C:UserspdentDesktopUserfilesMariani PDSF

GENERAL NOTES NOTES

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE GENERAL AND SPECIFIC PROVISIONS. STANDARD DRAWINGS, AND REQUIREMENTS OF THE CITY OF SANTA CLARA.

1. CONTRACTOR SHALL CONTACT U.S.A. AT LEAST 48 HOURS PRIOR TO EXCAVATING IN ANY AREA WHERE UNDERGROUND FACILITIES

2. CONTRACTOR SHALL SECURE A STREET OPENING PERMIT FROM THE CITY ENGINEERING DEPARTMENT AND PAY APPROPRIATE FEE PRIOR TO COMMENCEMENT OF WORK. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE UNDER A SINGLE STREET OPENING PERMIT.

2.

ARE LOCATED. PHONE (800)642-2444.

THE EXISTENCE, LOCATION AND ELEVATION OF ANY UNDERGROUND UTILITIES ARE SHOWN IN A GENERAL WAY ONLY. IT WILL BE THE RESPONSIBILITY AND DUTY OF THE CONTRACTOR TO MAKE FINAL DETERMINATIONS AS TO THE EXISTENCE, LOCATION AND ELEVATION OF ALL UTILITIES.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY OWNERS 48 HOURS PRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY CONTACT UNDERGROUND SERVICE ALERT (USA) AT 800/642-2444.

3. DATE OF SURVEY: OCT. 2015, MARCH 2018

4. BASIS OF BEARINGS: ON AROTHE BASIS OF BEARING FOR THIS MAP IS THE BEARING BETWEEN THE FOUND MOUNMENTS ON ARROYO DRIVE AS SHOWN ON THAT PARCEL MAP RECORDED IN BOOK 625 OF MAPS AT PAGES 27 AND 28, SANTA CLARA COUNTY RECORDS. 4. ALL SIDEWALK, CURB AND GUTTER IDENTIFIED FOR

REPLACEMENT SHALL BE REMOVED AND REPLACED TO THE NEAREST SCORE MARK OR AS DIRECTED BY THE ENGINEER. INSTALLATION OF NEW SIDEWALK, CURB AND GUTIER AGAINST EXISTING IMPROVEMENTS SHALL REQUIRE A SIDEWALK CONTACT JOINT (DOWELS REQUIRED).

5. BENCHMARK:

5. SLURRY SEAL SHALL BE REQUIRED ON ALL NEW A.C. PAVEMENT. SLURRY SEAL SHALL BE REQUIRED ON ALL NEW PAVEMENT FOR TRENCHES AND AT NEW CURBING AND SHALL EXTEND 12 INCHES BEYOND THE LIMIT OF PAVEMENT RECONSTRUCTION.

6. THE CONTRACTOR SHALL NOTIFY, BY CIRCULAR, ALL BUSINESS ESTABLISHMENTS AND RESIDENCES LOCATED IN AREAS AFFECTED BY THE WORK AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION. CIRCULAR SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.

7. GRADE BREAKS ON CURBS AND SIDEWALKS ARE TO BE ROUNDED OFF ON FORM WORK AND FINISHED SURFACING.

8. IT IS THE CONTRACTORS RESPONSIBILITY TO REPLACE ALL STREET MONUMENTS, LOT CORNER PIPES, AND GRADE STAKES DISTURBED DURING THE PROCESS OF CONSTRUCTION AT THE REGULAR ENGINEER'S FEE.

9. PROVIDE CONCRETE PROTECTION BETWEEN UNDERGROUND PIPE CROSSINGS WITH 12" OR LESS VERTICAL CLEARANCE.

10. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM PROJECT SITE AND FROM PUBLIC RIGHT-OF-WAY.

11. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL AND KEEP MUD AND DEBRIS OFF THE PUBLIC RIGHT-OF-WAY AT ALL TIMES.

12. ALL TRENCHES AND EXCAVATIONS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH THE APPLICABLE SECTIONS OF CALIFORNIA AND FEDERAL O.S.H.A. REQUIREMENTS AND OTHER APPLICABLE SAFETY ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLATION.

13. EXISTING UTILITIES SHOWN ARE BASED UPON RECORD INFORMATION AND ARE APPROXIMATE IN LOCATION AND DEPTH. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES THAT MAY BE AFFECTED BY NEW FACILITIES IN THIS CONTRACT. VERIFY ACTUAL LOCATION AND DEPTH, AND REPORT POTENTIAL CONFLICTS TO THE ENGINEER PRIOR TO EXCAVATION FOR NEW FACILITIES.

14. CONTRACTOR SHALL PERFORM HIS CONSTRUCTION AND OPERATION IN MANNER WHICH WILL NOT ALLOW HARMFUL POLLUTANTS TO ENTER THE STORM DRAIN SYSTEM. TO ENSURE COMPLIANCE, THE CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE BEST MANAGEMENT PRACTICE (BMP) AS OUTLINED IN THE BROCHURES ENTITLED MANAGEMENT PRACTICE FOR THE CONSTRUCTION INDUSTRY' ISSUED BY THE SANTA CLARA VALLEY NONPOINT SOURCE POLLUTION CONTROL PROGRAM, TO SUIT THE CONSTRUCTION SITE AND JOB CONDITION, THE CONTRACTOR SHALL PRESENT HIS PROPOSED BMP AT THE PRECONSTRUCTION MEETING FOR DISCUSSION AND APPROVAL.

15. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT IN THE STREET RIGHT-OF-WAY SHALL NOT BE PERMITTED, EXCEPT AT LOCA TION(S) APPROVED BY THE CITY TRAFFIC ENGINEER.

16. UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER IN THE FIELD: AT EACH LOCATION WHERE NEW CURBING IS TO BE INSTALLED ON AN EXISTING STREET (DRIVEWAY INSTALLATION, DRIVEWAY ABANDONMENT, HANDICAP RAMP INSTALLATION, CURB FACE DRAINAGE INSTALLATION, ETC.) PAVEMENT RECONSTRUCTION SHALL BE REQUIRED. AN 18-INCH WIDE BAND OF PAVEMENT SHALL BE REMOVED AND REPLACED ALONG THE ENTIRE LENGTH OF CURBING INSTALLATION. REMOVAL SHALL REQUIRE SAW CUTS. REMOVAL DEPTH SHALL BE TO THE BASE MATERIAL ON STREETS WITH A.C. OR P.C.C. PAVEMENT FOUR (4) INCHES OR LESS IN THICKNESS. REMOVAL DEPTH SHALL BE TWO INCHES MINIMUM ON STREETS WITH A.C./P.C.C. PAVEMENT THICKNESS GREATER THAT FOUR (4) INCHES. REPLACE WITH A.C. PAVEMENT.

17. FOR ALL SILICON VALLEY POWER REQUIREMENTS FOR ON SITE AND OFF SITE IMPROVEMENTS - SEE SVP ESTIMATE # , "DEVELOPERS WORK", DRAWING NO. 33756 SHEET 5 OF PUBLIC IMPROVEMENT PLANS.

18. ALL \vDRK \v!THIN THE PUBLIC RIGHT OF \vAY TD BE COMPLETED IN CONFORMANCE \vITH THE CITY OF SANTA CLARA STANDARD DETAILS & SPECIFICATIONS, 2008 EDITION

SANTA CLARA VALLEY WATER DISTRICT BM172: BRASS DISK ON TOP AND BACK OF SIDEWALK AT THE NORTHEAST CORNER OF EL CAMINO REAL BRIDGE OVER SARA TOGA CREEK (BETWEEN BOWE AVENUE AND BUCHANAN DRIVE). CITY OF SANTA CLARA. ELEVATION (NAVD88) FEET: 79.23

NOTICE TO CONTRACTORS

CONTRACTOR TO NOTIFY U.S.A. (UNDERGROUND SERVICE ALERT) AT 800-227-2600 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES.

ABBREVIATIONS AC ASPHAL TIC CONCRETE AS . BC BACK OF CURB BL BUILDING BW BACK OF WALK BOL BOLLARDS BFP BACK FLOW PREVENTER c COMPACT COMM COMMUNICATION CONG CONCRETE CB CATCH BASIN CL CENTERLINE co CLEAN OUT DCDA DOUBLE-CHECK DETECTOR ASSEMBLY DS DOWN SPOUT EB ELECTRICAL BOX EP EDGE OF PAVEMENT EV ELECTRICAL VAULT EMH ELECTRICAL MANHOLE ESMT. EASEMENT FC FACE OF CURB FCD FACE OF CURB DRAIN FH FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION FS FIRE SERVICE FNC FENCE FW FACE OF WALL GLM GAS LINE MARKER HC HANDICAP MH MANHOLE MON MONUMENT PL PROPERTY LINE PIV POST INDICATOR VALVE N.W. NORTIHWEST s STANDARD SL STREET LIGHT TIB TELEPHONE BOX IBA TO BE ABANDONED TRN TRANSFORMER UB UTILITY BOX WB WATER BOX WD WOOD WM WATER METER WV WATER VALVE

LEGEND

PROPERTY LINE

ADJACENT PROPERTY LINE

CENTERLINE

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FOUND MONUMENT AS NOTED

ELECTROLIER

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SIGN

CURB & GUTIER

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INDEX TO PLANS SHEET

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DESCRIPTION

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MARIAN I'S INN AND RESIDENCES

NO.

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LEGEND

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ABBREVIATIONS AC ASPHALTIC CONCRETE BIO BIOSWAUE PLANTER BC BACK OF CURB BL BUILDING BW BACK OF WALK BOL BOLLARDS BFP BACK FLOW PREVENTER c COMPACT COMM COMMUNICATION CONC CONCRETE CB CATCH BASIN CL CENTERLINE co CLEAN OUT DCDA DOUBUE-CHECK DETECTOR ASSEMBLY DOM DOMESTIC DS DOWN SPOUT EB ELECTRICAL BOX EP EDGE OF PAVEMENT EV ELECTRICAL VAULT EMH ELECTRICAL MANHOLE ESMT. EASEMENT FC FACE OF CURB FCD FACE OF CURB DRAIN FH FIRE HYDRANT FDC FIRE DEPARTMENT CONNECTION FS FIRE SERv1CE FNC FENCE FW FACE OF WALL GLM GAS LINE MARKER HC HANDICAP IRR IRRIGATION MH MANHOUE MON MONUMENT NPS NO PARKING SIGN NSS NO STOPING SIGN NXS NO CROSSING SIGN N.W. NORTHWEST PED PERDESTRAL PL PROPERTY LINE PLTR PLANTER PIV POST INDICATOR VALVE PXS PEDESTRIAN CROSSING SIGN RPS RESTRICT PARKING SIGN s STANDARD SD STORM DRAIN SL STREET LIGHT SLB STREET LIGHT BOX SS SANITARY SEWER TB TELEPHONE BOX TBA TO BE ABANDONED TRN TRANSFORMER TSB TRAFFIC SIGNAL BOX TSP TRAFFIC SIGNAL POLE UB UTILITY BOX WB WATER BOX WD WOOD WM WATER METER WV WATER VALVE


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NO.



DRAWING TITLE

GRADING & DRAINAGE, UTILITY ROUTING PLAN

WEST

STATUS

PCC SUBMITTAL


C3W

PROP. BUILDINGS

FF=82.00 FF=79.40 FF=78.80

FF 77.90

PROP. GARAGE

FF=66.50

~ 20' BSL _____ _,'-

,_ ___ 10' ~ / 10' EXIST. CITY SOE_ TO BE QUIT CLAIMED 8 -· 8' I PROP. SWE

4' 6' 3' I 7' 8' PROP. BIO SW1 LE I PROP. S/W EXIST. S1 W

3 :::,1 .,

I ~ I ,•; r~~ PROP. TREE WELL

I 1 ~-,:I :IC/·::!·~· :;:;:.··E··~2;:::%.::,: .. z:::::;: .. ::!· ·~I W/ROf T BAFRIER

~~---~~~ I I I • "

I vv uu

4· I I!:! < o>

00 00 (I) °" 0.. 0 0 ic, (ll -< I- 11. --, > o>-z (I) f- - 9: -< r' 0 :::; (ll (I) • L,J x f- °" U) 0.. w xo 0 w I'- °" 0..

EL CAMINO REAL

4'± 3'± 3'± 5'± 1 D' 19'±

-------------------------~_-=i---

z < 0 0 ct

(I) w f-

(I) <( <( (I) (') 5

2! 0 OJ co r' r' r' U)

U) U) x x x w w w

0 z < c

I J:

_j (ll (.) w ::::> f- • al

<Xl r' - :::; U)

~ 0

x °" w lJ..

°" I-0..

~

TYPICAL SECTION A-A @ EL CAMINO REAL SCALE: 1 "= 4'

30'

I ' ' -

30'

4.5' MEDIAN

_r--,

P· )

-10' 10· I

14' 5' 4' . •

15'± 4' 5' 14' 17' 17' 15'± PROP. BUILDINGi-------___;,"'------~~·~--'---1-~-'--~-+----+--___;-------+~-----___;----------'~---------'--------~i-------___;------,f----+-o-+-----'--~t---"'----t~-------'-'----------i j SIDEWALK

PROP. BUILDING

FF=82.00

FF-78.80

PROP. GARAGE

FF=66.50

A v

PROP. BUILDING

FF=82.00

15'

6' 8' PARKING

I L I I

~_J • --I

I- ---:,

a.: 0 0

I °" (/) 0..

I <( (')

00 0

n r' U)

x w

)

-

30'

20'

15' 5'

I EXIST. S/W

5' 12' I 12' 5' BIKE LANE I BIKE LANE

I I ------ --- ------ ---I I I

c I 10'

I 10'

I I °" I!:! ~o ;o U) U) - • <'I a.: - ~o 0 a.: °" f-

0.. 0 U)

°" x 0.. w

TYPICAL SECTION B-B @ BUCHANAN DRIVE SCALE: 1"=4'

)

TREE l -

30'

20' 5' 5' I SIDEWALK I PL~ ~TER

I 13' 7'

I I I

10'

8' PARKING

- - ---,--..J' I

15'±

0 ct c ~ ~ <( 0 "' :::; . w IX) °" ·W 0 ID

x O w I'-

EXIST. S/W t- - - -----c_- - --n__ - - - - - - - -

- - I__. -=r -I

-- - -~- - - - - - - - - - - ---i=... I

(/) <( (')

' I NQ

r' I (/)

x w

f e I

9'± ' ' 2' 5' 5'

S/W ESM'T SIDEWALK PLANTER

I (.)

I LL

I EXIST S/W I I ~t=i I I -

vv I--:,

I a.: I 00

0

°" 0 0..

ct w f-

I <(

~o IX)

(/) r' (I) (I)

x :o w

(I)

x w

TYPICAL SECTION C-C @ ARROYO DRIVE SCALE: 1"=4'

I ' i ' -

28' 28' . ' 40' 7'± I

I 5'

I (.)

_li, LL EXIST. S/W I - - - - - - - - - - -r- r -c.._ g-=--=-~ 1

I :2 I °" ~o • IXl

(')

N

r' (I)

x w

0

A v

PROP. BUILDING

FF=79.75 I v

I- vv -:,

20'± f • '

I I

I I

5' SIDEWALK

I I

-- I--:,

a.: 00 0

°" 0 0..

8 ,-

10'

5' PLANTER

I

EXIS . s/w

(.) LL

I

6' SIDEWALK I

_J

PROP. BUILDING

FF=79.75

I~ "'"

30'

40' ' I

30' ,,

" 5'

(.)

PROP. GARAGE FF=73.00

10'

5'

t I

I

I _li, LL EXIST. S/W I

------ 85----r- r-c.._-=Cf=====I O f- I (/) (I) ~O ~ I ':n , , o I - <D N

0i O x w

r' (/)

x w

r' (I)

x w

TYPICAL SECTION D-D @ LAS PALMAS DRIVE (NORTH OF MADERA AVE.) TYPICAL SECTION D-D @ LAS PALMAS DRIVE (SOUTH OF MADERA AVE.) SCALE: 1"-4' SCALE: 1"-4'

"· '"' ""' '"' S E,, .. , 'I' '' '"' """ '"' """ fil,

1111"'11' 11.1,1.::::: 11.1,1. ,,_, •n!' ]:f1tt1ttlif1 llllIIIll' lliiliirrli!

STANTON .ARCHITECTUR

-~~.!00©. RESPONSIVE. RELIABLE RESULTS SINCE 1953

2J55 De La Cruz Blvd. Sartu Clcn, edit 95050 (408) 727-8'162 FAX;(~08) 727-'i!M! JN: 18018 DATE: 5/31 /18 SS ME30


NO.



DRAWING TITLE

STATUS

PCC SUBMITTAL


C4

!"'") 0 0 I

~

N 0 0 I

..----0 0 I

c.o ,;;I-I

0 0) N

z Q_ ~

LL 0 U) 1-z w L w > 0 0::: Q_ L

0::: 0 LL

~ LO u w w U)

LEGEND - - - - - - DRAINAGE ZONE BOUNDARY

- --SD- - STORM DRAIN

78.40

76.JJ ·I 'ii-78.l!i

! ~ 76. !Bit'

r-~ -.JO'-Jl±--jf-----Jcr;,,tt-"1_.;.,--;t'l'O l 77,,;,; !., 77.t

77.~

' "

92 78.71

I

78.07

71.89

--

78.07

n• 71.76

EL CAMINO

---

77.8() 77.97

77.7.J

_..-::".'."-";;";~-~~==~:'EE~E>7•7.62 - 77.7' 71.67 77,51} 77.~rsp 1, n.76 n.et

77.77 77.67 77.87

77.llJ

z _J

w (/) a:: 0 :::!!:

REAL

-

I

PROP""'J::,-_D APAR BUILDIN FF 82.00 Dr,1A 1 ~'.C

-CJTA.I 17,5.IL l~/:)-14.23L S.=-rER\,'= 3,280 S.F.

APN 290-14-069

w---

r: - " L t-~----+'l~----'I G I f

FF cl I

SCALE: 1"=30'

CB " NV. '4.2 •"t

APN 290-07-138 DMA •• 1 C4 -~.__cl:::,~: ~" ,. 1 ____,...--, 9 Ir{

Wtt.A'l"!'Fs.r ,-] I-" PERY• 2,012± SF,

I

=

APN 290-14-070

M l e'J

-~~=-;IW,,::11,:a,----'"~· ~ -~,.~·~ 1_t---,H p;a! :tJC'.7.J.3

i -~

-, "

•

"'

it,

77.50

w > O::'. 0

• I

--·

I

f I

~ I

APN 290-07 -038

APN 290-07 -037

PERVIOUS AND IMPERVIOUS SURFACES COMPARISON TABLE

~tllllffiWA1:u; """'"'"'"'"'"'"'"'"'"'"'"'" '"""""""""""'" ____________ _

'F~'lli l'wt~'.t'!JJ.JM An'4J.(01

FOR BIO RETENTION BASED ON 4% RULE ZONE IMPERVIOUS TREATMENT AREA TREATMENT AREA TREATMENT %

AREA (SF) REQUIRED ( 4%) PROVIDED (SF)

3,554 142 145 4.1%

2 2,264 91 95 4.2%

3 1,979 79 81 4.1%

4 1,981 79 81 4.1%

5 2,407 96 102 4.2%

6 1,178 47 50 4.2%

7 1,933 77 85 4.4%

8 11, 102 444 511 4.6%

9 22,655 906 1,057 4.6%

10 7,388 296 300 4.1%

11 22,465 899 1, 190 5.3%

12 26,372 1,055 1,469 5.5%

13 5,081 203 204 4.0%

14 4,753 190 195 4.1%

15 14,349 574 579 4.0%

16 3,212 129 130 4.0%

17 1,623 65 270

BIO RETENTION MAINTENANCE & INSPECTION ACTIVITES

TC-32 Bio retention -,,,,,,,,,,,,,,,,li'li'li'li'li'li'li'

~~~~~~~

• l.Mp;:,ol ,i,::,.ll a~.d ls'a;:J~b: ,:,;,ll,ie-tL:iio:c<0~. l M;;.·,d11l1 .... ,.,.,., . .,.,.,.,.,.,, '''''' ,.,.,.,.,-,-,-,-,-'"'"'"'"'"'"'"'"'"'"'" ,.,,.,,.,,.,,.,,.,,.,,.,,,,-.,., .. ~~~'"'"'"'"'"'"'"'""""""'""'"'"'"'"'"'"'"'·'· ,.,. .... ,..,..,.,.,.,.,' -• J~~l)~t for ~~,)~,..,~c.r 1:l$Jn.:1ai" k1· •'IOk';til:Jl:l:~m, r,,rt!i:::lt!'.,],• .:1<! 111,~.,r,,d t1! -!flllt •«lit ~~~~1)!1 ~ti

~cli,::d,.lk:, ..w~m..-, mo,i:~1t:~~,~:,:. ~:~ol befu1r~ ,1o.~i~, faU :,,us:;l!l't,:, !:~, .m, .. ti~:. ,m:i'f'> ~~ r~~o!J· tl',::,r lalfu!>~~- 1!-L1'1<'!'1<!er_ ~ffiJl!i:t!llc~ :li'iS'f~'•!lhJb. ~rw.-jl-l"rl!t,J,; ,!lJflh,~L~j' ~lllM-1/Bi t~.c."li!ta!hl~

• fo~(,L".et to-a1~s1:rs: [r,!t..'-"I i.i wt:ll 1:;rt11M:i~~r.il. rfrn,i, dt.lr,;::r µi:,:.,pi.rn iM~l ~,~I i;::,r.~d rnr W!ef~flffiW~IA1~il~rtm~fa..-... ~f..eiri\.l!,,_ ,,,,~L,![I! i,...:l'!F!,m ~-jjtll[f.~f I,~~ij'k~rr.

$:!,mi~~!l1:11i;;;,) ~l:l-f.;!<~'tle:<I).

" t.'ltw!l fillf d~b1~• oiats.l. l~!'lfil'. ~Eid ~f~~• 'llfw.Jmaf1:~ ~&.J:.rnrnlM:1rn1.

111"1'1"1''1T'1'111'1""1:1"'111'.''• .. "'1';,,:;~:.;;,::::::,,,,,,,,,,,,,,,,,,,,,,,,,,111111111111111111111111111111111111•111111 ::~!~~~~~~HHa....lilli'.''r!lillli!t!t!t!t!t!t!EffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiEE : : : : : : : : : : : : : : : : : : : : _ ririririririririririririr,r;r;r;r;r;r;r;r;r;r;r;r;r;r;r;r;,;,;,;,;,,,,,,,,,,,,,,,,,,,,, _______ _ • 11.'aatti(~~tnr;: ,ticdO?! t-~t at 1",'l'd~.- l At 1,'tt1\j~tt

~~~~~~~~~~~~~~~"""" ----------------------------------------------------- _________ _j ____ .':':\~l:~:1:;:',,--., 'l{E:mm'Elififi',rnr~,l1~br,.~. j Mrn~hl\

·~~~~~~~~~-~~~~~"'"'"'"'"'"'"'" """""""""""" - - - - - - - - - - - - -·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-•-•>•>~~~~~~~~~~i~~~~~-~~~·-············•.e.e.e,• .. ;R,"'~"~" u,~,w~,··~ • :~~~kl,,,,1,;(larea, . ., T~L;:tt Lli!!i>'~!iitl~ '.J.\C~•em~ 'Ll'ltU-~~

• JiLi."'>' rnxt' iJiI'~shl,-.11>: J1ri!-aJ-..la.-tl

• lt,11:,~J, ,1,1,,.il;,,, ,i1;I "1!1,.""" 1:,;,-;1"~

Iii ]{;::J[1!lir ~~ID!11!1"' ~t;,1;,:~\Wl~~

ii !)~~.,j.,Jl{llTI1~:nhria1.

• '~1.!1(1:i, ~~I pH ""lp.,lc~ f'.J'11_ ---------------····· ii ;~'ll~m,~ ijOO rer,~\i:~~' 1$r,~c1 ~!!cl 1i"i'ls'-'<"'!•:l ,·,r~~:t.orrk,,1. l S.ii.i-,wrr~,w

··················~ ' ' ' ' ' ' ' ' ' ' ' ' '"""""" """""""""""""""""'""""""""""~~~~~~~"'"'"'"'"'"'"'"'"'"'"t ............ -~~~ -~~~~-·

,;,;:;;;,~\~-~~~pdwl.ror: I """""::~::_ • C<d"!lllfi -~l!!Htld b~ ~1i:oll',d "'1'1'"f:l 2 ·1·~ ;J }"~~"'11,! ""~1•_"1l i:1a1""' ~lllll~.!Jt;l_p~~f- ~"'.llt~!M'li! j)fl,ll"fl! ! ~wry·~,-~~:'>!, c>1•

ti)~ ""'il: ~~llf<illll., l ;1,1. m1,1;!;~! ·---~~n,e,e,e,e,e,e,·,·,·,·,·,·,· ,-,-,-,-,-,-,-,-,-,-,-,-,;,;,;,;,;,;,;,;,;,;•;•;•;•;•;•-,•-, """"""""""""""""""""" • • • • • • • • • . J ... , ., ., ., •e,e,e,e,.,.,.,.,.,.,.,·,·~~

Aellditiomal lnfMmal:ia-111 l.;i.1"id:~Qij;!h1t i-~ ;;rll_icrt! k, the f1,_rn:erluia. >'ll1~1 ,u'._.,i-thr_a[i1~'1'.e1.h1<t o,f bi:o,r-t.ette1~tiur,_ tifi":lil-!>. h ii, p,t<fe1,ibl~ ti-:1 _µt-n1t tlite i!Lft'.,a, 1,1'ith Tii'ttioit: t~Vt,,.1i,_/!"", Llr j..lfufiLI nutl ptuvOri-e lmbJ:Ut ·c<ilt1~,, 'ril'!tcte t}~'!!-ibite. iuwt:btt lmfll!irt;:JJfit rk.~i;,,li. ((',i:t11r~• :i~ it> ~dect :sp1.:dt::s thei.i caut 1vliib:iit!il.Il~ tbc hyfi"Dki~:L.: n:·,;;in1e t.11~,y ,a1ill l'.'.';1pl'.T.=rlE"_ A·, th(" hL!tl:n:ri c1! t!w hi<:;<.n'.1:~rrtioa faci[ft;r, pl:h11t:i lhiit-LiJlrtr.tll" lruih 1,1·ct ;:JJt::i..li dry, EOl'.Edlti[]Ill.~ ii.ft'. pr~·forn.bk_ .:\l. thL~ !'.[f~,'.1<,, ·,•1hi('h ·~--in IlE]IlOiin :r1rime1.:rr-i'.ly drJ, 1:q;-LnIEi liJ?fil:leis ,~,rn b~· tlit" rnJJ1.~t r-e:;._ifo:111- ]I i:~ h@~I In M0Jel!'.t ,a rrnTibimitiiin of tre~l'<. aihrna;iih~, <Lrrd h!'.rlJJ11"f"IM1:;. mi,t~riii~,;;_

Reftrienc::eei ~!i'l'rap!J:\if.iw Cns1lli'ii,, lCrh:u1 Sm!!!.11 Riti'~ H,..~J: l\fi'!fl.,p;E~Pam Pr~rn~ M-ll,rJ\l~ A'1mlhbhc at· b.t.nt:J1~11:Y'l~~Jrr1r~mi.m:~tt;.1ffil.r.a·td1!:t0-.m.~~:IJ! .. ).'.'f~oor,~rol.:~}d.rJ;m::mu1l~J:111

c .. ::ror,~i !;;t~..-l"l~"'jl;<:r ·a Mr lb11[i~¥ MI.J!l<~~,'!:!

"'-""'-$b,n1:.lhllt-~oo-llkl,.t;Wr

l ... .

.

SE .... I' : : " ' t: ""' "" : : "' 1~ ""' ,_, _

STANTON ARCHITECTUR

[" ., •,:1' ,·11 ,• ,.,, .... '






DRAWING TITLE

STORMWATER MANAGEMENT PLAN

EAST

STATUS

PCC SUBMITTAL


CSE

..... Ft--DOOR

»

',;;;; ' ' p-

•

BUILDING FF 80.26

•

j

D~ ~ CD

., II ., .

-

•

"

... "" ~· •

I

l

--

w

...

-

l.

I 1-1

'

• la.ll'l!Jii.\B ,,

v, ,. .... .. v.

< (.!) ~ ~w <w a:: a:: <u (/)

'

BM 79.2J

""

LEGEND --- - - - DRAINAGE ZONE BOUNDARY

--SD- - STORM DRAIN

77. 75 78. jJ

+

"" •

,. '

APN 290-14-230 ' "

. "

"" 7/J,IJ

I

II

~-

AF "

INSTALL BIORETENTION TREATMENT SOIL AND LANDSCAPING PER SCVURPPP STANDARDS-

0::: 0 l..J....

w LI) 0 w w (J)

2' i--=-----.-----------VARIES--------~1----1 MIN.

RIPRAP @ 3

• :::;::-i 1

VARIES-------::,--r- 2' MIN_ 1 ~I~ 1 (1' '-CLEANOUT W/CAP I ABOVE FlNSH GRADE

WATER SURFA_C_E....l-L...,r~l--.,!,--'-1 ·/ 1 •• 1.1-1 ,1 •.I.I. ~; /,1/ , ,I/. I . I .. I . I .• I •• I •• I . I.

I ,J,, ._.. ,, s, ,, ' ~ ,•'• ::• •

: . ( , I . . . BIO - TREATMENT° SOIL.:· .'. o:i t·· r··. : ·· ··· ·· ·· ....... · ·., ·. · ~ . • ij·z. ~.. ... . ... ~ , .. . . · I·· ell -· '. · ·.. 2% · ., .... .. ··=:·,·· ... ::::z:· ,•,' ~····=·· .. ·. '

',:,,.:.·::~ ..... ··:: ~-. 't

... :·: :· .. ·:: .· ...... \'· .... . ~: ~ .... •),

, ', I, , , ' • ': , •• ,. •, • ", ', ".... 2% "· . •. . ' . . . . .. . . UNCOMPACTED

OVERFLOW RISER WITH GR::VE / - -

l_C) I UNCOMPACTED NATIVE

3 1 r::::::::

CHRISTY V12 12"x12" DRAIN BOXJ '- _,/ OR APPROVED EQUAL ! ~6" PERF. STORM DRAIN (PD) W/6" CLEAN OUT

AT EACH END OF PD 12" PVC STORM DRAIN (SD)...1

12" MIN. OF CLASS II PERMEABLE ROCK PER CAL TRANS SPECIFlCATIONS

TYPICAL BIORETENSION BASIN SECTION SCALE: 1 "= 2'

PERVIOUS AND IMPERVIOUS SURFACES COMPARISON TABLE

FOR BIO RETENTION BASED ON 4% RULE ZONE IMPERVIOUS TREATMENT AREA TREATMENT AREA TREATMENT %

AREA (SF) REQUIRED ( 4%) PROVIDED (SF)

810 32 72 8.9%

2 3,087 124 148 4.8%

3 36,590 1,464 1, 728 4.7%

4 12,806 512 532 4.1%

5 30,433 1.217 1.220 4.0%

6 17, 791 712 1,044 5.9%

7 5,611 224 229 4.1%

8 9,895 396 400 4.0%

BIO RETENTION MAINTENANCE & INSPECTION ACTIVITES

TC-32 Bio retention

~1111 • '' '' '' ., ., ., ., ., """"""' ' ' ' ' ' ' ,.,.,.,.,.,-,-,-,-,-,-'"'"'"'"'"'"'"'"'"'"'"'"'""""""""""""""""""""'"'"'"'"'"'"'"m~~~~'"'"'"'"'"'"'"'"'""""""" '"'"'"?'"'" ' ' ' - - -II J~~l)~t for ~~,)~1<111.c,1 1:l$ln1:1ai" k1· ,,...~';:lrl:ll-icllm, r,,r~!i:,tatbly .l<! ll!."lcl'!tl,d t1! 'tl'ilt ""1l!!t ~~~~1)!1!:t!< J

~cli,::d,.lk:, ..w~m..-,m,,i:~1t:~~,~~: J:~,l be~;;1rti ,1o.~J;,:r fall n.,u.:;1!11<, I:~, ..i..,~ d~:. ollip1>,<a"l:i r~~d-.:1' l tl',::,r lalfu!>~~. 1!-L-1!11-l'l'l'L ~ffi~l!i:mt.:~ :li!!o'l:~'•'tlr.Jb. ~f.a,.- pi".h,:..'b ,!ti' l:,N1~y lt'J!M ,lfh t~!~~'!i~ !

·---------------···························································································································----------1 l · :ll. if''· ii :f ! ill:; ., I d ' ;llo,mil~rn-r,Hllil 11 :n~(,L".et 't{H!ll1~-;,1.rs: [1,,!t,.'.l.'11.G vnt:. ;:.!111 ~,~e1r. , ' nu.,, .;,;::r ·~r.'lP!<rn ..,rn, ~m,i i~~r.r. w J lw.;;,•'tl~ ::':7:.7::::=:~==...i.. • Wc!lltt!llfill!;:,1::lrl";! f'1lfi!'!e.'t',;i:,,_ j .'!l'l'l'.j'}l'.I~'

i ~i:)"~~r,,:o-i;,~ -~- fu_~~;;;ii~;;:;;;i~ii;i~,~~ l ;~~di;rrrr~

,~PP~~~~~~-~~~~~e.e,e,e,e,e,e,e o o o o o o o o o o o o o - - - - - - - - - - - - - - - -,-,-,-,-,-,-,-,-,-,-,-,-, ·, ·, ·, ·, ·, ·, ·, ·, ·, ·, ·, •~~~~1~~~~~~~~~-.e,e,e,e,e,e,e,e,e,o •

• :R.c"'~"'·~ ~,,.iw~,~µ.. • :1IBm~kh,~1;d ~-re~~

1111 T~~:l.LI.il!&t!~hlt!i! !J,t:,~O'"air! ,J,1:t,;J,~~.

II :'lit{jl!;\' t!tllf l!W;J[ic A:, 11<!7~-d~,d

II 'ltl~1~lrllll...l,:;.r, ./lit .i11!lc;;,; F(l,i,~~.

11 :1wJ;~1irm1lil"I'- al:;'1at~rn,:i::o.

II H.i~£.:!(11:tUf11:l!ITT!ri\1;;,.

II ~llSI.'-' ,s,:)il fJ·l ,·,~:rnl~UJL ---------------- -----------------------------------------------------------------------,------------

II Kcr~m'~ miti ;,-~i~~~· ~;~~[; ~ml ~i..,,_,,,~,,1 •1~~1.~tk111. j ,;i,~m ·,m~rnrJ """"""''''''""'"'"'"'"'"''''' ,.,.,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,•,·,··1 ,,,,,,.,.,.,.,

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STANTON 8\. ARCHITECTUR




NO.



DRAWING TITLE

STORMWATER MANAGEMENT PLAN WEST

STATUS

PCC SUBMITTAL


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