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Exhibit CC 04-16-2013 Item #18 Study Session Foothill Blvd. Development ( G 4/16/2013 I feh,, 18 Address: 10121 N. Foothill Boulevard Applicant: Ron Tate (Foothill Auto Service and Detail, Inc.) ... . ..._..._...... • No action, decision, or direction may be provided since a formal development application has not yet been submitted • The Council may provide comments and feedback on the proposal, including: • Whether a live-work project is preferable in this location • Whether the format and density is compatible • Specific issues or concerns 1 4/16/2013 , , • Demolish an abandoned auto service station and construct 6 single-family residential units total- 5 have detached workspaces along Foothill frontage • Live-work allows residents to operate small neighborhood-serving businesses in or near the building where they live • The intensity of the workspaces are expected to be similar to home occupation businesses _ i N , . 1 , itilitsliss _ ., . , ,:- r. ';a. 0 W e e , 'NI tY, (-.r.- e - r ..". Silver I v e r Oak Way : 2'556 «,,-, a , . ., - , yview, 4..,...o,Go ,,,,, ' *etireiiiaf 1 n .. 1.1.« i ini;:d1 (mk « ... n , co . , , 4 ca ;, `4, 01 ' '' ''N %, . --.. - - ' ' "- " ' '-. : 1 - - Cc;pettint° Rd -- Silver Oak lane: I 1 ''! :, . ,.., tt , , .1 S14,edakL 2 -3 -° 1., hill I !, - (iiiitg... A i Condos ', <‘-. .4,, , shoal 1 . c' -N C4 'N l ' tct 1 , ! 1111111111' ''''-. -,!: i , II 24,3bei -j ....4.„. ' _ i „. „,, 2 4/16/2013 Proposal Data x ng -- i __- ee t- ` -p �� d n tg ' Commercial Uses, ,',.dril Proposed Planned Development with General Zoning Commercial and Residential Uses ".it--and Use Co; .erci. 1, s en a1 ' ' .: Gross lot area 38,019 square feet(0.87 acres) „Allowable 15 DU/Gross acre or 13 units `density Proposed 6.9 DU/Gross acre or 6 units density Required "TBD by parking study.To i times- 8 Parking ' spaces/u it: ` Proposed Residences with workspaces:4 Parking Residences without workspaces:3 ° SAVER OAK WAY 1!1 ......'i. _. _ } ),i ik x - Y \ .l lJ �4,' _ar LOT fib I�.--'t+ — �—r.1 1 , ! .` . _ '.. .,_ _ ' 3 i . R 3 4/16/2013 v StVER OAK ROI) VA • Ito 11) twill ' Imil i1.11 1.mt.,,,,,....V.P. INESIbmithatitrilkv ...,_ ,,,,,,. ...., gr::: :.,-.,:,, 1 i I.. .. rp,. 411%,t1NfikalsitaiihtoOkd I zi-,-,-; i ,,,a1- W.-., 4 1 ,,' - 1 ,-.. it ,f, I ..., w ' .,-,,-,ii. 0 t ''',1-t•, t"..°!-°: ,,,„,, , n", ,,--'7".?it:, ' ...,1 •.'''' '''''' ''''''''' ' ' ""I''' '''''''' '41 1 al27„,41 1 a , - ' -,:-,.,,,-1,---.!-Ii-r, :---- ------- ,,,,k.l.':0> _....::'1 ,-..:,.: ...:; 4* ,=...... 1rt" 's - ,c-",..7.,..-i.,,-fir-•.-i- ,. .,-..* ...4-,='•-• .-ag-of, k. . --i-a*-- ,..;,.,-,---.-*,,, - ' ' '• - ,,,,,,,.. .. , ,• ,4* /4It /At '.. . ti. ...,,...„ ,L.. , 1 Irli i ikilf 4 4/16/2013 . _Ey �� •� uuununnL! Iii - 0 nuonuuur, .,T, • "lit I 1210U Li • -varr. hiallikm ill ■ . w•nof . . L io.-of�-•-._ imi i meri•- �rd 1 EClD .n i m - . iiii oa III — ilium_'1.1714'71 = 14*® I AR,LE'8 FLRN 1-111 GREY SMOOTH !W WOOD C!MlN7{OARD T.R.O. STUCCO SIDING SIDING ROOFING J • YS>fi 4`766' a v iVir , t -- -- 9 " ', 1-x: a •k(-r3E€ kc ^d `'x .�r `�C. 1-G � x� �� qi� A spy ;^ Y4 x 1-F i, q' an , ♦ n c tHNFORClD CONCRETE TINTED GLASS DOORS METAL WALLS S WINDOWS GUARDRAILS 5 4/16/2013 room.Kw IINORM ELEVATION ISILVER OAT:YWY L_ s i M Y PLAN .-.-. '71r lYa iw"ISiIB WWYfI�� -.-.slTasnIMUIM.-. �x 77 p � • Neighborhood is primarily residential with a mix of housing types; not in an established commercial district • Proposed density is comparable and in most cases, less dense than the neighborhood • Height of the residences about the same as adjoining properties • Project was designed to respect existing neighborhood's scale, mass, and bulk 6 4/16/2013 • Live-work developments require a special parking analysis • Each residence includes a 2-car garage and 2 uncovered stalls (except unit 6) • Total supply of 23 parking spaces (3.8 per unit) plus 4-5 on-street stalls on Silver Oak • City's Transportation consultant commented that proposed supply should be sufficient, and will conduct full parking study to confirm • Courtesy notices sent to property owners within 300 feet of the site • Voluntary neighborhood meeting held by the applicant on February 7, 2013: • Support for redevelopment of the site • Concerns about density and height • Concerns about pedestrian safety in the area • Request to retain existing post office box • General inquiries about workspace intensity and construction timelines 7 4/16/2013 • Planning Commissioners: • Concerns with enforcement of the workspaces • Generally supports the rezoning to allow residential/commercial • Questioned the desirability of a live/work project • Member of the public: • The concept is interesting, but concerned about ped. safety, conversion of workspaces to living area, and providing sufficient private open space • Review the conceptual proposal from the applicant and provide comments • If the project proponent formally applies, the project will require several development applications (including a rezoning) with review at future public hearings by the ERC, PC, and CC 8 CC 4-16-13 Item# 18 Kirsten Squarcia From: George Schroeder Sent: Monday, April 15, 2013 2:00 PM To: City Clerk Cc: Aarti Shrivastava; Gary Chao Subject: FW: Ron Tate and Mike Amidi development project at 10121 N Foothill Blvd Cupertino Good afternoon- I'm forwarding over a desk item for the Foothill Live/Work Study Session item (#18) on the Council agenda tomorrow. Thank you! George From: Gayla Page [mailto:gayla-pages att.net] Sent: Sunday, April 14, 2013 6:55 PM To: George Schroeder Cc:jell-l-pacie0att.net Subject: Ron Tate and Mike Amidi development project at 10121 N Foothill Blvd Cupertino April 14, 2013 Dear George, We are very happy that Ron Tate Diversified Development Inc. and Mike Amidi are working to improve the neighborhood through the re-development of the former gas station near our property on Silver Oak Way and Foothill Blvd. All the plans we have seen so far are very considerate of the surrounding neighbors' privacy. In addition, the landscape ideas we have seen so far are going to be an aesthetic as well as practical improvement. The proposed development seems to integrate well with the neighborhood. We look forward to seeing the development progress to its completion. If there is any information that we can provide, don't hesitate to contact us. We wish you and the project much success. Jeff and Gayla Page PH: 408-996-3648 1 C, C, GG 2633 Uricok Blvd. #6 10 Santa Monica, CA 90405 F. 310.526.7526 F: 310,52G.7681 E: Iiifio@rnodative.com . W. wmrnodativexoj i PROJECT NO 12-014 FOOTHILt BLVD PUD 10121 M Foothill Blvd. Cupertfna, CA 95014 Owner. Foothill Auto Service & Detail. Inc- a Cd1fornio Corporation KEY PLAN LN 3WI AD fleas, ddsigrm affangeral er i b and pt❑ns in6cohod inr represcr,fad by lhis drawing are owned by and the propoefy of M oda fivc, h5c. arid ure -TOWY for we on the spec0ed plojucl and ShdN not be usecr on over prnji--cf-i. or for ad6tt m to this pmlecl. Or for th 0 Cofflp�uffrm Of fh-:y r40jELr-t by others without the prior wMfm consent of and ❑ppfop-rialff conlp"scfh2n h2 Mi�dateva, Jna. No pad thereof shag he rapmduc&d, capi--d, adapted, pubrdhed, soJcr, & febufed to others of cfherw&& used without the pvfor wrJgen cops&r?f of and fnc.copyfight@ 03.15.13 PLANNING STUDY SESSION SUBM]TTAL SCALE DATE AS SHOWN 3/15/13 COVER SHEET Yi 4t w� x >3 v ,k .. .- ,--�»- .n „x-,.,.- t,.x�Y� x%.t°»x° -"¢ n�-r'- .,x ,=- A- .°,,.�TMi ,,, -.1": o'', _-.-. ,'Sr'.= ---eI ="x = .S'"M "', now- - 9 _ 99 99 9.9 9.9 ` 3 A9t9 ti� A 2.� (D e sa C RE, m His. T Rm h �u � � * mo M. X, .: "4'� VP _ Angle e At A'Lulm Akirninum AB Anchor Bolt Cx ! Black In BILK(G) f 1 g) 81) Board BLU0 Bu:lejing CAB . cabinet CB Catch l3asfn CE P Ceiamfc MNL Channel Clear G R C L I CL Center tine CC Concrete opening CONIC Co=efe COhISr t C Fuctlon a CONT ConlTnuaus C Q TR Conlractat fi Cl Penny N ❑it dB Decibel DD Deck Drain CiBL Double I.+9 Detail DID, blOmefer DIS? Disposal DN Down DS Downspouf DWG Dfoyving EA Each EL Efevallon ec ELECT E I t tree I EQ Equal ET Exterior FA Fire A10FFn FAU Forced Air Unit SECTION MARKER ELEVATICN MA RKER INTERIOR ELEVATION MARKER (DETAIL MARKER NORTH ARROW WALL TYPE KEYNOTE WINDOW MARKER DOOR MARKER SMOKE DETECTOR MECHANICAL VENTILATION FIRE EXTINGUISHER HOSE BIB WATER STUB OUT GAS STUB OUT FLOOR LEVEL CHANGE I'D Floor Drain FHC fire Hose CablaeI FLR(FLI Floor FOB Face of Black FOS Face of Stud FOC Face of Conerel FPM Feef Per Minute FT Foal, Feet Fool FT2 S uar eF t F e ef FT3 Cubic Feet FRf�C Furring U GA .Gouge va 00 ned GA LY � GI Galvanized Iran CL � Gt05t GYP Gypsum m i� GYP BID Gypsum Board H8 Hose Bib HC Hollo Core HD and wood - Ii HDWR HardwOra HORIZ . Horiaonlal MR Handrail Hot H H Wale, f Healer 1 If] Inside Dlcn et er IFa ( " ) Inch INSUL Insulation INT Inlerlor 1RR frrigullon KIT Kitchen LAV Lcvalo y 1-8. (#) Pound i1+LOX`A 1 A+1155}� � UM MECH Mechanical MED CATS Medlcine C❑binel _ vt _ , -, °:_x%- Y !k� n' _ ,.+.t,.- -..:- r-!;o- ' _4,. 'ra -' d t.... xi-: ~x- ioL :. w,.gti �� ... . v yo- _ mot' i t v ...# .may, w"n J.'# ..v 1 --- 'Z-- - .yo-..~,,.,.. r✓ .�k: ry J, tw o- ~�"- �[ -. -� . W. a z � °° _ :� mt.,00 _ .;,'". ,,. ,.ks~x .�-. ,. o-:s -:at ;.;.r- ...,.n' ;.n ..~.„x,- w..:.= .t- ,..,w. „ „,- .�.*„,- r.°�o-x r :tee °v ".`.ix';: °{, -ww,.. x�`°a"�•"'w"",<.«»nm,,,r:,., -. :-t-.. �,. N'Lt,"'= w'�;x >Y"". -.� ,.nm,�- ..wY.3., ^«�'^'~^ty' �„' x - tit- .. .r«. . >ti.>'....,rx.�. .M �ryMi: �„" W:. t. t,. �x:.,. x .�.s..ix'd'�°.""t:}..N >d�<;..°' �> �, �a::-"»' �", �, �', a:. �nlx�' b: °x"d.`.v':'n�°.�'c,'.,",:M --,<. ��,� n. bn. t-. t-, �.,.., �.;,. w, �. -,...., �.,-. �,. ..,,~...._- ,.,- ~_.,...�., -._t.. amt. .,_tb..�,- ,...._._.-...- „~.,e": OWNER: Foothill Auto Service & Detail, Inc- ❑ Colifomi❑ Corpora #Ton MIke Amidf 10121 N. Faothftl Blvd Cupertino. QA 95014 OWN FR REPRESENTATIVE: Tate Dfversiffed Development, Inc. Jon Tate 22 South Santa Cruz Ave. Seoortd Floor Los Gatos, CA. 55030 P: 408.399.4950 ext 1 F. 40$,39$ -4960 E=: Ron @Tatedevelcpment.corn ARCHITECT: modative, Inc. 2633 UncQIn Blvd, #610 Santa Monica, CA 90405 P: 310.526.7826 E: infoOmoclative.com w'. ww .modotive,corn SUBDIVISION ENGINEER/ SURVEYOR. Bowman 8[ W1111orns Jean -Paul Happee 1011 Cedar Street Santa Cruz, CA 95060 H: 83 T .424.3560 F. 831,426.9182 E'. kooter@bowmcinanrJwilliurns.com LANDSCAPE DESIGNER: Rainvllle Design Associates MIrf ❑rn Rainville P. 310.378.2650 F: 314.314.4423 E: raEnvllledesign9ycfhca.com CIVIL ENGINEER: SMP ENGINEERS Soeld Rozavl. PE 1534 Crab Ln Los Altos, CA 94024 P. 650. 941.8055 F: 650,941.8755 E: srozovf srnpenglneers.com STRUCTURAL ENGINEER. 7.13.0. GEOTECHNICX ENGMEER: T8,D, MET Metal MIN Minurnum ISC Mlscellane ovs MFR. (MN FP} Manufacturer NIC Not In Cnntac t N0. f #1 Number BITS N of To Scale OC On Cenfar OD OvWda Diomefer , . OTO Ovl io Ouf 011 ILL Overal € . FCF Pounds Per Cubic Feet P1, a e Properly Line Pf f r Y Li PLYWD Plywood PSF . Pounds-Per .Foot PDR RM Powder Room R RAf] f a d us Res 1 RD 0 of Roof l7r n E CT F C �F eclan 1e RecAlne I g 1 REF Ref, eralor Rm Room SC Solid Care . I SEG (SECT} Section 5FlTG Shea I�r f1 s 118 s t� r�rr o' SVA Slrnilar S & P Shelf & Pale SQ Square SS Servlca shk S.STL S10Inles5 Steel StD slandard S r�� fsr} Slora e � ST1_ sleel Sw Switch SYS ISYSTi Syslam TB T&G TICK TPH Tw TYP U.O,14, V V E RT YO/ C H P T Toal Bar Tonquo & Groove T ick h Towel Paper Holder Tot'} of Wall Typical Unless OEh se Noted Vent V6rflccl With Waler Closel f 1+Ud11e Heater wale, P roof W D ei hl ADDRESS: 10121 N Foothill Blvd, Cuper#irte, CA 95D14 APN #: 342-32-070 & 144 ZONE: P(MIRES) SITE AREA: 8r837 5q,ft, 10.64 acres GROSS AREA 38,419 scf.ft. /0.87 acres F.A.R.. Bu €fding ArealNet Site Area = F,A.R. 91881 SQ. FTtl28,537 SQ. FT. =; 0.34 BUILDING CODES: 2010 Californla Bufldfng Coder 2010 Califomia Greer, Bu €lding Starkdards Coder 2010 CMC, 2410 CEC, 2410 CPC . OCCUPANCY GROUP/ CONSTRUCTION TYPE.- R3 /U Type VS - Non -Rated FIRE SPRINKLERS: FuJly Sprfnkler8 d - WFPA13D Sprinkler System per 8313.3 (I23T3, 12.21A17(d)) The Sprinkler Sys #ern shall be approved by PlumbIng Mv, prior to Installation. EXISTING STRUCTURES., To be demolished. SCOPE OF WORK. 6 Sirs fe Farnlly Dwellings & 5 Work5pclaes BUILDING AREA; Homes 1 -5 Firs FfooTTotal Area: 1,755 SCE. FT. ' Living Area- 872 SCE, FT. . Gcrage. 448 SQ. FT, Workspace: 435 SQ. FT, SecondFloorTotaiArea;1.344 SQ. FT. Total Llvlrsg Area: 2,216 SO. FT {trot Including garage or Workspacef Total Gross Unit Area; 3,099 SQ, FT, Home 6 First FfoorTotall Area: 1,276 SO. FT. L €ving Arec: 8052 SQ. Ff. Garoge: 448 5Q. FF, econd FIoorTafal Area: 1.303 SQ . FT. Total Lfvfng Area: 2,155 SQ. FT. (not including Garage or Works poce� TotcI Grass Un1I Area: 2,579 SQ. FT, Total Carols Project Area: 18,074 $0. FT. BUILDING HEIGHT; Proposed BuIldIng Height: 25' -6" from grade Max1mum Building Height: None REQUIRED PARKING, 2.8 Parking Spaces per Single Family Dwelling 1/250 SQ, FT. per Workspace . PROPOSED PARKING: 5 Single Family Dwellings with Workspace: 2 Covered Parking Spaces /Dwelling carte d Hest Parking aces D e Pin s with Works ace Uri r� � n S I g 1� f g � 1 Single Family Dwelling without Workspace: v ❑c s 2 Oo erect Pc�rkirt e I7ell�er � 1 9 P ar s ace Uncovered Quest Parkin S ace De�lfrw without 1aV fc 1 g p 1 � p D1 =1SlIY CALCULATION: Ir All c a derfsi b the General Pion see P a 2 -28 : Dependent on #Pre ab I ,ass act a net hba hood context it�r a maJrrrum dense al' 1� DU e. x r ! g g oll`owable for the slte Is 12.4 unIts, based on T 5 DUlgross acre." . P o clod o`ect: G units ,8 rocs acre .G23 et acre sites ---7. DUB toss r � � � 1 S� i } e s ad a et tat size 1t he area u #o octet The toss acres I based on a rnryry ##1 rr fn t re a es d (2 brie 4 feet from trio roe Ifne out into both street front , an h s n 3 n g A p rtY Ice n se 3u . e e o Tr3 deft itions CEng ter 19 "QJ3 the verified o f ri d ry ar. I' r the z n rs , �Y 9 hap ter acres a is'defined as °the horizont ❑I are❑ included lthin the re e g g p p e c a site us the stree 'arecl bou died the street centerline u to thlri lirr s f It I t rs Io Y to e - -wa' he ex ended feet distant from the roe line the street rf ht of 1inrd t # � v ,1 dem arc! o the street cente dine." si t rl n Y SEE SHEET A.1 FOR 0 ENS ITY CAI- CULATION :Xw ° > '--£---' s_� n s= W� % .:.::. ; oo, `x 'R- F..,�Ya,`.m. -, - : °<.. -±. .n.�,.o t� :o�.' .,�,:5;�::o:w,- ,..,t...,w,. ARCHITECTURAL AO COVER SHEET Al TITLE SHEET A2 SURVEY A3 SITE PLACE A4 MATERIAL STUDY AS FIRST & SECOND LEVEL PtOO.k PLANS A6 BUILDING SEC11ONS A7 EXTEREOB ELEVATIONS DEVIL C -1 COVER SHEET /NOTES /TABLES C -2 STORM ATER MAN AG F-M ENT PLAN C -3 GRADING AND DRAINAGE PLAN C ■4 STO RMWATER DETA]L5 LANDSCAPE L -1 CONCEPTUAL HARDSCtAPE PLAN L -3 CONCEPTUAL PLANTING PLAN 1■5 CONCEPTUAL PLANT IMAGE$ L -58 CONCEPTUAL PLANT IMAGES Par��l game: GRASS AREA+ North: 4813.676 East �1778.2�68 • trine Course: S 99 -4Q�00 E lJangt}1:4 "6S + 3d?tll: 4a�3,4980 Eaat 1990,4934 + Trine Course: 21 Q4 -53 -00 W Length: 168.35 + kin -rth, 5800.2(141 Bast 4951, 9553 ■ Line Cos�rses 89 -40 -QO W Length: 2,}2.65 + NDfr,h= 5DO1,1831 Past : 4763,209'7 + Line Course: S Q4 -53 -00 E Lengta: 184.39 + nrth; 4az3.5763 EasC 4779.2468 ■ dh Perimeter: 782.9& A�eat Ja.01`3 gq.ft. 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P. 310.526.7826 F: 3 14.56.7681 E: info rrtodative.coni W. www.modative"com PROJECT NO 112-014 FOOTHILL BLVD PUD 10121 N Foothilf Blvd. C:upiertipnr CA M 1 4 Owner: Facthlll Auto 5arv1ce & Detail, Inc., a C cllforrria corporotion KEY PLAN SILIIP OAK AY } �EYx { R 'Q-�-:-�'; {fixYn w: AN Ideas, designs, crrcangemonts and &rm tndkdoted ar mpresanfad by this drawko-g are awned by and fhc property of M6&y}ive, trrc, drTd 6f@ Solely for use nn rt7e speel14ed pm�..f and shag riot be (rsed on afher prm eOr r or far bddltJorls to this prvlech cr for It }e ovmprefion of this pmjocl by nrhers Mthout the prior wi lten carlsanl al orrd opprvp4ate compensallon to Mperrtiver Incr No part thereof shalt ba reproduced cvpiedr adaptedr pvb-Sihadr sold d)skibuted to cfhers or 06mrwise umd withavr the prior wafter, consent of arrd vpprop6ate compensation fo rs'ioo<atfvvr Inc. Copyright @ la o-4 03.1 5. T3 J'LArdIi�EC� 51'L<aE�1� a,� SESSION SUBMITTAL C . 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FOOTHILL SOUL1 Co . 0i 1011 CEDAR STREET � ze � , - 5 L 'r I — - - _' r __ 7' r' - `_ I __ , , 31 " ,2 , , � L - � r . _ , . _ I __ _ _ _ . __ r __. . _ . , ,_, r , _ ._� _ _. �9 I ::F r , - , - ­ -, ` q , - -, , , r r I - .- --- - - -_ - I % -ip - - .� _� I I _r __ r- :r .- - -.11 - r . - - __ I - r __ - I , : . - L , .. __ - ". , - , , % - U - L� I — % � - � � - - � % 17 - . ___�­­ - - - - — - ! I - - __ - - , � I ! - - . % I I % I GRAPHIC SCALE (A) 2137-M-22 & 23 . SMTA CRUZ� CA 1150&D JlLe -3-saQ IQ I = 40 . . LtP (Ew) 420 SITIAM NN � ___ - __ j ! I I (6) 361-M-39 . THE CITr Q_ CLIPERTIN 1111111� I 0 �ANTA C�ARA CGUI[Md CAL] 1111=11IIIIIIIIIIIII W�Wwwww�nwu . - __ __ - I I PROFESS-IONAL LAND SURVEYOR NO. 8807 ( V F= ) I I Sf,'ALE 11' - 10' _ I !DRAWN OtN I xa No, �4145 I imbL - 10 .tL I - . - _­_ . --- __ - - 9 - ­­ -1. I ...--I. ­­ - ­ Z633 Umoln Blvd. # 61 0 Santa MG*a, CA 90405 N 3 1 0. 52 6. 782 6 10 3 1 0 . 5 2 6 . 7 6 8 1 E: 1i*@moda1Nexcm VE WzymadmWom - I PROJECT NO 12-014 . I FOOTHILL BLVD PLID 10 1 21 N Foothlil Blvd. Cuperilno, CA 95014 OwneF. FoothIll Auto Servlc�e & Detall, Inc., a California ccrporatlon KEY PLAN , 1- . -11 : . . . . . . �.. 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Cuperfinc), CA 95014 Owner� Foolhill Auto Service & Detail, Inc., o Colifornki: - Ccfporatfon SILVER OAKWAY __1111 - r --I :k;:-" � M �: 7 � H EMI 2 � I : --- I . . - ... .I... ' nl= '17 1�1= .,--. .1 .11. Ail Jd&*,,u, desJqrm arrungemarift and prqm �nd�-_cried or reprL:ented by this dmwing 43,re bWn,'�d 1by Und ffie p.r0pLrfy Of Mo dat�ve, ?.n a. cnd nresoJL ly for use on th e 5pec ftd projac t -and sh a�l n o f be ,used an ofl�vr projac;li, ar For addfftna fa thfir proj%act' or �Dr the clnmp�-n ftn of INF Projer t by other: wilhou I the pelor wrfffen consent of und nppeopfilltd Comperisallon 10 blodalive, )na. No poit thereof shoU be mproductd, ci-.P�ad' 0dopped, Pubkd�&d' xoW, d�sffibufed to othaes (v olherwht& uged wilhoul fhgp pflar wrWen con.smil ge orid lnc� Cop yrighl t 11- . 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STUCCO SIDING SIDING ROOFING REINFORCED CONCRETE TINTED GLASS 1740RS METAL WALLS & WINDOWS GUARDRAILS 2633 Lincoln Blvd. #614 Sada Monka, CA 90445 P: 310.526,7826 F: 31 4. 526.768 1 E: 14* rnodaIive.com W: www.rnodative.com PROJECT NO 12 -014 FOOTHILL BLVD PUU 10121 N Foothill Blvd. upert no, CA 95014 Owner. Foothill Auto Service & Detail, Inc.. ❑ Cd1forn1cl Corpor¢tion KEY PLAN MV02 OAK WAY AA idea.%, designs, off arngem ell fs and FJQns hdreafed ar reprersentarcJ by fhrs dra -rring are omied by and the property of M ado PY6. fnn, and ave iofL *fy for use on the specif ud projoct mid strop nat be used an other projack, or for addfflcr,s fa fN propet, or for fii a compietiarl of lh6 prQjec t by afhers wJfhauf fhe prJor wriftcn conserpt of acrd apprapriafe comparsoffon tc 1ti1oda6're, rrsc. NO pert fhereaf shUY be reproduaect, copied, advofed, pubLhed, sWdr drsrributed to others or otherwae used wrfhouf fhe �uior wrrtterr consent of artd apnraWk2lo compe,7sc on to Mada ive. Inc. CGPY ht,3 0115,13 PLANN ING STUDY SESSION 5UBMJTTAL SCALE DATE AS SHOWN 3/15113 MATER 1A STU D '"°•v"%%,_o "Y« xnrox W;. ;�,.. w><,o��,,.o,. �o�o:;: KEYN OTES Dlv. 2 - ON -SITE CONSTRUCTION 2.3 4.1 PLANTER / FLAMING AREA SEE LAMIDSCAPE PLANS FOR DETAILS Y? ryDF145ENS N � °ALLiDIIv E±I I I . .l E-1 .F.� CE v: < QE TLxI : F. E E}I O K%'r F B' R trf E.F:h1R>�TE €.F.E:: LlJES.:TE v<:' n3w J L >3f 1x . x6 -A.. Y w. _ ;SERI NfCLR= =�LIlL111f15`pRIkCE12E Vv vin —g%M hew µh STRIICTUR 4 eFRA II10 :.M MgE' ` .�ii y+n kry k E.1Iti7TIN t_UF _?43rwl`I:R'' °w n .. u' ry r Li ZI] w . 1+ ING-A V .F UNE]A 10N` v ry ry D €E E TI F. L}rJDA1l `517E9ANE7�:° Yn xw EC ryAF A li rylDi T ar oYE U� iMT i rrv�i i o e "�.ANSAREwF 0 R ° R EtERE N C E-'-',e' M:t_'j-'%0 N LY.i,R . TQAL'.�D.LI T. IZES` $) Q% LOC A, 1 nF xw w "pi ty °=n lw __ f . _�IE0 Et E1`x§REE]`� tom; xtt +v x:�o ✓ w:L.,�.NE. ��."<. .v ' -... xk x�. l•x.. .. xro >.x k�yx q�s:.. y°.'3" `rg „o'x..�o-van ' oo � >wo- �#:Eew:k"�, -,. °'o __ _ ___ _ f ^• W!NQ.±lS:- FOR 1i1 DS5�xM ifE ryLnEEryti iioti.• - }. VI: f Y.=.•.l`,.,.1C:.✓wr. *+r hw mrr w•x " "+?- .�..wwV. -r m.� x >{.* -aw.J. S:'.... r.'r'!o- x-Hryt= %DE-i:FE =<i LLO?ihl <fR1}Nz xri'!}P'nilfClv�Clµ1E_l. =4'r "pry < =k> yShd KE:D fE TORS' E RI0"GAII M%te � �'}_;�: RE a?L1 CTE rt lLNG`PCAHl 4 4 4 i } 1 L SECOND LEVEL L PLAN! 2 1 /41d _. FIRST ■ t 1 2633 Uncoin Blvd. 9610 Santa l+ionica, CA 90405 P, 3f0.52638Z5 F: 310,526.7681 E: Info modafiMe.com W: tima.rnodalive.cow PROJECT NO 12-044 FOOTHILL BLVD PUD 10121 N Foothill Blvd. Cupertino, CA 95014 Qwnef. Foothi11 Auto Service Detail, Inc., a Coliforrilcr orpnratlen KEY PLAN 814VLR OM WAY own v 4 w M = W. AT ideas; desJans, canngemeMs once pJcrns h&_ -ate'j ar fepresenfed by this drawing iris awned by and fh4e properfy at Mirada five, Jnc. and are svleJy rof use an lire speoMlud project arrd shall not be used on off of pmjEL07. or for caddifions fo this prajecl, or tar hf compk -tion at this project by ofhers wii uvt the prior wrflten consent of vnd appropriate campensc on to Jriadativ% fnc. No part thereof sha11 be repfvdviced, copied, adapled, pvbFahed, sold, dish vtad to athers or otherwise used w4hout fhe prior wr#1f?n consent of and approprlafe campensation fo ModvWe, Jnc. CopydgM @ 03.15,13 PLANlJIt GMIDY M. SESSION SUBMITTAL SCALE DATE S SHOWN 3 {15/13 FIRST & SECOND LEVEL FLOOR PLANS 4. L . .......... 3' ON 5�- - — - — - — - R. - — - - - - " 0- " - — - ' OM R OOF P EA K L IN E +4 10,00 V — - •--rte - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - w 7 - — - — - — - — - — - — - — - — - — - — - — - — - tgn -7� ............. Zim- . .......... --2 77 P W, A- -N� ..... K2 W 1�1-- rmn ';1 fit" M-r rf MU ...... 0, -M-Ar inz- �—ONRE V .............. t o F, ............... 9-a ....... mom -A- ;E: ......... � — � — R .__— _ _ •_ • ,, .":, .1f�"1:. " "F _R. '-.Y��. � ms T �..,— ww . "_ � w s. � ��' _+.�„:M , R 9.' : : y y xi t: x . x ' rtm ss p . - --- ----- -- 4P�3p' 25r i gi_gri 20'-9' 15'�Olj 5-0" 11 51-ul 74 .... .... .... GUEST PARKING DRJVEWAY ---- ---- HOME 5 COURTYARD 5 WORKSPACE 5 FRONT YARD SIDEWALK FOOTHILL BLVD SECTION B 2 SILVER OAK WAY 77:77- F 3 0 0 7": 2 r KEY PLAN 7'-- HO ME "I"' ROOF PEAK LANE +417.00' ;77- n ---- - - .. .... o Vkm M rv-u - +405.00' 7. H OM E J Y - — - — - — - — - — - — - — - mw M --- tz -E r. ......... ... XY W ......... . ... P" PRN'N ZS;4 2-- V KA. ................. ma X R.M—m-H X1 m .. . ................... im. r'A 171-10') 10'-10" 17-10 J 10, - 10" 17'-0" - 11'_ 10" 12 k_014 PLANTER SIDE YARD H5 HOME 5 SIDE YARD H4 HOME 4 SIDE YARD H3 HOME3 SIDE YARD H'2 HOME 2 SJDE YARD H1 HOMEI SIDE YARD SIDEWALK SILVER CAK WAY C' r-T f) A V ky SECTION A 1r8" = V-0" t 2633 Lhtuln Blvd. #610 Santa Majilca, CA 90405 P: 310.526.7826 F: 310,526.7681 E. 1nf0@mQd4fiV'4xf)1p w- PROJECT NO 12-014 FOOTHILL BLVD PUD 10 121 N Foothill Blvd, Cupertho, CA 95014 Owner. Foothill Auto SeMce Detail, Inc., a Califamla Corpor❑flon KEY PLAN S L V R OAK WAY F— --I 117-7:-774--7 Aff Wear, desfurij, arrangememfs mid pkirs indlcufed or rapfamnted by thi; cfeuw!ng are ciwned by and the property of hladcrOye, Inc. and are sultt.}e toe usu oji 1h n gpL--rJud pro+ecf and.5h&I r)0f be rised orl 6kher proier-h. or for addjliojis fn Ws P?c1jvc1r er far fli a campioliors of �hs pfa,ec; t by ofherr, wifhout the prior wfiffen corFse-N of and uppfop6ate camp�-risotjun IV M�CfCrOer ?i-3r!. NO PQ]rt thLPICOF ShOP bCT rilpludur.ed, copied, adupted, pub.ruhL-6, 56)d, dh FfbWL-d to 40fbdg Of OfhdjW ;& used wlfhauf b'?e prior written consiml of and ine. COrDyrjghj (P 03.15.13 PLANNING STUDY SESSION SUBMUTAL SCALE DATE AS SHOWN 3/15/13 B U I LDI NG SE TJ ONS tnx FOOTHILL BLVD m p SILVER OAK WAY NORTH ELEVATION (SILVER OAK WAY) :2] 118" = T'-U' .. SILVER OAK WAY BUS STOP L EAST ELEVATION (FOOTHILL BLVD) I l/8" = 1" -0" I 2633 UnColn Bkd, #610 San [a Monka, CA 90405 P: 310.526.7826 F. 310.526.7681 E- info@modailve.com W: wwiv.modativexurn PROJECT NO 12-014 FOOTHILL BLVD PUD 10121 IN FoathIll Blvd. CupertIna, CA 95014 Owner. F�o th III Auto Servic e & Detail, Inc., c Calflornla Carporatlon KEY PLAN MVEJ? OAK V Ay Al !deaf, designs, arrangements and plans hdicuted or fopruserifod by lhii df;owk;g ore owned by and Me property of Modcfive, fol n. cynd are Tokp�y for um- on fhe specTied proj--cf co,.d 5herJJ riot be used on ofhar pre4ecL-, of far addlirons lo Ns 10MieC t, Of 10F Hle GgtnprL-hUr$ Of lhis Peqj8e- f by olhimrr wilhoul fhe prkir WtHImbrt narmilf of orld upprqpflute qOmperigullool fa MadoUvo. Jnc, Na pad thereof -Ghoy be lEpfGdljQedr CQPi -Q`, 94Qpfe6, PUbglhBiJ, SaJnr, dWhuled fo Others ar olhemise umhzl withoul the prior writfTn =numl of and upptapiale cumpenmtion IQ Modahve. Inq. copytWo 03.15.13 PLANNING STUDY SESSION SUBMITTAL SCALE DATE AS SHOWN 3/15113 EXTERIOR ELEVATIONS g; ?vS:ix #o �M '-, R11-1 1 "-2 k ABBREVIATIONS IM P ERVICUS AREA COMPARISON PRE-C 0 H STRU CTI 0 N IMP1;I VICUE AREA CALGUL.ATION CLEARNG & CRUBElNC 50 CY AB AGGREGATE BASE UP LIP OF GUTTER AC ASPHALT CONCRETE LP LOW PLANT AD AREA DRAIN MON 140NUMENT 8C BACK OF CURB (N) NEYf 8FL BACKFLOW PRkV>Fd~ MR OG ORIGINAL GRDUND BSM BIGTREATMENT SOIL MIX PB PULL BOX EW BOTTOM OF WALL. PM PG&E VAULT C CONCRETE ELEVAEON �P/L PROPERTY LINE; C&C CURB ANT} GUTIM PPP POWER POLE PLASTIC PERFORATED PIPE PF-RVIOUS IEN'iE UNE PSE PUBLIC SERVICE EASEMENT 100.0% CENTERLINE SWALE PVC POLYYINYL CHLORIDE co CA CLE,ANOUT CONTROL PUNT R/W RIGHT Of WAY DWY DRIVIAY RCP REINFORCED CONCRETE PIPE 01 DROP INLET RIDS ROOF 00V4NSP0E3T DIP DUCTILE IRON PIPE SO STORM DRAIN OIL DETAIL SDMIJ STORM DRAIN VANHOLE ELCT ELECTRIC STD STANDARD EP BOE: OF PAVEMENT ELEVATION SS SANITARY SEV+'£R EUC EUCALYPTUS TREE SSWH SANITARY SE+M MANHOLE (E ),EX EXISTING SW SIDEWALK FF FINISH FLOOD TC TOP OF CURB FG FINISH GRADE TF TOP O+F F NUr1TION or GIR TE FH FL FIRE HYDRANT FLOW TO 70S TOP TOP OF SLAB C -IRE FACE TP TOP OF PAVEMENT FOC FACE OF CURB TW (TYP) TGP OF WAIL TYPICAL G8 GUY GRADE i3REAK GUY SIRE VCP VITRIFIED CLAY PIPE I-IP HIGH POINT WL.. MAITE UNE STRIPE INV INVERT WLK WALKWAY ' do JUNCTm BOX (UTILITY) W WATER ME7FR JP JOINT POLE wv WATER VALVE E)CI STI NG f ................. :.. - .rt yr M n 7L LEGEND PROPOSED —F — C 102, ----SD '-- s5 SUB OH e T TV 0- - E SL SSCO N wM —x�x- 0 PROPERTY LINE F1LL AREA LIMIT CUT AREA UMIT CONTOUR WATER LINE STORM DRAIN PIPE (SOLID) SANITARY SEWER PIPE 51 -18WIN PIPE (PERFORATED) OVERHEAD UTIUTIES WITH POLE GAS LINE ELECTRIC LINE (UNDERGROUND) JOINT TRENCH STREET LIGHT VAULT SANFfAi7Y SEWER CLEkNGUT SANITARY SEWER MANHOLE S7tlRM DRAIN MANHOLE ELECTROL.I WATER METER TREE WITH TRUNK 6' WOODE=N FENCE SPOT 1=LI=A7ION TREE PROTECTION FENCE 5" TALI. CHAIN LINK SWALE DIRE L70N OF FLOW IN PIPE AREA DRAIN/ INLET OVERLAND RELEASE PATH GRACING DIRECTION GRADING AND DRAINAGE PLANS SIX NEW SINGLE FAMILY HOMES 10121 N. FOOTHILL BLVD. CUPERTINO, CA 94024 IMPERVIOUS AREA TABLE PRE-CON TRU TION VS. POST -CON TRUOTIOIN IM P ERVICUS AREA COMPARISON PRE-C 0 H STRU CTI 0 N IMP1;I VICUE AREA CALGUL.ATION CLEARNG & CRUBElNC 50 CY COMMON DRIVEWAY DESCRIPTION AREA SQ.FT. AREA LAC RES PERCEN TAG I; MATERIAL AG PARKING LOT 13 887 0.318 51.D% AO EX18TING BUILDING FOOTPRINT 1 q54 G,Q3E3 6,19' ROOFING CURBS AND DRIVEWAY 3.w 0.084 13,4% C<ONCRIE -7E BRICK WALLS 159 0.004 0,15% 3IRK TOTAL PROJECT INIPERVIOU8 AREA 19,291 0.443 71.1% IMPERViOUS TOTAL PROJECT PERVIOUS AREA 7,827 0.180 28.2% PF-RVIOUS TOTAL. SITE AREA 27,118 0.623 100.0% POST-CONSTRUCTION IMPERVIOUS AREA CALCULATION DESCRIPTION ARr:A. SQ.I=T.) A Rl=A (ACHES) PERCENTAGE MATERIAL MAIN BUILDiNGIATTACHED GARAGES ROOF FOOTPRINT 10,786 0.248 39.8% ROOFING BACK BU I LDI NGIATTAC HED GAIRAGE ROOF FOOTPRINT 661 0.015 2.4% ROOFING WALLS 640 0.015 2.4% CONCRETE PATIOSJPATHS 2,859 0.066 10,6% CONCRETE STAIRS 167 0.004 0,69 CONCRETE TOTAL PROJECT IMPERVIOUS AREA 15,112 0,347 55.7% IMPERVIOUS ENTRY PAVERS 540 0.012 2.0% PAVER8 DECK PAVERS 78B 0.018 2.9°x6 PAVERS POROUS AC DRIVEVVAYAND PARKING G 4.253 0,098 15.7% PC RO US AC PERVIOUS PARKING SPACES .1 ,255 0.029 4.85 PAVERS LANDSCAPE 6,498 0.149 24.0° GROUND TOTAL PROJECT PERVIOUS AREA 12,006 0.276 44.3% PERVIOUS TOTAL SITE AREA 27,118 4.523 10910% PRE VS. POST C'OMPAFU ON AREA 95. TAREA ACRES) PERCENTA —GE PROJECT IMPERVIOUS AREA REDUCTION 1 4,179 0.0061 15.4% C-3 STORMWATER CONTROL 1 TES POST- CONSTRU TJON STORMWATER CONTROL, This prajEect proposes the use of post -- construction stormwater control, Q150 coifed Low Impact Development (LID) techniques, or post -- construction Best Management Practices (BUIPs), They reduce the long -term Impocts of development on stormwater quality and creek channels by preserving and re- erecting natural landscape-features, minty mfzfng imperviousness, and then infiltrating, storing, detafning, evopotrcnspiring, and/or biotreakfng stormwater runoff close to its source, or onsfte. I. SITE DESIGN MEA URES- Site pInnnIng ti�ohrliquea that help reduce atormwater paflutants and fncreaaes fn peak runoff flow and duration: Mirifmlze land disturbance and preserve open space M;nirnize impervious surfaces by constructing driveways, walkways and parking areas with interlocking pavers + Mirkimize impervious surfaces that are directly connected to the storm drain system by routing runoff to landscaped areas Cluster structures and paved surfaces + Use Inrldscaping as o drainage feature 2. FOUR E CONTROL MEASURES: Structural project features or aperatfonal "good housekeeping" practices thGt prevent pollutant discharge and runoff at the source and keep pollutants from coming Into contort with stormwater. Structural saurcfl controls: Roof down spouts release to iorrdscape or planting ar�os to convey and filter storm water before reaching the proposed dry well. Roofed Trash Enclosure that drains to the sanitary sewer system E36neffcfoi landscaping Operational source controls: a Morking storm drain inlets with "No i urnping" ,message Regular inspeatlon and cleaning of atomn drafts jnletsr vegetated s hies, splash pad15' parkEng areas. etc. • Driveway and part [ng lot sweeping 3. STORM WA7 R TREATMENT MEASURES: Engineered systems designed to remave pailutonts from stormwater usl`nq fiftrationr infiltrotfon, and sedimento #ion. They can be categorized as either LID or non -LID treel<marnt measures. LID treatment ,measures are designed to rnirnJe the oite's predevelvpment hydrology and provide stormwater treatment close to sources of runoff, f infiltration, and evapotrarispfrakiaet - vegetated swales arrd rain gardens • 8Eotreatrnent - flow - through planter (E) TREE TO BE REMOVED NOTICE TO CONTRACTORS OR i- 6Gl]- ��J -26 ROOF DOWNSPOUT CONTRACTOR T4 NOTIFY U.S.A. (UNDERGROUND SERVICE ALERT) AT 800 - 227 -2600 A MfNIMLIM L` POP-UP EkIITTER ��E RNN � EW'Vo f BLOC ATION i- Ei0E1- ?27 -�6 PROJECT SITE ou== ikfrN= . LOCATION MAP N.T.S. C--1 COVER SHEET NOTES/ TABLES C-2 C.3 STORMWATER TREATMENT PLAN C -3 GRADING AND DRAINAGE ALAN C•-4 STORMATER DETAILS BASIS ELF BEARINGS: FOUND SURVEY MONUIdENTS IN THE CENTER LINE OF SILVER OrkKS WAY, RECORD DATA WAS USED PER MAP FILED IN SANTA CLARA COUNTY RECORDERS GFFIC£ AT BOOK 361, PAGE 39, iTE BENCHMARK: SURVEY CONTROL.: SET MAG NAIL IN FRONT OF THE SITE, ELEV= 37930' MOTE: GRADING AND DRAINAGE PLANS SHALL RE REVIEWED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. SITE GRADING AND DRAINAGE NOTES 1. Allradi�r g is subject to observation by the Soils Engineer. Contractor shall no Ify the GeotachrOcal Engineer of record at least 48 hours before any required prasence at the site for inspections, testing or observation.. 2. All debris, vegetation and organically contaminated lolls shall be clevred from the building areas cnd removed from the site. 1 Dontroctor shail follow the recommendaHans given in the CeotechrPical Investigation Report foj- this project. 4. permanent cut and fill slope$ shc1l not be steeper than 2:1. 5. Grotfnd surface ad Jacent to the buildings shall slope at least b away from tho founds ion. S. Surface water shall be directed away from 61 buildings lnLo iandscaping arecs, vegetated ewales, rains gardens, etc. 7. All roof downspouts shall be disaannacted. Roof downs outs shall discharge onto concrete splash blocks and roof runoff shall be directed to landscaped areas, etc. B. Storm drain lines Rhofl consist or soild PVC SDR 35 minimum or better, 9. Storm drain lnlats shall be precast concrete, Christy U23 type or equ[vaierst. EARTHWORK TABLE EARTHWORK QUANTITIES ON THIS TASI_E ARE FOR INFORMATION ONLY, CONTRACTORS ARE TO PERFORM THEIR OWN QUANTITY TAKE-OFF FOR F3100ING PURPOSES LAND SURVEYORS 1534 CARGO LANE LOS ALTOS. CA 34024 TEL a � 941 —5055 FAX: 850 941 -8735 COPYRIGHT C 201.3 SNP ENGWEERS GIML ENGINEERS co N Ll.. LU L X06 2: Z 9 >- � C) .J E N 10 -M LU 0 C) < rL LL o cv� LLI I a � a" 0) . �.,. U) Im �: �j IL w < _j Z C0 0 CL LL ■ RaAgfus: Pu L tN. 03/15/2013 Scale: KITS Prepared by, A.A. /R.J, Chedked by S. R. Jab 1: 21 3032 sheaf: 1 OF4 C -1 W J LM Q H O Z W 2 W O U CUT FILL CLEARNG & CRUBElNC 50 CY COMMON DRIVEWAY 270 CY PARKING SPACES 80 CY HOUSE 1 -5 350 CY 30 CY WORKSPACE I-5 Loa CY 10 CY LANDSCAPE 1 UO CY an Cy TOTAI, 950 CY 100 CY EXPORT 850 CY EARTHWORK QUANTITIES ON THIS TASI_E ARE FOR INFORMATION ONLY, CONTRACTORS ARE TO PERFORM THEIR OWN QUANTITY TAKE-OFF FOR F3100ING PURPOSES LAND SURVEYORS 1534 CARGO LANE LOS ALTOS. 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INHIBITOR OR APPROVED EQUAL CLEANOUT AT CORNERS III }S 1 f 4 BEND DRAIN 1' TOP SOIL BACK �TLL - V WIDE �EL�O OR APPROVED EQUAL COMPACTED 90 OR PER SOILS REPORT TRENCH COMPACTED TOPSOIL FINISH GRADE � 1.0, ��6 Jaw - 1 /44 LEACH HOLE BEJIL I� f ROOF DOWNSPOUTS E 4" D PVC DRAIN PIPE SEE ARCI�ITECTURAL PLANS FILTER FABRIC f C /z LEANED AND WASHED PEA SIZE DRAIN ROCK -- I I } CRUSHED STONE POP-UP DRAINAGE EMITTE SUBDRAIN 4'4 PI~BF, PVC PJFE, � HOLES DOWN t fr INV. PER PLAIT c - SPLASH J3LQGIC 17/7 �;. I- - - T 2-_4"j SUBDRAIN TRENCH DETAIL ELEVATION VIEW— NT B OVERFLOW RISER CLEAN QLJT .._._••-•-• ............................... OUTFLOW PERFORATED SUBDRAIN STRUCTURAL PLANTER WALL STRUCTURA1r COBBLES OR SPLASH BLOCK PLANTER WALL B DOWN SPOUT BUILDINO WALL PLAN OP71ONAL MOUNDING PARAMETERS: TOP OF MOUNDS AT LEAST 2" BELO CREST OF OVERFLOW AREA. LOW POINTS NO MORE THAN 12" BELOW CREST OF OVERFLOW RISER CLEANOUT WITH CAP AT FIN. GRADE BEGINNING OF UNE BUILDING EXTERIOR MALL 1310-TREATMENT SOIL iEi'' UNDERDRAIN CLEANOUT MTH RIM TO MIX PEF SPECS FIN, GRADE. SEE UTILITY PLAN FOR LOCATION & INVERT CONCRETE OR OTHER a STRUCTURAL PLANTER WALL WITH WATERPROOF MEMBRANE CLASS II PERMEABLE ROCK ADDI`FIONAL WATERPROOFING � ON BUILDING AS NEEDED PERFORATED OR SLOTTED SLOPED UNDEROfRAIN (SLOPE AT 0.50% MIN.) WITH PERFORATIONS DOWN. SEE PLAN FOR CONNECTION TO C.B. & FOR INVERT ELEVATION SECTION B -S FLOTF-THROUGH PLANTER TS VEGETATION J MULCH X .�Ly.. sx 4:.ry".,��. =h�, :�R, +`i #I_, Sys r r }x''3"�k- # �xt,�''•d� �'t�_ SALE DETAIL. EDGE RESTR� N.T.S. BETE GRID 1/2"-I" (13- 25MM.) BEDDING SANG} BASE E TENDS 12" (300MM.) BEYOND GRID PERIMETER OEOTE TILE (AS REQUIRED) EXISTING COMPACTED COMPAC -TED AGGREGATE BASE 50JL SUB- GRADE TYPICAL MEABL,C:r TURF BLOCK NT OPTIONAL MOUNDING PARAMETERS- TYP. NO S AGGREGATE EH OPENINGS TOP OF FOUNDS AT LEAST " CONCRETE PAYERS WIK 3 1/8- (BOMW{) THICK BELOW CREST OF OVERFLOW RISER, CURB EDGE RESTRAINT WITH LOW POINTS NO MORE THAN 12" CLEANOUT WITH OAP AT FIN. GRADE BELOW CREST OF OVERFLOW RISER (SEE MUNICIPAL STANDARD DRAWING) fq BEGINNING OF LIFE I� s' MIN. PrNr,INO S , NO, 2 STONE B10-TREATMENT SQII, ;-= : (SSM) .MIX PER SPECS M UNDERDRAIN CLEANOLIT OPRONAL GEOTEXTILE ON WTH RIM TO FIN. GRADE. z` SEE UTILITY PLAN FOR 4' YIN LOCATION & INVERT B' CONCRfTf PAVERS 12" MIDI OF CLASS II PERMEABLE ROCK PER NA_nVE SOIL. CALTRANS SPECIFICATIONS DO NOT COMPACT PERFORATED OR SLOTTED SLOPED UNDERDJR.AIN (SLOPE AT 0,50% MIDI) WITH PERFORATIONS DG N. SEE PLAN FOR CONNECTION TO C.B. & FOR INVERT ELEVATION RAIN GARDEN (BIORETENTION AREA fT NOTE: SURFACE AREA OF THE SIOTREATMENT SOIL. SHALE. EQUAL 4 OF THE AREA OF THE SITE THAT DRAINS TO TREATMENT MEASURE, UNLESS SIZING CALCULATIONS ARE SUBMITTED DEMONSTRATING THAT PROVISION C „3 REQUIREMENTS ARE MET USING A SMALLER SURFACE AREA 5 M VATIVE GRADE ON \ k CERTIFIED COMPACTED SUBGRADE 2X4 REDWOOD HEADER N.T.S. 3” -6" STONE FOR OVERFLGW DRAINAGE (OPT10NAQ POROUS ASPHALT 3 TYP. 3" THICK I �Edd3NG COURSE TYP, 2' TKICK (TYP, 900 57 STONE=) €+f O. 2 STGHE SUBBASE- THICKNESS VARIES WITH DESIGN OPT10NAL GEOTEXTILE DN x BOTTOM AdD SIDES OF OPEN - GRADED EASE SOIL SUBGRADE TYPICAL POROUS A P. A PAVEMENT NT NTS 1534 CAROB LANE LOS ALMS, CA 941324 TEL: (M) 94t -8955 FAX {85(} ) 94-1 -8755 �y4t'TER: SMF ENGENEE CIVIL ENGINEI CL W � 0 Lu CL I I.0 I o C) c 1) 0 w -i m o r Bate; 03/15/2013 Scale: AS NOTED Prepared by. Checked tiy� S.P. Job: 21,032 Sheet: 4 OF 4 C-4 :RS .Rs W I ;LIJ n cr w i>> 0 co TYP. NO S AGGREGATE EH OPENINGS CONCRETE PAYERS WIK 3 1/8- (BOMW{) THICK CURB EDGE RESTRAINT WITH CUT -OUTS FOR OVERFLOW RAINAGE 4- (TOOMM.) THICK iJL}, DE 57 STONE �'PEEd =GRAOI<� BASE BEDDING COURSE 1 1 f2 "--2" 40- 50MM,) � THICK (TYP. NO. A AGGREGATE*) NO, 2 STONE SUBBASE -THICKNESS : VARIES VATH DESICH a OPRONAL GEOTEXTILE ON BOTTOM AND SIDES OF OPEN - GRADED BASE SUL SURGRADE TYPICAL PERMEABLE INTERLOCKING CONCRfTf PAVERS NTS 1534 CAROB LANE LOS ALMS, CA 941324 TEL: (M) 94t -8955 FAX {85(} ) 94-1 -8755 �y4t'TER: SMF ENGENEE CIVIL ENGINEI CL W � 0 Lu CL I I.0 I o C) c 1) 0 w -i m o r Bate; 03/15/2013 Scale: AS NOTED Prepared by. Checked tiy� S.P. Job: 21,032 Sheet: 4 OF 4 C-4 :RS .Rs W I ;LIJ n cr w i>> 0 co SILVER OAK WAY -y , A w uyi I i yr; FAJ,10 Ay 0 0 =w-,l0!C0NCEPTUAL HARDSCAPE µ; 3 !{ 3 2 I w < Ho �0a��� lu � -M "u in i § Go,aw LLY J 0 m 0 Lt a. 0 ::) LL — 0 rniriam . r a i n v i I I e landscape design + pin ming 1632 aviation NO redondo beach INITIAL 03 -07 -13 03 -14 -13 DATA= : 03J4. 2M SCALE : AS SHOWN DRAWN BY, AQ L - I CONCEPTUAL H RDSCAPE P L A N T L E G E N D SILVER K WAY h 0 MON LEOENL3 QTY SIZE ARRANnIMENT PLANT TYPE COMMON NAME WLlCOLS A 10 36" acx PER FLAN PLATANUS RAOEMGSA CAUFORNLA. SYCAMWM M 0 a 22 36" Box PER PLAN QUORCUS AGRIFOLIA COAST LYE OA K L 0 C 11 2A "'BOX PER PL.4N AC51`1RUERLJM RED MAPLE H 17 11 24" SOX PER PLAN CERCI s OGCiDFNTALIS WESTERN F3E01B UD L 0 E 120 riGAL PER PLAN RoGM ARMSOFAC:Ll#ALLIS'PROSTRATA' PA STRATER03EMARY L F 126 4 GAL PER ALAN H11WCHERA PAIC-RANTHIA CREVICE ALUMROOT M ?4. G 132 1 GAL PER ALAN IRIS DoUGiASIANA DOUGLAS IRIS 1.1 H 131 4" SO Fr PSR PLAN CAREX PRAEG RACILES CLUSTERED FIELD 5 €DpE h1 I i6 IOAL PERpLAN s[SYPIRCI-iduM 8ELLUM I3LU5 EYED 0RASS L 1 81 150AL PER PLAN ARCTOSTAFHYL05VENSIFLOFA HOWARD All: MINN L K 81 S CAL PER PI.AtJ CALAMAGROSTIS NUTKAEEF415 PACIFIC RE IED GRASS M L 93 1OAL 13 ERPLAM MLIKEHRERGIARLGENS bEERGRASS L M 19 Is GAL PER PLAN RIO CIVARICATLJM SPREADING 0009ESERRY L ,5 hI 2S IS GAL PER PLAN ROSA CAUFORNICA CAL-IFORNIk ROSE L O B 14'k CAL. P5R PLAN MAQU01 A VIRGINIAFIA 6F.ET13AY M P 18 24" BOX p5R PLAN UM13EU t]LARIA CALIFORNICA CALJFORNK BAY M j a 5A 13 GAL PER PLAN RHAMNUS CALIFCRHICA COFFEEBEMY VL R 17(� ICAL PrRPLAN ACHILLEAMILLEFOLIUM YAAROW L 9 11s 4" SO FT PER PLAN FE$TUCA RLFBRA MOLATE RFD FESCUE H Fi T 4 WROX PEeRPLAN 1,LOUIDAMBARSTYRACIFLtJA AMERJCAN3IYBaTGUTA M F:..yc, L3 ibo 4 "SOFT PIRPLAN A GRO 5713 PA LLE KS BENT GRASS M t LF 45 SOA[. PER PLAN LAVATERAASSURGENTWI -0 RA TREEMALLOW L 3 EPTUAL PLANTING it 11 1 11 2 1 V W ,uI H�C- Q 0 1�� OM Eno -Z�,M ni 0 O LL_ 00. C) J C) z 0W L J r < C) qr- mirlam o rainvill landscape design + planning 1632 avlatlon blvd redondo beach FI IF[ ddiI1 lalflVgFeaC51�jII" u1di INMAL 03 -07 -i3 03 -14-13 DATE : 03.14.2013 SCALE : AS SHOWN D RAW N 13Y : A L � 3 CONCEPTUAL PLANTING CIL. ir 4 �6 0.- N R4 �-� t4 Nk ; Pok I ge ;4AI�Z cvz Rip,, IiIUA Iz MAGNOLIA VIR INI NA I 4 SEET BAY FE TU A RUB RA MO LATE -¢ 'RED FESCUE' i R UMBELLULARIA CALIFORNICA 'CALIFORNIA BAY LIQUIDAMBAR STYR FLUA NOv AMERICAN WEFT UJ1 RHAMNUS CALIFORNICA t ' FFEEBEIRRY' AGROSTIS PALLETS '!'7T V AR FIILLEA► MILLEF LIUM V LAVATERA AS BUR ENTIFL RA TREE MALE. f(w, T CONCEPTUAL PLANT IMAGES. w (L ic Z3 c Iz �uta0 to # >`�az ,6 LLP w z fn to LLI 0 w w0 0 J T 0 0 L� J J0 LLI rro LL 0 LL J 1 -- mirlam • r2lnv111e landscape deplgn + planning 1632 avlatian blvd redondQ beach INITIAL 03 -0M3 D3 -14 -13 DATE . 03.14.2013 SCALE, AS SHOWN DRAWN BY : AQ LW.5B CONCEPTUAL PLANT IMAGES