _____ J r (NJ(1J#2GNO, (WITHIN POLE) TO {N) GROUND ROD I I ( ( I I ( I I (N) UG FIBER SPLICE F PANEL (VERIZON I Vlr1RE LE SSF1BER / DEMARC) ., IN T.RENCH . • ---~ r ~::-..::::::-..: v{ ______ _ 1-~r F----------.,,."" SHEET NOTES 1. COMPLY \MTH GOVERNING CODES ANO REGULATIONS OF AUTHORITIES HAVING JURISDICTION. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY use IN SIMILAR SERVICE FOR THREE YEAR S. use EXPERIENCED INSTALLERS. DELIVER , HAN OLE . AND STORE M ATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. COOROlNATE IIVITH UTILITY COMPANY FOR SITE SPEC IFIC ll'JORK ANO MATERIAL REQUIREMENTS PRIOR TO START OF CONSTRUCTION . 3. PROVI DE ALL CONDUIT. PULL ROPES. PULL BOXES. CONCRETE ENCASEMENT(IF REQUIRED). BARRIERS. POLE RISERS, TRENCHING. BACKFILL. AS REQUIR ED PER SITE SPECIFIC REQUIREMENTS. -4 . OBTAIN PERMITS FROM AUTHOR ITIES HAVING JUHISOICTION REOU!RED TO PERFORM THE \NORK, PRIOR TO START OF CONSTRUCTION. 5. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFERIN G FROM THOSE INDICATED. 6. PROVtDE SER VICE ENTRANCE EQUIPMENT WITH FAU LT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UT ILITY PROVIDER . 7. REVIEW ANO INSPECT EXISTING CONDITIONS, GROUNO!NG SYSTEM AND LIGHTING PROTECTION SYSTEM FOR COMPLIANCE IIVITH THE AUTHORITY HAVING JURISDIC TION. REPORT ANY ADVERSE FINDINGS TO THE CONSTR UCTION MANAGER PRIOR TO PROCEEDING. 8, PERFORM IE EE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING FOR NEW GROUND ELECTRODE SYSTEMS. PROVID E SUPPLEMENTAL GROUND ELECTRODES AS REQUIRED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 9 . ANTIOXIDANT COATINGS SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 10. ALL IIVIRING METHODS SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) AND UTILITY COMPANY REQUIREMENTS AND AUTHORITIES HAVING JURISO!CTION. 11. ALL BENDS ANOI OR OFFSETS SHALL BE MADE WITH FACTORY SECTIONS USING APPROVED COUPLERS PER CEC REQU IREMENTS. 12. ALL EMPTY CONDUITS SHALL HAVE Af POLYPROPYLENE PULL ROPE PROVJDEO IN SIDE AND SEALED WITH A DUCT SEAL ON BOTH ENDS OF THE CONOUIT. 13. THE ENOS OF ALL CONDUITS INSTALLE D SHALL BE SEALED WTH A DUCT SEAL 14 . PROVIDE NEW METER AND DISCONNECT PER UTILITY ~QMPANY REQUIREMENTS SYMBOL LEGEND ---,---@-- --G-- BAA/.ICMCIR CU,I utlOERGIIOUIJO _=-JAMES VACCARO A R C H I T E CT, I N C. ,11 oouou WA 1.uun c ,•c1Hc •,cA1•,ou .i,.oa.1110,tto11t ••1Jo.•t1 ... 1,r.i -,fQ<i,;JVAMCHII ECI.COM WWW.JVA~CHIIECI.COM &.!.ID! @.) --MODUS . IN C . ~4Q.!I TOC o<TON STNl!l!T, l ND FL OOfl SANFR.Al,CISCO,C,,941 06 verizon"' VER IZO N WIRELESS z1a, ... 1rCHELL ORIVl!.su11Ea WALNUTCREEK,CAll-ll>U CONSULTANTS <D ..... 0 0:: (!) Wo ll. () ::> (f) (.) 0... I() LL f/) 0 0 f-._ > z I--~~~ d:i ~ ~ ~ utl:1mOM <(a::<(<(:g auuso <(UJcjO":' ;s: z z a:: <O o~~~M a::wO'....JO u1-WC01-_u,a..=> .....J l() :J a.. aJmU .. ::::, <D z Cl."' Cl. ~ <( 8 ' . 10/1612017 I 90% CONSTRUCTION 240V (2) #8 CITY OF_/ CUPERTINO STREET LIGHT CONDUCTORS . SEE SHEET EP·2 (N) GROUND ROO 8~:e=' 2 61812018 100% CONSTRUCTION L -------+-----------.... 3 612212018 100%CONSTRUCTION RE V. r6~~~~r°iR~::;ess CONOUI IURIIEOUf> 711612018 100~~~;~T~~~~~ZT~EV. SINGLE LINE DIAGRAM e COHOUI TURHEO[X)'M.j S INGLE LINE DIAGRAM (N) 10A WATERPROOF FUSE (VERIZON \MRELESSJ (NJ N16 JUNCTION BOJU I (2) #8 THW STREET (E) N-9 JUNCTION BOX VERIZON WIRELESS ~LIGHT CONDUCTORS TO BE REMOVED _..f2_"'Y,~;.O..£:.. (N) L EO STREET (E)PG&E VAULTI r-----1 r 1-J LIGHTLUMINAIRE c~~!:RcPu61~~~~ 0 )----i --e-_,_ --1---·-~----4 CONNECTION L _____ J LI " (N) lOA WATERPROOF -----~-FUSE (El CONDUCTORS-----------(CITY OF CUPERTINO) TO OTHER '--___ TO (E) OTHER STREET LIGHT(SJ STREET LIGHT(S) DETAIL AT (EJ N-9/ (N) N-16 SINGLE LINE DIAGRAM SCALE: N.T.S r, ----- -n:n- ---~--- @ --jiu, • • l,lEIERS00(£1 PERUflUIY PIIOYIOEIIIIEOl.lllE1,1£HTS IHESEPWIS A/IE1NSfR U"'EN !S0fSER11'1CfAlm ARE ~~f{F.~~~1~~[,~~: COP1RIGH I ::016.JAl,IESVACCAIIOARCHHECT UlC SINGLE LINE DIAGRAM , EQUIPMENT GROUNDING DIAGRAM EP-1 :J z w > "' <( l- a: 0 .. (El STREET LIGHT POLE (BAOGEII 23935) UTILITY PLAN f)@ ~--t. ~-. i . . ti'. ~-~-,-1! ~ uf ,! i : r , i·· fl : . . -1"' r..re1~1,1 111n.-. .. MARK CONDUIT SIZE SCHEDULE A (NJ 1:,S· DIA. SCHEDULES {E) 1~"DIA. SCHEDULE C (E) ti;"OIA. SCHEDULE 0 (E) 1i;"OIA. SCHEDU LE E (E) 1i;"OIA, SCHEDULE F (El 1,i$" DI A. SCHEDULE G (El li;"DIA ,11111~? .. --""---~··· .. WI RES CITY: REPLACEMENT (2) 18 VERIZON: 2X FIBER .(2112 GND CITY: REPLACEMENT (2) #8 CITY: REPLACEMEN T (2) #8 CITY: REPLACEMENT (2) #8 CITY: REPLACEMENT (2) #8 CITY: REPLACEMENT (2) #8 CITY: REPLACEMENT (2) '8 CONDUIT SCHEDULE SCALE: N.IT w :, z w > <( <( l- a: 0 z 0 (E)PG&EVAULTl (E)CITYOF CUPERTINO ELECTRICAL SERVICE POINT CONV ERT FROM 120V TO 240V t:: i S(RYJCE POIN! CIRCUIT BRCA~ER POLE ECOEJl~~r:~ EX(S1JNG PA0P0SE0 AIIP(AAG( VOLTAGE DROP ~ ! io LOCATION • SIZ( I~ 'U TI AG[ L~!.I JNAJAE LU~~NA!RE EXISTING I PROPOS[D txlSTlNG I PROPOS(D 8,. . ..... -.. u ~;· ,,_ ;;:*"":l"l--m-I I -1 • )!IA non -,w 11 HI'S II• lEO -!1.9"' ,.u J,IH 1.,r• !!:!.1 H J'OIIT.ll. •vc -1.J_!,~ _ .,.:; ~':~5 ••: ··~ cp POCE"98' t:: Ii~ -i i i ~ 0 • PO LE# 29076 • • POLE# 23935 ~ (N) VERIZON WIRELESS ~ ~ , REPLACE (2) #8 IN ~ REPLACE (2) #8 INEQUIPMENTLOJt1J~~E (2) #8 IN ~ REPLACE (2) 118 IN ~ : ------(E) CONDUIT ------0-(E) CONDU IT ------0----(E) CONDU IT ----0 ----(EJ CONDUIT ----0 :1:58" :1:1311' :1:14 :?' :1:138' STEVENS CREEK BOULEVARD SHEET NOTES 1. COMPLY IMTH GOVERNING CODES ANO REGULATIONS OF AUTHORITIES HAVING JURISDICTION . PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. • 2. OBTAIN PERMITS FROM AUTHORITIES HAVING JURISDICTION REQUIRED TO PERFORM THE WOR K, PRIOR TO START OF CONSTRUCTION. 3. NOTIFY CONSTRUCTION MANAGER OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED. 4. PROVIDE SERVICE ENTRANCE EQUIPMENT VIIITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE FAULT CURRENT FROM THE POWER UTILITY PROVIDER . 5. REVIEW ANO INSPECT EXISTING CONDITIONS. GROUNDING SYSTEM ANO LIGHTI NG PROTECTION SYSTEM FOR COMPLIANCE IMTH THE AUTHOR ITY HAVING JUR ISDICTION. REPORT ANY ADVERSE FINDINGS TO THE CONSTRUCTION MANAGER PR IOR TO PROCEEDING. 6. EXISTING UNDERGROUND WIRING, CONDUIT AN O FUSE INFORMATION SHOWN IS BASED ON CLIENT PROVIDED INFORMATION ANO BEST PRESENT 11:NOWlEDGE OF EXISTING CONDITIONS. WHERE CONDITIONS ARE UNCOVERED DURING CONSTRUCTION THAT DIFFER FROM WHAT IS SHOWN OR THAT REQUIRE MODIFIC ATI ON OF DETAILING SHOVVN, SUCH DISCREPANCIES SHALL BE CALLEO TO THE AnENTJON OF TH E ARCHITECT PRIOR TO 7. All WIRING METHODS SHALL CONFORM TO THE LATEST ED1TION OF THE CALI FORNIA ELECTRICAL CODE (CEC) ANO APPLICABLE SECTI ONS OF THE CITY OF CUPERTINO DEPARTMENT OF PUBLIC WORKS STANDAR DS. 8. A CITY OF CUPERTINO PUBLIC WORKS OEPARTh1ENT CONNECTION ORDER 1$ REQUIRED TO ENERGIZE AAY ELECTROLIER OR EQU IPMENT (PROVIDED BY THE CITY OF CUPERTINO AFTER COMPLETION ANO INSPECTION FOR SUBMITIAL TO PACIFIC GAS ANO ELECTRIC). 9 . CONTACT PACIFIC GAS AND ELECTRIC FOR ADOIT!ONAL REQUIREMENTS ANO CONTACT THE CITY OF CUPERTINO PUBLIC V\IORKS DEPARTMENT fOR INSPECTIONS OF FOUNDATIONS FORTY EIGHT HOURS PRIOR TO FOUNDATION POURING ANO ELECTRICAL IN SPECTIONS. 10. THE CONTRACTOR SHALL SUPPLY TO THE CITY OF CUPERTINO FOR APPROVAL, MANUFACTURER'S SUBMITIALS FOR All NEW LUMINAIRES. 11 , ALL CONDUCTORS SHALL BE SIZED IN ACCORDANCE VVITH THE NATIONAL ELECTRICAL CODE. 12 . ALL OVERLOAD PROTECTION (FUSES) SHALL BE SIZED IN ACCORDANCE WITH THE N ATIONAL ELECTRICAL CODE. 13, WHENEVER AN INSTALLATION IS NEAR ANY OVERHEAD 'MRESI CONDUCTORS, A CLEARANCE MUST BE OBTAINED FROM PACIFIC GAS ANO ELECTRIC PRIOR TO INSTALLATION . CIRCUIT DIAGRAM I == 21 SHEET LEGEND I L... -----------------------------L~..!!N.c:_;;T.S!...l.=-1. I {E)AJC PARKING ... ,-.:,;::::.'='. ,.x ,.,.·.,.,., '' ,,::::z:,:::;m.;m,, PR OPOSED VERIZON WIRELESS WIR ELESS METER/ EQUIPMENT/ ANTENN A LOCATION AT M PLACEME NT STRM LIGHT POLE 1116"=1 '~" ~ 8' 16" ~ ONOUITOIAMETER O NOUIT APPROXIMATE ENGTH IN LINEAR FEET ONOUIT SCHEDULE MARK XISTING, NEW, UNOEGROUNO, SURFACE MOUNTED CE-EXISTING, N•NEW, U•UNOERGROUNO, S·SURFACE MOUNTED) C"3-----e.XJ STING N-9 BOX (STREET ~ L1GHTVAULT)INUMBER NEW N-16 BOX {STREET l!lill----uGHT VAULT}/ NUMBER/ NEW liiilld VER!ZON 'MRELESS FIBER SPLICE PANEL LOCATION ~~~T~~~~:~:i~~L~~~r:,~~NT OF CON NECTION -----·--------EXI STING OR NEWCONOUIT ROUTE ---,--'VERIZON IMRELESS POWER POINT OF CONNECTION A IUI.IIJ .<. VERIZON IMRELESS FIBER DEMARC/ SPLICE PANEL I POINT OF CONNECTION ~=-JAMES VACCARO A R C H IT EC T, I N C , •11D0tl0f.EW,._Y,Ut1ffC ,,._CIACA 1C,.19•0•• •IJ . .O!lo10,HD11E••U•U u 11F•• IIFO •JVA ~CHIIECI.COM WWW ,NAHC>tllECT.COM 9Js. @) ---M-0-DUS, -IN-C-.--- zaQsrocin0><sr11eET lllDHOOII SANFlto\NCISCO,CA9•1ot verizon" VERIZON WIR ELESS i7H l,II ICNELLD1l1VE,SUIT1:9 W"LWJ 1 Cll~Ei<,C,.,.:)118 :=@NS-UTIANTS (0 .... 0 0:: co w .,-- 0.. 8 ::, Cf) u Cl. 1U u. !/) 00 f- f-> z ~ ffi :! ~ Z:,:: 0 <( ~lli~ciM <C ir:<(<(~ ci u u ~ o <( C/J (50 "/ ~Zzll'.CO o~i==~ M ir:wll'.--'O U ~ W CD ~ -U'.) a..=> ...J LO ::J Q.. CD coU·· ::, <D z "-"' "-~ <( 0 ' . RE V I DATE ISSU E 1 10/1612017 90% CONSTRUCTIO N 61812018 100% CONSTRUCTION 6122/2018 j 100% CONSTRUCTION REV. 711612018 1100~;~~,;T~~~~~:T~EV. IH£5EPINISARE INSTHUMENISDFSE11Vla!AN0A,i£ FOIi !HEC.IENl'SUSESO\.fLYWl l>tllESPECI !OIHIS PROJECT THESE PL,I.NSSHA1.LND !BE"ll EIIED MDOIFIEDOII IIEPRODUCED IN P"IIT 011111 l'MOI.E Wll'OUI PRlOR~·.,mtENCONSENI IHESE l'l,lNSARE fORl,IAIIEDIDBEFUU.SIZE/llARCHDi••KX" COPfAIGHl:018 -ESVACCAROAACHIIECIINC UTILITY PLAN , CONDUIT SCHEDULE, CIRCUIT DIAGRAM EP-2 STREETLIGHT POLE DISCONNECT @ ~ ELEVATION 1. DI SCONNECT SIMTCH SIGN SHALL READ "UTILITY COMPANY POWER DISCONNECT SWITCH" IN Y.-HEIGHT TEXT. \MTH WHITE BACKGROUND AND BLACK LETTER ING. 2. SIGN SHALL BE OUTDOOR RATED \MTH UV PROTECTION. 3, SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON 'NORK RESULTS FOR ELECTRICAL. SHUT-DOWN SIGNAGE r f:l :1111,x,11m1::i:t•™=•1•1:J::i."I '"2"':t.,~wgr,.£" BMU~ now " .,"9£FPU"~I ................. _, ... ,. __ ,.,_ ..... ,.--.. ·--... ·--~-........ IO•·•-I "'""~-ci•I "-""'"'''' .. __ _ __ , ...... ··-~---·" ...... -............. .,,,. ... . -~·· ~' .. ·-· .................... "'..."'""' .. ··, .... ···-·-"'. > ,., ........ , .. l! .. EIICENCV81tUT·oowNl'IIOC~DUllf .................... _ .... ,.,, ...... _____ ,, ~ '. ·.' ... -'···-·-·· ... ' ,.,,,, .. -''""""'."'"'-"'nto, ......................... , .. -.............. .. ····-· ·-· ""' .. ,._ s~.~~:: I 8 1. SIGN SHALL BE MOUNTED ON INSIDE FACE OF POIIVER MAIN DISCONNECT SWITCH IN ¥,· HEIGHT TEXT, WITH WHITE BACKGROUND AND BLACK LETTERING. 2. SIGN SHAL L BE OUTDOOR RATED. 3. SEE SPECIFICATIONS SECTION 26 05 00 FOR COMMON IIVORK RES UL TS FOR ELECTR IC AL. SHUT-DOWN SIGNAGE s~-~~;: I 9 NOTES: ~4"X6" COPPER GROUND BAR. TYP. OF SITE PRO 1 IIMG40616 WlTH INSULATORS AND BRACKETS AS REQUIRED QR APPROVED EQ UAL. 2. PROVIDE TAMPER RESISTANT GROUND BAR MOUNTING HARDWARE. 3. APPROVED ANTIOXIDANT COATINGS (I.E .• CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION ANO BOLTED GROUND CON NE CTIONS. GROUND BAR s~~~;: I 5. {N) #2 OR #6 AWG SOLID CU CONDUCTOR WI GREEN. GOOV TliWN·2 IN SULATION TO {N) ANTENNA & (N) EQUIPMENT . TYP. NOTES: t (N)TWO-H OLELUG , BOL TEO TO GROUNO BAR USING 1'"·16XhV."SSHEX HEADBOLTSS HA@ROWARE . TY P. ' . MAIN rs\ 0UN08AR~ 112AWGSOLIO TINN ED BARE CU WIRE TO GROUND ROO ~PLY "NO-OX" OXI DE INHIBITOR AG ENT TO LUG ANO BAR CONTACT SURFACE. GROUND CONNECTION (NJ SS FL.AT· WASHER. TYP. APPLY· "NO·OX" CO MPOUND. (N)(OlA.X M l2"SS BOLT, TYP. OF(21 TWO-HOLE GROUND LUG s~~~;: I 6 s~~~;: I 7 (N)PllLU ----~ JUNCTION BOX @ (NJ BONO BUSHING. TYP. @! CONDUIT STUB·UP f.b!!i jN)16AWG BONDING JUMPER. TYP. PG&E P.O.C. (NJ GROUND ROD WI GROUND CLAMP (VERIZON WIRELESS) GROUNDING AT PULL BOX s~;~;: I 3 (N)*"DtA. X 10'·0" LONG COPPER CLAD GROUND ROO. GROUND ROD SHALL BE DR IVEN VERTICALLY. NOT TO EXCEED 15" VERTICALLY ~/ GROUNDING AT POLE . CLARITY. SEE SHEETS·l FOR POLE FOUNDATION s~.~~;: I 4 • ,,r.· (NJR·SER1ES ;'/1: CO MPOSITE ONE ~ PIECE LIO WI N90 BOLT DOWN KIT ~ ~ 1. PULU JUNCTION BOX SHALL BE "CHRISTY" N16. \NITH ONE PIECE COMP05tTE LID ANO N90 55 DOLT KIT AS MANUFAC TUR l:0 ~y OLOCASTLE ENCLOSURE SOLUTIONS (800.486-7070). 2 LIO SHALL BE MARKED "STREET LIG HTING ". 3. TOP OF VAULT SHALL BE SET FLUSH WITH SURROUNDING ADJACENT SU RFACE . 4 . VEH IFY LOCATIONS OF ALL E.lli1STI NG UTILITIES BELOW GRADE VIA UNDERGROUND SERVICE LOCATOR PRIOR TO ANY EXCAVATI ON . 5 . UTILITY VAULT SliALL NOT BE lro!STALLED V111TlilN THE BOUNDARIES OF NEW OR EXISTING CURB RAMPS. 6. PATCH/ REPAIR ADJACEN T SURFACES TO CONDITION EXIST ING PRIOR TO IIVORK. 7. All CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE VVITH THE AMERICAN CONCRETE INSTITUTE (AClj 301. JUNCTION/ PULL BOX ~ NOTES: SCA LE: N.T.S 1. TRENCH BACKFILL: CL.ASS II OR CLASS Il l AGGREGATE BASE AT 90% COMPACTION. NATIVE MATERIALS MAY BE USED AS BACKFILL WITH WRITIEN CONS EN T OF /VE. NATIVE 8ACKFILL COMPACTION SHALL ee 90%. CONTRACTOR SHALL VERIFY SUITABILITY OF NATIVE BACKFILL PRIOR TO STAR T OF CONSTRUCTION. 2. VERIFY LOCATIONS OF All EXISTING UTILITIES BELOW GRADE VIA UNDERGR OUND SERVICE LOCATOR PRIOR TO ANY EXCAVATION • 3. ADJUST LOCATION OF TRENCH AS REQU!R EO PER RESULTS OF UNDERGROUND SERVICE LOC ATOR RESULTS TO AVOID CONFLICT WITH EX ISTING UTILITIES. 4. PATCH/ REPAIR ADJ ACENT SURFACE S TO CONDITION EXISTING PRIOR TO WORK. 5. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACl)301. UTILITY TRENCH s~-~~;: I 2 =-JAMES VACCARO A R C H IT EC T, I N C. <11 D01'D£E WA l ,Ut<ffC ~AClflC A ,c .. •••ou <l)IDI.UlOP1iOt1E • •l~.96l.u 11 f .. X ,1fOr,JV .. RCHllECl.COM WWW.NA~CHUECI.COM 9Jfil! @) ---M-0-DUS. "1N""c=-.--- i,os1oco0oos1REa JRDFlOOR SA.ltFRMICISCOCAUIOII verizon" VERIZON WIR ELE SS 21~ .. ~~~~~~~:1~ ;!l~ 9 CONSULTANTS tO ..- 0 0:: (.0 Wo a. u ::::> (/) uo... 10 u. rn 0 0 I- I-> z I-~~~ Z~o <( ~ t±f ~ ci M ~a::<C<(~ ouU's:6 <l:UloO":' :;::ZzD:'.<D o~FS2 ;;; a:: w 0::: _J 0 U1-W<Df-_(J)O.. :::l _J l() ::> a. IDt00 .. :::, <D z o_O, 0.. -<{ @ ' . . REV I DATE ISSUE 1011612017 I 90% CONSTRUCTION 6122/20 18 j 100% CONSTRUCTION REV, 711612018 1100~;~~~T~~~~~:T~EV. IHESEPVJISAAEINSIRUMENIS0FSER\IICEA1tDARf: FORl1tECUENl"$USES0lELYWIHRESPECTIOTt1lS PROJECTlttESEPt.ANSStW.LNOl6EAI.IEREO I.IOOFIEOOR REPRODUCED Ill PAR ! OR IN 'M-0.f WIII-OUIPRIOR..-MlrlENCOIISENI lliESEPl.A/ISARE fOR I.IA TlfD IDBffULL.SlZE"1 AJICHD<•'llle" CoPlRK;Hl;'D1S .1AME5VMXAROAACHITECT INC DETAILS EP-3 ~ ~ <( -u ,.: u u ~ (/] -w :c > u <( a -, < @g ::; z a 5 . I f t: 2 ·-~ ~ :: : u ci V, V, w ~ w "' ~ z 2 iii '.;' I cso -o z-g 1 £ OL 1N3::>'<>'rav MO'/:J ::msnd 'Nd\/ v\096 \f:) 'ONLL'/:J3d n ::> 0/\18 >133'/:J::J SN3/\3LS 99961 Q J_ LN3 ::>Vrav MO'/:J :)118 n d 9~08SdJ 9~0~3dn::l-.:IS 0 ..: 0 .J :i. en z 0 j::: <( ll u:: u UJ 0.. en ! • 1 I i ~ I c.. "' General Requirements . Continued ,; :,;;::: 3, Ba•1s-ol-D1111gnProauct: Provi11•1n•productnamed, orlnd1catO<lontheOr,,w1ng•,otacomp.;,tobl•ptO<luct byonoor1n111ueamanu!ac1urar•. C Whort Speclllcauons require "malch Archlloct't !lllmpl1." prov1a1 • proauct tnat compl1H with ra,qulr1m1nts and mau:nn Arcnm,cr. ""mpl 1. Atcn,1acr1 aoc1 •1on will ba nnalonwnatn1rapropo...iproductma1cnes. D. wn, .. SpeclHUUOni ,nclud, llll phr.>H "H HIOCIOII or Arch111t1:1 rrom manuractur1r11ull ning1"or olmll~, pnruo. H I.ct .i proauc\ Illa! complln with roqu1r1m1nts. Archltoel WIii Hiott color. gloss. panorn, a1n1my, or tuturo rrcm manulac1uror•p<oductllnotna1!ncludHbalhst.indardand pr1 m1um1t1m 1. A. AfChllKI will con11du Contr.ic1ors request ror comparable produc1wnontholollow1ngcond111onsaro s,ms!10<1: ~."~~.~:~: m,;1 :: p~°:..'::cdl p;d:uC:..~~=~ ~:!i r•~ul:: con••~1tni w,111 lh• Contract 0<>cum 1nts and will producet1111nd1ca11d rHulls,andlhat 111s compa~ble w11n otllupon1on1ott111Wor~. 2 D<ltall1dcompanaonot 11gnl!lcan1qualllluor p1opo hd praauctw11htha••n•m1d1nth1 Spec1tica1lon1. l . LIit a! 11m11ar 1nsiall•t1on• tor comp11t1d projoci... II roqUHIOd . $ampl1s.11 .. quHt1d END OF SECTION 01 60 00 SECTION 01 70 00 EXECU TIO N AND CLOSEOUT REQUIREMENTS maintain an.11\a manutacturors wnn1n rtcomm1na111ons and 1n,uue11ons 1011n~lllllatlon o! produci..and 1qulpmon1. A. Cann;ac1or1 L!II al lm:amploto 111m1: 1n11111,ubm1na1 a1 Sub~lllntial Compltllon. B. C•rtm10 ll•tar 1ncampl1t1 l!1m1: Final •uornatalal Final Complouan, C. Ricard Or.iwlng s: Submit one set ol mulcld-up 11cord P"ntl D. R•cord Proauct Dato · Submit one paper cap1 a! Heh 1ubm11tal , SUBSTMITIALCOMPlETIONPROCEDURES A, Pr1patt1l1w1otn1msto1H1compl1tldi1ndcarre<:led(punch ~~;k~.\~:~:m~,.:1:.m• an the 11~1. and tHM>ni wh~ lho 8 Submlttals Prior to Substantial Completion: Bo!ore :~:.~:;,g SuOMlantlal Camplouon ln1pec11on. compl111 lhl 1. Obt.iln and submit r•l1ats rrcm aulhomJts having t:;~~:i~~~n ::cr:,1:1~: ::~c•.n: ~~~-:~:,~:,:!_u~~n:11~~= :i::::;.cy pom,11:!1, oporaung c1rt1l1ca1os. ana 11mll11r l , Subm1tcl11Hou1subm!1tal1sp1cl!l1llln11th truction1. ~::~:~~II :::1":~~·:1:'.!1~7'our~o~:;•;.~:;•,•~~;r~"a~1an, ·,orr.inuu. workmanship blinds, malnlenann ser,1c1 agrumon11,tlnalt1nir1cau11ns.and s1mll~rdocumenl:!I , l Submit ma1nt1nonc1 m~tu!al 1ubm1nal1 1poc1ti1d In 11mar H ct1on1.1nclua,ng1001s.1 par1p11n1.•>r1ra ma1or11111.and 1lmll11r111m1,an1111011vor1olacauan au1gna1odo1C:11ns1ruc11onManagar, •. Subm11ch1ng1ovu1ntormilllonttl11t1dt11Companv"1 accupancy.u ... cp1ra11on.anamain1onanc1. C. Praco<lur .. Pncr ta Suo11anuol C<1mpl1uon : 81111,e r1qunungSub1lllnt1alComp1aucnln1 poc1111n.compl1to tho rollaw lng: 1. Ad...,HCompanyorpand1ng1n1uranc1chang1av1r r1qu1ram1n11 l , Mai1111nalch1ngaovaroranypom,1n,ntlDek1 an11 d11 , .. rkayJ taCompany. l , Compl1t1ilanupandlotUnga!t ys11m 1and 1qu1pm 1nt P1normp11v1nu .. malnt1nanc1an 1qulpmon1used pr1artaSUbstanu1ICamplouon. 5. Ad..., ... Campan~ a! anycnang1avar(n uUIIII .. 6. Port1Clpi111w11hC:11mpony1nconaucung1n1p1cuanand walUhrough. R1mo .. 11mporarylaclliUuandcantral1. Comp1ete!lnalclaan1ngr1qu1r1monl:!l,!nc1Udlng 111uchuppalntmg. 9 Toucnupanda!hetwl11 r1palr 1nlltt111or1marro<I up01111fln,.n u101l1m1na11v11ua 1aetae15. 0 . lnspe,ctl11n: Subml! I wt1n1n '"'<IUHt !or 1n1poc11an !or Su1>stanualCompl111an. Onro'C01p111traquH t,Con•true1111n Managorwlll pr11cood w!lh 1n1poct1an11r oav,so Canlractar alunrulllll1ar1qu1 .. m1n11 A. Subm11tal1 Pnar ta Final Compl1t1on: 81!or1 roqu.s11ng 1nspo,:1111n !or do1erm1n1ng !lnal compleuon. camploH Illa lollowlng: I . Subm11cert1!i1dcopya!SubstantlalComplotlon 1n•pec11onll51a!Hom•tob1complotodatcon1c!od !PUhCh h~I). C1n1!i1a copy o!tho llst shall 5ta111ha1 HChltomhnb11ncompl111daralhorwlHfOSGlvod 2 C1n111cat 1 011n•ur~nc1: SU0m1tu1a1nc1 ar r,nal. conunu1ng 1nsur~nc1 co1111r.ige eomplymg with 1n5urancan,qulr1mon11 8 . ~~b;.:!:,;"!~",;:~~=t ~~~~~~!~,:~•c~:;.~:r a~c1~p ~1~::; p•<>CHd wrth ln•po<:tl<>n ot nallf1 C<>ntr~c!Or DI unlulllll•O r1qu1romanl:!I, 1. R11nspee1lan: R1qu1s1r11n,pac1lonwhentheWork 1don11!1od In pro...,au s ln5p1c11on•as 1ncomplote 11 compl11odo1corroctod. A. ln·Ploct Ma1 1nal1: UH materials rar patching ld1 n~cal to ln·place m1111t1ai.. For upo~oa ,;unacu, uu ma1ot1al• u,01 v11uolly match in.place ~a1ac1n1 •unaces III lh l 1u11 .. 1 1>11nlpOU!blt . B. Cleaning Agont1: UH clunlng miltornil• and agonl:!I ,ocomm1naod bymanurac1u,uor!abrlc:naror lh 11ur1ac1 10 bl cleanod. Do no\ UH cl1an1ng agonl5 Iha! aro ,><>t1n11ally ha1'>tdau1 la hUHh Dr praporry or lhat might aamog1 !1n1sh 1d1unoc11. I . us,clHntngproduC1Stha1complyw111tGrunsear1 GS-37,ct11GS.J7!1 notappllcablt,UHptoductsthat ~·.::yu:·~~1~h:a~:!'~~~~-~:~: or R1gu1auan• A. Ricard Prints: Mo1lnlllln a sot ot prinlll o! th , Contract ::~::lnl::~:::111:::.,~:::l~a::o:n:::1:7,:: th:::h:: ong1n.1lly. Accur.noly re,cord Information In an nccopl.lble draw1ngte<:hnlqu1. 1. ldonuryondau1enchrecordDraw,ng:lncluaa1h1 du 1gn~tlan-PROJECTRECORDCRAWl~0-1na pram,nontloc:man, A.E,1sung Condition•:., Th1 0 u1111nu.and,,lacatlan>1at •••K1•t1ngareno1guarant11<1.B1lar1o.g1nn1ng 111owark, invosugato •na 111111ry the H 1s1enc1 and laca~cn a! undarground ut11111u. m .. hantcal an a elettncal •)stems. andothorcons1rucu11narrae11ngth1 Work. e eoror• procHdlng w1111 each camp11nont or the Work, a.amine subsua1as. areas;, and cond111on i;, w111t Install er or Appllc111ar pruanl Whar1 lnd1ca1oa. lar cornpuanco Wltn roqu,romonll tar lnslallallan l<>l1ranco1 and Olhlf conditions a!focting pa<Tarmance, I. V1t1Jycampallbl1tlyw!lnana s "'"'Olll!yar 1uo•11arH z. E•am1n1raugh(ng an1aralocu,c11 1•y•t•m•. C. ::c:d~:ns ~~~• b!~~1:,;1:;./nly alter unsa\lslactory 0 . Take lleld musuromontJ •• t11qulted 10 rlt 1111 Work prcperly. Whorop0rt1onsorth0Workar11nd1ca1od1am10 cthar consuucUon, varny 111m1ni;lons ol otner constrllc~on 1>yrloldmoo1urom1nt•be!o,.!aor1cauon. E, vanly •pac1r1qu1r1m1n1111nddlm1n1111n1or 111m1•hown a1agrammaucallyanOraw1ngs. A. eer11r• prcca.a1ng ta 101 out mo Wark ... nry layou! lnrarmOtJDn JhDwn en Dr~wlng1.1n 11lallon la tho propony 1urvayandHIStlngbanchm11 rh. A. Loca101h1Wark1nacomponon11a!th1 Warll1ccur.:1101y,ln carr1c1a11gnmon1and 1lovat1on.aslndlca1ed . 1. ::~~ von1ca1 wor~ pl"mll and mak• honzontal work 2. :~i:::·~~1::;~~",~:;c~~!t"ng In flnl•hod arus l . Malnt:lln minimum headroom clurance 111 9G Inches In accup11dspacnand901nchu1nunaccuplod s pacH. B. ~:::%.n~l!ian~anu!actur•rs wrtnon 1nuruc1ian1 and C. ConauctconstrucuonoperaUon•sona ~nalth1W11r~ II ""OJoc11a ta aamag1ng opor.itlon• ar la..>d1n; In .. c.,..• or lh atupoc1odd"r1ngnorma1conaltlon1, o . T1mplalH: Obtain and d1stnbut1t11 lh l ~rtlu lnvolvad 1 ~:if,',:~~ ror war~ •p1cill011 ta o. !ac!Ory pn,parod and llold E. A1tachm1 nc P,a...,do blaclolng and atllchmont plalH and anchors and rast1n1t1 ol ad11<1ua10 1IH and numou ta so,curolyanchoruchcompon•ntln plac1. Wh111•1>aand typo a! an~ehmonll are not Indicated, var,ry s1,o and 1yp1 r1qu1red!arlc.adcandotlon•. I . MaunungH11ghts: Wh1tt mount1ngh11ghtsa .. not 1na1ca1oa.maun1campon1ntsa1ha1ghls d1roctodby ConstrucuonManagor. F. Jain ts: Mah jalots or unllarm width. wnere Jc Int locaUon~ lh .. p11s..dw111kareno!lndlca1od.arrang0Jo1nts!o1tno :::~~ 1 ~~~ 0 a 1 ~~;ect Fil uposod connocuons tagamo, to rorm 0 . ~=~ c:~a~~:=~d ~l=::~:~:nd lnJlllllatlcn maior,011 that ••• B. Pra11ct1an: Pra1oc11n ,p\acoconsm,cuanour1ngcumngan11 pa1ch1ng to provont damago. Prcvld• plo!ectlon !lam advoe,;o wealhor conditions tor pon,on• a! ProJoct tha! mlghlboHpo~oddur1ngcumngandpa1chlngoperat1on1. C. Whore u1111ng sorv1cu/1yft•m1 a11 ,.qul,.d ta bl rornovoa. r1loca11a. or ab~naonod. oypan such sor,1co"11ys11m • oolore cun,ng to provonl 1nt1rrupt1on ta OCCijplOdarHS. D. cu,ung: Cut in.place construction u11ng melllcds lu,t hkoly ta dam11ge tlemt nts rota1noa or odJOlnlng 1. Cuthaluand1lot1noaUy1am1n1mumslH,.qu1ttd, anaw1tllm1n1m umdrsturbance otaa1acont1urrac11. Ttmpor.1111y ••••ropanlngi whon~or 1n ~5•. E. PatchWithdurable i.,.m1 that ar1Hlnvlslbleaspoulbla , Prov,damatot1al1anacomplyw1thln•lllllatlanr1qu11amonts •pac1t,1ll1 nath11Soct1an• 1. R .. 1or1Hposodlln1shnolpatcho<larnsand1""'nd !ln1shrestoratlan1ntoadjalningcons1ruc11on!na m11nn •1 1hal will m1n1mlze 1v1aanea o! p~teh rng ond ,1un1•h1ng, 2. Wher1 patchlngoccur!llnap;rlnt1dsurlace.pr1p;rtt ,uos11at1andapplyprimerana 1ntorm1a1111.11palntca..>11 1pprcpnate lar •uO•tr•1•ov1r1h• patch. and apply lln~I pa1ntcoatoverGnt1reunbrokonsur1ac•ccnta1n1ng111, p:,tch.Prov1do add1tlanalcoats un\llpatchblondsw1th A. Cloan Proj1c111111ndworllarnsdally.lncludlng common a,u1. D1$pouo!matena1,1awrully. 1. Roma .. 11qu1d1plll1 pramp1ly. 2. Wh1t1dustwo"ld1mp11rproper, .. cuu11no!th1Work. broom.cl1Jnorvacuum!lteenmawo1kar1a.as apprapr1a11 ftomo•odobr11uamcanc1111a s pacno•ra,.1nc1a•1 ng tnasp;rce e . Compl•t•g th• ra11ow1ng , clun1ng II op1ra11on • b :10,1 C11mp1ou11n: 1. CleanProJ1ct•ll•,y•rd.andgtound1,1na .. asd1sturbod by c11n~truct1on acuvmas, Swaop pavod aroa; romo1111 ,1:11n1. •PIIIS,and larolgn dopoo11,. 2. Sw1oppavodareasbroomc1aan. Ram11•11p1ll 1,,to1n•. andothortoralgndoposits. l , R1mavelabllo 1ha1arenatparm a n1nt •· Cleanupcsoaflnls hestaadusMroecand1uon.rr01a1 s1.1 1n,.li1ms,andtorolgnsub51.lncn. W•1>1 •url~c .. or m""h~nlCO I and •l1CIMUI 1qu1pm-01 ftemovoucns luor1ca11ananatarelgn •uo, ncH. END OF SECTION 01 70 00 ;. 1v1s1on 2 ,,;, .. ,,i;::,,,jt·· , ";Existing Conditions '*" SECTION 02 JO 00 SUBSURFAC E INVESTIGATION A. ln!armauon:lnlorma1lonon 1h10r.1w1ngsand lntho spec1flcat1on1111a11ngto 1ubsur1acaccnd1t1cnsand u1stmguUl1Ues;rnds1ructuru1s!rom1nlom,auon ~n~;l~~~~:~:::~:·E,:~:~:r~::~~:1~!~~~:I~:::~ :: accu111cyorcompla11nes•olllll•lntarm1111onls not guaran1ood, PART 2 PROOUCTS-jNa!Utod) PART3 EXECUTIO N·(Na!USOd) END OF SECTION 02 JO 00 SECTION 02 4119 SELECTIVE DEMOLITION "•m• lnd1cau1<1 to oe romovod an a salvaged remain Th• Owners property, Carelully dolllch tram nlstlng ~:::~~:i:d: ,:;;:;:,:/ "~ :~:v~o1n!.damago. and dohver 10 B. Prodamolltlon Phot11graphs: Show ulstlng cona1t1on 1 al Dl1JOln1ng con,uucllon and sHo 1m pravom1n1t. Submit blf11r0Wofllb•g•n •. C :n::un~:;.du1~•c:;: ~~~~-h•~·~::ra:u~ 1 •:•~: • .,:i!1 .i:: 1ncount1rea. oa not alsturo; 1mmod1111oly na11ty Canstrucuon Manag er. Hazardous ma1011als will IHI romo .. a11yOwnorund11a H para1ocan1racL A. Rogulalary R1qu111rn1n1 1: Comply wnh EPA rogulauans and wllh hauling and d1s posJI 11gul31111ns ol ilu!hormn ha...,ngJur1Sdlc!lon . 8 . Standard•: Comply with ANSIIASSE 11110,6 and NFPA 2~1. A. Malnlllln Hr,1c1s11ys1orn s 1nd1ca11d 1: romaln and protocl aporauan,. lle!aro p,ac .. d1ng W<th a•rna1111an . prav1do temporary sar,1coslsv~tom s that bypau aru or selecuve domollllan and tna1 m111nlaln canunulty al HMcaslsystoms. 8 Locat•.ldant1ly.•hut11U,dl1ccnnect.ana sulorc11po!f ~d~~:!,~~~70 :r:~,:~u::~Y ~::":,~~~~~l1c111col systam, c. Prov1dotomp0rarytiamcaaHandothupro1oc11onrequlrea to prt•ont ln)"'"I' ta poopla an d damaga 10 adJacont bulld1ngsand!aclht1estaroma1n. 0 . Pr1111ctulst1ng!ln1shworllthatl1 1ar1ma1n. E. Provide and malnlaln •holing. bracing. ana structural supponsasroqu1rodtoprosor,0Wlabll1tyandpravon1 movamonl M>ttlomant or coll~P"" 11! consuucuon and nn ,~hu ta r•ma1n. ana ta prevent unupoctod or ~~:ca~~~~~~ movoment or collapse cl con.irucuon bllng F, P,o...,de 11mp0r.,ry waatlltt pro11ct1an i,;, proven! wa\lr laak.ageanddamagela5tructure. Cl . Neat1ycutap1n1ng1 ana ha111plumo,oquar•.and\N1ta d1m 1n1,an1 raquiraa. U,oo cun1ng mathod• l•ast likely ta dama~ocon111ruct1ontoroma1n 01ad101n1ngconstru c1111n . R1mav1 ll •malluan wa•t• mat1r111l1 lrom PrcJect ,111 ona 1,gallyd111pos1o!lhem 1nanEPA-..1pprovoalana1111. Oonot burndamol1!ihtdma1orlals. Clean oa1ac1n1 •t1uc1urH 1nu 1mpro~1,,,.n1• af Uu•t. dirt, and dobr!s causod by soloct1vo domalmon aperJl!an1. Ratumadjac1nt arns tacondrtlonu1s1mgbGlo,.s1lacuva d1rnollllanapera11an•bogan. END OF SECTION 02 4119 Division 3 , _ , .. Concrete ,,~ 'I: ..... ·;··,·-·}ti· SECTION 03 30 00 CAST-IN-PLACE CONCRETE A. Submlttals: concrete mix d111gn 1 and 1"bm11tals roq"lrod byACllOI. B. :~;:·~::.~~ ~M~cncra1t 2.1 PEFORMANCEREOUIREMENTS A. Comply with ACl301 , -spocill cauon rar Strue1ural Cancro10.-anaw1thAC1117,-spoc1!1ca!lons!arTolorancu MATERIALS a . Pl•lnS100IW11e: ASTMA8l.aodrawn. C. PanJandCament ASTMC1M,Typotarll. D. FlyAoh: ASTMC618,Clus CorF. E. ~;:;;~00G0~~~~~lod Blasi-Furnace Slag: F. Aggre;atn: ASTMCll,Cl ul lS. G. Alr-Entralnln11Adm lxture: ASTMC:260. H ChomlcalAdml>Wrn: ASTMC4S..,waturoduclng. Oona\ ~~~ar~:~c,um ehlor1a 1 or aam1•1uru can1a1n1ng calcium I. Malstur1•Ro1alnlngCcv1r. ASTMCl71 ,potyoll\ylon1!11mor wh11obu1tap·po1yomylano sheat J . Joln!.flllor Smp1! ASTM01751. uphalt-s,:nura!od CI IIUIOSIC tlbor. or ASTM0 1752, cant ar S<>l! .. •panalng COrlt, I. :~::~~. dUlgn ml>rtUtU, praponlonod according ta J Norma1.wolghtC<>ncr1t1: 1, Minimum Comp,.Ulva S1r1n;1h: As Spoclllod In or~w,n;J. 2. MaKlmum Wo11r-Caman1mau1 Materials Rauo: o.,o. l . SlumpLlmll: 41n chn '· :~, l~~~II~ no~a~~~!n a~ 1 ~~~11~i"!~ ,ioo':"::~. ~~ c . ~~~:~9-t~~t.c~M.ml•. and dell1111r cancro!e according to 1. Whan a1r tomperatu11 1s above !Hld1gF, reauc, m!•lng •nod1l1v1ryum11a60rn1nut11. A. C11n1truc1 Jom,wofll according 111 AC I JOl and malnll11n tolerances 11nd suotace 1rr1gular1uos wHtiln ACI :M7R !1m1t~ ~'1.~~-:.s,~. l~~h i1~~~1~:; c~~~~;~!·.u·;:.a:t !O VIIW Ond B. Comply with CRSf• ~Manual o! Standard Pracue1· for rabt1caung,plac1ng,and5uppon1ngro,nrorc1men1. C. ln5tall canslruc~on. Isolation. an d contr.ictlan Joints While ;:~~:!ell. ln•tall tull-<toplh JoonHlllor 1mp1 al 1..oiouon D. Pl1c1concr1111nacon11nuau•ap1rauonanaconaollda11 u•1ng m1chan1ca1 Vibrating oq~1pm1nL E. Pro1 •ct conet•l• rram phyl lcol damage. pr1m:tur1 d,....1ngu m1>1ng ,plac1ng,andcu11ng F. fcm,1d S"<lac1F1nl1h: Smooth·lorm1allnlsh!orconcttt1 nposod ta v11w. coatea. or ca .... a or wa11rproollng at :::::har:1.roct..appll1a rna1or1a1 ; rough.rormod t1n11h G. SlaP F1n,.n .. , Comply With ACIJ0:1..IR lot K r-ding. sunacts. Dono!w1tconc11to:unacn. an• rar canc,at• Cur1larmo<1•urrac"""" mo111urocunng 10,atln•t ...... n day• J . Bog in cunngcancrH•"absanorrlnlshlng. K11 pconcr111 conunu11usly ma1 ~11aratl1a.1 uvan da~s. L. Engage a tts~ng agoncyta p,ortom, field lo'itsandto 1u bm1! 1utra,><>rts. M, Prat~ct eoncto!a rrom damage, Ro palr and paten dofectlv, END OF SECTION OJ JO 00 DIVISION 4-NOT USED 1.1 SECTIONREOUIREMENTS A. Subml1tal1: ShopOraw1ng1. A. S1ulPl01u,Shapu,andBar1: ASTMAJ6/Al6M. e . 51111 TU~ln g: ASTM A $00. C. S!oolPipo: ASTMA!l,•tandatdW•liMISchcd"l140). A. Nanlhfln~. Nanm11.1lllc Graul: ASTM C 1107; r••ommonaed ormanulacturorr11ro,rt1narapp11ca11ou. =-JAMES VACCARO A R C H I T EC T, I N C. •lt 00110EEWAV.UIIITC PAClf+CA I CA l~•cu ,1 ~ . .0e.)610 P><O .. E1 •I~ .. ] U /1 FAX a. Walding: Wald com1nr and sums cont1n~11u1ry. Use ma1or1al s 1ndm1tholl1thatm1n1m1u,a1,1on1onandd1v,1ap A. Oenoral: Shur ana punch m11al1 c11uf1 ond aecuraiory, I l •f O·&JVA ~Cf<IIECT.COM Rern11v1 burnr and oaso upaH II 1agos. farm blnl-m 1tal _ WWW.NA~C><IIECI .COM comers ta ,mall1Jtrad1us pc n ,010 w1thaut1m"°1nng wa,k. 1-::]c;i;JLl~ENIT::========-- _@)_. :~:::!: ::~n::,7a~~."~1n::~';,".~~= :~d b::~.;:,1a~,;,0 .:~ wnhcontouro!-la1a•un•c1malch1ngthos.aa1•o•nL STEEL ANO IRON FINISHES A. Ho1-dlpgalvanlzostetl1abncauonsatexttnarlocauans. B Prop.ire uncoa1ta t11,ou1 mollll ,ur1acH 10 comply w1u. ~~:~~:;: -p~::'. To:~d c•·:~~:,;.,::~ .. ~•1n1un7~~"..,."i mod1!1ed.alllyd prlmu complying with MPl#1~. A. Pro~ldt anchoragt a1v1c11 ana 1a111n1rs wh1<1 nudod ta socur111am1 taln·plac1con51rucuon. e . :~::.'::'an:~~;g;,,:::·~:i,r~::~:·:~; ~~ul~":1a'i°~a1:,~~1:::: :~~u;~~~~~~ i::t:~~;~~~r::.n.~~~~=I~~~·:;_; Wltn lllgH c. F1tupouaconn,cuonJaccura11tytog1th1rtafom,ha1n1n, Jo1n11ar.wti1111na1ca1,a.wnhun11orm rovoal•and 1paou lorHalan11andJ01ntllll•t1. 0 . Coat canceaTea 1u r1ac H or al uminum that will como 1n1a cantaclwlth graul,cancttll, mao.onry.wocd. ordoh lmllar me1"1J wllh anuvycoata!bl!umlnouspalnL END OF SECTION 05 50 00 DIVISIONS 6 THROUGH 8.NOT USED SECTION 09 90 00 PAINTING AND COATING B. E•lr.l Maton11 1: D<lllvortoCompany 1 qu art or oaeh color andtypeclhnlshcoatpalntusedonproJt CLl"contalntrs, proporly lab t lad ana ~ui.d. Manulacturor•unlen noted or o1h11WIH In arawlng• or dlr1e1ed by Can~!rucuon Man agor. 2. Sherw1n.wi111am1Company{Tht ) 8 M011na1 Compa~OIIIIY: Pt<>V1<10 m•I•"•'· compaubt1w11hon1anoth•tandwolh•uo•1r•ln 1. For each ca;rt In a paint system. pr11Vld1 producl:!I r1comm1nd1a ,n wroung oy man"!•c1ur1nr or tapcoat lotu•a 1nparn1 •y•tom andan •ub1tra101na1cat 1d C. Colonr: asna1od/d111gna1tdln draw 1ngs. MODUS. INC. ~•O STOCICTOt< STllEEl ~AO FL OOR SAN FA ... NCISCO,CA~•lDII verizon" VERIZON WIRELESS 21e:.~~i:~~~~:.1~~ :_u;;; ~ CONSULTANTS tO .... 0 c::: co w'"'" c. B ::, (/) u c.. 10 LL en 0 Cl I-I-> z 1-aS~~ Z~o <( ~tij~ciM <i:c::<i:<{~ ouuso <{Ul()O~ s;ZzC::CD o~.=oM c:: wc:::::io Ut-WO'.li- -U) a..:::> ...J LO :::> 0... fficoU .. ::, <O z [L Ol [L ~ <{ ® ' . , A. ;:1~;,:g "'~ 1 =-:~!~:::~n::~~a;a~-lna~:i~c~;:p~t:~~~u,~~ REV DATE ISSUE 1na1cat1d. 10/1612017 90% CONSTRUCTION 8 . R•mc-... nafdwa,. ano Jlmllar 11.1m1 1ha1 aro n111 ta IHI 6/812016 100% CONSTRUCTION pa1ntod . Ma•k 1tams 1hatcanno1 IHI romovod. r1lns!all 111ms J 6/22/2016 100% CONSTRUCTION REV. c . ;1:::h.:;a;;~::: 1 :~::~::~:P~: 1 :, .. 00,0,1 oog,nn,n; 7l 16f201B 100P~~~~,;T~~~~~~T~EV. pa1nung1nthatar11, o.ch1aul1painungs11c1un,ng aparauansw1llno111am1g1newlypaln1ea 1u<loc11. A. C<>mply wHn re<:omm1naat1on• In MPl'1 ~MPI Arch1t1e1ural :~;::~:d.Spec111oauon Manu•1-oppl1c110lo to sub~U,,1 1$ B, Pain1upou a,unac11Hlln l;na11<11na11d1naraw1ng 1 C. 1 ~=:~e1i::ti.. a==11raing !O manu1ae1ur1r• wnn1n 0 . Apply palnll to prcauc1 •urTaco tllmsw,u,ou! clouarntn. ,pon1ng, hol1aay1.laps.orushman.s.ra11u1r.1ck1ng , runs. :::·:::;:i::·b~:;::~r •11rrac1 lmponoc1,an•. cul ,n sh•fll I. Hund1rcoat1oroth1rcona111on1 1h11wthroughtapca•t apply adl!IU<>nal caois un~I cu"d !Um hU • u"ilarm lHESE?LANSAAEINStftu ... etn sOFSERIIICEANOARE FOR rnECUENl'SUSESOlElV\MIHRES,PECTTO 1111S PROJECTTHESEPLAIISS'""'l.LUOl6EAI.TERED "'0DFIEOOR REPROOUCEO IN PART OR IU \',1-IQLE WIT HOU T PRIOR V,'R1TTEN CONSENI THESE Pl.ANS ARE FORi.!AnEO T06EFULl.SIZEAlo.flCHD:•·Xl6"" COt>VRIGl112018JAMESVACCAROo.RCHIIECl iUC mEETIIILE SPECIFICATIONS ~1n1 r1n1 sh.color.ana•ppearanc1. 1-c-=~~------- SP-2 ~ ~ <l: -u ,_. u u ~ (/) -w " > u <i:"' -, " z a ! 11111 1 um ID UC 111 I! lll ll ..:,:i i: I !ill N .; o..:: £00-oz-9 l £ 01 .lNDvTO\I MOl:I ::me nd :Nd\l 1'l0s6 \l':J 'ONU.l:13dn':J 0/118 >133l:l':J SN3/\31S 9996( 01.LN3::J\lrO\I MOl:I '.lllBnd 9~08Sd8 91,.0~3dn8-::IS . ' i ! f ,. 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