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2010050306 - Maps Submitted November 10, 2009
t y __ - _ I- :F C & ~ ! 5 .4n t 4" _ ~' Stt d. , y . ~ 666 ~~ CS CQVER SHEET Aa1 NEW SITE PLAN, ORIGINAL A-1a NEW SITE PLAN, ALTERNATE A A-1b NEW SITE PLAN, ALTERNATE P A-2 PROPOSED FLOOR PLANS A®3 EXTERIOR ELEVATIONS A®4 H®USE TYPE C, NEW VICTORIAN, CONCERTUAL DESIGN A-5 H®USE TYPE D, FIESTA HOUSE, CONCEPTUAL DESIGN A°C STREET SCAPE ~ GRADING ~ DRAINAGE CODER SHEET 2 TENTATIVE MAP C-1 UTILITY PLoAN C-P GRADING ~ DRAINAGE PLAN C-~ SECTIONS C-4 sTIJRMWATER MANAGEMENT PLAN L-1.1 PLANTING PLAN LR1,3 TREE INVENTORY PLAN L®2.0 LANDSCAPE C®NSTRUCTION DES°AILS L-2,1 LANDSCAPE CONSTRUCTION DETAILS ~AfJpAP~ REED A55©CIATES. Paul Reed 477 5. Taffe Ave. Sunnyvale, CA, 94086 408.481,9020 p ~~~ SCOPE OF 1NORK; 9 SINGLE FAMILY RESIDENCES Project Info Owner; LANDMARK DEVELOPMENT APN; 529.14.012, 529-14-067, 529-16-073 Existing Zoning; RM~5-12;PD ProposedZoning~ R-1,a,PD Site Area 3,06 AC, (133,293;6 S.F.) ~.~; NU!l ~ 4 2009 ~~ ~ CIVIL ENGINEERING ASSOCIATES INC.. 2580 N. FIST ST, SIUTE 290 San Jose, CA. 95137. 408.435,1075 ~~°aWN a~ Losc~ATas PLANNING f~IV1510N ~~-07- l`~?, 6 R Paragon besign Group, Inc. Rodger W, Griffin, FAIBb 405 Alberto Way, Suife #C Los Gatos, CA. 95032 408.358,3707 D I ,I C - - r i -- _ _ L Q tos C X86 oK of i ~a .. id r~ma~,.,o,.,.P ~~rc~N~TV MAp ~~~ :T LOCRttON ,-~_ - ___ AP~aU~~; -`-""---~._.__ `l -- - -. _ - _ ®d' eni5iarv~ircccadSHRUaSTO REMATNINTHISAREA ---.--- ,~ Open Space Streets & Parking 23 ___ __. -- 1 ~ ,749 Sq. F1. 17.8% 'I i v e --- ~q~Et~?°L - d -_ _ _ _ _ 133,293 Sq. Ft. 1D0.00% ' --- -_ _____ - tlg~ro S~a~o; - - -- _ _ _- _ _ Priv. (patios) 3,387 Sq. Ft. "'~ ~ -------_.1 `- ------ -~8,~62-~q.. Fi. Total 91,949 Sq, Ft. Total Open Space --EDGE OF PAVEMENT ~ia99 ~~i'®~roont vo. ~@a~Ei~d ~d~-0epanemrrt boa: full Development 1,75 Acre. 1 (76,665 S.F. d Lrl ~oo~tng S Garage Parking S aces --~_.__`"'..-..---_. 18 ~-''~-- na~e ) S D~vQlap~l~ni-. _~'~-~~{~~~` To 3 06 Acre TolalArea p Driveway Parking Spaces --_- 18 . . ' 329 S F _ 61 p~g~paoes Total ~ 46 ~ ~ ~ ~ ~~ . . ( %) of Open Space - _ _ .. ._- .. .~ I _ _- ~ E ~_~~ l~it~ ~~ B - - - - - - ' - - ~~ - -- -- to , A - - _ _ SCALE 1":20'-0" P ni. ~ .54 1~Q STe~7~ HT&WUVA~~ 17 _ I D'SI~AG Uf,l C _ _ _ n _ t arose ~~ ° ~ - - - ~, ~' -~ 4 ~L " _ ~ ~ '~ O Y 11 ~ N, ~ .. ~ P, / . A99S ° ~, „, II . , +~ w p~ ~o e i Il ~ ~ ~~ ~asm~s TREES I1~91 8/ N17°3T2d'E41.75' V O U F ~ ~ '~ N E%151LJ8 TREk5 iOAEMAiN N28°Qg'90 2~ N/ ~ ~~Oti d~ / II J ioAEMATN ~ rg'A6E i"/'~ _ j161'~'~r .164.26' Nz8°08'40"c~ d ~ ~ ~ 1 107 ~ ' ~ 111j N 1 . ~)tdl , _~a., ~ `.ill N3J°u3'10"E '~~ ~. ~{i'1 (Ib® f91{1 I COIF Nt~`45'10"E~.- Ilr; 1. UOgi I ~ ~ ~ ~s°n~mr~ ~ I Gl ; I N20,°IS'Ed'E 186".._. ..__....---~-..--^_ "' I io aEwu~,aao l (i7~i ~ I~~I (iUcll ' ~~-~_~, (51 - ~ - A)~~- _ ~ F ~ IIOCI 1105; --- %~ I PRIVATE STREET a ~ s~~PE (sve ®t~.® ,!,'...- "<'°suNO /~ '-1) 177_.____-'• _; ~_'SI~~___ .~t1PC(NO~rUIb~ ~ ~~~ J N TM,~-i ________ *i~l ___________ ___________ ___ l ~,~~M1'~^ ~ T(~.. - Gb, y ~WATERMATN i r. ;~~ ~' . ~ ~ "' ~ ~'k- ru - FJ,SEM - JW' '. 21'.0•_ ~~ roeF aExarro~ o ,~p 1. ~ -2bN I ~,:`"•. CWRT YARDN C U.. ~`)f' V,M` %1 N -.' Eq flEfS ~~ f~'t 31 .p' pcxo~o ' I o _q~ (`_I ® Istrg i R PL (~I '~ Ili _._ c '---.~I 22'-4" , ~ ,/ ~II41' 3 b (. ~' ~ aeavArcn ~ ~~~Ir' ~ - u ~4 la ~ EHISiING TREES APL / 11'q,~ ~ l it "9;7 io REMAIN IbS~ ~' ~ `-1•(,r. UA1'YARD //® 27 (1 ~ ~- ' 9" _ _ _ PGA 6AAA6F l Q 1 ~ .~_ o is~... xa .-~ '- q \J 2s'-4' ---- I ' fl~ _ G ~' t • '_'-_...D¢sTTAls--'----- Ig',Y" _._ ~~~---PL-=4--~~ •~ zt • Ci - ~_`~~ 4 I;u)' '''`%il o ~, - ~ 12'.2' 6EE ENf. P~tVEA LSNE (TO BE R'ELOCATEDJ ~~~_ _ _ _ _. _ _ _ _ ~ - ~ ' ANS FOA ~`,-,`\ EHACi LOCATYON z ~ ~~~ 'ID.tl' .EanasAAacE ~ ~~ q _--'-5,a"-___ -----~__-- -- --- _ _hh~ ~ 6' ~ 4 36'.3" 6' 6'. ~._ - ~~~,-~~ PNyfon ~-' ~ art ~">, iy ~~ lo'.r~. 1 . '6•FY ~-~'/ ,./tea ~ WZ 24"TYP. _ ___ _~5'PDN6 SEWFk L54E ' EN ~ EW ViLTORIAN a~ N~ ~ 0. bgQ Pr' ~ I ~ I ~ 11'-g" (T BE RELOCATED) IDpO2p0p E.F \\ 1 % /~,L~ ~''~ ,111~G1\q PL ~ #'7},10'70° J ~'' IANS MARKFf RATE ~ ~ .` ~ \ ~I ~ /! 1'~ ~T 1 I I ~.. I ~ Ti - _ ryl I ,~ , r ~ 3 sEE EN6. P FOP E(nR IOCAT1oN Priv. (patios) 3,06D Sq. Fi. ~~'------- '~--~, --EDGE OF PAVEMENT ~-~'`~-~- Total 9i,B2~$~~62 gq`Fj Total Open Space ~uBl ~vsdn~¢n~r~t Av~a y~, 9~~61 ~v®Inpmeni Oda.: --------. Lull Development 1.75 Acre, (76,665 S.F.) Rw~in ~ nt~ ~~ Qe~14Rment__ i___~1 A~r~g~,E) Garage Parking Spaces 19 Total 3.06 Acre, Total Area Driveway Parking Spaces 19 `~f®~mrgnt Stregt Pall ing~~c~ ~ !-~. ~ E~ ~~.. .._~._t_._E~,... ~~, 3.F. _ (61%) 01 Open Space Total - -~--~ q5 V ''F'~ s' f II Y c 2 ~L II i ( _ ~ ~ ~ .. N 1 7 ~ in lua r 1 %9~ P (l cy, Jrr ~ `c ~4~ ~ N ' ( r i ~ °o p (, ~ 1 Exisnub 7R6Eb N(7°ET2p"E41.75' N28°03'488 2~ ~/ /J w To REMAIN 54.2 ' J pS~VJ ~, tw5m46 mEES , ~T~`°'~-..... 6 ~ ~ X/ i ~Dp 01 i1g01 ~. ®PE61dIN I<' N' ~ %8'A5'B ~g~~ (70(® \(i. 7~1ys N28°DB'gp°E / ~ ~ ..ill N31"p3'1UxE /~ ~, ll'1 l18~ I71~1 ~ (Z(L ~ Nt~g5'10"Er I1f7;) 11~8j: j -~. ~ ~ / r.~,uswa (7 fi/ - ! ( N20,°11'00"E ~e,Bfi" ~ ~ ' 8, . 7 (1011 ~<5) (103,1 -- _- 181 ' (yi ~ ~ ~1 ~A I I7Gs/ (]DS (I i 1. --_.~~_`~_ _~i _ _ PRX'VATE STREET o Jc~. ~ v ~LtlPE (No gu~.b) I , -- (<°~a ~. exisnNSTREES' Ij749) ~9 / 7 (7„ TOAEMAIN ~z~J ~RANKAVE, ~~ ~ - - .,, ~ ri(,' ,, ~, ' ~ ~~ fz ' _ - ~ ,oe~oEUwo` .1 , b*rl,l 1. \~ 1137 ~ (~)j\ \ ~GI '- -~ r '___.___ /' i pp r '~~_.-._!~ r'rA7'~ / ~ SNrav srau AE ~ gALKwav 19) Qt' 4 ~ (i'i f7~ PL ewsnsemffs _ L '_. - (,~ ,. ~ ~~ \~ EX15iW6iREEb -- _ __ _ _ 1 FAWTSETAACR B'-b"MAH. H 70"1 /~~ ____________ __ ______ ,y5f T°ENTFV 57RVCNRE SEF LgNDSCAPL~P1gN_< ~° ~" EX15nN6 TREES 'll Ri .lair I v '~ (l~ 7 ° -_-__`__- ~ ToR[A1AIN EL 11 fq ~i(n' {J '' Wo~/ P W ,G, I - __ _..~_ ; ,;' -kws meES ~ --- -- _ __ _ I -- - _ ____--" ~ ~ SLOGE (f<!Q OU D) va~r~"~' ~ ~NEa = _ ~~'~/ w ~ ~~ 22 " ' 16 a' ~ - r----- ~ - --- p I a"J ~ SYLNGWa ~MN.q,' '/ 7 1} ~ ~' F ~. ~,"v ~sns,re~s n 1 '~ j E~SENEN?7D ' iVl~i ~' 21..-~ rooenuwum O ~ '~ / ~.2A'TyP`~ t. J.~ COURT l'ARDN 6A `ir Gi bsnw mEFS _ I ~ 8!lz ' ` ' 31 .tl' i 22'-0" `~ i®) o iar~ ~ i..N p~V °QY ~li,~~ ~ rosrewarm' PIL 17]o~j' 4Y lI1Ai ~.- - ~1+' ~~tU y6.1' ,,F; 24 TYP qp~-D,~ 4t '9n. l rw;nEE ''=;I ~r l i I1 -__ 1~~ .'~ aeenENOr~n ll7j ~(~ ~~~1 ";t . EMSTIN6 inFE5 ~~ iN ],` ^ I~ 27'.D^ l~l 19 / .. ~ 'i (~~41 ~~ TO REMAIN r.,`.41 )rte URT YARB ,q ~_.. • ~t, :: ~ 12'-0" I ~3~ (F ~~~ ~%~ ° 2CAR GAPA6k ~ ~~ f11~1 '2B A7 ~ B~. 4~ ~ .,, L~ £"1 ~1 11 1 _ n (14: ~ 1 - LD,- ----- X8'.2" -O'R--PL - ez ~ ~r ' _ "~~ ° ~ l,pl u r,.4 `~~ ~ ~ 12'.2" ENisTEN6 SEWER LYNE ~t0 B6 RELOCATEbJ _ _ „~ _ _ ,_ o ~.' ~ '~ ''3 SEE ENS, PLANS FCHt EXACT LOCATION~~ -_____-_____ _____ _ NSEOR~ 5 p' 1CAR - ~' .....J'L'~xop '~11° ~ ~ ((ID'.2i~ `gyp - _ N , / -'~ s•N,'%~et:n sAAA vtcioRiAN ~' ,~ * ~ °~ ~ ~ - 1 - -- Itp~~~ ~~ .~ER ~'. NOOSE (FIESTA) '"~~~ ~ Z ~I I ® 24"7IYP- ,''' 11 ~-e° .~~p ER~ALpT~ED)iNE PL 10'-I O' sFE '' CONCEPTUAL I ~ ~ EN6,PLANS FOR EX q.. ~ ~ a CAR GARAGE - I d g~ ATIDN 4 ,~,-'~ m~'~ ~ 10 J ~6~ es _I 1 ara :J ~ gcrwc i _. ~' I 'I r--PRURN bOUND WALL ~'. 6,~' / ~) 2 +.'- P ~~ ~ ~ I ~ 2 ~l o D2 _ ® 24'iYP. 24"7VP. ../ p 1~%' ~./' NEW'VILiOA]A „ 2CA0.6AAAL: ~`~~~~Gi/Y 92'.6'!' //..._._-_..-- MOIJCEP~7VA~ ''\ ~N ~?_p,.0" ~Bi~"' // W I I 2NR GARA6E I10~.7~` r _-~ _JG'D C I ~ iii"'111 V I t~ / P CAk GARA6~[ ~ . N,~ 1 ~ ~p°l~ 2h°W ~' I` I ,oaFarMrn~o' _. ~_.--~ n_ __ ~i - 4 ,_ I -~ ~~ ~ ~-~ d0~-0^ ~ INTER OR$'IRE~TSCA E ~ I~ Is-n ,3~ °' ~ ~ _ --"- Pi c • rv ._ N '~_ ~ D ~ ~ 7'~~ ?~i t PR 7E-E ___~a~-,~~ ~~ ~ ~~ ' 6 NEWgcCE55EA5MEM WVSD 17"Fr N "-- ~. '~, b°56'52"W ~ . , '~.~ ' A STREET --____._-------------- '---°-6oUND WALL ON EARTH BEAhI '--~-~~ o Fmx°ns ounNVm (:- I- 0.ETIRN 60UND WALL `~----.._ ~ If 1. Nono ceP r. i ~. Y cAR sARA6F 9'-6" \~ 7oP OF WALE VAAIE6, sEE 6ECIi0N5 429,63' ~""`~--_„~,_.~__~ ~ ~ ~( _ 7 ~ \ D, E, F, &, H 61, SHEET C-2 r .. ~, /j~ -a , , ~ L, 4~,. . }W~ ,. 6 ..-._-RETAttdlNE WALL "^° /~'1l Ji6; ~ - TOP OF WALL VARYES ~r'~7, i ~, I.?7~ M1 (14 i~ ° _° 5EE SHEET C-1 - ' msnwmus rv n v ~ iaeeaE.wuw~ a 7"7 g 196.50' r;, I '(8r,. ~~ ~~ " ` - -- _ ~ ~ - EXISTING TREES & SNRUI3S TO ~ ~a~aUae; '--~_~_ ___........ --- ,_ R MA THTSAREA ...-.__/ ~a Open Space 91,887 Sq. Ft. 89.0%`' Streets & Parking 23 130Sq, F1. 17.6% - _. - '- ~ - -- _ _ --- - - - - i j , ----~BUIIsIll?g~uy~Ca9~__ 18,226 a Ft i34% -- ~ _ _ _ _- ' ----___-_~ 133,293 Sq. Ft, 100.00% --- _. ____ -- _ _ Prix (patios) 3,325 Sq. Ft. '- --EDGE of PAVEMENT 91,887 Sq. Ft, Total Open Space '~--,-~ --- ~ ~rrl9 ®ev®E®pr~i v~. L9d~l~sd v®V®p[~t ~er~~. ~ STA°~E I~SGI~#~1/AY ~7 lull Development 1.75 Acre, 76,665 S.F.) 7oLima~edD~v~lonlnent_ -1.31Acr~,~6;528~,F) ~~~sErog ~aa Garage arkingSpaces 19 ---~ 3.06 Acre. Total Area Driveway Parking Spaces 19 I ia~B9Hb~v®B~ p 629 S F ~t[~et.P~rking~~a~s.. _...--- Total __ __Z 45 ~° - a L ~ ,, . . _ (61%) of Open Space _. . _ - _ _- _ - , - . _ ~ ~~~ ~ - ~~~ ._ _ D51 G ,IG . _ .. _ _ .. _ _ _ .. nsu cn ~ - ---- SCALE 1"20'-0" ~ _ _ L a IDs o sz s ~. Df6 r I - I - i I ~~~~~ "~ '/L. ~~ GF MASTFk AFnRO(]A~ I ~-.,, 6. 12.axle ~~..: ~-~e~. ~~~~ @F4@SLaM.2 llxl@ a CI osEt ._. /~ AFQLP~M~ 71X~ P '~ A N A UPP~~ ~~ V E~ ~~J mesrfe~am ~7 ~~~ I I DN BIIT9997b ~ j ~ -I >~ - ---~ r __ _P____ -. .~. i +v~ li_@Q~~'~ ~ ~ BERII9~?M9 `` ~ ~~~ 4~7~; 18x11 h, AAl20uY _____ _-_-" '__'_'___I ~, ~---OUILINC.OF BALCONY FOR ELEVATION OPTION B~B PLAN Q ~ UPPED LE~EG i yp (~ ~ Gfl[3d6l: k I _;~ 2@x11. .. I \\~ "1 L 1~ ~~J L9S1R~ AR 'I PngnALtLOOUtuN I ---J-- ~ ~., 0I6PA6E 10 BE U5E ON ~ ~ I ELEVATION A-P ~ ER N~ ~ t ^ _ ~~ ~~ .. / R1FLdN6 R00M P C7 a ~C[ 14X12 ~ '/% ~= i=~ as I EC 44~G39 FA nY_BQRk ~1 1Z@XJ4 ~ ... p ~-~, V ~~ ~, ~~ 1 ~~~~` RRFAKFAS7 ~ >9X 12 xtlCdE~ ._ i. 19x19 -- --7^'~°^ ------~--- 7uEllls ~~ PLAN ~ m LQ1~ER BEVEL i L-x^t~A .. E. KI7.CHEN llX19 Fd61bl,YB9.QW Au.n Iasi I _ 23.X12 19X19 ~ ~ ~~ °~~ I I ,,~ 1 I dRX19 ~I i l L: ~aRasr a..__._1~.w:r:.~,~::,~ i -._' ..29X24 li ~ 41YING ROOM FOYER ~~ ~- --- Age-- -. _ a..i-:_ ~ i II I II I I (.ems ass~sv ~['\Y/fl~ °.i':~p ~ ~ '--- ~~~_ FRONT PLAN Q m L~I~VER LEVCL OU113NE OF POSTS PDQ ELEVATION OPTION B~ B L.OWERLEVEL 16195. P. UPPERL>=VEL 19205-F. To~a,L 3135s.F. GARAGE 9°OS.F. _ i i L i I .I __ __, -~-----._ _ _ P _.. --- -- _ _-- - -~ Gt ~ ----- -- -_. __ LOWtRLCVEL 1490 S.E. UPPGR LEVEL 16005.E. 1"OTAL 30405.E GARAGt 4405. F, - 1_ - ~ - - - _ DS G U,I arose z H _ BACK ELEVAT'IUN A-A -~ ,: ~~~ '~' ® I lil Ilf I ~ F - rvl L ,~ J FRONT ELEVATION A-B .~, ~y~' ~fNiL~~ .~ BACK ELEVATION A-B 1 - - -_ _- t,. ___ _. ni 9 54 ~ ~~ :~ LEFT ELEVATION A-A ~'~ ~ _~_ RIGHT ELEVATION A-B ~~, LEFTELEVAI-ION B-A zFRONTELEVATION B-6 RTGHTELEVATION B-A BACKLEVATION B-A RTGNTELEVATION B-B LEFTELEVATION B-B BACK ELEVATION B-B -- ,g _ . ~~~z --- FRONT ELEVATION A-A RIGNT ELEVATION A-A REN5ED EROIJ7 ELEVf 170N, JULY 2409. -.- FRUNTELEVA7'ION B-A LEFI' ELEVATION A-B ~' ~ -~--~--~ ~I _. r~ II FAMILY k~OM o II ____ I II ___ ~TC11FN -- - ears, ~B JF ~, . i 3 L~ ~~ uP PLAN C ~ G~l~l~R L~V~G LOWER LEVEL 11255. F, UPPER LEVEL. 10105, P. TOTAL 11355: F. GARAGE 4855. F. f ~ ~ C li~/ BERBSX~M.~ `look forsize I __ II ~ ~~ II f~~. --- ------- - - - f I / I!-- ~ ~ ~ - I ~ ~ ~' 1 ~~ rz ~ 1 j .............._.._ . \ ~_., ~Ye_....-_.., P G A~ G- ~dPPEI~ G~ V~ G ,' I I ~' I I ~; ~? I ~ . _, ,,, .I ,I -~ I - _ __ __ Gto, - - - - _ ' P ..i N CA -- _ --~ ~I Q m~ X 4 ----- "~ _ - - LEFTSIDEELEVATION NFlai l~li ~~~~oinni Imo'®i~ § P ~I_ ~~ ~~ I LA@9C,F_FBOJ~LLLEYATIQII_-_-- r~AftAGF.L1=f~T~lDf*~,L~p;uO~_---- / "~ Ca2,RAfzE.ISA Cif )~VATlON____-- SAR~GE~G~T~~I.liVBTLO~ DSI G U,I - - - k QosC ~A f - Dili ~ a d ~a o -- `I~~ RIGHTSIDE ELEVATION FRON"f ELEVATION BACK ELEVATION , p mILL a If ~~~.~t ~v,~Ti~d_-- -~ _ 1 . 9 ,_ :_-__ ~ __ -- -- --- - Gl -- - ~ - ~-- orc it <n ~ IB( IN~Ry '-' U Y-~L ~ ~ 6F.12BC201d sw \ KIT~C N L ,~ ~~ o FNTftY ~~~ ~~ ~~~EV a ~ r~~~~ ~~v~l ARFA980 S, F. -~ ~ ~ ~~. ~ ~I ~ IeF~T~fI~> .iP_,T JS?N I- I F CTn l~n~ i c c- D 51 G U, I C - ~ o c '~ z - ~ offi ~ er of I ~ - - P13S]~?.E1..E1/6Z191~.-- life}-I7. S1D~_~l.1tYATl~ ~1F111gFONM PBTryFOFL ~ NEWTHEES OUTUREf TYP. ;~,~--HATCH iAEE WDICATE9 PLANT5IZE DF NEW TREES TYP. DhSN LWE WOICATES FULLGROWN DP 812E OF NEWiflEES (FUTUHE)TYP. ~„ E%ISTIWO OAK - DASH UNEINDICATF& NEW iHEDESN UP&IZEOF (flRUpE)TYP. ~~ REDWC0~6 ~\ ~~ fi1LL GgDMN UP 912EOF NEW TEES IFUNA Tm. ~ VINES yO~,N~I~i~IyWVAyyAL`IEL~ ^ E.:IA... ~ ~ ~i~~~\ III 't/ 11/L ~'-~HATCIi THEE INDICATES ~ ---}~----L---- PLANT 612EOE NEWTHEES TYP, 6WND WALL WHH VARYING HATC}I TREE WDIOATES VWE9 ON WALL HEIGHT BE L NT 56EDF NEWTHEES _ - -~ - ~ `~~ ~`` ~ -^ P PM TV PETAWIND WALL E%LSiItJG'fHEES WdDSHHU&SaN FREEWAY SDEOF60UNOWALL - HATCH YAEE WDpATES TIYNPJT SREOF NEW TREES ~~ - ST~~~T SCAP~ from highway 17 ... .•.- SCALE. I,1G" IO .. -.. ~-__.,, - 6WN0 DARRIEk HEIGHT IS REFERENCED -__, TO THE NEAREST DUILDING PAD.F.LEyhiION A5 PER 50UND REPORT DY EDWARD I. PACK A550L. DATEDJULY6, 7D5f1P,ND 5UPPIEMENiS TOP OF WAH DATFDSEPT.7, 2000 c EIEVATIDN 319' DATED JUNE 12, 2009 FLAHi SDE FONEW ~~ TREES----- t 4i+Y t0 i[ G BFF 66 6 (, f'!Pf 4iG \- YAT GRADE +ftF µ9 UFICSG =px G_M 6f F D !.. y{xZ(t5~ GI~iCD ^f{H 2L 0~ _ C , .nf 'D rR,Ff'r lud r \1 51T~ SECTION I~. ... ..... _.~,-,_ / SATE YI6"_ Itp,: -. . -... .. .. ~9 NAT GRADE F. E F l i VATI(g1'J,A° A 50UNG DARRIEk HEIGH(15 REFERENCED - iOIHE NEAREST DUILDWG.PAD ELEVATION A6 PER 50UNDREpORT BY EDIVARDLPACKA550C. DATED JULY G, IBES AND 5UPPLEMENi 5 - DATED SEPL 7, 2000 DATED JUNE 72, 2007 fIANiS:ZE OF NEW •, TkF.FS -- :; , W L' •L~• ' •r • o •L••,• t r,mEE i0P OF IVAII NEVJTREES EI.EVAAON 519 G0-- LOASTLNE OAK ~~ `1_ ~~ .., v-.~~`q~v,N - NEWPRIYhiE' 57REfi ' ' ~ 51T~ S~GTION ~._ _. _.. `CALF U16'D__1.p^ ,. ' NEIVTREES COAST IIVF OAK ...... ..., .. ...... ~X.,-.~ .,.. -..,... -F.F.3gg,50 _PADEIEV 307.00 PPOELFV',g8.'Sl- I ' NEWTAEF9 ~...:T' ~A ~ Y E%ISTItJ00AN 7AEE -J ~__ CONC, 6WND WALL E%19TING 1HEES AND 9HHUB5ON WITH NOAL UP6IDING PhTTERN fREEWAVSIDE CF60UNDWALI TYPICAlSOUND WALlTO BE' _~--~-----_-~-_- ODNCHEiEWALLSY57EMEl''WOODCPETE'WOOD FENCE '. TD BE PAINTED KEU.YMOOAE "NORTHBOAOUGH"q NM~6s2~M ---------------- iDFOF HILL FLEVATIOIJ .t~;~'~ rr ~ i~ :~:CI , I hL.~ 7.t, I A A !~ S t4 ~ I , rr~°o +•„~ ~~ ! ~~L~IEI' • NEIS'ACC[55 ,JLt]~j •~_NA: GRAVE E ~~ , W / I ; I I I I d I ~ I ~ I I ICI - FF. 31000 YJA{EREA~fEME'NT ~.L~N. NaT Gf;ADF - I ~_ -- __ - _ ~~51 G U,IC - G to , A y _ - -- ~ _ - _ L G loa X86 92 - P n. fJ SA bfi a o d o - TO BE C0~-~p ®., ~_. ^4+ ~.._,.e~~,____ _,y ._.._ G---.-_._ --W--- ~°~ ---e ~. E.y.AE s,L D.k,C S.D.E. P.S,p.E S.S.E. LE.E. P.s,E 6~ t B '~* n a~ n I .k )~o T- - • YtllY C~~F WI I ~PWq OAY'S ~ I 2 I m I6 , a~ Im ~~ I~ I I i I GEN~:t~AL NOTE, . OWNERS; CUPERTINO DEVELOPMENT CORPDRA7ICN 13D7 5. MARY, SUITE 120 I SUNNYVALE, CA 94087 ~ PHONE: 406-735-9299 i t $UBDIVIDER: CUPER71N0 DEVFJ..OFMENT WRPCRA7Ig4 t ~ 1307 S MARY, SUITE 120 sUNIJYVALE, Ch 98087 I PHONE: 408-735-9299 ~NGINEER: qNl ENOINEET?ING AS$OCIATE6 2580 N. FIRST STREET, SUITE 290 I .SAN JOSE, CA 95151 i (408) 436-iD6G EXISTING ZONING: MEDIUM DENSITY RESIDENTIAL PROPOSED ZONING: LOW pEN511Y R-1:8Pp $• PROPOSED LANp USE: RESIDENI7AL R-1; BPD w. ELEVATIONS sHOVlN HEREON PER TOWN DATUtd ¢. STORM SEWER TO BE FRONDED BY TOWN OF IDS GATOS f WATERSTO BE FRONDED BY CITY OF SAN JOSE 8. SANITARY SEWER TD BE PROVIDED NY WEST VALLEY SANITATION DISTRICT. 9. FIRE PROlEC7101J IS 'iD BE PR014DED BY TOWN DF j LDS GATOS 1D. GAS ANp ELECTRIC IS 70 6E pR0W0E0 BY PG&E 11 A,P,N.; 629-14-012, Ofi7, 629-iB-p73 12. LOTS: 10 RESIDEN¶AL, 3 OPEN SpACF (3, AREA = 3,06 ACRES 14. ALL EXISTING STRUCTURES i0 BE RRdOVED I.E~GEND E%IS71NG DESCRIPTION ----- - - --- PROPERTY IJNE ---------~ CENTER LINE ---M1V----W"- EXISTING .EDGE DF PAVEMENT ~ m __ n ' ~ CURp, GUTTER, sIDEN'ALI; & ~ ® v DRIVEWAY ^ o b• FIRE HYDRANT V ---~~-- MANHOLE q° ---ss-- SANITARY SEWER ~ ~ 3dOj N1B'S9'f ----sp-- STORM sEVrER O i~ ~ __ G..__~_. GAS MAIN (~ \, wl a~ ----W--- V,'AIER MAIN L. ,~ ., `V `o JT-- JOINT TRENCH ~VI~ ~i . -o- PDWE:R PDLE ti 'I~J_auB _~ f`1" N7B~'6B' )~--~ ELEC7R01 TER ,~ ,~. MISSION 6ELL ELECTRpUFft ---'-' "' v N f.IIY SURVEY IAONU6;ENT C^pAA~ 6'/C ~~I BIGIV !lift/Y~ !7 Vd:. bpy5s NE9'b8'45'E 2 -~~ HAN01-CAP RAMP -- ' - "'fin - V 0.50A~. DIRECTION OF FL DW tr GRADIEIJT fart WEU IN~~ EMERGENCY VEHICLE ACCESS EABt?dENT '- _ _, , i SIDEWALK EA~IdENT N64'S5'27"E ~ 18.e1'y OVERLAND RELEASE EASEIAENI ~ STORM DRAIN EABEMCIJi ~ I I 1 I ,. - ..,. j . i ~~ i ~ ~ NOTDI'26"W 12,on' R=80,00' d-35'S6'32" 1.560.18' 14-OG7 AC, t ~Gti~ f x Wr* 4: NE /°` ,LS, N29'I~mc A' I . ,....,. , L~: - .... ,... t L y SEE SHEET 2 f01? LO76 AP.N 529-14-073 AREA=2.821 AC. i „a~~~- 4~ cf~P1 ~, d} ;= PRIVATE BTDRM DRAIN EASEMENT I P ' .- ~~ .., SANITARY SEWER EASEMENT ~ P ,` INGRESS EGRESS EASEMENT „ , ,,,,,,,, ,,, ,,,,,,,,, z PUBLIC SERVICE EASEMENT ,,, ,, , I AAkP~p ; 6 ` t j--__ 20,00' MIN. _ ,_,.~ I CURB AND GUTTER CONC. 1~ER11CAL CURB STREET PER SOILS REPORT OR CITY DTD. TYPIC,4L UN°-SITE STREET SECTION SEE SGC110N8 ON GRADING PLAN FOR PARKING AREAS BFI' HE9RK iBD SHEET' iidDLX 1. COVER SHEET 2. 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I T (fa+) I .~aaa1 ,,1-~~ Fi` ',F,,•'^ 1'd.. 3\ I~~,att1+~I x4371 a6t.I FP ~ m.W;,.c, pa' L'ah74C16` AACA URPAI ~ 4 P3eLa5 ~~~ ~ 7. - ,~ - yNld13 0 '~ ~ q,yYB w! ,y\ ~ ~r 0 to lox u src4aLl au7ruE , sFw, Lau _ _ wry ua twmwt cacwmn ` o~an srsm ~ ~ ~ v - Wrrua s>AUOnu~ pm f r a',Aev,bs6~~I / aa'-a sw. ~ - 10iA'{FS7W8,iCUifN.k-' Setae \• ~ \.. crt>rshvssrtaTC-0An+ cnsmmslusurJwe ~ re>pnaor~mepFglnrr ` ~~ LE~ENp: ~~~ tacanml ~ nuNasnl ~ i0 BE CONSTRUCTED m snNC sroNM lc sr wlicEp la mE Non ~ ~ Bx EXISTIN DESCRIPTION °urrAU ~ ou~mws s~aACetlaE. i ~ o-a 10. THE OVERALL STORM CONVEYANCE SYSTEM WAS CALCULATED ASSUMING °'""""'"~'"®_°`"'~•"_-' ---i' - PROPERTY LINE INI~1 ! ~ %' THE 10-YEAR STORM EVENT, _- -_. --- -_. _-_ ._ ___ .V_ swSnNU~ ' m cpt 5 W .ANU 11. COMROSIff RUNOFF COEFi1CIEIJT: _- - -~- -_-- - ~ - CENTER LINE \h L4EAT; Y.m191, ppt7 WATERSHED "A" C~7RAN5 NE4VRP xRA Rs DAZED ~ • ~ ~ ~ ' x>u- ~..~; ~__ CURB, GUTTER, SIDEWALK -0 72/1s57, Doe.;ND, 4DDOU7aD, IMPERVIOUS AREA - 13,601 9.F, (U.31 AC) - C=0.9 AND DRIVEWAY - - }-"- --- -- ---- - _____ _ cnvtNADi N0. r,~--0ic2p-fl) , PERVIOUS AREA - 3&054 S.G (D.67 AC) - c=0.25 ; "- --'""- -- -_.- -_ __ I I ~, I C p~49 * 73,601 S.F./51,655 S,F.) 4 (0.25 n 38,05q S.F./61,865 S.F.) ~-5§---.--~ -SS-O SANITARY SEWER AND MANHOLE -~ - -~I -- _. ~ WATERSHED "B" ^.^-S'D-0- --- - - -SD-(}~ STORM SEWER P,ND MANHOLE t. ~ THIS AREA IN [HE TOWN OF LDS GATOS IS DESIGNATED AS RDOD ZONE; IMPERVIOUS AREA - 63,721 S.F. (123 AC) - C=0.9 del Q I c~T,{ g~ /~ /', }q~ ~ 9 7 X" (AREAS OU,tSIDE THE 7-PERCENT ANNUAL CHANCE ELDODPLAIN, AREAS PERVIOUS AREA - 27,953 S.F. (D,64 AG) - C=0;25 HOODED INLET ..7 /i% /L Tl~[7~NF~~ / / ~ ~ OF 1S ANNUAL'CHANCE SHEET FLOW Fl00DWG WHERE AVERAGE DCpTHS C = (D,9 x 63,72r S.F/81,674 S.F:) d (0.25 ^ 27,063 SF,/8I,87q S,F.) W---- -- -W~_ __ I ' ARE LESS THAN 1 FDOT, AREAS DF tY ANNUAL CHANCE STREAM ~FLDODIN6 = 0,68 - WATER MAIN ' i I WHERE THE CONTRIBUTING DRAINAGE AREA IS LESS THAN 1 SQUARE MILE, 12. ALL RODNRAINS TO BE DISCDNNECTED AND DIRECTED D,NTO ! JT-- ___ _ OR AREAS PROTECTED FROM THE 1% ANNUAL CHANCE FLOOD BY LEVEES. ~USHBLOCKS, ~ JOINT TRENCH -- -- i- _______ _ . ---- ~--' NO BASE FL0011 EI EVA¶ONS -0R DEPTHS ARE SHOWN WITHIN THIS 20NE 13. THE SOUNp WALLS 1YeRE SET TO THE RECOMMENDED WALL HEIGHTS RLR ! 3 ; INSURANCE pUf2CHASE IB NOT REQUIRED IN THESE ZONES) - (FIRM. PANEL THE REPORT 8Y EoIVARO L PACK ASSOCWTES, DA'ZE'D JUNE. 12, 2007, ~ I SERVICE 1 ~ N0. o6O85C037f7H DATE 6/18/OD). 14. WATER ANU JOINT TRENCH UTILIDES HAVE BEEN SHOWN CONCEPNALLY. ~ ~' I FIRE HYDRANT 2. EYJS11N0 1MpER)ry0U5 AREA = D ACRES THE FINAL DESIGN WILL NEED TO BE APPROVED BY SAN JOSE WAT~R '. EKISiING pER19ppUS AREA = 3,06 ACRES AND THE JOINT UTILITY COMPANIES, 'o- FDWER POLE 4.~ PROPOSED IMPERVIDUS AREP, = 1,55 ACRES t5. HEADWALL DVTFALL 51RUCTURES TO COMPLY WITH REQUIREMENTS DFi . 5.' PROPOSED PERVi0U5 AREA = 1;51 ACRES CALiRANS STANDARD SPECIFICA110NS (MAY 2006), SECTION 51-1.02,1 i F.LECTROLIER E.' U{ERE IS A 61~ PERCENT INCREASE OF IMPERVOUS AREA. AND OALIRANS STANDARD PLANS (MAY 2WB), BHEE1 868, P. 108.; LATERAL GDNFJNEMENT BARRIER 7. RECE114NG SY5i;EM FOR THE STORM WATER: EXI577NG STORM OUIFAII. INTO ifi. ROCK SLOPE PROTECTION (RIP-RAP EYERGY DISSIPAIOR) AT OUTFACE ~ (AS PROPOSED BY GEOFORENSICS, INC. STATE OF CAU@ORNIA RIGHT OF WAY (STATE ROLITF 17)ULTIMATEIY INTO STRUCNRE TO COMPLY WITH REgIIIREMENTS OF CAIiRANS STANDARD ~~ i REPORT N0, 207D70 DATED JULY 2, 2007) t VASONA RESF_RVOIR. sPEGIFlCAT10NS (MAY 2006) SECTION 72-2. 5-' AU OF TFE SITE'S STORM WATER RUNOFF IS DIRECTED TO "VEGETATED IZ ALL WORK PROPOSED IN STATE OF CA(1FORNIA RIGHT OF WAY TO BE' EXISTING TREE . BID-SWALES" FpR FlLTRATIDN. GONSTRUCTEO BY AUTHORIN-0F CALTRANS PERMIT IVO. 0403-8DD1888. ~C TO BE REMOVED ° 9. THE MINIMUM BDSWALE LENGTH WA5 CALCULATED ASSUMING A MINIMUM I6. AREAS SURROUNDING OUTFALL S1RUC'NRES TO BE CLEARED OF ALL ~ TREE NUMBER PER THE RESIDENCE TIME OF 7 MINUffS, SWALE LENGTH = VELOCITY " 7 EXCESS DEBRIS TO PRONDE fOR ADEQUATE FUTURE STORM RELEASE ~ (76) I ARBOR RESOURCES REPORT ~~~-- xo nn,E ~asrns ~ --.--.- MINUTES __ INTO EX7511NG STORM CHANNELS. , °""'""`" •"°` "", " . ~ "^ - _ ~ DATEII APRIL p ~ .__ __l._" -- ~N _ °n,~: Dcr_12J Ds _ ~~Y~~ ~-~git`~~~PI~~ ~5~~ ~~ --- i6, .DDa __._ N ~n~ ~. u.u. ~TILI~ `l ~(LaAt~ I m »~. w ~: "-- Ci~l Engine®rs ° Planners . hREPAREA Rti~ CUpER91N9 ~V~.oPM~Pd3` RriT[ON °'~ .°a a ~` , ~.. ~d D _ _ - - 2~o Nan t~~(S~Lee(° S9He 790 ' sDN ~a~~rs PLAFR OAK 1ao7 s w9nHV, u)T;v i2D °~ ~ T'---- - -- -- '~~°-^r~ ~- (Asa} ass-loss' FIB; (9os) 4ss-TD~a Pon~ sur~mva~~, ~ saoeT pan¢c_<r3r,\om s\rc\e ,!vr,~,:~u°rxr, zc. <r,,e e;epr .._._._..,__.......,-..._. _.."._ _._.___.__..... LOS Q.~TOE CALF®il,til}T WHONE', AOA°7 F8289 or snE~s 2' ii' ¢ 17' - s¢C P N FUR NwAa I'©cNrs ' .~-W J ~ROJ°CT N Y OACfWAY AA SCALft; Y-10' P5 2T 1r & 'n' z~ RIV S ET ~ SCALE; 1"=10' TYPICAL. SECTIONS 3zo 315 ~rnse.u0 ~ ~ - 20 ~ 32 I .----SWNpIPAIl ! ( 9CDN'DN'All '. 315 311 q n 1z• FLAr . Tz' nAr 31D ~ M1id9p7,68IN'E I 12' i tz^ eDNe sw.~ ~ ~ ~ ~ oe5a 391 3W.i7 3D F97W I ~BSbO y~NPY ri IdAY" I 2• - 305.037C 7M 35.a5tc I ~ ~ ~ _ 7/' RErau 3n5 (305 3n0 396 _ _ _.. T I_ - _ _ SCUNpYIAti 31Q -r .. ._. _ F -- see' _. ._.__ „ ` 6 AID-SWALE IC C0Y0 SIfAIE 19 FLAT 1 -+{I ~ - -. 3a6,B,fi~w { ~ I .I . .... ~.. . ~ . 3U .00 .... I --- Son - ~ M~,- 301.61-`h. _ ...... . ~AINWG / ?es2e~ / _ ,i 295 ~'~,.,-- -- --- sEC~noN ...~ SCALE: 1 =5 I /~ t s ' / / / ~ RCiPJMNG WALL J I 305.534 Egg~c '~-AETAINWG ~ 3w'~' ~ E%IST. ORWND WAEI // Eklsi. GR0uN0 ' I s~DD /~~ 3Rd I 3nL~ _` ' SECTlnN ~ SECTION ~ ' SCAtE~ 1A=~5 ~-' ~ SCALE; 1°-5 ~ ~~ I i , 32n . ! TDP=3 G.pl .. W .. ~ TqP=31G. 32n I. .. ......... _.,. ~ .--SOUNOWALL I SWNDWALL { 315 D,68' 6,6~ .. ~ 395 I .. .. . m 1r FLar I a4d 3 / o 310 3Ga TW N 30&71 I " ~ ztuAk _ $J 310 " 12° rLAi ~. 1 ~ ~ AEFWNING r M . 'i} 30 3270 12 CONC, SWALE ~ F,F,=308,60 3De.201W ~ ~ - WpLL ~ P D=3D7,D0 AETAININ '~ 3n5...... I 3D6,74R .., - - I -- WALL M BASE PAD EIEVA110N ' - _ ~- --~ - ` ` 305 - . ~E NOTE THIS SNEET. _~- -- ~p7 gb~ `sDgrot ; / /~ ~ aDh~7~-y ~E%ISi, GROUND ` EXISL GROUND 1 j 3no __ .. inn SEe,TlaN 5Cd).~ 1"=b' ~ ~ j SECTION ~ A ' !~ ~ 5CALE: 1 =5 I I ~\ ( ---- ~ \ 1 -a'-s• jIIM1'~ sloEwAlx tWnrN 1 i ' \ ~ A.7 PRNATE S1REE1 (TI'P.) 1 4 a E11A SIOEWAIx WWTrI ' -- V I ~I 1 Ai aalvAte siRra (rn.) I 383 ~.- 38i ._ 4.57 I GuaaD Ran 11 x ~ ~A'-o• rxR. MIN. \ 35n I . '¢un~o RRIL "r'45 iDH sr ~ f\,~Ens7.ckouND 353 ~~__ ~ n (TYP) 3Qi2 rwsr ckouNp-~ ` }8n -_ Ea7s7 cROUwD-~'\ \ \b5?6Q _ aauosrc 11 - ~r s 344 r,vARn rsuL~ ~/s 3.sp~s 9'-s^ Mlw. sluEwqui ~~! 358 " ~.-- .._ 352 ~ ~ ~. µ1D1H AT PRIVATE ~ \ i 3 .7.... > . 9'-b" MM. SIDEµ'ALK ~ \ I 4AD11{ AT PRIVhTE , 4'-6" MW SIBEWALK 1 1 `14'9 I ,161 SRiFEL (711F,). ,. (~') I\\ " YM1FI Ai PRIVATE 1 \ ( FIER SUPPORT ~ .PIER SUPP.CkI r ~ ~~ ~5549'fC I 360.487C o~_ - - c STREET ~ ~ \ _ .... .. ~_. 3q8 ~ftg S P,p0.91 n ) I _._., __._ X59 b6 s1REET (7vea - \ 351 (. roR wALNwa.Y ~g~ d IP a 343 & 'POR wauLeav 36U . - ~ ~ \ 3 a54sD c , . EXlsr, cRDUNO ~' FCH 1Y'ALIGVav 35A 6GB \ 9 SfiOB ' 358 .. \- ~cq 35R 1 Roumo-~( 342 ~. ' seD.~e ' 1 _.. `_._ { _ 341 rxisT c . 1 ~ ~ / . I >rner. GRDUwp d M 359 ~ n j57 358s~B A' 3.53 a6a oa n, 349 - 1 _ 348 _ _.. 111 .... ~ ,341 ~ i SECTION ~ECTIdN Le ~~~~~~ SEC1~ION ~1 SEC11oN pp SECTI(JN_ _ SCALE: HON12~ 1'=90' VERT. 1~~ SCALE: HCRIZ, 1"=10 VERT. 1 =~' ~ %OALEI HORIT i"tip VERT. 1 "-2' I- l SCALE: I DRI2. 1°=1p' Vg2T, 1`'=2• lYl SCALE HORI2, 1"=10 VERT i~N~ scp~iC Hoaz~r 1D tsar. 1~=s' ~~ i 4-D' LLR, MIN. -4'-0" CIR. MIN. DN EipfRS (1W.) 336 ON eiNRS (M ) '\ ~-OUAAD RNI. (' 2LL50 1 318, p1W 331 I f,Y11~FU PAIL-, x / I - / 324 ~ r~ 323.32 32y ~ ~ ~ 1 31 E.80Td'. ~- . 18 33r 3,_M,,_E_`~ / GJAkD rtAl~ 33D.C0 ' 1 j RE~AIAgNP-~ \ \ EYJSi. GAMND 1 4 0 ClR 31/ 1' 316 fir. / 33n azG y. _...__ 323 \' J1~ ~- ~EUNINC- 1 L als.GD1w PE7AINWC aETamlNC-~ a d 4'-b' cln. IuN. 317 ; / Y'AD E%181. GNUJNO -"`~ \ CN °IAIRc (7YF) 1 318 WALL .. ~ 31 C~ - / , /~ 1 4-0" Clh. tpN. 391 RETAINING-.- . 6 Fai WNXYIFY ~, 9'-0`.LN.: MIN. 329 PIER SNPP(Ni7- / n,/`EXIST. IiOtlND 342 FOR WAl1C1'IP.Y I \ ~,y ~ ..... ON S AIA9 MIP.~) ~95 .~AN STAIRS (TYF.) WAll 11 \/4"-D" ~' (TYf) PIER SUPP0k7 ~. / I iDF wAINR'AY \ / RER SUPF'ORl -~' 316 317.32 318 - ~ .. - 4 / 01V cTAIRS i 336 / 'ma sTnIR~ (rm) 328 321 ~ \ 1 I alS.oD 1`rta.r~ - a apo 7 318 334 ,v"~ EwsT cRDDwD % ~ \ i \\ EXlsr, cRDUnD 314 3'j3 327 V^^ C%ISr. NRDNND ' 37.0 I 31,6` \ 314 1 393 i-~ y~E%IBI. GRCOND 3f3. f SECTION~y SkCTloid f~ cHC. n~I SCALE H~ ggly 1 =:jp°°VERT. 1 ~2' r SDAIE; HORIeiv p'"'°yEg7, 1"=p' w pp.IS; HOR Ztl1°~=7d 'VERT. 1"=2' n / J~t, i, I~VIYiu=1®~~~~ JLi, HOVN~m V -_VEA7. i =2 ~ ~~,°_`^,'~I Vf°~'°'~-'°^°-°-^ `~' ~, L41ION ^ , / i ..'./ ~ SCALE: HOAR. 1 ~10 VFRT 1 2 V SCALE; Hgt2, 1 =1D' VERL 1"=2' tl~ I I , 8EE N01E SFE \a' UUI-INF 1YALL ADCJf SLOPE PAOTECIIq'I FABRIC , 0" ~ 5[E NOTE 5 6-¢'9 REBAR (CLUS1Ef) £84NT e cur-ofr wAU .~G.'IIS7H BE1 1. HEADWALL OUTFALL SIRUCNpE6 TO COMPLY WIH REWIAf1~lENTS OF OALTR~NS STANDARD GPECIFlCA110W5 (MAY 2000, SECRON 57-1.02, N4D CALIRANS STpNDAflD PWtlS (MAY 2008), SNFFT eAB, P. 10B. 4 BWLS ARWND HEA0WAL4 (AOJAOENI SIDE SLOPES AND TOP OF BANK) i0 EE COMPACTEll PND BrABW2E0 W1H ER49DN CONTRCI ELNN(ETS PER CALiRANS S1ANpARI1 BPECJFlCAnONG (MAY 2006) SCCTIwJ 20 3 ROCK eLOPE PR07ECRON (RIP-RAP ENERGY pISSIFAIOR) dT WiFALt SiPNCNRE i0 C061P1Y Ni1H REQl4REMLNiS O< }1~AN CALTNANS 5GNDARO SPFgFl0A710Ne (MAY 2008], SECTig7 72-2. ' <- RIP-RAf FOR OUIFAIi TO BE CONBniUC1EU W11H N0, 2 BACIfWG ANb 1'UC{D IN CONfiMM17ANCE WIFI MEMOD P ' PLACEMEM FEfi CAL7RANS 6'fANDARD SPEGIRCAIiDNS (MAY 2006), 9ECilON!J2-2,02. 5 ROCK SLOPE PROIECpgV (RE) FAEAtIC iO NE 1NSIADFP PWOF TG RiP-RAP. PER CAIINAIYS STANDARD ~E0IFICARONE (MAY 2006), SEC11O4 72-4,045, STORf.-_....~. C~u7~ALl 2s7RUCTURE No AAtt SIC m,. ",°,o- ,~,~ M., ,..~. ~~ ~. ,~ ~romw a,,.. M• ~m . ,~ ° ~ ____ -- DESRt¢ n_r.- - '' -- e,R. Dur, si. DN _ ., a ` Lrs v D.u. .n, ., ,,. ~~~,,.~ d ~~ -..._ ... I Q - --- ------ - - ---- ,rr~Di~-(T\7o^„\OGnn\PD\r oa+a'•n D3ca sr~~",Y G~i 2n1n arn; - +. ,~n ---.-......'--..----_-___-.._.. _._.__.... ! I s ~>Fw VrRT PIPE I ~ I (D:USIER) j0 DF CULVEAr PIPE i 12' D,0. EA. SWAY ' 4~)ftEAOwAU ANo i ~€VI~; E~~In~~pBro ~~~~~It~~ ~~~TIaN~ _.. ~ P~~P~~or~ cua~~r+~~=~~0~1 Civil Engin®ers • Planners ° SLUVeyars ~L 1aDr s.,uApv, ~L"re iso 2580 Nbdh FNeI Streel ~ S61te 200 • Son JoDN, CA 05131 ~~°"¢ ~~~~ SUNNYVALE, C>9 94DS7 _.. ! (406) 435-1080 • Fae (408} h35-1075 -~ Lp~#Tb6 CpA9-g~'pp{~g~ PHONE: ADS-78Qi:92B8 CORPARA,T@ON ~.__._ 3 ~1 "° _ ~ s{EETs SECTION SOALEi IF=S'°~~• r~ LQ PObT-CONSTFiUC770N CONTINUING SITE MAINTENANCE. IS REQUIRED ; ~ ~ e\ ~\`Ilps),. T lu MA%, 24" 2a' 2a" ~ N•SEOUCE THE AMOUNT OF POLLUTANTS THAT REACH THE SWALES.i ~ q I to MAX. „e~~ A0~ '', 1 VACUUM SWEEPING OF PARKING LOTS AT LEAST I ~ '~, `~ I ~;~~ EVERY MONTH.; ~,9> / - r sY q :+ '~ /. \~ Imo. ~/ "/ 2, OIL ANO OTHER SPILLS SHALL.BE REMOVED N1TH ORY I I " ! i (. ,,, .,~,d ,i r - h I (153 ~~ ci.l ' I ~ ( B ABSORBENT MATERIAL I \ ._F; ' r + 1`~~ I^I 3. MOW DR CUT GRASS SWALES TO 4-INCH HEIGHT AT LEAST 3 `~ N~-s F a- ~ S' /''~~~f$~ / / ~ I ~(15s} `; TIMES PER YEAR: PRIOR TO FEBRUARY 15, JUNE 75 AND ~ y- - I ' I. ~ '~ r1 r c.. ~ ;% !, \< 7 ~ ...(nla, ta° San'oY LoA61 ~' I OCTOBER 75. COLLECT AND PROPERLY DISPOSE OF CUTTINGS, ! °~ r I v ~ r ~ ~"" ~ ~ ~v "~ _ ~ R' ,-r s" MIN t~cErenoH © pppp 4. VACWM SWALE$ TO REMOVE SEDIMENT, AS NEEDED. (MINIMUM a$4 ! w ~~ • " `~ ~ p I ONCE EVERY YEAR IN JUNE), i ~~ IttDJ ~ 1 "~°I IIF)/ (~:J r ~ nl\ cY ~{r .'rr}~ (2p ~~ ~~I~dF' li: +' , . 7 I, (105) 1 +~~ r ~ 9•., I/2" GRAVEL 6' PEAF. PIPE I ~ B I 5. MAINTAIN A DENSE, HEALTHY GRASS COVER IN SWALES, ~ _r ,%:'~ ~~ (teJ. ~ ~ I r r r°'~ b.-l ~l (~ ~`ffi~ ~. ~~ I Ila (, ~~ ; ~(st (laq ~1 ~t ~ - ' e 1. NRAPPED IN I e, MINIMAL APPUCg1iDN DF FERII,UXERS. MIAAFl fso BLIER S FOR STANDING WATER AMD CORRECT ~, ~ F' YES. `~ l ~ ' ~ ODa) I ~s FABAIC ~ 7, INSPECT SWAL ~~~~ F ~ L NarE: DRAINAGE ~ ,c w„ 1 n7 4 1 ;. r c9 A' `lt~4s) e 9a-SVVNf YdLL NE'S la v tai ~ ~ s '~~b'S?'e, 9 ~~ 1 ( ) I I W MamrMNEO As NEEDED ,xaau ~ I I ~-~+ s t~ TO MEET aE9aN FLOWS ~ ~.--~~ .~` \ 5 F m ., _ - r nND6L5nAneHaAiE ~~~ „s~'t~-a's"c~~"d' ~. ~ ~`""~ ~ _ ' , N '. l +~ SECTION ~ .~ "'~ }y~'A+.:R7t, r r'A<t ~, _ ~ (sDJ Ti „,,..w"*^"r"`°"°°- 11 iY in .,, ^w+s rt pl," Ds,+ ~'`~ . ,_i`i"x;"r.'-: s' ? }S~ - 1 ~ie~l_ ~In-S6~NI,E ~ ~ - w . -~ ~ ~ ~ W I . 1,^2.§Ra6' ""„`.C~ 7 w yy~ ~ ~ ausc5 \ . :' 31 ~` ~ / P l -- r~ 061 ~~~'~~ - i Drs ~ ~ la) ~ 7 h~ ~~ 1 xu, A w>F+u Ar,~aa . ' IM ~ , v~ ,. 1 v f ----____- 7 )~f ~_c ~.:_ ",. a 7 , ~ e (nJ C~ USY~ n v ~ u cel SESt o-3 ~ ae~tD :.>. ;E ~~ /-~- ,Ei sIV TYD ,,k ,~ i .~' - - , ~, ~ , I ~ - .la!>< ~~ 18 rt snL / , ~~°*.~"+~ P `~ six °r` F's 7 (s) ~ 1_~s, d s „-~^- ~ I r ~ '. ,;.. i i J L `I ~ 0~~~ 1~. I l wGb) I ba)"rr ~ Uss)1 ~,', F~ / 7)!ir Y/'I Pf Y4, K / \ zs'. 59it ~~ \`. ;r`~' v ° ~ '' } (a~y'D.f S 1 Isaa3 ~ I v ~ 1 ~ ., D . ' ~ ~ t ~ r " 7 9sF3sa3s ~ _ UaI) y~cr3 f ~ ~ i % ~ ' I' - "----`----.--- '--'" ~~~ ~. ,ns; {qMl ~I' W - ~ •, ~~UN'~-;ty~~r~~4?) (aq"ul~ ~~`' r[.'~A Y ...,. ,, ° rl~,~ ) t t ~ I I Y-h;- i '~~ i'• a'y i I ~ ~ ) ~"i / ~ ~~ w ~ I e + A,~b ~ ~ f/ F° I r - n ..tbr DrM I,z t ~ I~ATERSHFO I~ , ~ ~ -, rte i . q f L .. I v w~ ~ 1 1- °I~ ~ , _ ROADWAY ? I r\ +. 90 r tit (IOD) ~.<t .. 1' pf ! t~Sr~ ~ . ~„ -_ 4~ -- ~~~ ~ .' I,! )a I ¢~ 9 ~., _ - (F~• rt . ' W F)e~ ~ tD FA~ I 1 1 ~ I .F I (I \~~ 1 ~ j,~(os) II 'wit d ~ t R r +.' i T I .i I Ir ~ ~ ( IT' ~ PERMEABLE %~ - 6/~ ~ r 1.,= 1 7 ~ ~ti 5 CL ~ rA'. 1 . PAVER MEDIUM VERICAL CURB + Isr) " ) ~ I ) ~ I~l~V e ~5 ~ ~ I ~ v . ''"~•, , N lsDj I I ~,,~ ~ ' ~ 'y ,,, s 14~ ` o ~ i r ,' ~ (we) I ~ I -C i ~ (s51 ~ ~ ) (ssJ ~ ?~ . { /3, a 't ,~ :o ! 1 pA ~ r ~. I A f- r ,T ' r ;'~3~°~ 1 )~~• a . ! / r I ~~'~ , I ti .,A ~. AA 0 J>A.vl A"~ ! r ,; , sr ' o '. ' 7 (aB) (es) ~, k it'WS,a3 a td F T 7y; n) uA r I `v SUWOL TYPE •t a+ _ 1. 4 .r ~'~ L t: Wr.. A ~~1~+ C~{ f I I) '` rl ?~ "' SAND F t z ~~ - .rr'',: .r ~ L~ F mtS V 1 1 _ , 'I "~ 8" PERFORATED PIPE w I 77 ~ / ~ ,,, ~. yY~~ }, ti T S + ~f J T ~b '. I 1 '~~ , A 1 I ~ I E ~ ~ Ill ~J J' .Ft s2.,.y u.._.- -- `,~,, ~ ~ - ~ I~ 1 ''~" ~x~s ~ ' - -FABRIC V(RAPPEC ~ 1~ h) '"' W~1'N ..i L~ ~ _ j Y+ r 'A A~''t I;. } DRAIN ROCK y ~ T p _ ' ( - + , ~ ~ I , _ v ) _ _ ~~ ~ ~ ) // ' Y ~~ A't .7i ~ I T ' i 1 1 ~' .~ T E ?J~.~lTHCi~1.~ {<< I~ 13 , ~~ o-r iE i7 r I t ~ J ~ , I I t+ ) {IV : Faln, , L T T' , n r~' , i~ s - ~~~ r A~ N t IJ T t - ~' 37G i 1 i tpFy Ta 1 t ~'. f l y LL'' '_ J' ffiA1E W/ ~~~~ ~ ~ I \` ~~ Y r w I P~d7~d '" /^' ., s ~'m n 4 4 v I ~`LCS-?~+}•w1~ 4 l` ~ _ ° ~ w ¢ rso r r/; ( r F t r ) / 1 ,r ~'A s I~, l ~~ 7 - I i i d ~ n~ I g 1~ 1 6 Ir, r i t 1 ~ I i F~9~ p! Y. I s ~~4 ~U#I tiU a r A , ~. t' ,> ~ 6 \,-0 1 I ~D'. ~~_ t N" E { e +)a '~ fi tt a ,~1 sey r ~ I }`. ~~, "ye I I ~ ~ & 1 ` s rl 't , d t H' ~~tse M ~ ~ ~ ~,b M- )1 ~ ti 4.. ... Dr '~. ~ k~s `vS~ 5 s - r D G 71/ rE i J S O f P , ;j ~~ ~. I _(. ~- rsxv*~ rss,} „r: ~.. ;, ',; k { 7 11 S I `ns ft, t' f su~4xa~A ~ ~. ~ ~.X 1+ I I;^ •1 r r~E` _ err )) o ~.~ ~ ~ ~ ~'~----------_ r ~~.L _,- "'48 ~ .. r: lam.. ~v t ~ ~ i G.. '. L'}~Li P' t ~ ~.+ ~.,1. Y I , -4 l~'K'~'fi, 7, •I 5~ 7V.~~VO, . r .M rz~nw N a3oD1o I25 ao °°"° I wzr I .,,.n 'I '*~#.~ s - ,., c - v t(pI~ ~ r~7 ='~. ~ an~annF P"^"tl"tl CWN#Ct B° RIGA aUCV SNAU ~iq~iW I I I1Si)~` ~~` 9,M1'.csN.47 ~~ / -~ ~ / I'.1 • L~, ! SI RN sSL~ ra iW OF S1CIdE WPN, iP w~2i1RsT ~2Bd' Y 9 ~C3D17250b ~ r 1 J c11•yn\}i,V WPE 71Af Hi011DE OFM1IX- I ~V61V~025S + e19A16'e 515Ry Ym30263 yp 1. ~ _,.~ . / i - I I wWxLSwucaRL~R f c~a~,s'.wen~in ~'-1rsA!. •~ T+" ~,;._..; - , cu.-uus sYEaDCrnW, ro 1CP TG sr~ ousEw .- : ' a sal3P NOTES - '. `~ ~ i~ ~ ttru al 9rECr c 3 ~ 1 ~ Atiro gFAUO~ ~. °8'. W1FM15~DrLAt HF 1. Tr115 AREA IN THE TOWN OF LOS GAi05 IS DE9GNATED AS FLOOD ZONE; "X` (J,REA$ -___ ~MMas ail OUTSIDE THE 1-PERCENT ANNUAL CHANCE FLOODPhAIN, AREAS,OF 1% ANNUAL CHAIJCE _ SHEET FLOW FLOODING WNERE AVERAGE pEPMS ARE LESS THAN I FOOT, AREAS DF 1% - _- __~ ___ - ~mRewc sans ewlzuer rpR easwals ~__-_- I ANNUAL CHANCE STREAM FLOWING WHERE iNf WNTRIBUTING DRAINAGE AREA'IS LESS ~_ IRAN 1 SQUARE MILE, pR AREAS PROTECTED FROM THE 1% ANNUAL CHANCE FLOOD BY ~~`~ND _ 4HE ~~ Mp DESIGN LEVEES. NO BASE FLWD EIEVAiILWS OR DEPTHS ARE SHOWN WI¶iN THIS ZONE, I ~ Mmww INSURANCE PURCHASE IS NOT REQUIRED IN THESE 20NE5) - {FIRM,. PANEL NO.;; ulA SSauwsosmmM PPa•DSSpsweLL PADFCSip sorlou ~wxrlx (CALIFORNIA SiORMWATER QUALITY HANDBOOK VOLUME BASED METITW SECTION B) 06085C0377H DATE 5/18/09). ), wontwESrzp naauu-EPm wa-u FEes swell Atmesp ' - AREA SUBJECT TO WATER TREATMENT 6IIE AAeA Apf~&IEpC )ftN6Cr ekP pP50NFtaw PiNME1F,A PEA PPApa,lAlEp MI,W',IIrN WRN L3 VHhNUM YftLV'R/Y MIH 5EpVAEp6YrAL P-IDlMV;A AEpUREMEM I z. EXISTING MPERVID05 AREA = D ACRf$ (VACANT LAND) ( 7 IACAEI value Is+:4q _ oKrs; w,sAUtcs 6ON F- fW slapsslrr.l MnnnEru6ze ~ 'MEDIA FlL7FR TRENCH BMp DRAINAGE AREA: L74 AC. (75,971 SF.) 3. EX$flNG PERYIWS.AREA = 3.06 ACRES +.s1 4a2 a2 p,HD LN as Fesl LL~YH 6- s suuMAm ! 4. PROPOSED IMPERVIOUS AREA = 1.19 ACRES ~ L.."„-`~~~~ - - D94 _ Dxs iss Iss vss swan ssl 'UNIT BASIN STORAGE RAINFALL VOLUME: D.31" (80% CAPTURE RATE - 5. PROPOSED PERNDUS AREA = i 87 ACRES swn¢sroMAZ q FlGURE 2A FOR 48 1R DRAWOOWN) 6, THERE IS A 38,9% PERCENT INCREASE OF IMPERVIOUS AREA. slcnr¢axrsspl TOTAL AREA FOR WATERSHED B: 75,971 (1,74 AC.) 7. RECEINNG SYSTEM FOR THE STORM WATER: EXISTI C STORM OUTFACE INTO STATE OF rwes,_, PERNDUS AREA EXEMPT FROM TREATMENT s"E`s42 ssA' IMPERNDU$ AREA - 37,308 SF (O.BB AC.) K _ VnwrsltnNCE PERNDUS AREA - 3&663 SF (0,86 AC,) CALIFORNIA RIGHT OF WAY (STATE ROUTE 17) ULTIMATELY ONTO VASONp .RESERVOIR i i PER CALIFORNIA STORMWATER HANpB00K __ ~ ecxsunE 8. 43% OF THE $I1E'S STORM WATER RUNOFF J5 DIRECTEp TO "VEGETATED BID-SWALES' FOR L__:__J GUIDELINES. -__._____~__ _ txmesw suiucsusroASy 6w MSan Ent;e ~_ -- { PERCCNT OF TOTAL SITE IMPERVDUS 37,308/75,977 = 49.7% FILTRATION. THE REMAINDER Y8LL BE TREATED UTILFLING A MEDIA FILTER TRENCH. __ SOILS CLASSIFICARON: CLAYEY SANDS AND GRAVEL PER GEDTECHNICAL REPORT 9 aFE7MMIN TES, ISWALE LE NGiHH=WAVEIOCITY~ j~M~p~7~gNG A MINIMUIh RESIDENCE -ME P. .v,,,~Mm `__- '--r^ nsr ____. ~ - -SEESEPARATE MEDWFiIER CALCUTATDNS aLnus sHEer __ __ . PREPAREt> BY: ~ i0. THE OVERALL STORM CONVEYANCE SYSTEM WAS 4ALCULATED ASSUMING THE 10-YEAR (.,~.,*'' I IYMPERNOUS AREA 7=374,679 S~P32(0,34 AC) ------ __ 4MNkY,W1E aF IprEAAStaroe. easwuE _ _ ~ 'MEAN ANNUAL PRECIPITA710N PER SCVWp MAP; 22"/PEAR ST0.RM EVENT. (DATA FROM SANTA CLARA COUNTY:pRAINAGE MANUAL-20D7) L,;.;aj.,,,,f P(ERNDUS AREA = 42,654 S.E (0,98 AC) I MEAN ANNUAL PREgpITA710N REFERENCE GAUGE -SAN JOSE AIRPORL• 13.9"/YEAR 1 HANDBOOK R APpEN01H DV~9AN JOSEWAIRPROR ED ;"B" WAS DERIVED FROId 1HE CA$OA (0.40 AC SUBJEC7fRDM~>~A~~T~ ssaAM cAPAGr^~ UNIT BASIN STORAGE RAINFALL VOLUME CORRECOON FACTOR; 22"/13,9" = 1;50 12. COMPOSITE RUNOFF COEFFICIENT: ) Awustspc emOEm UPAffn a:n•oESF saswAls MEes; I ADJUSTED UNIT BASIN STORAGE RAINFALL VOLUME: 1,58 e sAEan+smgpen reul,lA6AE1 aAWe MyNAI gmrssA lersl IlmAVM;asl arP,w smAM, D,37 - 049 WATERSHEp "A" a tat aas_ VI Itst sG:'e Iss J ~ ~ I WATERSHED "B" 75977 Sf, 1.74 AC. - trn an el xms ~? Tun ..I I BMP STORMWATER TREATMENT VOLUME: (75,971 S.F. 0,49' IMPERVIOUS AREA - 14679 SF, (0,3-0 AC) - C=4,9 ~ I IMPERVIOUS AREA = 37,308 $,F, OB6 - ~ ) ( ) / 1'/12' = 3,ID2 C.F, PERVIOUS AREA 42,654 SF (098 AC) C=025 ~~ __~ PERNDUS AREA = 38,G83 S,F. (0 BB AC) ) __._ uwaEF meEEmrnv cTiEurscnlananpl - FILTRATION TRENCH SURFACE AREA (SA) C = (0,9 " 14,679 S.F./57,333 S.FJ + (p,25 + 42,654 S,F./67,333 S.F.) - 0,92 (0.23 AC EXEMPi'FROM TREATMENT) NARCSfAPE urmswPe SA = TREATMENT VOLUME _ WATERSHED "B" (D,65 AC SUBJECT TO TREATMENT) AHEnroVaw: raA~cvnw[ INFILTRATION RATE pRAW DOWN TIME 3102 C. , = 1,551 S.F. IMPERVIOUS AREA - 37,3Ud S.F. (O.B6 AC) - C=0,9 IAGIMEMAAFa law: NCPEI IOft W2'1 AuuslEDwr,LLL ~ 0,5 HR 1 12 (72 HOURS ~ ` " ts1 uJOS ue<s ¢r - rr ~ PERVIOUS AREA - 38,663 5,F, (p,BB AC) - (~0.2¢ g s vs snt mm" ' pa - + INFLTRATON RATE FOR THIS PROPOSED APPUCAi1DN IS 0,5`/HR C = (D,9 + 37,308 S,F./75,971 S.F.) { (0,25 " 38,663 S.F,/7g,y71 S,p,) = O,g7 No, DAR ~ AM9CN5 ...-._.._.:..~.._......~.._-~._ ' iJ, ALL ROOFDRAINS i0 BE DISCDNNECTEO AND DIRECTED ONTO SPLASHBLOCKS, ~ w~~ ,~ TM., ". 9,~ ~w ~ "„ <~.un .,~~,r .M a ~. _ _ _ _ ~n6g ~°w ppu® p6_!y $ 94 pyq} Q ~` Ar A.T. ocr, z1 Os Q -- __- orscxm, -'-Pere ~N ~~I III L;.9EiVN®9171, A`9~~4D~16d1~~ ~V I I _ ___ _ _ _ _ _ DAB LRN ! _~A~~ o,p. ~`~~R~f~VAT~~f t~ANAGE~I~1~T P~At~ Pr?~~A~Q Foia, r~u~~Tl~4 o~v~LL~~~N1' CoApO~nTl®N 6 u"p'° "~ m~"~ i° Civil Engineers "Planners • Surve rs °"~` ^~~,_ ti ~r p ~po ••"~~ Mxp m ~ - -' ' _ ' - - - - ,,N„ ~ _ _ 2585 Nash fks! Slreal ' Suite 298 + San Jose, CA 96131 L~ 13D7 5. 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