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Attach 7 Exhibit 20GENERAL NOTES: -- SQUARE FOOTAGE CALCULATIONS:: Y i I . } 1 g GENERAL NOTES: -- SQUARE FOOTAGE CALCULATIONS:: FROND ViEW.OP PROPOSED.RESIDENCE__.. r -- - -- i I . I g _. . m_ GENERAL NOTES: -- SQUARE FOOTAGE CALCULATIONS:: FROND ViEW.OP PROPOSED.RESIDENCE__.. r -- - -- -N' " _. . _ . BPPer Ievellgarage. :. .. L _ .. -. 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' Omufytto am mevVOaafBsiRHtowepdocbmecomm evcemmt ofsnY urork -. ... .. ] Lamoo-aumsbeutieHryBriA /R°wevEStldisrapaysiespi°m. ma — R�wood anmgle wall`eidmg ( wmmencemeotofavYwod<. __ —_ _ 4.. ' " PreferevceilaLLbngivento 56ntpNwattmdimmsi°navnme dmwwg aWWm easuremems.1i:e'PUw ". "Genevd N°rca ", avd "Spx&mtbvs"aro in[ Ani'mm onv mma .. .._.: .. ...... .. .. r T � -y1-- � � -y j { I 11 III ® ' wdedtoa�aea va.YpElm:eotoneavoma. §whaatedio/vn votmeoWea, shill be &EcnalazifivilL lneasesofdirectwv8iel, menmst : mmvehgmm .�_ F111 -- -- — .102.5 5. CYYi1,3ea, and StructmelBvgnals ap :clfiuNoussM1ellmkeprsWmcemu me tollowtv%arcbuammtapssfindovs. _ pJlr�dI9II0WCY ISV.e(e .. .. - ... -, - 1015 ' 1I--- {I- --I} (_ - 6. Hrit VRowen•. tewellri°, pWm :dotwaeWgofine"PlevvbBDVCUmenu" and ". 9 - " bpxH dov M.a mnls a ayvot bc,Nawh oin paz ommProjectrrlM :aexPwaecdcros®tfiomlLiltlRawe - • 401 o0tlm; o{ od elle p(v Patl d ".tt ... stacrw°II 2b .... � ...... 481 'Tower evel de<tg nil garage � 94.5 J. 1lmowpaddmelopm/ ciimimsmveemedgbtbmakca ¢aehvnsel madesi� °Ve q I 9y 'Q H x d'ui^&t4 °oan°me e°mmmu°na3 aPPHwbk Anyebengm aluHbe PPmveA 461 -- - i - 1 E r i . by th ¢localP>azvmgdepwnevtasapPbcaWe AHehavgrssUallb _ dxumevlea by awattrn 'vkhm%eUda °av6e4oHbeeBN'oveA 6Ym ovme,ldevebWrcbevt .. SOD (E.) ~. � g ,}: Y ' ........ .._ , -. 310 .. wp box a °Iv °Y � fbneoF wlde<orave tnm.; rs,I P cn levtl g g 'tt w � _.. „T._ ............ _ ___. , .. L ° k/ wer 2 (cellar) .>;. FAK ? 2.179 - - z SHEET INDEX: a GENERAL PROJECT INFORMATION:: ARCHITECTURAL: SYMBOLS -' PROJECT CONSULTANTS.: J 3 - 'Build(ngPsigncr: Britt/BOwe S-0 AO TitleSheet/ProectInformation Seovaofwork: Cyst- an°nnfnnwmd�!el,ngkf�HY naiaeaca -�.. Mash Ae._ Q winaowma.synibol BavPtl Brtlf 106 N.3avfa CruzAVenue M -06-09 a: Al Architectural Site Plan _ Los Gatos, CA 95030 1 1 V -I 1-01 . A2 Upper /Garage Level Floor Plan owner. Jake Petms.dlD Ross 1155 MaddimAlmvq KOO Sao JOm, CA95125 - - Bwtding Secdoo -. waflSUaonHilevat on- Oro nBS mbol Dmwi (408)354.6224 (408)654.6314 - N ;� , g . A3 MiddlelLower Level Floor Plan 408) 3145626 Civil EUgineer: 3Nff Fmgineers - _ SSteAadrass: 3f1HeHaVUta Avenue 1534Carob Lave Los Altos, CA 94024 RE CEI VED : q A4 Roof Plan � s Gals�CA 95012 Caluvty ROference Derail RefeKnre - - (650) 941.3055 A5 Exterior Elevations MN: 529 .23.016 G: d Ameppty) Gda lMiearor Omwin},'Remrence _ (650) 941.8755 (fax) , Y m (L Zomvg: R18 A deA dw ' Lauds ape Arebifect: David FOX avd AssOCiatce �- 2 A6 Exterior Elevations L°tAm: 9gft n Dire lNOttb Q R uanS m6ol 479 N. S..ta cr.&YAwa Al Design Section. _ Averagetuf Slope. AZSQHV [d 50.1% 4&6% Mow (appeox.) 08Gatos, CA 95030 a �S_ ( ) 354A577 TOWN OF LOS G t O A8 Design Section gA PLANNING PIVnGNV _,.... -. A9 Shadow Studies FinaaseaNawBe iaenr VICINITY MAP: .. PI Streetscapes/Neighborhood HaOd ogArca(FAR House 1,838 s9R. esaec° 44 .. fcel°(i°ns) 0emse 1 soft T °W PAR• 2X9sg.ft. "L ®c1Ti ®N.M.AP, - ... Survey �, k. 481 g.ft. e AHowvbleFAR: 835aq.R ' r ° _ d I'2 Streetscapes � ¢` '¥ v ' $mlv[Iny Pm mi Al1owN d _ . s; � Fmm: 7'.3,• u, 0 , s0. -_ ,See Separates Index .Sheet C-1 for eft Aide WvAt 3tdr Ra e � -0° r � w �� � . -_ '' ium � Civil Engineers drawings Grodig2an0fia: S CilHvgvrFUn CC7 � S _ s N� . .. ...... ..... .- - .. - -_. .__ ' .. - - .HVfldivgAaighb 25•A "(az mmavedffomexismbyede) aft L . ate . a a a r u 4a1 F O (h Q i I R OAD ?. .- } SARASDDA� ®. - °m.ov .z' - w.mvaaovnvseo�mw °,a PTD" - LO 1 _ . . CAR1101 1: • Z ki � 7- r c � S 4 ur c r . 6 S u E � I! I A CB .aide; Setback . -: RE9l17ENCE - lndlL8te5 . Tr ee - Le gen � s - i I -- ,. .. - .NE,W - - cellar ✓#rea 3e1;.9{tEet 4Z - Uak .17.3 18 oak 11.7 va _ O I me I a 18.517. 14.8 _ _ _ I ,.. - r N 02 fo�F ..� 41.6 _ 10 ... f'oak': 13.0 0. Save � - e q Of lower' bmldmg BX r: - 12 4 e :Wah of tree ". - - _ , . :' - 10 aa6tlMemdk" 5.0 11.0 8.1 17.8 ffi8 68v 18 OleB °' Em em 1 &M 4. 4.0 _ � 7- r c � S 4 ur c r . 6 S u E � I! I A CB .aide; Setback 17 Bat - . - v8 patio MoT .. . .pYOpoxd "pY +vaoy Screen ! _ 3e1;.9{tEet 4Z - Uak .17.3 18 oak 11.7 va _ I me I a N e q Of lower' bmldmg e :Wah of tree r m neq dnvewa y:. - s Pavement _.. : !` xLry In9 f rod 12l 9 a it �r 1 E II lb d eof lower -. .: nary property - line a. -z fiettcetl ' lvYel bldg al l I 16 � } betceny � 7- r c � S 4 ur c r . 6 S u E � I! I A CB ®�I I I ®� �� E aE s•E�t €4. W i w L Z a. ,Y1 t�A J N em I 1. b 711 _Al 17 Bat - . - v8 patio Uak .17.3 18 oak 11.7 va I N e q Of lower' bmldmg e :Wah r m neq dnvewa y:. - i ed PaVemetpi: Pavement _.. : !` 12l it �r 1 ®�I I I ®� �� E aE s•E�t €4. W i w L Z a. ,Y1 t�A J N em I 1. b 711 _Al �1 S 'o N two car garage q N 20 O UPPER/GAR. LEVEL FLOOR P LAN I I i 1 9 's AB N 11� G,7 A All 1 L® ®R r LA Soo 4 f Oa c$ cellar � U .. . � �. � _ ;. ._ 1 - 1' -_ _, �. J E " dl9kdeflnitl4n $ ph21t b ninge - wheresaktown - ... ..:. :.. -. r - wabd n a -- ' I i t inaxlm�m a }ey Eton helylti; '. W 00 . woe8'eMrngiewall> cdlvmlre p t ahelflprlv_a_cy. - -all plate B Near otp ara e - 5 0 ...- screen trim 3JL wail . plate o v per Level bath' : toX.5. - � �� � h ✓et 6'eraam - �R 40 `� o . - - etoEcp V✓al I i ._ - ..' .. . ` - u,lile -- wall ate B Inld .m - finrmh 40'r. C Qpper IeveJ .:. 94.5. _ 7 `. .. fir` r � ,l' - � �' .- � 1 ' W3 plate a IOWer level JO.00 fanlhh t' }oap�mis} bddraorvs � '� >�B5 . - - - privacy. - Erght ef-f¢nceE O l O 4 hel ht of "all balcon W0,1k;- ' } 3 F }0pr r ,. (_ .. a ba 5e u #: notarMayt.tpordh co }urimn 7% 5L.: ' .. - ' � 4 5al�d� balony - ti}' eoLtl Bauble corded ynva�y lattaue - sghd 'fente - � .. . - wal4�' edad r. 1tEA1t EEVATION (WEST) I Now" �a lsI y a � � 3 a. J o Z 6 Ay � 4 A5 »4'•e" Maximum elevaben b wall balr,ony wail -� wallplaEee W. finish floor a Mrd y0�1d fC1'I[_Q - C desk. I_ n S e �F $E o..g g m c KK K�_ w i W .n U � � o Z Q N - r. 0 m, 1 / maximum e1ev&bon height a are3t room rld.ge lines beyond _. buddln95 0 1 s to DESIGN SECTION.B i _ 0 I maximum e1ev&bon height a are3t room rld.ge lines beyond _. buddln95 0 1 s to DESIGN SECTION.B i _ 0 ° 19 N H Ill i.`Ab� approx. ooa4ow polar altitude �.Ivne 21, Haan .. REVISIONS BY " - line 0- Vpm - Bs° .._ _ 40° .. .. W fJ approx. _ shadow line - eneon approx• hhadaw : me B 9 am... O " � > o - zs V. A eolsr altitude - - Solar altitude - <idar altitude . edec 21, noon . - a- dea 21 apm ". C June 21, bpm Cde. 21, `jam - N V i j SHADOW STUDY @December 21 A9" i NE Vi5i0NS �1- 2 -q.a 922 i3l f2C , m�T "s ' mfg EiEw Y O� wp y III 11 3 J r - -. 3 i> o 1251 11 3145105 225:127 341 51TE 3vl 333 @@5403 - r� N No w - 312 314e 5 0 332 � RMA 2344_ 04- 20 4- Neighborhood Survey - 1 � Mdwcv P In[ 've Ii . Ft PAR S ri fn � 125Be0e Vu5aAVe..WM.005 3,049 1, 60 .4133 I 1278 VUmAw. 52925.004 3,464 999 .2867 I p, 143))aaVL Ma 52915.003 4,791 1,404 .2930 I I�'o'• 145He11aV.C4 52925A02 4,791 1.750 .3652 2 9 :. 166BWaVis4Aix.- 52923,004 4,791 1,392 2905 " 1 �, p 20513c Viral 52924.005 6,098 1,907 .3127 1 gyp) 3121YRnVi¢uAiG 529.22.029 10,018 .884 .0862 t .V 1� 31613tl.V.i Ay. 52922.030 9,147 1,344 .1469 2 0 . 320B VVta Ave. 52922.056 9,583 2,407 .2511 2 ,n >- 32211eI1aVUtaAve. 529.22.097 9,147 3,500 3826 2 " "324Eelle Vi M, 52922.032 10,890 1,591 .1460 1 332MaViMAva $2922033 15,246 I .1030 2 F 136Be11aVie0Ab 529.46.001 1,742 1,157 .6641 1 2 339Re0a WAv. 51913.016 4,915 1,843 3750 2 V1 VI ". 34013eV.Tu A've, 529.48.002 1,306 1,640 1.255 2 341 Pella VUleAV4 51813.015 5,7A0 ],728 9298 2 342p YIMA 529.48.003 871 1,420 1.630 2 3"BO.Vss AV. 529.48.004 871 1,233 1.415 2 - �34613et1aVi9eA,ve. 52912055 12,1% 1,483 .1215 1 T•( 35013e VMAJo. 529.22.036 7,405 1,842 .2487 2 35413e11aV, XA 529.22.037 10,690 2,274 .2006 1 ' 385lR VW+. 52921.009 10,018 3,016 3011 2 403/3dlaVib r 52921.036 13,066 2,662 2037 2 . 8398eIf. V,.f 529.23,00¢ 4300 1,992 - 1 2 I ( LEFT °F.PROJEGT SIDE (5E.LLA VfSTA AVE.) .. - JAWSMNS . 'BY - .. to �b f0 ' VO tl � avg rd. elev., 33I 3Bg -_ 4oa - .. .. RIGHT ov Pro 9eat 'bide- (BELLA VISTP,AVE.) '<. HB . I NUR _z MR to d s �U t45 205 225 � .. 0 q a w a M I 1 T � r ABBREVIATIONS A9 AG'GREDNf RISE P GRADE GREAK AG ASPHALT CONCRETE GTE FINISH GRAOE AT HOUR OF GeRAGE AD AREA DIMIN NP NIGH POW DOW GRADE AT DOTIOM OF WNL My MOM C CONCRETE HIS NOT TO SCALE CB CATCH WIN (N) NEW CL CHAIN UNK P PAVEREM or FINISH GRADE AT BACK OF GAUGE Fps PORNAD BOOM CONCRETE PPP PERFOMTW PLASTIC PIPE CO CLEAN OUT TO TOP OF CURB UP CORRUMIFD PIASOC PIPE TG TOP OF GRATE "IT CURB OPENING Tor TOP OF FOUNDATION on ORNEWAT INS TOP OF SIA3 (E) EXISTING TOW TOP OF WNL D FRESH ROM SSG SIDE SETBACK FG FINISH O SSCO SARTWO'SEWER CLEAN BUT R- FLOW ONE SUN SUDDRAIN PIPE C GRADE Wix WALKWAY LEGEND EXISTING PROPOSED DESCRIPTION PWPFTNY ME .._..v_....___.._ F M. AREA. U6UF -.. -- -v— C— CUF AREA ULAN -,102— CGNMUR W WATER TINE -. _� - - -- SD SWRM GRAN PIPE (SOLD) - - -- SS - -- — SS SAMARY SEWER PIPE -- - SOD- -- —SOD— SUMPAM PIPE (PERFOMTED) --O— a —0 O n s 'N GJERHEPD HOMES MIN POLE - -- - - -- —G— CPS ONE -- - - — -.. - -- —E EMcUNdc ONE (UNGEMROURM _ __- IT ,IF JOINT THROW SLV ® Sol SMEET LIGHT VAULT SANNARY SEWER CIFANOUT v ® SNIITARY SMM MANHDIE �: Qa STORM DUN MAMNCIE - - EMPROUER Y `IA WATER METER ® ME ANN TRUNK 4 � �.r D__. —x x— G' WOODEN FENCE F 1.;613_ 1 0.2? SPOT ELEVATION TREE PROTECTION FENCE S TALL CHAIN TOM SV]ALE �— DIRECTION OF FL01V IN PIPE ® AREA DRAIN/ INLET OVERIAND RELEASE PAM GRADE W OWN. 2% MIN. MAY FROM HOUSE 1% MIN. FROM PROPERTY UNE TO SWALE } C -l' r '�rZ, (E) TREE TO BE REMOVE TREE RUBBER PER ARSONIST REPORT iE DOMNSPOLOR ARCHIIECTUML PLANS SO BLOCK \ � MAINE GRADE OR CERTIFIED CPMPA0M) SUMOMIF 2X4 RED WOOD HEADER SPLASH BLOCK N.T.S. GRADING AND DRAINAGE PLANS TWO (2) NEW SINGLE FAMILY HOMES 339 AND 341 BELLA VISTA, LOS GATOS, CA N. I.d. R PUMP NOT J. HARD YORE THE PUMPS TO PREVENT ANY UNPLUGGING . 2. PUMPS TO BE CONNECTED TO BACKUP GENERATORS TO PRWEW FLOODING IN CASE OF BLACKOUT. 3. PROVIDE BACK FLUYI PREVENTOR VALVE FOR PUMP OUMU 4. PROVIDE RESERVE PUMP FOR EACH PUMP WELL. S. PROVIDE FLOATING OWCE. CONNECTED TO SOUND/ MOM ALARM. TO NOTIFY RESIDENTS OF POSSIBLE RISE OF WATER IN PUMPI'/ELL. PIPE NOTES: ALL ME PIPES TO BE PVC SCHEDULE 40 OR BMW. i XTARE is 24" CONCRETE r d d .4 9c O OO? :t 7)9AIVATFF. GRAIN TYPICAL DETAIL MIANSION .ttMNT GRATE (CLASS 9) OIL CHANNEL CAP OR ENO WRET ON CHANNEL DO.. DUVET SHEET INDEX: Fl COVER SHEET/ NOTES/ DETA115 C -2 t SIT£ PLAN, TOPOGRAPY MAP, LOT MINES C -3 341 BELLA VISTA, GRADING AND DRAINAGE PLAN C -4 339 SEDA VISTA GRADING AND DRAINAGE PLAN C -5 341 BELL VISTA GROSS SECTIONS 1}6 339 BELLA, VISTA CRO55 SECTIONS C -7 IWUIY PLAN DRAINAGE NOTES 1_ aim, water hall be direoled ow y from gal buildings into drainage s lm, gutters. t rm drain . late and drains tears. 2. All a., downspout¢ shall dImNmge to wnsmle splash pods dm away ft-4 We foundation. Sae arNMlt¢taral plena Bar road doempsat lomtiwa. 3. On site storm Data lines sboll oaenlst of aolid PVC -SORM minimam or better. UTILITY NOTES:: 1. CO,4,MNW SHALL VERIFY THE LOCATION OF AIL MILFI ES PRIOR TO CQ'(SMUCRON. 2. COI$JE ANT M( SAN AM( SEWER AND WATER LINES TO WRITHE STREET LATERALS. S. CONNECT OAS AND ELECWIC TINES TO E)(ISDNC STREET MTERAIS. PER PG &E STANDARDS. 4. EMNM IDR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UMT, SERVICES MYTH ADJACENT PROPERTY OWNERS. 5, ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE TINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMINMY SPEGIFICATLONS. ALL UTILITY DISCONNECTIONS SHALL BE N)OfRDINATED YOU THE DESIGNATED UTILPY COMPANIES. e. PRIOR TO ME CONSTRUCTION OF OR CONNECTION TO ANY STORM DMIN, BARBARY SEWER, WATER MAIN OR ANY OF THE DRY U URES. ME WOMMI SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UDUTY CROSSING AND INFORM ME OWNER/ DEVLJOPFR OF PITY CONFLICT OR REQUIRED DEVIATIONS FRED THE PLANS. NOTE: GRAOWG AND DRAINAGE PLANS SHALL BE REUEAM AND APPROVED BY THE PROJECT GEOTEGHNIOAE ENGINEER. GEOTECHNICAL ENGINEER'OF RECORD ONS PLAN HAS BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE VIDA ME INTENT AND PURPOSE OF ME GEOTECHNICAL REPORT PREPARED BY DATT BY C.E.G. 9 BY C.E. (( F NOTICE TO CONTRACTORS RACiR TO NOTIFY US& (( 80 ff WOMO AT BEFORE BEGNNINGNUNDER- i UND TOM FOR. VERI]CATION OF THE LOCATION OUTH OF UNDERGROUND UBMES. .d 21- 0 NOTICE TO CONTRACTOR: TOP OF ofti- AND BACK OF V]ALL M AMUS SHOIYN ON THIS PLANS ARE TO PROVIDE DESIGN GUIDE UNES FOR STRUCTURAL ENGINEER AND MAY NOT BE ME ACTUAL VALUE' CONTRACTOR TO REWEIV ME STRUCTURAL DETAILS AND CALCULATE ACTUAL ELEVAMRIS. EARTHWORK TABLE NOTE: 1. EARTHWORK QUANTITIES ON THIS TABLE PRE FOR INFORMATION ONLY. COMTMCTON& ARE TO PERFORM THEIR OWN CUATTITY TAKE OFFS. ONNER COPYRI4NT ©ROag .1 ENGIN£FRS CIVIL E KOOS Q U z Q ® O E o- U CO a w -J� Lu Q _ z ® it > Tn ® > -i S Q W N C7 U m z IT) C7 Q Q um JULY 22. 2010 Score AS SHOWN Prepares BY VG ChttkcO Sy. 5 R. Job Q 2622 si 1 OF 7 C -1 CUT GOT) FILL BY) IMPORT EXPORT ACT) 0]ySEMENT 191 26 STORAGE 35 14 _ E . PWCH /FRONT 48 20 O J DIIVEWAY 0 29 Toy& 274 88 0 IRS BISEMEW 172 31 N STORAGE 33 11 PORCH/FRO 42 2D DRMEV]AY 0 34 TOTAL 24] 96 0 150 TOTAL BALANCE: 520 184 0 336 NOTE: 1. EARTHWORK QUANTITIES ON THIS TABLE PRE FOR INFORMATION ONLY. COMTMCTON& ARE TO PERFORM THEIR OWN CUATTITY TAKE OFFS. ONNER COPYRI4NT ©ROag .1 ENGIN£FRS CIVIL E KOOS Q U z Q ® O E o- U CO a w -J� Lu Q _ z ® it > Tn ® > -i S Q W N C7 U m z IT) C7 Q Q um JULY 22. 2010 Score AS SHOWN Prepares BY VG ChttkcO Sy. 5 R. Job Q 2622 si 1 OF 7 C -1 a f i x, ✓IL ENGINEERS 1514 CMM W E LOS P1T05. C0. 99921 IF3: Q50 941 -6055 fm%: 656 991 -8755 -MNL SIVENQIIEF0.5® YNIOO.CON IFR: CWIAIGNi © Z1169 SID f)IgYFFRS qNL FNgNEEFS O W 1{ L y N g O Lo z Q J F Z r d > Q W > 'f) F- Q Q w N I m w z to z 0- 0 a < DaW JULY 22, 2010 sum.: by ermama M V.G. com=a b SR. bb p' 2622 sn�m: 2OF7 C -2 1 IM4 Cf M tME t➢5 N.I.. cR swxa lfl (650 9P1 -6055 EP% (656 941 -6]A -WJL S PM. EE SB TN com web .,I Mr n x00e SMP FN NEEfl6 CINL EN4lxEERS z C W 0 Q ¢ Q O i a L ¢ Cl) a ® ® if) z a < z x Z � ¢ �® > 1n ¢ o Z a W N Q m � > C-3 (5 -i ? ¢ m d' M ..I.. JULY 22, 2010 seae =5' reports by. V.G. CM1edeE by. Sft. 2622 5hee1 3 OF7 C -3 C S�ivilp� 79 N GIN EZ RS VIL ENGINEERS 15M CMM W E ws tiros. cA eaoza M. esa sa+ —eoss M. 8W 841 —g]55 E —MWL SMMg.FFftSa YPH00.001.1 M: CMMIGXT Q 2008 SNP ENPNEEflS GNL ENQNEEPS Z Q � U Z 0 p <o o L a U N Lu Q O Lo Q a Q 'H Z fA a ® Z Q > to e[ QQ O Z In J N Lu 0° a N Z ® g 0- Z a �® a a) co 0.1c JULY 22. 2016 sale: 1 NeporN b+a V.G. tTedetl hy. S.R. 2622 sees 4 OF q 7 C-4 � n DECK AC 90 80 70 60 GARAGE 90 80 70 90 Bo Q FG; lo P "AN /% i /// b ®[ SECTION CT' ®B V Y ° F 21 } /a•' % 23 t /4' CONC. SCALE H/V. 1 ^ =5' V24 DRAIN BOX W/ OVER TO INLET / ORYNELL/ BUBBLER ® unu VISTA 18' % 19 1/2" GRAff 4" PV �TG (SEE PLAN) 6' NATIVE BACKNII. INV OVER FLOW OUTLET TO BE SET 6' BELOW TG OVERFLOW FROM DETENTION pASIN _ HOUSE DOWNSPOUTS SEE ARCHRECNRAL PLANS ORIGINAL GROUND PUMP INGIALIASON PER w CONCRETE SPLASH BLOCK I CAP TEE I DRAIN ROCK MANUFACNRE BPECIRCALONS MIN. 24' 2S MIN. _____________' U CEO- TE %RLE FABF —� I ENCLOSE ALL ROCK e' INV PER pm Z . 6 •, 24* a, 6" /\ / \ 30.0' 8 "0 PERFORATED I NAIVE GRACE OR CEBRURED COMPACTED SUBGRAOE 4' `FRNN HOT TOM OF 2%4 RED W000 HFMER GRAVEL BASIN 1 INVERT ELEVATION VIEW SPLASH BLOCK of NVERFLOW AT OF N.T.S. INLET/ PUMPWELL DETAIL SHALLOW GRAVEL BASIN NTS ELEVATION VIEW— NTS sip ENGINEERS CIVIL ENGINEERS 191 CMCB LINE LOS.1 CP 940M 16: (sso) gal -eoss AM. (SS O) 941 -8755 E -LWI: SMPENWNFER59 YPHOOMA OVMFA CONR.T ©YA09 GNL MGWEd Q U z En p va z r 0 F c U N 1 Q co O to Z ED U Z p Q 57 an p En < > w �! z _3 �r ® m Q z C9 Pemas. 9me JULY 22, 2010 s..dW 1 " =5' PrtPO.ed by. V.G. .-W by. S.R. wb g 2622 =n�1: 5 OF C -5 FIRST FLOOR ^ ,_____.,— ____________ 1 f 9W 87.4 STORAOEJDS 8850_ -__ Bw 90 ! i PAD s7 sD •' '' -- ! i i i _ to 83491 I. f I ! ' O RENT TO! 81.00 — r — 1 I 1 4'P PEAFORAiEN SII�ORAIN - 4 �- PAD 80.00 - 1 -- •. : ! 1 I � T p _ y .. . +• ?.: ..;- Jw J__. - - _ I _I BO 4 "o P FIXATED SUBCfp11N 1 ! - 1 .1 ORA NN 0 1 RalmxaTm 1 I i Q FG; lo P "AN /% i /// b ®[ SECTION CT' ®B V Y ° F 21 } /a•' % 23 t /4' CONC. SCALE H/V. 1 ^ =5' V24 DRAIN BOX W/ OVER TO INLET / ORYNELL/ BUBBLER ® unu VISTA 18' % 19 1/2" GRAff 4" PV �TG (SEE PLAN) 6' NATIVE BACKNII. INV OVER FLOW OUTLET TO BE SET 6' BELOW TG OVERFLOW FROM DETENTION pASIN _ HOUSE DOWNSPOUTS SEE ARCHRECNRAL PLANS ORIGINAL GROUND PUMP INGIALIASON PER w CONCRETE SPLASH BLOCK I CAP TEE I DRAIN ROCK MANUFACNRE BPECIRCALONS MIN. 24' 2S MIN. _____________' U CEO- TE %RLE FABF —� I ENCLOSE ALL ROCK e' INV PER pm Z . 6 •, 24* a, 6" /\ / \ 30.0' 8 "0 PERFORATED I NAIVE GRACE OR CEBRURED COMPACTED SUBGRAOE 4' `FRNN HOT TOM OF 2%4 RED W000 HFMER GRAVEL BASIN 1 INVERT ELEVATION VIEW SPLASH BLOCK of NVERFLOW AT OF N.T.S. INLET/ PUMPWELL DETAIL SHALLOW GRAVEL BASIN NTS ELEVATION VIEW— NTS sip ENGINEERS CIVIL ENGINEERS 191 CMCB LINE LOS.1 CP 940M 16: (sso) gal -eoss AM. (SS O) 941 -8755 E -LWI: SMPENWNFER59 YPHOOMA OVMFA CONR.T ©YA09 GNL MGWEd Q U z En p va z r 0 F c U N 1 Q co O to Z ED U Z p Q 57 an p En < > w �! z _3 �r ® m Q z C9 Pemas. 9me JULY 22, 2010 s..dW 1 " =5' PrtPO.ed by. V.G. .-W by. S.R. wb g 2622 =n�1: 5 OF C -5 i DMINFLOIV PREVENTOR VALVE GRATE CI GRADE I (E) GROUND J (3)J ° O sm PIPE 10 CURB INLET ISIT CH INLET U SERIES J 1 SECTION X -X PW DUVET 90 PIPE TO C &G CURB k CIRCLE 8° (2)- #4 HORIZ. ON—,'U E VERTICAL CURB (AT EDGE OF NEW DRIVEWAY NTS 90 R.M :10- e0 EI M K PAV Bff 9' 9' NEW UM MY / LANDSCAPE Oote JULY 22, 2010 ale 1 " =5 --- V.G. • P•e0 by. i. S.R. hb � le' 2622 meets GUTTER (AT BELLA VISTA) s OF , 7 NTS C - 6 90 80 70 60 (N)R102.53 SN�� ..�._. 0&T 106.00 , ICNANNEL GRAM 9A _ GFE T BB.Q ._ 59e 4_L._l— "'r' � I I EN GINEEF2S CIVIL ENGINEERS C RVE 150, torte VNE LOS ALTO$ CA 9W2, 1 lFl: (650j 9M -6055 .._}90 EA %: `6`A)941 -6155 1 II E -MAIL SMPEMQNEBR ' TPHOO.fA II (2' ORNN ROE1( � li , OWNER: LOT 2- SECTION A A SCALE H/V: 1 " =5' _ LOT 2- SECTION E -E SCALE HIV. V =5' PLAN ENERGY REDUCTION BOX NTS C`Pxu6wT ©za 06 SMP EN61NEEfl5 qNL EH6INEERS ° U Z aS Z O L F N I '�qry V co AA^^TT 60 0 R a-- P z ¢ ® s gs Z Z > J Co Q J ®I clj Z W zi Lo m Z Q � Cry a R.M :10- e0 EI M K PAV Bff 9' 9' NEW UM MY / LANDSCAPE Oote JULY 22, 2010 ale 1 " =5 --- V.G. • P•e0 by. i. S.R. hb � le' 2622 meets GUTTER (AT BELLA VISTA) s OF , 7 NTS C - 6 90 80 70 60 (N)R102.53 SN�� ..�._. 0&T 106.00 , ICNANNEL GRAM 9A _ GFE T BB.Q ._ 59e 4_L._l— "'r' � I I EN GINEEF2S CIVIL ENGINEERS C RVE 150, torte VNE LOS ALTO$ CA 9W2, 1 lFl: (650j 9M -6055 .._}90 EA %: `6`A)941 -6155 1 II E -MAIL SMPEMQNEBR ' TPHOO.fA II (2' ORNN ROE1( � li , OWNER: LOT 2- SECTION A A SCALE H/V: 1 " =5' _ LOT 2- SECTION E -E SCALE HIV. V =5' PLAN ENERGY REDUCTION BOX NTS z 1® RECORDED IN BOOK 'N' OF MAPS, AT PAGE e, WAS TAKEN AS PP POWER POLE . GRAPHIC SCALE BASIS OF BEARINGS FOR ALL BEARINGS SHOWN HEREON. .__ -. -.- CHAINLINK FENCE - IS THIS A TOPOGRAPHIC MAP, NOT A BOUNDARY SURVEY. SHOWN RE . /� OW D FROM RECORD DATA AND MAY VARY SOMEWHAT FROM ROM S A A ( BOUNDARY LOCATION. 1 " =t0' N 31 °53• 1 108.00 3 1 � i liil7- _ "ste6 >eis AA n. 476 �'�j - "-��— 1 _ - -= 1 c '�'a.4�}.s M R -. 9> Imo' �_aB°ODaszl aNr sxo ., o � TQ - - y�. w I 1 1... --s v ! IT- JT IL Jr— J3 3se g l - 'fi� 5 Rs No ® . i YJ dJ L L LA % // V 1 S TA AV - JT __JT �a0a39 i i.1l�lp� JGINEERS /IL ENGINEERS ISJ4 CAR. LANE LOS ALTOS. CA 990M 1EL (650 941 -6055 FAX: [65O 941 -AIRS -MAIL SMPENI1+..f . TAN... Efi IXPYBIGNi (1 2006 .L F N ER6 ..L L NOINPSiS U Tp ® S N Z -i LO C Q ]� g® CC Z3 m 04 I q CWI ca ® IL Q Q CCD Cl ..1— Dole: JULY 22, 2010 xas .. 1I, PrtPOreJ by. V.G. ene<xw ey. S.R. b� 2622 sxva: 7 OF7 C -7 LEGEND AND ABBREVIAT _ NOTES: - ALL DISTANCES AND DIMENSIONS ARE SHOWN E — STREET CENTERLINE EI IN FEET AND DECIMALS THEREOF — — - — oI - REFERENCED ASSUMED B.M.- P PROPERTY LINE TOP OF SANITARY SEWER MANHOLE LOCATED AT BELLA VISTA AVE, E EDGE OF PAVEMENT DISTANT 34.51 EASTERLY OF MOST EASTERLY PROPERTY CORNER E ANCHOR AS SHOWN UPON THIS MAP EL: 100.00 A ANC A - THE BEARING N 31 E OF NORTHWESTERLY LINE OF LOT 11, BBMH SANITARY SEWER MANHOLE 1 1 AS SHOWN UPON CERTAIN NAP ENTITLED 'MAP OF STANLEY'S SUDDEVISION', N 31 °53• 1 108.00 3 1 � i liil7- _ "ste6 >eis AA n. 476 �'�j - "-��— 1 _ - -= 1 c '�'a.4�}.s M R -. 9> Imo' �_aB°ODaszl aNr sxo ., o � TQ - - y�. w I 1 1... --s v ! IT- JT IL Jr— J3 3se g l - 'fi� 5 Rs No ® . i YJ dJ L L LA % // V 1 S TA AV - JT __JT �a0a39 i i.1l�lp� JGINEERS /IL ENGINEERS ISJ4 CAR. LANE LOS ALTOS. CA 990M 1EL (650 941 -6055 FAX: [65O 941 -AIRS -MAIL SMPENI1+..f . TAN... Efi IXPYBIGNi (1 2006 .L F N ER6 ..L L NOINPSiS U Tp ® S N Z -i LO C Q ]� g® CC Z3 m 04 I q CWI ca ® IL Q Q CCD Cl ..1— Dole: JULY 22, 2010 xas .. 1I, PrtPOreJ by. V.G. ene<xw ey. S.R. b� 2622 sxva: 7 OF7 C -7