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Exhibit 11 of Attachment 1VICINITY MAP <7 4 PROJECT DATA PROJELT IDGRE59: 16]64 Los LOS 4ATVS. � 409] F= G[FL:C RJW, LLG 154.. L-0= 6ATOB BLVD &AT09. GA (HO) BI}BCOO F5 w N): 5 W. OF FA 5FPL95: YI 5F . 2 O5B TOTAL 5rA ......................... ................................... ............... ................. 2 .. ft . . 51�F� 6,515 OF PRGPOSw WSTNI FP*T FW 1,519 OF 1396 OF SBLGIIO FL FVF (SO. OF) I= (10 6% OF) 4294 OF (99.90 sr) I'" OF MOO OF) ............................................. ................................................. RMT F� LESS OF 1,246 OF FARKM6 ARSh FA PODIUM) 4.M2 OF 0 OF GRI`/D4AY AND � (60h% OF) 119, (61,5% OF) PROJECT DIRECTORY GWIL ON6NEEK I WKVGY� KONLSAAT . ASSOGAM5 HANNA I BRUNGTT, GNIL ENGINEERS 51 UNN91vRY AVE. "- L 1651 M&UEBORRY STREET LOS 6 (ZTf5 ll� 6 CA TK-: �2555 TEL 842-21013 FM (4081842 -3642 A HITIZY SOL5 19*6KEEK DAVID FOX R6'l"gD &EOIECHMLAL W LNN ITY AVENUE EN&WEERNS, ING. SuiTc 514. 1430 RMLROAD STREET LOS OATOB C �50 &1LiOY CA 95020 TEL: (�a) .54-4ST7 M (46&) 545-6009 SCOPE OF WORK A NEW 6,945 5F OFFICE 5UILPIN6 AND 6ROUNP FLOOR, OPEN PARKING GARAGE. SHEETINDEX A-1 DOVER SHEET A-2 SITE PLAN RECEIVED Cl CWIL COVER SHEET C2 BLUEPRINT FOR A CLEAN DAY CS STANDARD GRADING NOM C4 PEMOLMON PLAN CI 3 1 2014 S PRELIMINARY GRADING 4 DRAINAGE PLAN C& STORM WATER MA Cl EROSION CONTROL GATOS Ll.0 PERIMETER FENCE LRi9bNNING DIVISION L1.1 FENCE DETAILS 4 ELEVATJ�! L2.o IRRIGATION PLAN L&O PLANTING PLAN L5.1 PLANTING 4 IRRIGATION MrAIL5 A FIRST 4 SECOND FLOOR FlAlb' l 020 A-4 ELEVATIONS A-5 ROOF PLAN I CP.055 SECTIONS A-6 STRE67SCAPE5 A-'7 SHADOW STUPIE5 REVISIONS 6/06/13 z 0 u U 0 O DAM 5/15/15 SCALE: A3 SHOWN IJOBNO. SHEET A-1 OF EKHIBIT 11 of Attachment 1 H In 2� ® VICINITY MAP NO SCENE 91-TIFATO-1071P AC ASPHALT OMMETE FL RO'AUNE SID M AG.AEGATE BASE G GAS UNE SW AD AREA MAN GM GAS MERR T BE BEGNNING CF CURVE M MADE SVM TEM BUM BIADMG WY GUY NRE FOR PM x DOE BACN OF CL1VB GV GATE VALVE TOO BO BLOM OFF W HIM POINT TOE BYF BWUANE FACE MV 'VEVT OF ME TYP GTV E CAB TELEVISION P ROM MPE W W CATON BASIN Y MAT POE MM G VINO MIET 0 JOINT WENCH WY a CAT0.LNE IP LOW POINT MATER "FO OP CORRUGATED METAL ME .0 MAMWUM D CO CIENI OUT MH NUMUM CAC CALORIE IN M HOT M CONTRACT WRB 4 GUTTER 0 DROP IMET MU OVQMEM UIYTY TEVATIM: AM 04 FEET DIP g TE WW ME PB FML Box DESCRPUN: DWY ORINEMY PL PROPERTY ME uOTNAT E DECIRD UK P.S.E. MEUC SEANCE EASEMENT LOCATION: EC END 6 CORM£ P.SOE PRIVATE STORM MAN EASEMENT MIERSECTW OF LOMA &TA AVENUE AM MOSS WAY EG EISTNG MADE PW PONT OF MI MT0.YCIM EEEA ELLVAIICN RCP IEINFORGED COMPETE ME BASIS OF BEARINGS EP EME OF PAVEMENT R/W FIGHT M WAY THEE ESNNS ME BASED ON THE IRECORD OF SAW REOMDC) M NOVUMOR 01. 1966 ER END OF AEUM SO STORM MAN ME GATOS BWI£VARt AS SNOMIN (E) EMSTNG R SANITARY SEMI PIPE FF FINISH FI STAR STORM OMAN III FT FINISH MADE SSMH SANITARY SEMI VARIOUS A FIRE HYDRANT F S RWLE POE STANDARD ARWN% —ONE ME TAPMMY BENCXUAI OP M RB TM a BNM TQ OF a" TYRI WATER UK WATER MATER WATER VALVE Preliminary Grading &Drainage Plans. for 16268 Los Gatos Boulevard in the Town of Los Gatos Santa Clara County, California +' apn 532 -06-0 / r / SMIY a p n 532 -06 -055 CHANG CIO �... a 53- r _ isturb rea O x r t. I / J apn 532- 06-075 / _CALVARY BAPTIST CHURCH �W apn 532-06 -053 f CALVARY BAPTIST CHURCH OVERALL SITE PLAN SCENE I• °MI' NOTE: WERE THE FlFN OF HANNA W BUNETT DOES NOT PFOWE CMSMXION STMIS SAID RDA WI ASSUME NO �ASENY MNAROEMER FOR NPROVINATS CCNSTWICTI MERIDI NOTE TO CONTRACTOR CMTNALiOR AGREES THAT HE SWL ASSUME SOE AND COMPETE RESFONGGUTY FOR JM 97 CMNTMS DURING THE CARP M CMSMXTIM M US PROECT. INCIODRG SAFETY M All PERSONS AND PRMIIT; MAT TARS REGIIRAAT STALL APPLY CMiINUWAY AND NOT BE UNITED M NORMAL W.MNING XWRS AND TAT THE COR IDR SNAL DEFEND. INDEMNIFY AND HIXD IRE MEN AND THE "I HARW£SS FROM MY .VA All HABIUIY. RSA. M AUE ®, M CMNECTM WTI THE PERPORM X W AMA M TITS MOECT. E(E TNG FOR HABUTY MISNG FROM THE SGE NEGIGHHCE OF ME OMEN M ENGINEER. DATE: 14 LEGEND COSTING FRCPOSFD HANNA h BRUNEITI O PryryfFESSry_ 15066 LOS GATOS BLVD. MITE 109 -133 DMTDR EUNARON = I LOS WTOS G 95032 — WAIT WAN U) M1•uv(minn%1.u15TMU CHAIN (caul rEVnl a ° Nu`NSANITMY KE O o W CF MRB B£'AMN .. L ME NKRT REVATM u" ARNOID R. BRUNEiTI RCE 171 66 PORTLAND GMMEE MARM ..+ M51 EQUEMNVY 506Ei FLUME EIEVARGN EXPIRES 6 -Nl -216 cryrL ! �'�4"GL1N AMBMT CONCRETE E ATM e TIP M MATE FLEVATM � TOP M WA1 DEVATM JO V APL DKNFHNHPAIAIHPfMINETII.CCN BOTTOM OF WALL 6AAMN '--h ^XV ELECIRAER Np•2o j ROW N O . AM REST E O MARB cE ❑ ■ IM MUST IM MATER "FO V Y ME NYM AN ® D WARM VALVE ME •� 9MWAU THESE RIMS ATE BASED ON THE TOM M LOS GATDS BENtlYnIM. Mf !_ OIIM Cn WRB 4 GUTTER .DINT TRAM TEVATIM: AM 04 FEET RETAINING WI Q ° FAIR LATERAL DESCRPUN: TREE TO BE REMI uOTNAT L fl- RP-RM STANDARD ARWN% —ONE ME TAPMMY BENCXUAI OP M RB TM a BNM TQ OF a" TYRI WATER UK WATER MATER WATER VALVE Preliminary Grading &Drainage Plans. for 16268 Los Gatos Boulevard in the Town of Los Gatos Santa Clara County, California +' apn 532 -06-0 / r / SMIY a p n 532 -06 -055 CHANG CIO �... a 53- r _ isturb rea O x r t. I / J apn 532- 06-075 / _CALVARY BAPTIST CHURCH �W apn 532-06 -053 f CALVARY BAPTIST CHURCH OVERALL SITE PLAN SCENE I• °MI' NOTE: WERE THE FlFN OF HANNA W BUNETT DOES NOT PFOWE CMSMXION STMIS SAID RDA WI ASSUME NO �ASENY MNAROEMER FOR NPROVINATS CCNSTWICTI MERIDI NOTE TO CONTRACTOR CMTNALiOR AGREES THAT HE SWL ASSUME SOE AND COMPETE RESFONGGUTY FOR JM 97 CMNTMS DURING THE CARP M CMSMXTIM M US PROECT. INCIODRG SAFETY M All PERSONS AND PRMIIT; MAT TARS REGIIRAAT STALL APPLY CMiINUWAY AND NOT BE UNITED M NORMAL W.MNING XWRS AND TAT THE COR IDR SNAL DEFEND. INDEMNIFY AND HIXD IRE MEN AND THE "I HARW£SS FROM MY .VA All HABIUIY. RSA. M AUE ®, M CMNECTM WTI THE PERPORM X W AMA M TITS MOECT. E(E TNG FOR HABUTY MISNG FROM THE SGE NEGIGHHCE OF ME OMEN M ENGINEER. DATE: 14 U 0" Z W� rc > e HANNA h BRUNEITI O PryryfFESSry_ 15066 LOS GATOS BLVD. MITE 109 -133 = I LOS WTOS G 95032 4PA=pOW�F ,� U) TEIfAAE 650 40-4566 )C... /V�� O o g g tin meF = A L u" ARNOID R. BRUNEiTI RCE 171 66 ca M51 EQUEMNVY 506Ei e EXPIRES 6 -Nl -216 cryrL ! �'�4"GL1N • V e � JO V APL DKNFHNHPAIAIHPfMINETII.CCN +• F Np•2o O z i CIO m IM papa Cz c: BENCHMARK •� p 0 THESE RIMS ATE BASED ON THE TOM M LOS GATDS BENtlYnIM. L Cn BENCNMARI I¢ UGH p TEVATIM: AM 04 FEET Q J DESCRPUN: SET BRASS DOW IN MONUMENT 1101 STAMM U#41' L � LOCATION: N rn MIERSECTW OF LOMA &TA AVENUE AM MOSS WAY O �T BASIS OF BEARINGS THEE ESNNS ME BASED ON THE IRECORD OF SAW REOMDC) M NOVUMOR 01. 1966 M B%X( 216 OF MAPS PAGE 121• THE CEMFA ME OF LOS GATOS BWI£VARt AS SNOMIN IS NORTH 20'40'M• EAST. CO _. C L> FLOODZONE STATEMENT CdIMUNITY PNEL MUMI MOfliNTTI ; M/A IEMSED. MAY 16, OEM O e RROECT R LOCATED IN ZONE X ZOME x AREAS OF 12i ANNUAL MAKE ROOD; AREAS M ERR ANNUM CHANGE RDOD WT1 AVERAGE DEPTHS OF LESS THAN I FOOT A WIN "AGE AREAS LESS THAN I SCUMS NIE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL WWI TOM. OWNER FLCRM EARTH U 0" Z W� rc 15066 LOS GATOS BLVD. MITE 109 -133 LOS WTOS G 95032 TEIfAAE 650 40-4566 CIVIL ENGINEER p V � HANNA 6 9M£TTI Iii M51 EQUEMNVY 506Ei o S wa 2 u WtOY. CA 951 ORM AM &2 -2173 FAX 406 &2 -3662 n APL DKNFHNHPAIAIHPfMINETII.CCN +• Np•2o IM papa C)l SHEET INDEX 1 COVER SHEET 2 BLUEPRINT OF A CLEW BAY 3 STANDARD GRADING NOTES 4 DEMOLITION PLAN 5 GRADING AND DRAINAGE PLAN 6 STORM WATER MANAGEMENT PLAN 7 EROSION CONTROL PLAN 10'7 aW m O Ow 6Z to, aw Blueprint for a Clean Bay Untie. Runoff Pollution In Rte Santa core vales. stonn drains low directly to boat Casks antl San Panderer Bay -with rm assonant, Urban rvr.R pollution la a serious prober I., wedw. deparm ogi on our watemays BM for Me people who use near abeams or baylaMa. Sarbunrnron ... a Noun moon PaMIM Inputs, spitted al, ft"K arm Cher RUMS from AmOes arm Mavy egapment. binslmcmon deWb: am odar use materials Audi as seem, Contains, and sal. Tnllmn Alley Cgim bevy jahmd tag ifni, A Saga care county am Sam. Cora valley Water Durk to sduwa and engage local residents, and husinessas in prewming urtan nnoff pdidlon. We hope You oral into M by using Me predicea desbaad here. Split Baritones, Ageneles DIa�0.�Aw romimvwu swACaavaawmrmunts anamnn.nm crmlama awbn msnnera 14m)eESZoD sam Nra CunAY EnW I29a6l %Yw %mew (ISI ^.996o6D Ior man Inbmadon on naatl splu, eunb0 aa.mlm loop below %w ow•a trim, lamaw:da Ile —IfflaMpmNUn unil 1Kdrl6eTbo Nina NnCar es.am ericarrus rm mne win wnm,rt (meran.nas SaMaCW Corm, Rarycp b`I" (COI svzsana am J»alemcureworn,rOki smear Plea (sa)"5x00 curwkop.wr. i =npw awananaa Lm cLa saaya hmarasWeA upmabpR muster Fr irmn PrWns IaPO! T %.zm3 Best Management Practices for Construction Activities Hanna • Brunetti He P4 BDArE •CA Ensx.ere . Lane wnrerws • veRr. sous:. .CenaWCCm Nmegma• D6ffiGNID BY GinuY Cdikmu (109) e62 -21» cREctDa ar: General Construction and Site Supervision Fresh Concrete and Mortar Application Painting and Application of Solvents and Adhesives Advmw.d PgmMnp O snow scavar, on P prorum ft, on wlan. Isp • Pun water.as. mroa Ahem ens or m m rmuce vemenkoraran eapsmly during ndinholon. • onianna arreempbyma Mo. isu rN.l..show • Ihbrm aubr.«my Woshoal mattreme, view mM1. Designate nquilMmnn. • users am.n tawYh«n air uA. M doml emb IMNs air si pa"mvenkle amine aim rirmus ineirmusnos n.r • Primus, and MIdaRlb't . ust s pBpM1 C Gamnp. Eroaanam Sediment Corms Plan. • RoiloC proof Of Noludes no Ve'peo,,m pp.AAa eke apedflc a and 1 a more Man sevesaIsit rs ablukee (bml, ell pluses) Adverted PWANA i Nouaehaedng r.1 TrxnaMlmomlempbyms on .tartmabr requrmren n. • D.al,naaanarmene,hom flake Nld smn11 ra'arn Able M pules usionewhing. ❑ Disputes traps, inma inn area wraaaotm reCyckry Ar M -atte tlepasal. ❑ D.dgneldis ameawinnes W Asi aM s ordi Ansel in art M metaner arm wale einted ❑ Probcicamhnoff i,Mani, comsawnrwwlfcanne salk" Coin elm eo xdirtmnt CaidMr use of e boric mean m rmn rme aim U Bestir pulpmml dr -she. a Nrminwiom awater.w wafer into rinse( guile+, elorm aiein.d2inape aimh arrleek. Advanmd MAN, LC Tian am inform antonyms ! yl:aeNB MRPI iq5 � `A� n Mi' r'PnNn INe L "•abT0.r NIL" e -, LB LTef 78c� 5 NN,cAil Near reapousi to wow ksl Lq r YPFO n.�0 ddc I� ap� �J Designate an area awe, hum Hanna • Brunetti He P4 BDArE •CA Ensx.ere . Lane wnrerws • veRr. sous:. .CenaWCCm Nmegma• D6ffiGNID BY GinuY Cdikmu (109) e62 -21» cREctDa ar: General Construction and Site Supervision Fresh Concrete and Mortar Application Painting and Application of Solvents and Adhesives Advmw.d PgmMnp O snow scavar, on P prorum ft, on wlan. Isp • Pun water.as. mroa Ahem ens or m m rmuce vemenkoraran eapsmly during ndinholon. • onianna arreempbyma Mo. isu rN.l..show • Ihbrm aubr.«my Woshoal mattreme, view mM1. Designate nquilMmnn. • users am.n tawYh«n air uA. M doml emb IMNs air si pa"mvenkle amine aim rirmus ineirmusnos n.r • Primus, and MIdaRlb't . ust s pBpM1 C Gamnp. Eroaanam Sediment Corms Plan. • RoiloC proof Of Noludes no Ve'peo,,m pp.AAa eke apedflc a and 1 a more Man sevesaIsit rs ablukee (bml, ell pluses) Adverted PWANA i Nouaehaedng r.1 TrxnaMlmomlempbyms on .tartmabr requrmren n. • D.al,naaanarmene,hom flake Nld smn11 ra'arn Able M pules usionewhing. ❑ Disputes traps, inma inn area wraaaotm reCyckry Ar M -atte tlepasal. ❑ D.dgneldis ameawinnes W Asi aM s ordi Ansel in art M metaner arm wale einted ❑ Probcicamhnoff i,Mani, comsawnrwwlfcanne salk" Coin elm eo xdirtmnt CaidMr use of e boric mean m rmn rme aim U Bestir pulpmml dr -she. a Nrminwiom awater.w wafer into rinse( guile+, elorm aiein.d2inape aimh arrleek. Advanmd MAN, U Tian am inform antonyms on "AnNeW npmemwrta • Mrs. aubmntrectbs Raout Near reapousi to wow smmirnew nquaenenb. " • Designate an area awe, hum IXaekearm swop drain MIOe braabrtai arm waste ❑ sMaOn. Defignaterninsisrue,intrin O rreud Mmtln intent dmnmg niter, points And so Wnuruen Ha.skeN,pw0 ❑ C eedw mint on Mpaint t .nay inner, t has Me sburK gala!, 61artn corsair lain am fleet ❑ sloe am use al Rauh pain - a away rmm neat golso. win nd asek- ' ❑ Proudde AIN, Nm a. m a , coutimrM aside. s ol thinners glum:9, - Special Note: As a Contractor, site eupeMsor, owner or operator of a ste, you may be reslionsible for any environmental damage caus � al by your subntraclors or employees ". �� Namur " in Nmneake" ❑ D.agnae an arm away son banks and amen dma rabb M nulerial and wrote slmage ❑ �arpamcr larodlrer ee :Nan Anhui pro, :o .W da ir, Ann O Doves and mainbin done( re. kBmm¢a moor a.m use, ❑ Prose. ferontlary mmainmentM SdvTis, mine, `Okda Muds, eb ❑ MslMhn Wide lama and cwwM: apuMly for bake ai ❑ RepNra sipment sou, ❑ Ciassonaplmarm leaks rnmuaabry uuy'ary pNMe' ❑ DmpoeaaaNwarkus, ery - slurps e. MzaNOU9. Win, h ❑ 'ren Amur dower m dean pavement or Impre waem ❑ n.Arbury orleaA wash nm rip avmu. BdINS or nmr iYeaks During Construction • MIX My smear of nmh (unmet. or mbar mat .11 be used in a day • User tarry. or bar, pnsbc Ens dotna mreer wman rbxers am mun mWpmenl U cabaana wastes arm exam mm eandiall ariTls Psandau rsbi h, tau gamage U ..ran malaals Ran wiM Co, sari ❑ Coverall inartern Around sip, kfirvmize Inter around ate ❑ Clean u mnedumy orug'dry «roa- ❑ Wesrw ,to ArvAo from se . dAi ro reach or seta smrm drain U Nerear day abase Ards. u reamaIl19ILpm. gURafs.« mar Leeks Clean Up U CovN at use on, bprkrr to and dune, mu ❑ risen p spins and Ium niarm ably USinq'Uy meMOds" ❑ Depmaolalt wmlm oropeny -auY pW. hosedous. o.ream. ❑ N.var Acura dorm m dean pasereent«o1nN v.d.a. ❑ Nurv«dean brothers on equipment In Ina area, ganef. smmrdrar creek. ❑ N........ 9MMb, rush nano, Abe Iptans In me sleet Bolen Mi down « eek U N.vN pa, or Ware wade ..Is M ressi guaNS. « oner Geem TD W OF LOS GA i0S JANUARY 2014 Road Work and Paving Operations Earth - Moving Activities Heavy Equipment Operation p°reseuga�vk s t os o1 w1 pscr �- ao-r�v: Advanced Plannlrg ❑ ecbedme eauralmn am gredrry activldm Mary wmmN yalnsroussorro wed %.m M usentrtpmgwaabou ❑ mrwmporr d«eahad spi rasponsrbiWymbnow Namwaere"snurr n ❑ Dnlgnaa an area away from fYBekY pa abnrl ream InIOn Mafirgis dng,ine nnMky aM mrdrm mdprmnnm mde ce nan ❑ Preps , "main on eminent an EroMgn am seaim.m Conroe Plan for W ns sewn ❑ pmNaa lea sa paints. VOm el was, as paints. or sun aster ek o am Airs beam arm coat. sari,. .tot, sg 6fil EOai 9Wrfy amt, rag 9N!. at. U R.pk mupmem ort see Advanced Planning U SAMduaiorsnudon am ,Achy stino ea for dry wormer periods ❑ Train arm lnfoim ampmyees on stbmwmer nn,wA e. U Designate an arm away from ,anse am too. drain mNs M auto penury, vMk:, raf r.hng and muAn r muipmem maefirins z. Repair equipment Of is U praperc manlarn and implement a site speoflc Grading, Erosion and Sedmenn Comrd Plan ❑ Pmvmeproorm Nq May (m RWDCaj, SWI irWudma are simefp SWPPP. N m«e 0 ji Assad ng �I a ripw mmmamlwnen U Abvmdkdbwyaar a-pwtaidbldory c ddusim elm eanrd opambna duril a (user mockgaea worm aria Show rain ❑ aboml OrvN auea W slurry, WON pourpea psft W. i trunin i t floor Aqua, nmF Mdnsarmbeek • cNan -up adm and lam ' vuthims,y�np' dry , Aram...' • RamevaaMdspaeola :l wastes properly - recYa'aEle. Famraouc, pe Dp Mlum tlramarl lM Sea ` lubripam. ❑ nnon eWieraw.arposel al from BgdpmeM ee A, aggtm nt mdustwl,gun. treatments Industrial, sk Buser dorm Oran abeek. G NevN Aoce to dean UP muel 4A tracks. Dunn, ConeWCtlon J protactaua r,tremend vepenlm. Perim" only rim a nemseary J FOa«C3 tuain!meearM creeks rrwn nupR ConsMer useaareEncmeMitiamh line deb ❑ DuNtwoespin AMmnoR abomente asmreduce Mont semasdl • Plant umBararyuarporm any, mpecrally rip exorfatl areas not spreeuied M Immediate (um and red • Imaaerosroe It oadMent core, bermeit'! • co abopdm alwv! win aMr amdarn, mabrVb INCrm am tlunnB reM ' Deteahp Conemlrute0 sdl or Groundw.ur emanimwar«immnw ia.,..iimmpmeNm maw sra car.v.n.r Leer irmm'imrs if amnmrmean RAT. e.uvelwnvd Oad'ir5 wok alwMSwa spe. >m —4 dkWbrLm,aMy Y Xs &sadpmA.rbbo.asarn : Abnmrwwarpmrm maw ' - TMr�ne� rry�w - win ry I �___. -, a :ii�aF^e'wuaww :Ana .•r�a9+ieo-rVIN1,Dr Advam.O Penning ❑ onln aM m ln. emaoyaes miwatN tmunenrenn U IM«muouro ado wouir IMF timer arny1AMsW seam use ar isea sat ❑ Dmlgnaeanareaestarn, Ion linen, forks and and equip mMS 1w a soil Notes, perking arm dmling. ❑ ProNtle en nFaile lOCetmn for met« mupment raper m mamumanco, ❑ Pro mr te", numerate for an equipment Cheok truarenay M users U preside secondary p Wnmenl for spwems, pants valid. flums e10. • Daposa of at wades pnoperyrecydade, hismA.Us, urbW • De Mi uee Amer on na lutisant. NAUeakmping J Use dup Pam anal «drop Wtlm Min baducbng . marts"unne adi J covNequpment.. msunab pmt to unit our, min ❑ CwN arm maintain dumpdmuM ape ere kanimae MlN a ❑ cdbcl am cdn.in all spar, , flu pia in .Pea. won MAdgAt Mlny line. ' Care., sprls and asks mmedatery using 'dry marotla- U In. an Aspen maend hem is urlNnmt into a st eel or, Noun dram nM. I ❑ Me Neva dean uiprmnlwNa y mM a I' eq i! ❑ haver bury « I.N. rasa Assis s ro sense, queen, or user beska 1 A lAU maunalaGPled from- � y.sa,y i.e.raw it -- ,aa..P.�reeiA•p.ii - Blueprint of a Clean Bay 16268 Los Gatos Blvd - apn 532 -06 -060 SANTA CL A R A COUNTY CALIFORNIA 2 mwx oP LOS aAYOS snxDARD GRAaNa xGTes 1. Mvent" mJOmr m Clai 120 IN Town M Lo9Gaka Grading 0o 0SISASa, inn Small California Bohan' code am file al mdion0 U spGwd onprwS�set pn tliaw pNrS" leflulai uglM ear�laz �a 2. m bemed ISPne TwMofIan Gatos, fro Srg Plw�aMe Q. Cl Gredg P.malsed.141 IT.wd.. Gape, ,CA WaW €4 OepNnenlbrnbd M4l MISS Awixre.laa Gal., CA MW 3a 3.APre4ob maetirp Wll be netl wNn Ma Tam Entmeedy trepans. from >w nu Daabnerd of Palls am PULic Woo. pior b a, rWdl being down. i 160 Gnmmbr MMl cal 1N lNpxuaa linSam any 9 Sh.1, M lea 46 of0 hoasPmrmairy greGp.r artlkrroh TM1 setrylsM1wMirmm: p a Aaemssiondul Pap. mmiN.d easel. walvrg MUa, Ke maimmem em Ohm mnauudbn mMlrs; FU b.PtbbMmgemem inwmiptlW C.aa.w am ApplbeM Mw az rem am amemam urepop. miSlansdappaa(em win �o era mermllNtaH prdM mbc.nka.on Nw mad am �w urmralon Non of S,-onmen4lny venal YMmM, a maythe Pn1je. mnEllbrs of ppaMwa be paledon aN al dl tlmes .w tludngmmnNM. p4 A Alai mg am Oros five ma. ma dewbm, d. maSmsfalf, for ma mrramondmiMMx ,,foes or.w,Wx c.nlaiNtl ttrMain. n, mFi., Andlu.mici con ltllmdlNimpmmpms,Wbici..edam safety miffamoddammad0 .M1.n6e T.vn Spedi ms sa to a govern MpleM,IN TamE'Ner Hen new lW Smomym requirearchm ation ortlmanune amroapeGy Re mamerNMIdI M11lJ fire emesmM made. f 5. A(ivowldlnia pl.ra{�es.n,}'bme9aap..uw,bn. pl.emeM, gN dmmpeaWldpaaalem mdwll. TMSm.raiido.s mlmmm zp� �Y dgmsdaaYmdmer WbYCPmpmY.Pw Pawl PnoPemddnm 7p damar,ol mntliwm aPPmwldam nlnerimpamienls. 6- EreamlG minimal SMY be moms inl. flu are. dou' tl. dunN °a NWed away, Nom IN Ole m. al dal annoMO bmlimy, X T. n Mal ba, me,eamrxbiuydme Pam,nlae. Lanm..m amdY. �2 bcam.tl polxY an urmpmund lacilluea. Pxmmw nCanNClor MaA �p saYy LLLTlumar' foam SeMro nlenl a, t.mo.2n360oam'ulimamd rc ae MUre glnot m.e manumys Pd.rommmavpanw.x jw & Aryaerg aNa NPMOmad inaucnemaner.mwmprywim the jF abmartla es.bmlydgma tirpmfiry Mena'emenl Darricl briMVne pe,lkalba. ? 9. iN CPmr lrr ahell.rnPy won a ®but, Oak amlWerel I., may.. null am again.. yma".xod, i um! Pn mess plum. T. d I Man indme.W t Immum. Safely arm hoof maned m fliati.0 66 Samb m by o, Wrgam m me Ooua ml So" am Heats At �Z L1Y doer $pApGe p,pic aulMnly. 10. Tne Gmeal Confial mal PmWlqusxkd wPmnlon on me job ail al MI emu array Somona m. j 1f. HenmMdam wnidmnlmm MOn NaM Utl nrWW gaibeneN =5 frrft fkonplelnedm'il engine. @alNdto pamr' km wrwryirg. _ mntN f.ie.ng Hems: e. pamman wMLbpol red applwfw vow media (au f GmflS 5U Efift maeamm. am a(plle]Iq Mme TVan MLas Gam Boe mp Oep.. an aj b Toe end W.1 ts em (rY 9lq. �¢ 12.Prto Peuama d any pant, IN amllomrts sob ergraa ma reabw wa an foal gip am diaimpe pl. l Snai flu deign fW fir b,obaff, a, raa , w W, Ml'naafi°. and ail d2Pnye area a.ma.ro lm moor r.nmmnlmlbna lM tlu Po. .. Soma er 1. '0 TN appuuM 'e avlelVl. a(pveM" tie of C.I."d to me TPwa eHNraybNragsgru,g urep.aa Soh, En'. flMabro nspon No. delta ,20 NNr Na �tlma 20 _,ahW NlMmgmy mnp'md w%h Bnm tla nerdlpwd rregd am J u%aIYaOXmurnNaVen be lareby alrPemm am m 1e a ert.l Inie gretlip pan. 13, Duft mnMm.brt all erawibm am "fig Mau ba bapmlal by Re ePplcaMS nails mpraer, TN mplrear WII ba rwlifiod a1Iw9 M Iqurs tie zYUalmm25mamaror .�annryaW ltlwd BrabnlApa.led*abwl ..n am/. po-vla q¢q.iala.ups m ore reert ng aul tma6an. m .M Au eflunm earanareppowepedl'dWN Imbammaenadomen soil apntidaiaree tya Taws Ireng M MWI N foal awe,. d.m rmyNM dapeepbt nwoM1 being Motioned). Ia.TN rtlYN d IM mramounn Ldanatlon and math, d%Utl ba dvamenlal s. an ya W i• Nroarrepwl wwarad b ue eppdums' ruble an0. aM a.M. IPr. T.m'a miew aN P. W. final release d msr mwpawr pIXmlf Ia.m1m. 15. All p ola ant giWCantab allot Prep. Y'm may be seer at am n a ama, dMCBNa wMllbn minfl i loflun Svc nAm,mflry c auma needed. INn ki wrpm noul m ap fol nypyl am IN Tawn of lea call R flft Woas Cis a -aaa ananp p.,, N kdY.re wSk m ffiea¢e 11(MUn W mdoana Naa.'l Mnwuftlearyeaa wntlen Saint) of tie Town. No mmaMl or "Will Sul N afmMm tN Ibuc or .dram rifil I&Tne conoaam still IreMll am mem an I.. bm.S. ", m. aq,u tlW am mwcsary b pro Wayrele wemlrg ariNprdectlm b me pall mmtim.. t8.amleral CaMed.r Ill areiMml 16.CwtlpCwdaabin avabel): PNOra: p Buildirm Drivewav/Parkine Landscaping an: 537± CYEpan: 530± cut 75tc.y. cut 469-+ c.y. cut 52: c.y. a nY:�+ cy inaram .a lip 2t c.y. till 5t c.y. fill Ot C.Y. 21. Mal Mai N ..bade on Me situ at a Emm.Ar, gonan, raEans W pcpdy annual Intl onflat 22Tka PMn N00,aTtalgaw Xw renwvald4ees. AWrWrialO. iwnewl I'mr..mmanadaalreao mnanona,m'S.'i:red.Tram BemwW P.mtih am,epri,ed Pd. m tie ygioval m W plw. TJ.ATwo EvA Sl PamilumWiud Me ,1e1hof m firea, am Smalsvay.ASkm Tap.andnrua Pemiaefl Ana lb my want halm Bra.dplaaf onn (Ming aCls) -TN i m ial 1, / m amatStill N ,aamm, noortllnadgl nPN.nrmgoMerWwnw...rel ap.v.. 2a. N. mass M bail ,a f. A mflI lM1.d salialac:wy smarm roman moommdeadf1m,. Aadalregeanmoick.mINfon or ~mall tlnlrrgebeauty da aranerosive mama.appmaad q tlw Town Erryroar. x5.11 va oVe mapmW.Nydwn0ad. erWar oymx mnuW sure blot an 5n Aetl 4aTlN pubic dpnld -waY iednrred uP OnadaiWpesb. MW. tl1.Wrackamdher.munch-debris SINLLNOTMwa mm iN T.an'a Maim drir¢ 26 Cxo] ho waFwpng boomea SW be obwaed 0 MI Mme flan,' ma . aanumal superlmMmrceof on-am m.NY. Jui Sadoa n-q a Perron .1 Pa. AMS,b d mm a. el as um. dumg MM1irgfWra TNSwirgdil - dho'naSu konlneaiaewala amM1N MReI Wo M LB dbwad unless a meW1 perms k lwm q IN Eryraplrg p,¢yprt Tne ad)ecenl publbrgM1t -U-wr enao N kept na lab baldoa am dmommme em.ma day, Fay-n, avi.aln IN .min, tnattmaroma'mmu ft may rerun. fM TMn rortamin9 ma ragWml mdmerynuat fop dOMVOary 9.penm NPDES NOTES 1. Saill Moen mail asmrtmd by cmalr%CCM snail ba NIa1Mtl on sda um, atnably al offlat as rebuirm by Ine Witevnaa General LonatnnMn SMmweler Paul 2. Smc6pte d soil 0,11 w pol coMoi,ad to rda n. amiami unflu on Mom de ma m sm., dminoye Solana. nr adppnt pro,mat. vis vmu. velacls 4YAin0. o, wind AS nalied by IN SISISS Nn GaN,W ConsbucNn Slormwatar Pm ml. 3, Appmp®te 9MPa M oamyWohan- alaled,Ntsnals, wages, sell or term ahaA b, I.&.nlm b minimal ImMppt Mom ura a. b saeetr, d,a mi. ,". b ad aml PMPa7 by wfm. mrb6 as required by ub 6lalenadtla Geeral C.nMVCfon SIO,mWatar PemW. a. Rum6 In.m aq,l{ment and whlall waahing still be mmametl at oo flflfl .sites and flu- Sat W diuneryed b mmWp warm or to the boat sown , drain symam. 5. A2 omstru.uon contra.., am.Amnbaslo mommel are b be matla aware d fN Iequbed bast management practices al gma homma 1p on.res for tip propel die am any aasommicl mnawcfon alight'... 6. N dl and of earn day of mrammlbn a.ldry au conMnuol dears my roam, malnaly snail Nnolls.ad and mol diapoaM in but,. seals bins, sudr a wmn.n met a sash anfl dal oarry Imes of AS, a,Al dael than Mommalr All d ,sup . aum.nzed by an imFAdual Iwo,mL p.11u.nls immde bat me not manal b: sand or J w cnei Iran paints, soma, aealancs, Sol aetergents, O.S. In., pee ledpae,a, wood preemanws and asbestos f,ms, Point Ilk, . tusk, dk, bb U, and nydadc, mdabr ar baden Hum: tip fobbing . cum' modus: Hamadan anal wades nom agPN deanWe .r mhemiml de'reaaing: SAW.. Mom strew ol.mi an deem .MUM .mfr in A spedMd am Salami town pdamoi .mlmwaz. rumtt, al. state eM lMandfla an,anut 6, DiaM.gp mmammaled 'nom l rMer pammAtl by aawalmbg orountll u he bxaMed Mo me mnalrudlon tale s Mflualed Dixlragin' o, comamiralm sdk via .dace and l s alma pah'Mea. Dlsdmglp ngncmlmlualetl gommank, poad A by domaler'i g mawies aqu'ves a Nadmal Po;wna oflaol EtlmiNg.n Syaxam (NPOES) Perm,l Imam Via remeL9w $bale naglonal Wale, Oualiry Comrd Ianupdaled '. fin82°lI V24 Drain Box 18" x 19 -1/2" bm�Na�.0 �r�Awn. o�a�lpr�Pq lrl�inrhl. ..fir mom -no-w mmlo: S-- wow nznaoI ro.w.w.,a.a�..war T�rr«bwaax�' us �rew.wwa.cosse: is nsr dimxTndf C REVISIONS: I I n.-. dvgYlLY ywds2ss,q� REFERENCES Blp]3 DATE DESCR1Pl'ION BY: ROBE. SCALE: hkTr° 4eLa . 0. avyA Hanna•Brunetti f Standard Grading Notes 3 Clw •CEnow9 VENI. SCAM GSeY Llif -nio (W) 692 -2173 DESIG® BY : AW 4 aR.cl¢D BY. .,Ir,L w 16268 Los Gatos Blvd - spin 532 -06 -060 DRAIIN W. TM Na`GLff� JAN 11 A R Y LY 0516 GA T05 SANTA LLA C A L I F O R N I A JOB NO. 13013 ._ / �v —j ms U (+RAPttt:i SCALE O / \ X \ \ \�\ / l leeh m 30 R .98; �i 3 IF� APN 52- 06 -9y_ \ U au6 �a 1 rt10 A0 sawc X , , z ut exist ac pavement at praper�'ly ine�_ as o �r .IT, o no i r ex ng offsite sidewalk`'�� =w am rb /guffertoremain 4 rTBn3q• �.= APN 632 -06 -056 zo \,_ % /y s ,rai ...sros Is. a]i.oivc 8a j m'- m ., )[aN nam Existing elbWric and gas meters ;m a to be bled "tT1'§Nhersr 31a % �m T [M y yt \\ / COx CRETE -I� u - f 20 kr / /tt/ 0 / `r1 a; 110.(bl �P�� )Ai. ; `Z CUB° v;°Sl / >) P '� (/ �� S n C9 � / e.a �� ]m., A ,m. e ��` m •n,u � `�z ada pay 1 % W existing e a Ur�l N T ♦ ; ,, �. /a , y ,,� ),° as iAS me rcrzfi� \�� J: �— > x ,n-•) / / to be removal rm z n x / xe P 1 nlsl �` X8 a / �p 334 II, rca )ax° n mxe' I / Xnax r7mbF um seO -J 2x15�t. S�sr AJ FAVEMEN rI _zz aw SO -m ['§e rroaa I :;alai a[ L41r / I]r°.w WR o N / YYY mN / asz seep) ��ngplaD :s.an I k 'nun for co action point) X9m�xst4'tree �)'a a \ / ,z 1mw / J exisGn building )x )ss.;z IDPm Via+ Ir< / p' 'i,.. )a into A building beremo ".° s� mw \ �m.n M nor cof.AtSTE for exl"sslral :a to lb� �j , / / / )ra: `, n > wa a. ♦]as7, wa/Ni [ �� oR /\ _ E %ISIIng SldaWa( < ^. ✓-�n' I sok )mi / /ro'• p. to remain E existing section of ss lateral ` n ' � v3sz nzo t0 be removed 85 reQ01f2d Ven I n of a $XI hng3Mrm I ♦ + n r` peter lumbing plans /( �exist troe 90� ` 1�( F / ss ]�4). ]to remain sn m. �,]�e lat!]iX .nAm -1 *Ai 10 Is IN INUG ®`Py exsst 1414'�tree eWlsri�241reem\ car,a,z) XfW °ra„R / st - to be removad,. to be remo h j M \ wan / DQ a ,mn / / / ya 1m)era1 m `- 1spxlst Lj �. �0to remain to remain lB exist bee Qi°a: a o / m. USING UNDERGROUND UTMES ME SHIM IN MEN PRPRO%NATE WGBUNS BASED ON RECORD INFMMAT%NI AVN U1F TO ME EN(>IfEB AT BITE RME OF PFEPARARM OF THESE RIHS LDCATM MAY NOT HAVE REDI 14ADm IN THE ROD AND NO GUARANTEE IS MADE AS TO ME ACCURACY ON WIJPIEIENER OF ME INFMMATM SHIM ME OKMACTW MAIL NonFY URITY COMPANIES AT (FAST 2 MCRfflK Wn IN ODVAR(£ OF CMS1RUCnM 10 FEE LDCA)E UTIIES CNL UPKERMMND SERYCE ALERT (U.S.A.). AT 1- BQ?693 -3H1. IT 9WL BE INS UMI OF THE CMTRACIM R DETERMINE THE ERIEHCE AND LCCATM CF UTUTE!5 SHOWN M THESE FUI INMCAIED IN THE BY LOCARNG SERVES. M EADWCE BY FIGURES "BE AT M ADJACENT TO ME JOB RTE ANY ADMIT COST INCURRED AS A RUXT OF ME CMIFACrG(S FAILURE TO NRFY LOCATIONS M USING MMES PRRR TO BEQM.G CMS RUCRM "I BE BDRI& BY THE CDNMAC AND IS DISEASES INCLUOEO AND BE IN THE CMIRACT UNIT FRCS Hanr a • E ry etti HERTZ. BCALR: •CIVI EngFens. Lend SEL'j • 6 VlEB,, sLVP:I • NYNew Nan Mm 9m • D6EGNED BY GiboY ONUNNnia (A BVE -3173 CRE'CICID BY: MEATIER WE: APN 632 -06 -063 CALVARY HAP71S7 C'HURC'H �merdand curb dINT APIA 532 -06 -076 mxs x a CALVARY BAPf197 CHURCH .roam m 3mID rstlhee ° e alt n �_� exi ree �. a to remain � "' `exr remain'dy66 pST FAr.Od �XS.:a u.ar Demolition Plan 4 16268 Los Gatos Blvd - apn 532 -06 -060 °F T TOWN OF LOS GA TOS SANTA CLARA COLINTY .YUB NO. JANUARY 3014 CALIFORNIA 13013 Co NN ' 7 S7 / o "o ow 6]arn BAER OF E EzsTNC / / W. BAa IPM DRIWwur APrIl IX WI y STWO - ] O p / YEDWI =w 01 0 1u➢ \ ::. SEAL 6 37 11 ia.,Wa R TO BE E TI ro 0E PLNO SITE APPROXIMATE LOCATOI EXISTING SEWER LATERAL ,o wRanOS A ' =V w %� PEI J p .1 3)])e IN G� /J ]6)aI T0.62Y x a Mu , e nut N �I ENSIW P6 ka i1tl.L ZI Y / rp REY 3 d]tp) PROVIDE 111" sO. IN1Ei r m:I MT-'jQ �ij�, l / LG SRI 01EA EA"NO / M w4 slpol ptNN POfj" 3.... �]TI Imn a TO w }� CUITRACIM T) t Pi. Wy°j PRICK ro 11CN )N.fs.� �° s / AFPRO]TYAIE rgLV STAG SIXtAIN F FX a v 'A .. / m � Snw arcaIX 14' TIRE P, r- TOBEREMKINED ----- ------- nw ITTUTY P01 £ mIH c ab5'_ rc0 IX TOLE AND CAN a NUTY Bads ,mei I- O / Tj I€ �w C� -V, F—I2" I2 "—% =Z �w BI OF Ca e2 LANDSCAPED SWALE DETAIL ,I, xD scAE i, ena (Rut) ��_'�, I GRAPIUC SCALE x9� APN 532 -06- AAA `EpsTh4G AC PAKLEMt` �TO�fi lj�.b LI—b e60 )K :1965 1 caEORIH LONSTING _ o* PASSER U,lE aN PflCHR1T ➢lE .'J I PROMISE 11.)'x11.2 GC11CAETE APPEN 4-2 FOR TRASH ENCLOSJFE I 6'PM OVER 6"TL F AGO. BASE 05 ME,4 PROVIDE If OPENING S16V02•E If 0I AC PAAMOT) APN 582-06 -053 CALVARY BAPTIST CHURCH 6%6%10 %10 APE Y , R \ .I 2'! BASE RMR VALLEY CUTTER DETAIL VERTICAL CURB NO SCALE GErAE V NO SCALE 1 APIN 532- 06'055 C'HANG IsCW W'�/%FNCE USING UNDERGROUND UTILITIES ARE S EMY IN TIER MPBONMAIE LOCATIONS BASED ON RECORD INFORMATION AVAT BI RIME ENGINEER AT THE IME OF PREPARATION T THESE PLANS LOCATOR MAY NOT HAW BEEN YRVIED IH THE Flflp N® NO (UARANT£ 5 MINE AS TO THE ACCURACY OR COMPLETENESS OF ME INFCNMAROM SHO M. THE CONTRACTOR SHALL RUTH UWTY COMPANIES AT LEAST 2 MING DAYS IN wvANCE OF CCNSTRUCTIa1 TO FRELD LOCATE UTNTES CALL ONWRCRWND SEANCE ALERT (USA). AT 1 -BAN- 642 -24H. IT SHALT BE THE RES'CNSBWN OF THE CONTRACTOR TO DETERMINE THE EASTPICE AND LOCATOR OF UTILITIES SHOWN ON THESE PUNS, INOICATE) IN THE FIELD BY LOOPING SERVICES. OR EVIDENCE BY FACNITES NSBI£ AT OR ADJACENT TO THE N9 SITE MY ADDITIONAL MST INCURRED AS A RESLtT OF THE CONTRACTORS FAILURE TO WHEY LOCATORS OF EASING UIUPES PRIM TO BEGINNING CCNSIRIICTM SuLL BE BOR1E BY THE COITRACM NON IS DEMMED INCLLCED AND MERGED W THE CONTRACT UNIT PRICE 12" MPD S AREA CRAN 1 t rYfIOSTNG PENCE UNE A. JAN4NCY ND�A B➢MR DiSECNID EHY: CISGIECKIED EY' ppATpM n. TM i I IY ' —" 5 a APN 532-05 -7075 DESCEaPfEON CALVARY BAPTIST CHURCH w. PRDNNE 2 Gaza- OPF2NlG TO 270.0 .17 4 UNftAfR:+lAIiEh RUN NY J 74 (w) TTPICAL w _PRIOR ND LEGEND x[.c PERMExmr PAYERS J roa: (AA9 so .,, x27 Ac IX1OAK ME �Y&' EXIST PAWVG'T) AC OVERLAY 15959 bg91 OACHYEHi PFAMIT SHALL BE OB m TAN POOR TO /R9A9 MY WORK N PUBLIC RIGHT OF MAY. CONSTRUCTION NOTES (D CONNECT NEW C SS PIPE TO USING Ss IATERAL POTHOE TO VEAFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. Q2 PROPOSED WATER SERWEE M NEW BUILDING. SEE PLUMBING PLANS FOR CONl PONT AND SM .Y.UN.: Hanna•BISIX i •aa Fnlm.en. Lwwa w1..)wro• .Gm,WQIwX MmuLn. coroy CNlNxnu (we) G2 -ztl� A. JAN4NCY ND�A B➢MR DiSECNID EHY: CISGIECKIED EY' ppATpM n. TM Preliminary Grading & Drainage Plan 16268 Los Gatos Blvd - apn 532 -06 -060 TOWN OF LOS GA TOS SANTA CLARA COUNTY JANUARY 10x4 CALIFORNIA ' —" 5 DATE DESCEaPfEON W. OP T 13013 n m Y O T a OW FPO oz �O p. /� l jl .ice ,an Y °a p� : 31n 1 .1 /.37I.1l iG56 (' t of rc� � /apri 7 1 j Et-5 A/"P1 ADaD T p -''�. �nea ` �� 81mi) / T^.[ ,.i� •JNCPEiE� g; 1 Y jm / // ' /M5 gym) „ Pivvl_ \ 173' an 1 3P ) 5 N 1 1� t� Fa /GP R N yyy/ . 3711 i i aW m0 4� , U l Ur O GRAPHIC SCALE ID(wP¢T 7p TAIIn.m BE Fiber Rolls *iu, r5ER MXL ISSrA..Lan. -x MESCFUPITON BY: 1 Hanna. Brunetti .CIA GsA,ws. Ana SurveYwn• •Cm1M,CGan Mmagen• GUraY WAI (MST) Et2-31 T3 ED=. BDAI.E VERf. &=R: DESIGNED BY MCKED BY: OI BY:_ BUTANE MOM C(NTWL MEASURES ARE FULLY RFUMEHTED. NO STORM WATER RAW SHAD BE AUUMED TO ENTER ME STORM OWN SYSTEM THAT IS NOT DUAR ARD FREE BE SEM O. A FIRM ROLL PER TM ROLL DETAIL SE-5' MI BE MSTML AMG ME PERIMETER Of THE PROJECT SM THE LCCAMM OF ME FIBS R011 ALONG ME PERIMETER SHAH BE ADJUSTED TO ELIMINATE SEDIMENT IACEN RUNOFF FROM LEARNS THE SM A TOM G Stabilized Construction Entrance /Exit TC -1 B'I I 2 � A 1 I I I= SE -10 Storm Drain Inlet Protection Storm Drain Inlet Protection SE -10 REFERENCES Erosion Control Plan TOWN OF LOS GATOS 16268 Los Gatos Blvd - apn 532 -06 -060 SANTA CLARA COUNTY JAN UAftY 2 014 CALIFORNIA 7 P ERDSM Coma NOTES I. MOM OOBM0l MEASURES 91ML BE EFFEIGNE FOR OBSTRUCTOR WRWG THE RANY SEASON: OCTOBER 15 THROUGH MR& 15. z NO STOW WATER RUNCiF SHALL BE AU.OXID TO MAIN MOD ME EXISTING PAID /CR PROPOSED UNDERGROUND SttWI SYSTEM UNIX BUTANE MOM C(NTWL MEASURES ARE FULLY RFUMEHTED. NO STORM WATER RAW SHAD BE AUUMED TO ENTER ME STORM OWN SYSTEM THAT IS NOT DUAR ARD FREE BE SEM O. A FIRM ROLL PER TM ROLL DETAIL SE-5' MI BE MSTML AMG ME PERIMETER Of THE PROJECT SM THE LCCAMM OF ME FIBS R011 ALONG ME PERIMETER SHAH BE ADJUSTED TO ELIMINATE SEDIMENT IACEN RUNOFF FROM LEARNS THE SM A TOM RpL 9TML AISG BE REWIF® AROUND THE REARM T ANY STORE IIE OR OTHER STE OF BARE LOOK EMM 4 ML STORM MAIN MANHOUZ CATCH BASINS AND/M MEN INLETS THAT ARE TO ACCEPT STORM WATER BIML HAVE INLET PROTECTS MEA9JR5 PER DETPA SE -ID STORM WATER BMW WALL BE DIRECTED TO MESS NLETS ONLY STORM MAN CATS BARNS THAT ARE NET WMP E1 MALL BE N.O]QD OFF COMPU Y. 5. THE BANE ADDRESS, AND 24 NOUN TELEPHONE NUMBER OF THE PERSON RESPONSIBLE FOR ME Wf WRATM OF ME MOM C0NM1 PLAN SHALL BE PANNOND TO ME Ott. 6. MM TO G&UMG AM ENTRANCE SEINE BE WHSIPoICTFO, CONSISTING Of A MINIMUM OF `A IF OF MAIN AGEE ]' IN DIAMETER, PLACED BONER MINOR SOM (M EQUAL) PER DETAIL R -1. ME ENTRANCE SHALL CONFORM TO'CMSIRUCTM ENTRANCE DETAIL M -1'. MERE STALL RE MY ME MTWNCEMT POINT TO ME 91 WRING ME RAINY MASON, ME LOCATION 3= BE AS SNBN M THESE PLANS. M AT A UWATM MPPMED BY THE MY. T. ALL AREAS OF BARE� TURNED M DISTURBED EARTH SAME BE STABIUIlD BY USE: M HTMOSEED M NM- AEf£TAT1E STMelATM _ PER EC -16, PER THE TABLE NEiYR. ALL 5'TOGN ILS, MI BORNW AREAS SWL BE PROTECTED NM APPROPRIATE ER 1 CORMYIL MEASURES SUCH AS A PBtlNI SLT FI AND OTHER METHODS TO PREMENi MY MOM M SETS MIGR.AN NE ALL MOM CMTRW MEASURES SMALL BE MAINTAINED UNTIL DISTURBED AREAS ARE START MARKS TO ME MOM CONTROL PVN SHALL BE MADE TO MEET NERD CORONERS. BUT ONLY RIM ME APPROVAL OF. M AT THE DMECTIM OF ME DID. ME STORM DRAIN SYSTOR SMALL MAINTAIN A FORM OF MAN INI£T PROOECTGN MTL Ott AP",PPR ME ANAL STREET IMPRONNENTS ME MAIN NUT PROTECTOR VALE. BE MAINTAINED, EFTI AND SUBJECT TO ptt ENGINEER '5 APPRONL B AIL PAND STREET. AND AREAS AMBIENT TO ME STE SHAD BE MPT DIEM K EARN MATERIALS AND DEBRIS ME 97 91ALL SE MNNTAYIEO ID AS TO E1WgLAIE SEGMENT LABOR RUNOFF` FIRM ENTERING ME STORA DRAIN SYSTM, A IT IS THE RESPONSIBILITY OF ME CONTRACTOR TO WSTECT AND REPAIR ALL MOSEN WNTNL FARUTES AT ME END T EACH DAY. MY DAMAGE) STRUCTURAL MEASURES ARE TO BE REMAINED BY FW OF THE DAY. NAPPED SEDIMERT IN IM MI.EIY (AND OTHER EROSION COMING- MEA M) STALL BE REMOVED TO MAINTAIN MM EMINENCY. R ROVED SEDIMENT SNAIL BE DISROBE) BY SPREAIMHG M STYE MIERE IT MLL NOT MIGRATE 10. IT IS ME NEPOSBNTY OF ME CONTRACTOR TO PREVENT ME FMMATM OF AIRBORNE DUST NUISANCE AND SMALL BE BESPOKE LEGEND FOR ANY DMIAK RESULTING MM A FAILURE TD W SO. 11. ALL DEAN SWUfS MALL BE PER DETAIL EC -9. IF`. IWMRETE CAPTAINS 9ML NOT BE MLOMED MYIMATM SHA L MANAIW A MAN PAM AS WAR M T!S nNl. SAID MAN TM CONSTRUCTION ENTRANCE /EXIT PER DETAIL TC -1 PAM SNA.- BE YMNTANED UNED MAIN SWAGE[ AND MIST PROTECTION AT A ANNUAL IF MORNING DOES BEGUN M THE STE AFTER MAMNG, ME WATER MUST BE FREE AND CLEAR OF SEDIMENT PRIOR TO MSMARK TO ME STORM MAIN SYSTEM. ME REQUIREMENT MAY NECESSITATE THE USE: OF NATURAL AND /M MECHANICAL CESUNG METRO S, SUBJECT TO APPROVAL BY THE Ott ENGNEOL M M M M M M • FIBER ROLL BARRIER PER DETAIL SE -5 13. IF THESE MOM CMMIIL MEASURE PROVE INALEMATE STRAW MIILM, TAM(61ER. AND AMMTOWLL NroRO.SEEII MAY BE REQUIRED. STORM DRAIN INLET PROTECTION PER DETAIL SE -10 HYDROBEID rABIE ITEM RBS /ACRE COMMON BARLEY IS ANNDAL FVEMASS u FERTILIZER 7-2a AM FAIR MUCH 2000 TAWFIER 10 SE -10 Storm Drain Inlet Protection Storm Drain Inlet Protection SE -10 REFERENCES Erosion Control Plan TOWN OF LOS GATOS 16268 Los Gatos Blvd - apn 532 -06 -060 SANTA CLARA COUNTY JAN UAftY 2 014 CALIFORNIA 7 P 1 BENSIONS BY Torn revx R 12 -1-13 2 3 Existing CMU wall b seal NT 2 P Reference Note Schedule mE — SYMBOL DESCRIPTION QTY DETAIL Qi Split -fare CMU wall metion g ` 3 20 Steel or woof panel fence section A$ I Qi Existing tree �$ m• I 3 a0 2'veflkle overhang line 1 Q Cueb I onS I 2 ® 5 I � I I 4 I I I I 1 I I 2 I I I I I O —4 GILI T 3 D 4 Ill 2 IL I I I N E a (7 f m `o 3 � U 2 m v CO El (0 0 O f7 I 0 o so so I � QD 0 J � � pa. S2S13 WM O Pvxn RF ex sie Lw CUb¢Nd 0 �Ll .0 S e� 6" dia post footings will have minimal impact to tree roots when compared to a continuous concrete Tree trunks CMU wall footing Existing oak trees Steel panel fence Split -face CMU wall + +O / Planter area z Curb m L m Parking spaces 0 `m E a (V Steel Panel Fence Wood Panel Fence y N O .@ O Q Q> U W a) at M m 'c O � U to V > m in- 00 Co o O y � N QfD N h J O 0 ow S2S13 o— D- m L1.1 5 IS 0 1. M1 41- NJ J bStg SYMBOL MANUFACTURERIMODEIJDESCRIPTION OTY PSI Generaled: 2014-01- 2109:25 m in e s is w ® Rain Bird 1812SAM-PRS So Serer at 30 P.O.C. NUMBER:01 Shrub Spray 12.0' POP4Jp Sprinkler with C MOkled Water Source Information: Wiper Seal. 12' NPT Female Threaded Inlet. With Seats -Mari. Check Valve, and Pressure Regulating FLOW AVAILABLE Davie. Wale, Meter She: 1' Flow Available: 18.20 gem ®e uo ol eo sa Rain Bid 1812SAM -PRS 15 SMp Belies 27 30 Shrub Spray 12.W Pop-Up Sprinkler with Co-Molded PRESSURE AVAILABLE Wiper Seal. 1l2' NPT Female Threaded Inlet Will Static Pressure at POC: 65.00 psi Sea] -MaOC Check Valve, and Pressure Regulating Elevation Change: 1.00 It Device. Servke Line She: 1' Soo Length aSem. Une: 20.00 fl o o Rain Bid 1812-SAM -PRS S Sides MPR 27 30 Preuure AWIlabla: 62.00 psi i'sp Shrub SproY 12.0' Pop-Up Spindler M C Moltled ?g Wiper Seal. 1Z NPT Female Threaded lnleL With DESIGNANALYSIS ; Seats -Matic Check Valve, end Pressure Ragusa, Meximum Station Fbw: 15.65 gpm Device. Flow Avaiable al POC: 1620 dpm g i Residual knv Available: 2.55 gpm 0 ✓t ® Rain Bid 1812SAM -PRS 8 Series MPR 22 30 `g1 Shrub Sproy 12.0' Pop-Up Sprinkler wM Co-Molded Critical Station: 10 Wiper Seal. 12' NPT Female Threaded ldet. With Design Pressure: 30.00 psi $ry SesiI-A -Matic Check ValW, and Pressure Regulating Loss Elev, high head to votes: 0.00 psi 6L Davies, Pipe Loos Critical Head 2.45 psi 8 Lou Elting Factor. 0.25 psi y ii Rain Bid 1812SAM -PRS 12 Sides MPR 14 30 Lou through Vahre: 3.90 psi LL : Shrub Spray 12P Po,-Up Sprinkler outs Co-Molded Pressure Rep. at CMical Station: 36.59 psi ¢ $ 5 Wiper Seal. in' NPT Female Threaded Inlet WM Lau far Ffttags: 0.36 poi i Seats -Matic Check Valve, and Preuure Regulating Lou for Main Line: 3.61 psiA Device. Loss his POC to Valve Elevation: 0.00 psi Loss for BadBow: 13A0 psi m a � Rain Bid 1812SAM -PRS ADJ 7 30 Loss for Water Mete, 1.33 psi Shrub Spray 12.0' Pop-Up Sprnklerw Co-Molded Cakal StaSon Pressure at POC: 5529 psi Wiper Seal. 1 P NPT Female Threaded Inlet With Pressure Available: 62.00 psi Seats afic Check Valve, and Pressure Regulating Residual Pressure Availebk: 6.71 psi DeHce. _our is rv[-v Rain BIN 1S12SAM-PRS AOJ 5 30 Shrub Spray 12.0' Pop41e Spindler With CaMOkkE Wiper Seal. IZ NPT Female Threaded Inlet. With Seats -Matic Check Valve, and Pressure Regulating Deuce. v b a g Raln Bid RWS -B-C 19 20 roux 'µ Root Watering System with 4.17 diameter x 36.0' long with locking Board, semirigid mesh tube, aid check vahre. Rain Bid bubbler option as indicated: 1401 025 gpm, 1402 0.5 gpm. 14041.0 gpm, 1408 2.0 gpm. SYMBOL MANUFACTUREWMODEVDESCRIPTION OTY C Q Rain Bid FEB 12 d P. Operating C Plastic Gloddial Valves. Low Flow //�� Operotlng Lapab0iry, Globe Configuration � T Williams 975XL 1 -12' 1 O Reduced Pressure Seekflow device f.E m Ct 18 Inflool Sudden G1 8E 1 % 1851atiO. Dutao0dlndop Conbotler, Heavy Grade, i Lockable, Cabinets aid Pedestals ® Id1ml RS1000 1 Wireless Rain Sensor. Mount as noted or approved, use controller poweror optional mansfome, Inga6on Literal Line: PVC Gau 200 1,252 Lf.. [*ad.. M.Inllne: PVC Schedule 40 343.8 11 Pipe Sleeve: PVC Ctau 200 63.7 Lf.0 .1 p. a pipe sleeve for Irrigation pipe. Pipe sleeve she shad allow iwlMgathopiping am mek telatetl . tedd gs a sooty slide though sledging material. Extend elttvu 181n Ass beyond edges of Paving or .onsrm U unn. co m a va1.n ca\wl 2 p vnre morrow > LG #' # valve rev m O Nre 6h M O (9 VALVE SCHEDULE M m NUMBER MODEL SIZE TYPE WIRE PSI PSI APOC GPM HEAD ELEV VALVE ELEV PRECIP N N N 1 Rain Bid PEB 1- Shmb Spray 80.9 31.80 5.08 0.00ft O.w It 135 Muth 2 Rain Bid PEB 1- Shrub Stuart, 33.4 34.13 47.86 4.26 O.Wft 0.00fl 0.99 huh `- 3 Ran Bid PEB 1- Bubbler 35.6 24.05 37.77 4.00 0.00 It 0.00 R 7.T INh 4 Rain Bid PEB P Shrub Spay 37.7 34.02 47.71 3.54 O.0 ft 0.00 R 0.87 kgh ow 5.25 -13 5 Rain Bid PEB 1' ShmbSpay 40.0 34.41 48.60 7.43 0A It 0.00 It 1.43 inrT 6 Ran BId PEB 1 -12' Shrub Spay 9.4 34.35 49.33 10.17 0.00 R 0.00 ft 1.65 din 4W041k sew 7 Ran Biel PEB 1 -1Y Shrub Spray 146.4 35.76 52A8 11.4 0.00 It 0.00ft 1.81 Ini D 8 Rain Bird PEB 1 -VT Shrub Spay 142.0 36.60 55.29 15.65 0.00 It 0.00 it 2.41 1rvh O pra.� Du 9 Ran Bird PEB 1- Bubbler 146.4 24.19 38.04 3.50 0.00 ft 0.00 R 7.781Nh _� Joe tss pm aM 10 Rain Bid PEB 1 -1R' Shrub Spay 144.2 34.09 50.22 10.66 0. it 0.00 ft 1ie m1h 11 Rain BId PEB i' Shrub Spray 184.5 33.91 47.56 2.28 0.00 R 0.00 fl 1.96 ddh a troy an. 12 Common on VOE're 1' Shrub Spay 3438 36.22 52.13 14.10 0.00 It 0.04) It 4.051n1h ip c ®1 L2.0 �f 0S' or .L 5neeu RENSMS IRRIGATION S SCHEDULE C CRITICAL ANALYSIS T T. re. SYMBOL MANUFACTUREWMODEVDESCRIPTION OTY C Q Rain Bid FEB 12 d P. Operating C Plastic Gloddial Valves. Low Flow //�� Operotlng Lapab0iry, Globe Configuration � T Williams 975XL 1 -12' 1 O Reduced Pressure Seekflow device f.E m Ct 18 Inflool Sudden G1 8E 1 % 1851atiO. Dutao0dlndop Conbotler, Heavy Grade, i Lockable, Cabinets aid Pedestals ® Id1ml RS1000 1 Wireless Rain Sensor. Mount as noted or approved, use controller poweror optional mansfome, Inga6on Literal Line: PVC Gau 200 1,252 Lf.. [*ad.. M.Inllne: PVC Schedule 40 343.8 11 Pipe Sleeve: PVC Ctau 200 63.7 Lf.0 .1 p. a pipe sleeve for Irrigation pipe. Pipe sleeve she shad allow iwlMgathopiping am mek telatetl . tedd gs a sooty slide though sledging material. Extend elttvu 181n Ass beyond edges of Paving or .onsrm U unn. co m a va1.n ca\wl 2 p vnre morrow > LG #' # valve rev m O Nre 6h M O (9 VALVE SCHEDULE M m NUMBER MODEL SIZE TYPE WIRE PSI PSI APOC GPM HEAD ELEV VALVE ELEV PRECIP N N N 1 Rain Bid PEB 1- Shmb Spray 80.9 31.80 5.08 0.00ft O.w It 135 Muth 2 Rain Bid PEB 1- Shrub Stuart, 33.4 34.13 47.86 4.26 O.Wft 0.00fl 0.99 huh `- 3 Ran Bid PEB 1- Bubbler 35.6 24.05 37.77 4.00 0.00 It 0.00 R 7.T INh 4 Rain Bid PEB P Shrub Spay 37.7 34.02 47.71 3.54 O.0 ft 0.00 R 0.87 kgh ow 5.25 -13 5 Rain Bid PEB 1' ShmbSpay 40.0 34.41 48.60 7.43 0A It 0.00 It 1.43 inrT 6 Ran BId PEB 1 -12' Shrub Spay 9.4 34.35 49.33 10.17 0.00 R 0.00 ft 1.65 din 4W041k sew 7 Ran Biel PEB 1 -1Y Shrub Spray 146.4 35.76 52A8 11.4 0.00 It 0.00ft 1.81 Ini D 8 Rain Bird PEB 1 -VT Shrub Spay 142.0 36.60 55.29 15.65 0.00 It 0.00 it 2.41 1rvh O pra.� Du 9 Ran Bird PEB 1- Bubbler 146.4 24.19 38.04 3.50 0.00 ft 0.00 R 7.781Nh _� Joe tss pm aM 10 Rain Bid PEB 1 -1R' Shrub Spay 144.2 34.09 50.22 10.66 0. it 0.00 ft 1ie m1h 11 Rain BId PEB i' Shrub Spray 184.5 33.91 47.56 2.28 0.00 R 0.00 fl 1.96 ddh a troy an. 12 Common on VOE're 1' Shrub Spay 3438 36.22 52.13 14.10 0.00 It 0.04) It 4.051n1h ip c ®1 L2.0 �f 0S' or .L 5neeu Bamboo =( harder, see Detail 2, o ♦ a d p 1 91 TA ' B PI ' 16 Posts Fence to be at drip line where possible and no less than 5x trunk dia. ;range plasuc, :onstruction mesh Reel T' posts set @ 4' OC n Tree Protection Fencing Note: Tree protective parch lobe In place before start ITS demolition and is to remain in place throughout construction S sM assI F b .... Mee G voar BeMer p M Flew On tll kur f itn ss,ses,. resu wean. ol. e`�ac. sa. rrmw pier rw BAMBOO ROOT BARRIER ro- -ra Lcewwran L9QP® ♦ �� pF cpC" C a c @ n at �E 0 m m a_ U m a 'O In F3 o in p _o U as N O p a N 0 J � DU ee 5 -25-13 D- wGw«ew se L3.0 sn�N RENSIONS PLANT SCHEDULE PLANT SCHEDULE T. 3 TREES CODE Ott COMMON NAME /BOTANICAL NAME CONT SHRUB AREAS CODE QTY COMMON NAME /BOTANICAL NAME CONT SPACING ' CE 1 Eastern Redbud MuN -trunk l Cards canadensis 24-box AP 73 Prosbate Glossy Abet I Abela It grantllMra'Prostrala 1 gal 30' ox 1 .o - PV 12 Pumk Last Plum I Pounds ceasirera' Kreuter Vesuvius' 24'box OE 56 Autumn Fund I Dnupteds erythrown, 1 gel 24'.... / 4 SHRUBS CODE QTY COMMON NAME /BOTANICAL NAME cow PL NR 11 Bank Catckw /Acacia raiders tgal \ \ LB2 139 Big Blue LNyturf /Lltlope muswd' &9 Blue' lgal 12'o.c. BL 12 Lime Glow Barberry/ Barbera fdnbergil'Lim, Glow' 1gal cR �` el � RA Sfi Leather Leaf Fem /Rumohd atlanmormis tgal 24'o.c. 5° Zaa.Fa� CT2 6 Balky Red Twigged Dogawal / Comas stonamtere 'th"I ,gal GROUND COVERS CODE QTY COMMON NAME /BOTANICAL NAME CONS SPACING e6� CF 4 Yegowlwg DOgwaotl /Camas stdenitem'Flaviamea' Sgal �8 HH 1.093 Helms English Ivy l Harare hellx'Hahn's Variegated fiat 8' oc. ES 3 DA ) Tasmanian Tree Fern k I Diclunnia anmiica 5gal t4S FM3 6 Creeping Mg/ Ficus Purnla miners 5gal TA 155 She Jasmine l Trachelospemwm asiaticmn Igal 18 -o.c. MA RS PF 18 Boston lry /PaMenocksus bicuspitlata 'Fernvay Pad' 5 ge1 oSi T,12 35 Chinese Star Jasmine/ Tachelospermum jesminoides Igal 30'o.n 3a nn PB 54 Bronze Baby New Zealand Flex I Phormium lenax'Bmnze Baby' 1 gal g PH 20 Heron Bamboo l PhyUmmuchys dga'Herod' 5gal 3 PI 19 Hotly Leaf Chen,/ Prunue ilicifolia McInnis 5ga1 PL 4 Catalina Cherry/ Pmnus Wrote lyon"u 5gal RS 112 Springtime Indian HavAhoms I Rhaphiolepls Intlka'Sprirgtime' 5 gal \j RF 16 Rose / Rose x' Flower Carpet Red' 1ga1 1 91 TA ' B PI ' 16 Posts Fence to be at drip line where possible and no less than 5x trunk dia. ;range plasuc, :onstruction mesh Reel T' posts set @ 4' OC n Tree Protection Fencing Note: Tree protective parch lobe In place before start ITS demolition and is to remain in place throughout construction S sM assI F b .... Mee G voar BeMer p M Flew On tll kur f itn ss,ses,. resu wean. ol. e`�ac. sa. rrmw pier rw BAMBOO ROOT BARRIER ro- -ra Lcewwran L9QP® ♦ �� pF cpC" C a c @ n at �E 0 m m a_ U m a 'O In F3 o in p _o U as N O p a N 0 J � DU ee 5 -25-13 D- wGw«ew se L3.0 sn�N WE 1 E � . AT SiRV9. � qlq", -Y AT. - Gl'� 111. ON I-AFIS OM, IN SHRUB PLANTING ..PE FINUMIED GPI DE I E.I,L A 1A1 -ap "I Nee FROM 'Wfl - KEEP MULCH 6 B 10 mu CH To 210�im AT HATE- El, -7" )OMSUE ST.E EETH RARE: 2 CkMMIZED NNE THROL.GH LIE EYE OF 'CINCrI-TE- RINUSHED G DE. TFMn EU N. RUBBER SUPPORT. CO o 2 . DAMETER LCOCEPCLE RNE TREATED TREE STAKES, SET. LLLLLL FEED RREVALING H M TO 3n Xo W No. J OD 0 o: RENDVE NUESEW STAKE E, THE Fl. TtRLETS " ND 0- MNN2W14CE. .WNI)CO IE tz IX3 CR SERE. A� RUBBING I'LLINT 00 TRUNK WELL j SHRUG L3.1 COL'PACTFV. MULCH TO 2- DEPTH I FIN D ONADE EMCN`E-L `:XnNo . PER, �W GETER. Ai ,ER WELL AVOID M E TO �l ROOT ------------ --- - - - ------- RM1 WITH THE suppcRr szmEs' f J=HED CNQE. STAKING DUAL -ap "I Nee FROM lEj :X , j. I- KEEP MULCH 6 B 10 qu A 6- ANNUS AT THE TFMn EU N. FROM OF TREE. CO o TRUNK. GRADE. Xo J OD 0 4' HIGH. WATER WILL. SLOPE FINISHED G AT �CXRLL MAY FROM MULCH WATER WELL MEA TO Y DEPTH. 6' 111 WATER "T ONE L. G.. WELL j SHRUG L3.1 MULCH TO 2- DEPTH I FIN D ONADE Ai ,ER WELL AT ZRUEN. J=HED CNQE. —I- If F�. TABLETS cl RMC.n� .18 TNE NCIL AMENDED NATME WL - 2. ROO�11- 0 WHOUT W, SOIL A- H NA �f SOL MIX AMENDMENT, AT 21' FIRMLY COMPACTED. cu ca X NMTW SOIL MIX "XNL- COWMCTEO. CD'_ AT W BOX 72 AT SOX a .2) 12' AT I GALLOX PAW PIT DETAIL NATIVE SHRUB PLANTING t1 TREE PLANTING DOUBLE STAKE .0 E 10 > co CO o co 0 � , M, C13 o Xo J OD 0 Dals 5 -2513 ONE L. G.. L3.1 PLAN = V -0.. REVISIONS 8/06/13 C. 1 11/21/13 D. 01/02/14 <a z � Q O 5 W u O h O Q O 31 Rig! Rig! )ATE: 5/15 /15 SCALE: A5 SMONP OB NO. SHEET A -3 OF 95' HESHT uMM REAR ELEVATION �snaom 9NCC0 rvNISX METAL SXPPEP STRUfv BATES FOfc TI[A5H ENCLOSURE 95 HE6HT LIMB TLC DETAL DEC. MRAL SHMw STRUT" 9 UPPER 1 �PILASTFxS _ 59' HEIbt!LLLMIL DEG. METAL SNPPPD 9TRVl5 CONLREf1 F�N& ENTRY rl� PETAL Fy; /�, j E ■fir �i / /�• �snaom 9NCC0 rvNISX METAL SXPPEP STRUfv BATES FOfc TI[A5H ENCLOSURE 95 HE6HT LIMB TLC DETAL DEC. MRAL SHMw STRUT" 9 UPPER 1 �PILASTFxS _ 59' HEIbt!LLLMIL DEG. METAL SNPPPD 9TRVl5 CONLREf1 NoaP nu P1UM. PftAMPD WINDGV9/ 5M 5N NNSH METAL ENTRY AWNMb SnJGGO PILASTERS 6 LAP YV 9RAGKET9 FRONT ELEVATION SCALE: 1 /8" = T -0" __ —___ __�'v}111frNT11M�L_ —_ —._. /nLE PETAL G CR PIygTCCq /RAP TILE �e�yARE METAL N.LM. FRAMED WM=O LINTEL 9 ENTRY SMOOn19T0000 FIN511 ,E? LGYJERED METAL VENTS LEFT ELEVATION 51-ALE: 1/9" = 1' -0" 95' MEI6NT LIMB Jr TI"' ` LARE META UTER4 �� XIbHE9T POINT �AWM. PR wmvP —SMO 5n PMISX 9TLILGO Pk1LH LGN/EREP METAL VENT$ RIGHT ELEVATION 51-ALE: 1/6" = 1' -0" METAL bYR2Xv REWSIONS 5/06/19 10 /DV19 11/21/19 01/02/14 L�V�-`j 4E 4P * SSP Q OM U U O O z � O N I9 9 i 3a )ATE; 9/15/15 SCALE A5 SHOPE OB NO. SHEET A -4 OF PARAPET 596•� -T•� HIGHEST POINTY 01c11.1_r:. _i %y®¢riT LNE 95' HEIGHT LIMB 3s�u�NU�rt SECTION A E� -ALE: 1 /5" a 1' -0" SECTION B SCALE: 119" = T -0" REVISIONS 8/06/19 10/01/15 11/11/15 "a R r 'e es g ¢a 0 Az G u w � o U O u O � � z a O '4 a13 3 Pit �z- iZ i��6p9� DATE: 5/15/19 SCALB: A5 SMOYPI 10B N0, SHEET A -5 OF (SEE STREETSCAPE BELOW) STREETSCAPE -PLOT PLAN SCALE: V = 50' STREETSCAPE SCALE: 1/16" = T -0, ¢ IOSIONS 8/06/19 10/03/15 11/31/19 h= f u a C7 '� U O � 0 � O z � a O 15 its bg a$ fill )ATE: 9/19/19 KALE :O 9M OB NO. SHEET A -6 OF SHADOW STUDY: DECEMBER 21 @ 9:00am SHADOW STUDY: DECEMBER 21 @ 3:00pm *NOTE: SHADOW STUDIES FOR JUNE 21 SHOW NO SHADOW ON NEIGHBORING PROPERTIES. REVI510NS 8/06/19 L, fl/31/19 D. 01/03/14 3 O z A a W U O 3 z z 2i :g Aga$ 11 a €Il KK.It, DATE 3/15/19 SCALE :P 9N JOB NO. SHADOW STUDIES SHEET SCALE: 1/1&' _ -0. A -7 OF a U vi O U i