Approved Plan Setunity DevelopmerR Department
PlanniDIR- 019-01Cupertino Our Ladyof Santa Clara
APPROVEDDIR-201�0y0
03I26120
22825 San Juan Road
Cupertino, CA 95014
APPLICABLE CODES
PART 1.0,
2016 CALIFORNIA ADMINISTRATIVE CODE
PART 2.0,
2016 CALIFORNIA BUILDING CODE (CBC)
PART 2.5,
2016 1 FORMA RESIDENTIAL CODE (CRC)
PART 3.0,
2016 CALIFORNIA ELECTRIC CODE (CEC)
PART 4.0,
2016 CALIFORNIA MECHANICAL CODE (CMC)
PART 5.0,
2016 CALIFORNIA PLUMBING CODE
PART 6.0,
2016 CALIFORNIA ENERGY CODE
PART 9.0,
2016 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS)
PART 11.0,
2016 CALIFORNIA GREEN BUILDING CODE (CALGREEN)
THE APPLICABLE CODES ARE AS AMENDED BY THE
STATE OF CALIFORNIA AND THE CITY OF CUPERTINO.
PROJECT DATA
PROPERTY
APN NO.
<E> AREA
OCCUPANCY
342-22-109
R2
SHEET INDEX
ARCHITECTURAL
AD.1
SHEETS
COVER SHEET
AO.2
GENERAL NOTES
A0.3
ABBREVIATIONS
A0.4
GREEN BUILDING CHECKLIST
A0.5
GREEN BUILDING CHECKLIST
A1.0
EXISTING SITE PLAN
A1.1
EXISTING AND PROPOSED OVERALL SITE PLAN
A1.2
PROPOSED SITE PLAN
DESIGN PROFESSIONALS
ARCHITECT:
SALVATORE CARUSO DESIGN CORPORATION
980 EL CAMINO REAL, SUITE 200
SANTA CLARA, CA 95050
STRUCTURAL
PHONE: (408) 998-4087
RW1 TIEBACK RETAINING WALL DESIGN
FAX(408) 998-4088
RW2 PLAN & PROFILE REVIEW
DEFERRED SUBMITTAL
CIVIL
MODIFICATION OF THE UNDERGROUND FIRE SPRINKLER SERVICE AND FIRE
C1.0 COVER SHEET
HYDRANT
SUBMIT SHOP DRAWINGS FOR APPROVAL TO SANTA CLARA COUNTY FIRE
C2.D GRADING PLAN
DEPARTMENT
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C2.1 CROSS SECTIONS
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C4.0 CONSTRUCTION BEST MANAGEMENT PRACTICES
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CS.D TOPOGRAPHIC SURVEY
SCOPE OF WORK
VOLUNTARY RETROFIT OF EXISTING RETAINING WALL AT THE PARKING LOT.
VICINITY MAP
N
T
SALVATORE CARUSO
DESIGN CORPORATION
980 EL CAMINO REAL, p 200, SANTA CLARA, CA 95050
TEL.ND(4099%4087 a PAXNn.(408)9984088
COMTNII
m11137 :
Our Lady of
Santa Clara
22925SANJUANR0AD
CUPElTINO, CA95014
CENFRPL NDT6
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TITLE SHEET
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unity Development Department
Planning Division -Cupertino
,SCIVED
=D ON THE SITE SHILL BE PROPER11 STACKED IND THATTECTED ED PREEMENT DAMAGE ADD GETE1ORAEGNU UNTIL USE GULDRE ED PROTECT MATERPAUS MAY' BE CAUSE FOR
z AIDE CONSTRUCTION
ONS RU TION ADD MATERIA¢ SHALL BE AS SPECIFED ANDI AS REOUIRED BY THE AmPTED EDmory of THE BUILDING CODE. ALL LOCAL AND NATIONAL CODES, AHD AUNHORDTI WHICH ARE
4. AIDE REQUIRED ENET DOORE GUALL K OPERABLE FROM THE INSIDE WITHOUT 'HE USE OF A KEY OR SPECIAL MOWLEDGE OR EFFORT
1, TIE GENERAL CONTRACTOR 'HAI III ALL IAENI AND SITE ION— PRIOR TO C ... EN- A. WORI THE GENERAL CONTRACTOR CHALL UFFY THE ARCHITECT GE ANY DISCREPANCY
I ED
HE rc HA L EACH a. BY ,HE END OF WORN ,TUT a.,
B. RECURIxO A SHOP DRAWN OR SAMPLE IIsNALL BE GO. —UNTIL THE suewssaN HAS BEEN REVIEWED ANYac D ACTED UPON B. THE "rtED. ALL SUCH
WITH MY MATERAL OR ED
1. ="N E,1,1�IR ATISAR "THE DEC DIATONIC. INNANCE. OR 11 WGRI DOME EY OTHERS. AEFECTINO INIS WORK. WETIFY 'HE ARNIECT AT ONCE. IF CONTRACIDE PROCEEDS WIN WORI AFFECTED
O REPEAT p EXgj 'IF PENSIVE NATEUS AND CONSTRUCTON IM9LYED UNu55 HE SHALL HAVE ASNEC FOR AND GGENNED WRITTEN DECISION FROM MCHIIECI AS 70 WHICH METHOD OR MATERWS WILD BE
11. ALL HATCHEID., ELAINA AND NEILAUDING OF AUENALU ANN HINFACTIN CUT .1 DAMMED IN ENECLUCH OF WERI CHILE BE —1 WITH APPLEM11 AUPIALE I. THAT HINFACEIR NEILLATED WILL,
TOCUMENED r. G, COMMENCEMENT GE MY UNDER GROUND NO OR _NNWG W_ THE ARINTEDGE IMMEDIATELY OF MY DISCREFUNICIES OF THE _n GDUWENTI
WILL UP RQI"r
HE
Zal
ANONT
I. -AGREE LABRTY ARISING FROM THEND SCALE NEGLaENGE OFOLD DESIGN D¢IGN PROFE�IONAL ANI._EGE FROM DENRFIED IN 11.'1R of TIE GENERAL GDNDNDrs. THE PERFORMANCE OF WORK ON THIS PRaE«.
„G=SDIEGGEEMENTUSTER,ERRG ARNR/G °/°R
,B. ALLOMI3S�NS NOT REPORTED MMREPORTEDE.7EWLa.�Iry DRBAGo„mEHBQNNOp INOLMDNE OF D WITR EWN,,. THN. EMAAFGH FExsx LABILm FOR THE TDUL PRGUEGT SINu NOT EXCEED ONE THOUSAND DOLLARS.
IN
MC
NS MD
DIREmaN DR OARITRD TO,BE A M 3 F°111/ o TT�' �E�C1. IN`IMUu 1111 B sNo°m FINI3N ON AS INTENSE INDICTED IN °RA 11 Ixs,ALL As NETTED T° THEE, APPL ARLE
CAL
IN. 911OWSORHERtlS - BWPLEB FOIS Al. it1191 N11FIW43 _WB BITE NOF LJBBD 1011IQS LBIFD BFIBN. Q6FRRF0 sUBIwRALR BEE HOLE BFIDII.
us AN DERE¢TOR AMC Ex,ERIOR DDORs , usABz / cor sxEETs (, coal¢). 1 Pniu1' F A'FE, FIDEPi, N AININGE �vFlneU. ixi[AiBE REIEAEI BOR ^ AxRI>H,iI[cixn o OWNERPRIOR
MIC
wuEFRIME-s STTCAEIFAN ACDEGGIRS 3. IF CONTRACTOR ORDERS MATERIAL PRIOR 10 A LOCH M"RES CONTRACTOR AS -ES O0x OF ALL RELATED RESPUAH i. n of LABRLRMYE OFITrHE
zE A DEETA ('11 RNMEOL Ll— AT THE TOP RICHE HAND GETTER 11 ANY ORANxc III THAT DRAWING Hu BEEN slcxlFlcwrLY RFE111 AND sH1111 RE TREATED ns AN ExnRELY NEW
AMMI
zl. CR—.11. PRmEGT ALL INTERIOR PEALED U. RrowRED) FROM ANY wFAGUI THEFT, DR NANDALSM.
z BE ASPROVE2 TO By ARCHITsm. PRIOR To INSULATON, NEW MATERIALS MATCHING EXISTING MATERIALS 70 BE 'LIKE MTTERAi L"NOTU.N. uA° cxlEilo IN STYLES. L NEW FINISH¢ AM. FlXIUREs ARE n
23. RELOCATE OR INSTALL NEW PLUMBING, as, AHD ELECTRICAL LINES (AS REQUIRED) FOR THE NEW CONSTRUCTIN SEE MECIOHmAL DRAWINGS.
CON
ENCING
FOR THE PROJEC7.
21. A" DEFTOR lO HELD vsRlIH Au ExIAUL BE F"T coxopaxs AND NMENsaxs PRIOR rou+O2/MDR ExclH ERCrore Rn Ew oR�cooreDORDERING
iNAnoANY
FaLowl o THE coMPLErory of PRaECT N(cnnECT/ExtwEER
AM. CYCEDUCHIGN,TO THE CULT SUALL UP umE(FaR 1. FIIEW AND AR Rovu), w
COMPLETED AMC awls AMC OALCULATaNs FOR THE LITERNED 11.G ARE Tour° ro BE A.LOGETAeLe (E DELACE
WITH REGARD To GEOM_ Lan coxomoU nc) wIm No
—1 1,RECUDATION, G_ ANY ENDEDED CONDITIONS SUCH AS DETERIORATION OR KID Co., IT C &D EG7HE GG=CT
NET
"Ply
NG
D.
EB RBEAAHES W.1 NTRo S /`,HERMOSTIS / ARE BE INnALLED`A `,�` OF 48- AEGAEE`THE Loa. AND ANY REGEPIAGLE OUTLETS ARE TO BE INSTALLED AT LENT1,D ABDRE THE FLOOR.
IF
EDI L aNO Fs�EG =P E= ATE° E°C IN ° G ""Ru LNG E.
Top
LET
RUN
E. UNDsVENTS PIPES, DUCTS. CNMNAExLHFIREPLACES AND SM R OPE..GS: AFFORD n POxssxOE rote FIRE ATT CEwrvGRAND FIGOI LEVELE. THE
KID copeusTIGEE -1.
MATERIALS
ALL —ROR MY .. HER F=AWD EDGE DETAILS FOR ALL RUSH MATERIALS MIST DOE THE APPROPRIATE MANUFACTURERS RECOMMENDED INSIDE AND OUTSIDE CORNER AND EDGE NAMERIALS
AT ALL INSIDE AND 01TEDE C
AND FINISHES.
31. LL FIRE RATED INTERIOR STAIRS AND LEVA,OR ENCLOSURES AND LOBBIES FlNISH THE RATED WALLS PRIOR ED THE INSTALLATION OF ,HE LEVA,OR AND STAIRS
33, CONTRACTOR R SUB CONTRACTORS REIN SURE THAT ALL MATERIALS INSTALLATION 4 CRAFTSMANSHIP FOR THIS PROJECT MEETS ALL APPLICABLE CONES
J ICE (CBMRS) INTO CONSTRUCTION PLANS n INCORPORATE POST CONSTRUCTION WARREN -OFT MEASURES INTO PROJE, CPUNS IN ACCORDANCE WITH THE CIIYS
JB LLB EXRRIta PLASTER ENNHHRSHALLL BE 7/8' SN00m CEMENT PLASTER FlNISH U"IESS OTHERWISE NOTED.
J B. MC PNEL "ED EXCEED ION 1, FT. FOR U11ONTAL CVRAED. I INODUR SECTIONS DX°NO LENGTH-TO-WID,H RATIO SCALHOULD EMCEED 2 1/2 10 1 IN ANY GIVEN PANEL
REST
PAINT ALL
REAR I FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMAKIN GGEN AND THE DEGUND CONCEPT DPRESGEN IN THE )ONTAND DOCUMENTS ABYEW OF SUCH SUEMTTTAMU� IS NOT
U.— IS G.NE1 RESTANCILLI IN SFETAFGATONS ADD IN 'HE FE D, THE HAKES REVIEW BxuL"NOT caNSTTUTEE APPROcu OF SUPFEETY Ill TO°er<wno"s", oR ILA LESS o�iRWISE s`Pcc ECALLY GA E III `B`Y THE ARGETTEECT, HE OF "Nn °CONSTRUCTION
MEANS METHODS EECHUGLEG
REAR DOES NOT FELEKE ENI II %01�RTKUEGURI ��EIGRYI.IGI I R EW OF A SPECIFIC TOM SUALL NOT INCOME APPRONIAL OF M ASG OF WHICH 1.1 FEEN S A COMIDDBUT
,I BIDDING
41 A. N TROTH THE THE DENTS 1CT Is AWARE .F THE IssUE ANNI NAs A CHANCE CROER REDDEST BY THE
B. xa wTERwL(s)ssx+u Be auRCINSEo IN roRNr000x¢UNLESS "wn"nx Aa wcoO"Isxo, cwrlcE Ox°LR Iws BLLx PROccssco.
az. ImEFOR AND EATERnR PAINT To BE WBMUM OA CUE (p COAT of CHIMER All MINIMUM of rxo (z) wArs of .1..
44, EU8_" G`AGR1 MAKERS IF MATERALLI UP MAY HAVI IEII SHICIP OU TO IN THE -IrD,"I QNAANTT� WE.— MUD, FINISH, AM .1 . III RED ITHIN WATE ME
OR
ADD
B. SUP,USAHE sUBIEAEQUESTE2 IN WITWRITTEN FOR. AHD G-L BENACcoxPAN [D EW HTI scNED nATEMErvT W PROPoscI s"ET TRON Is EQUAL. oR BEFTER TIInN SPECIFIED.
AUDIT
DR,
G, CONNAND701 SHALL ACCOMIANY AEO1E:`FOR =:—EI:R 1:�4A' COMPLETED DII IUBITTLETION FORM INCLUDE THE COWPARION FOR FGLLOWE'�
1', RAING
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N-E
R'S FINE AT
THEIR PROFESSIONAL DATE GO
All"OUD
TIME
CONFIRMED THAT THE PROPOSED SUBSTEXT THEE HAVE NO ADVERSE AFFECT ON OTHER TRADES. THE CONSTRUCTION SCHEDULE OR SPECIFIED WARRANrvRIGUR
SALVATORE CARUSO
DESIGN CORPORATION
980 EL CAMINO REAL, # 200, SANTA CLARA, CA 95050
EEL. NE.(409) 9984087 • PAX ED.(408) 9984088
CON UULTNIT
mDEGI :
Our Lady of
Santa Clara
22925 SAN JUAN ROAD
CUPERTINO, CA95014
GENERAL MOTE
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SLEET III
GENERAL NOTE
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SALVATORE CARUSO
DESIGN CORPORATION
980 EL CAMINO REAL, # 200, SANTA CLARA, CA 95050
TEL. NI. (409) 9984087 - FAIL N.. (408) 9984088
CONI
PROJOCT :
Our Lady of
Santa Clara
22925SANJUANROAD
CUPERTINO, CA 95014
C IMLIT
I WA — C NT
A
Stu III
ABBREVIATIONS
Imislous ITT.
E—
SHEET Na: A0.3
SHEETS IN SET
unity Development Department
Planning Division - Cupertino
APPROVED
DIR--201R-010
CALGREEN NON-RESIDENTIALCHECKLIST-
°xpMANDATORIITEMS
❑
dy: Director / SteH
OL26120
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PURPOSE:
Tl-- lsbnsd� 2016 CeIG itm p-mg. a; wmPanantln5wm 1Pmled�rI'll
�q aM
o ft a �team rmped th rO�regnry a winsdcem maperues; edab-the mcamd
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Prgea Name: Our lady of San. Clara
Prdedndare»: 22825 San Juan Road, Cupertino
Prgen Oeacapb'on: olunbry- d ma-nirg wall al ma parking lm.
I-Vna Omeror Ne Omeh scent shed a OW a awmea pMwsiwal ex,. -ugh Ina 20,6 Celitwnm Green
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sea pmfeadceoren3Wlaceretioin l�ndta Pe Call ipdal cdol^mngal
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p IrepWlon MIn�euimim Oewmnmt.Ina liwnxa prpewbwl shedcompleteeommn3ana ,,,
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Column 2
Column 3
MANDATORY FEATURE OR MEASURE
Project
Verifitalion
Re uimmenta
CHAPTER5- NONRESIDENTIAL MANDATORY MEASURES
Reaulremenls
e oe mess uremen xieona 11 .h I❑X
❑
DiviGi..5.1 PLANNING AND DESIGN
Planning antl DeMBn-S.Oewbpment
d �a6.1 Sb m wmerpol" an pmv,nnm. Fla< < -p),M1a w,
rA� nlc'�nPodia�'IaN�erealludmalna�:gatmI.a ran
❑
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h�p�mwldaa,ar andal Ib�
N��la�arm IN,anmmt wanMarIN
n nmryreaawt.. LavamrybaPomanall
❑
❑
60 ps1 mum nay rere INnd man 0.5 gallms Por minmesM
ee oai. wtu'�aem
m2.29a1.n taM
El
❑
pearm Nesn E6pd nus dHeuXtltoe
mm�m,m new mN d 1.3 Badom oar minpres m w wi.
ra*«ti a a pE °'nnan 169a a a oa mnwa:izo I�m•ampm
❑
❑
men020 gellom Srtt. Mi-—tauans mall rot Uelmwm
❑
❑
5.30].3A.3 MetMn� dutnsbrwem fwnWne. Mmmimwta,weM
om9amrrma"pm avdal20 ldm spaw'Ft Imchetlsl m60 psi emm
❑
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m a90m when me aiwcxris wti In'otanNayy
na,aaalmm.Il aumm-Ity s1W do
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v1NiN. a
em'ppay
aom
NIA,
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ton
ding.
5.003.E smMeMabrplumbinp nduna ana nMnga. mumdpwfidures and
araa"scene�n"maiei t"gineap�plemad elemartlwas revere cealu"png code
❑
❑
(CPC),
Outdoor Water Vse
1Mtdlomrg Gwll apdy..I gtloa ga tar rwwwnmud,on pnq
WA
El
me updaud moONw
❑
❑
are,nrence aaoPmb br th, 11-e dwel Reswrces (DWR)
❑ 2.Tce Oadlmpe DepmMmdd Water Rewurw xnoaeEX
rer
i t cpmmeanp wrM1 Sect ion 49G a90 d cl LM1ap-
nPo ( -it,aIN Ra9Wabon.
tlPoge relNtlam�men
g rtnan ZsoOa n�Ranedlesrea lenascapa mobdsa cWvnln
El
❑
p act vm�M1 an aggregme airJewPoanessIN 2,699nan64. a6r-m pY
mine pyre
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cwnplawagNb""iwesura'wwnmined In MNELO's Ara+enalx D.
OeA SnIe peminvmB. Camdyvnm secumw s.t06.e.t ana s.to6.a.z:m
❑
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sn rt-Twm blpya�paddrre. If1h. p 1maa proian I.
n.mnamnaretl birya.
ga-nin2W feeddlM visibm�enbenw, m-ntldebpmxMsy,
a5percwtotvismrmdaraetl vatitle PoMl,gs-1 being sadetl. wtm
❑
❑
a minmum done mudke capaury reIX.
p-Term bicycle pa-B.Fw 9ualmeE dO�more of
W U4.
❑
❑
Mvgtl""eddgesp*s, erovitla secure pexamray
w.lenaNanw«'a lamn'.nml 1u w.moe Page ratlpooitia�wd
vehicl�fm sl'miowninTada5.t06.5.2, tll
❑
❑
sana� s.EOBMgs kle (EW 0mBb9.. W 1. anon wmply w:tn
arty« s«nw s.to6.sa.zmraanmtemk,e bamuedpn a
ewppy wuilanem(EvsE}
5106.5.3.1 Mmle maminp same nwurmmPMz. wcen only a single
❑
❑
nd anell be mdelletl inn avayNenreuMtth
uldpe chamine seam neuimrmms. when mudpie
'all Eelslnalalledl
acwrtlamewmine LadYomw FJecomal Coee.
❑
❑
❑
❑
f or th«luceiulre i-shoo d-E pa <mg 9apwe requrem-poi,,
Powl(s d. lit
❑
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eaecelyme reeemaa we�"men prdecdva *Q
EV fatumore 'cnamiw as'EV CAPABLE'.
zdeeelmapax6ao
❑
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anagbse ya nm6•Yiry as ages-eeticwnbX6ed,,.-
5.106.5.2 Dedgratetl Pomi,g to Goan si r vmitles.
. t 0Aa LIBm pal turbo ,eauNon. DWdow a9nurg wmems snarl ce
awgnea antl i mtdletl b campy wren as rdaaam:
WA
1.
t-aasasnrea'�en-o-Om1Lacenromiaa�y,g mulrarcweoaengand
2. BmNight. Uplght and Glere(BUG)ledn95 as 0e0ned In IES 1M--1: end
3. Nlonade BUG 1Mee In Tade 5.-8.
❑
❑
rmng nn ea ,,g, sMwn ar
µay wren a Ioaal pmirowe lawlally emaled m meant m Saaw , g,.T,
v , dnngwt.
Da pentad a,d devalaa=m
pzudew waver aeayft, b. wit Conmunon pans ma bn
nm',g w a areinapa syammawge all wxam wale1.
®
❑
a wplawl esa dery roe were
emEcumm -1 deter use) gw
onh 15}rea rainwater
❑
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WeatlMr ReelMan sane MolamrenMavg-
1-1
a�calme aerarvfeQde sn,otl omM�m°"g codtioo-n°NIA❑
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un wnwl.Empoy Ivure wmmlmmwres bvmenon
rA
mingae0edgnweawiwiw envie�e amnw openings
m wam88mruaion inrobuiltllrga
❑
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prwam
_ ,orN,' tloaP,�"ngmrao�aesdonmamn oarem gg
w,wdrm cam
El
:it"mm pus e't leayson�e INeneid mam:Poma
, enetl by znrod memang m lease n in tlepm.
3. Tne door is p et lest a n.
a.O2.2 Flaetmda wniM pmv1a ",N. Prolecd dr g
pl-
Const action Waste Reduction, Disposal antl Recycling
Rw lea
ntltlemd,oan wamemanB.I.A.2, enoa,lwlikM1ev«ie
❑
❑
morem ngeM.
actionbemorwmem % am y P .Sub p pa nis
El
❑
B.1.2 Wasm manmemam camps dvened rrcmlcelari6rll
pony Mst can provitlevedrada dw nI
®
❑
m«p es�wwiln -G... E.- s.4m0aane
tdwsaexwea
dspcsal'�M1at em pwMspm squgnared
tpaoie�la acres maim daanadbmwtnw ss lmmam mwmpm
snot,
®
❑
th,tl 1 erequrememslisted i«seNw 5.a0S..1
El
NraryrB-1.3.ma
P�5p12
Divi�i.. 5.2 ENERGY EFFICIENCY
Perform ce Requlr
gy m,ssion mil wndnue to dWt® ❑
Diwi�i- 5.3 WATER EFFICIENCY AND CONSERVATION
'.>�wNmane�ietla'an°li'reatlrtlyan�asiod�,nc.'rso,aao y r..L
pgevctt'tlPotlbwMgnwmmea.1 ha,IWgaluaa�Y. a WINT Na
❑
❑
W, dnip
2. wnere wPoreb wb.-ere t,d- e,fw ware wpplea bma
owing sy9e�s.
waling moan wMre non mrougM1'm greener
c. Steam end�lrol'waler Wi enw,N energylrgW> SOO,tl0.tltl e1WM1.
S.M3.1.2 Exaaas wnwmptlon.Aaewrab wdnderdmu ce pmvidea
❑
❑
(w303.3 1t7anauea'Is)anlaumbn9911ewetsand 11-9..eaas)sM1zllf�xcompry
WA
me1N'c2e galwsperrluen�Tak-type wa ertlweu eM1al be
pamanm mleaa due u S EPnwelersenae
❑
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, mnWNPomllna.
. eIN
moumetl unnela Snell nor exwM 0.135egellonsperllum�'a"
❑
❑
❑
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u ru nal ma''LT.-.05 gallons Porrl M1.
❑
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� e h.n M1 d,ft a��a
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nor,.;.:'Iwmallnd;,w��o��l�","e<��`„��d� IM
a .wpaam�g�°malb mya den ma M In
md'n"6ectl uaiw.vro awlww a amp
erwrywnunirgmermoda
IN prewy
ana aredi.�mma men mnadll> ' A lislp mpNdlea "uniremd wa�memamnal
❑
❑
S.a03.3 Exwvad son manna cla- tlebas. 100org pa IN'Nlmmlana
alree6cyaege«atl ana wnere
❑r
❑
Bnllding Melnbnance antl OPe n
SA10.1reRacycling by oc 11.-dv readily auewrdea
1-iti sicregaadaNl«d
p
❑
anw�mampw�d0mem,'I;id1=1III
' 'Mings tO.OW wume lest and aver.
tlingaIN�WdO 9wollecl. Nluowu�PonGas prog)ecb dnerlman
NIA
a
wuL«wPondea mad wmoyyot;zo3 ra�tl"xu""a teCtlnet
W OSHPDnoanrglor lompmGasanaLawwwleammare
❑
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adwNO IN cadlmm', EnwgycaaeSMlon too.0 sw ell
cm.' w`INon'n'a rear°w",a,Baso.z�mi a eait'm10.2is6laa'e's pae�n5.a1Dz.
6.4t0.2.t Ox
ba p,. ft-aw OPx1OYaYlind demlems"mlisled��
secdw S.410..
❑
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ft
d Ina Imldrnesyama'mwi� PR mdl bapwmpwea arms eewgrt
t and uptlaretl PonotliwllYmwaerme syemme
❑
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umea in bn�5.ai022m
mmizzran nB Plan. A cammimiwiw pen aeuxei rg hw tlw
un1gmatleag-23,
ngd'uae
❑
❑
me ben a n'9 pmlen ace Cau nema Yed In s«nw sa10.2.a.
Fuselna syvdem-brysstemnmamedineaxo ante"wl Gro
❑
❑
oPoretrons Valnnga rre wu,red B ASyammsmanual antl sydems
❑
❑
renSeGim�ot02adi tie owremrard anall
rim
❑
❑
mwnatre men. -,. dine
-1 lId- namadWma«s-5,410 zs am ryPo marormmm
❑
❑
sat0.2.6 tom 1-in on. Awmp eB�remnedaud�"
epardn9 nrewmmwtlaeonsPosewhmeunion pnsaeaIN buiMing
❑
❑
organ man rre comgwed am provdea lone ownerar reams
�ad,�No.am�m,,,a�.mada,m,2ax2 � ..�dolt3
SALVATORE CARUSO
DESIGN CORPORATION
980EL CAMINOREAL, p200, SANTA CLARA, CA95050
TEL. NU.(409) 9984087 a FA1No.(40M9984088
CONS0.INII:
PROJECT :
Our Lady of
Santa Clara
22925 SAN JUAN ROAD
CUPERTINO, CA95014
CEMRPL NDI6
STEW NK
ALGREEN CHECKLIST
REY610N5 Bf
DRAWN:
gl¢IOR
I1pF n/ts/fe
w, r•
JDB Na: 1JA1.01
SHEET Na.: A0.4
SHEETS IN SET
m mluwne. ies0ngam mlpsfire asynemsanallm
rear
WA
.1o,lwo,aaan pr mw a3nema Ip same..
m.. n annae°"�n sir,getc"tmseai+n 3g3.1.
ssamna. oevaova m;ge. wan alaorea+rea rortglingam
1laahrM�elema. snmmaroba irammrnmahrM e.a mipni.g:nall
❑
❑
s.aiO3z. °w1L8ae to Me prgea Meaynema harm ii, section
enfrq am .hiding womtlurea in
❑
❑
on sate rydem. re pants am apgicaee -atonal slarWaras
annrg. B—amwspacamnainomrg Ni,
snfa ebmm'^w span isoparerm rw Halal ase. modem
❑
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resaefi M
narionel namemsliwmain�Seaien SA10.3.J.1. "
6.410a.f.,00ig. ofliti�.aainaer�a,�Wlangng.
❑
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p qpm mMe. m,s. brma mmmnal p wam
asmapenrlon ana maimen . mmlul. P—o M
raring antl maimemr,ro indrvc0onsa °1 spa
cp
❑
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uannl,edwarnnbesloreac sham mar to final ingeclronntl
b it Nlion
ana rep i..direa brine en°awoar,g ag yn
❑
❑
Flrep4pa
❑
❑
iii e cauronaa Tine za, Pan 6, Sexhaw.;7,-d-IN.
hoh
NSPS)emiszonYllmrsas
❑
❑
meet lnaol
nenl lahel-ine
P011wtaM COMroI
AWsNem
WA
e
Ema
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mumcsyalem,ivamauaynrg M
ryRegae I 1
Regan a "n"vien"�"mmm ate y pnor ro occ
f°'8C'iou9 M"1°Cellation wlaufing
13
o I- —N 1ara,efi,
may.1.dlhM„�y �° na.mawtatl°N
,»flingassembliea perenrp
ana reremapana+na pobnc gereaehdlnsean sic ❑
❑
out,Nr oualhy
refiigerefiwla,it fire wpprevo" w 9pmam aeallmmil hid -ill. lo, sa0th°seamns
wn
egapmem Mal aces not mreille6n CCFCq.lndall—ana—garenon
❑
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lend lndall fire IhN000aion aluiP land it. nd nma
❑
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glaa'lo." dam , "' ";y" tM;m y a� —N. Mre
tom saes 8.ODll roaamore
N,A
square caMOonm area.ana
dfi.mmaiapNrm=.or�lk-inade�ae,.+
mO
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res apgrmre"—tiy+Iema oh,tig-ohil .too
porernid IeignGWPI remgerents III, a GWPa 150 wglow, New
. ms i—hh, both mwfadwi-am IN repNoNo d
g.nol.pllo—threcmnamla
_
5;;(ooil;a.lr"a 9nrece.naaai m°a°g" : et, ae°o saes"
❑
❑
IN" nor be uaetl,n—glom systems exwpr as ndm
Dad.NA
rink..pipe. -rasa. a.nnea,+na are perm.. arm
❑
❑
£WB.2.13 1. qpa. Copper ghi- oN,. lessman'A inch
El
❑
5.08.2rytaamMch°nga o.evauMi.cn OD WNWnwllsDB�
I, IranM I+xapvfan+n leew beloSem,l
El
❑
£SOB.2'1.9 Flentl tuMng wnnacOo.a Olroauplanaream iBeam ul
ol—
❑
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umAE belt,®a +s �Ilrba°m"s inm where
El
❑
xl.aNii'+I eos.am as lmlove. all m,ngy Sale ma —,N,❑
❑
a pm n I.lnanm Z. �Ilae ba ii,AaaIii.oa"g`o t"'
❑
❑
El
❑
ire�—a�l iola Fa�Ia�eaisNi anM
£SOM Flnlah mxfaNn poll"-..—,. Rase mate Ift-1—vyvne
Sacaam 550a.4.1.rough i5h— 6.
£90aA.1 Mood., -steno, caulks. AanaNveaana mamms uses on
NIA
nav,-,—Imeat IN regnrameas0 lea tpnma-g na.aama
nal�ng mm aiahe°a�ve 0.a°I airaptloli.
awlax pnme1liry
menegemehitdo, Mea=appl .0,
SCAoINoa Ilea we 11—as m Tawas sslw.al
❑
❑
t, arow. ana
55na.a.2.
Aercml mnsl.as tin u.iksmproaua�ie"s a�gi.g am aslen
m°re m 16 w'ma
vneiigh elan one pwntl xa it. nm mn&d more inan
❑
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tellea""r,al iCOodtt,ar"gp,ieirodea:°vna�eamce,rem,.am,��omr p°nms. pl
dim maRgd a.Tnro11.ammaNl; "Seafipnga5g].
mar ,n+:a�as a:.3a m'w:1,fi "m1 .Plf�:wy.
❑
❑
stings. Aerosd paints ana ongnge
°�Weg"Mm MIR LimilaropRain
s2s(e)la)ana hertra.1 e..
❑
❑
Nouafng NN,,N...........af
Se� omn p im a.Nsmnces (CCR, TNe 17,
clro"n 9a520 at�lasa
".lFti
�Iam.IMa .—.g orytei„
❑
❑
aa1 irwmnm in Ina bvilarq iwae—ii,
Carpet,'%pld
t enwdaleavi-Hearne sbMe
❑
❑
I,dm in Salon 5.SOa4.a.
Green Label pre4am. uranentsalee Camelam g tore
❑
❑
C+aryn mbeefw. NI nmd aaha'me dtall meet IN,
able 5.500A.1.
❑
❑
lod
°"IRire"SamoN
-pWaeh
—hy I.--iol.
aaa IN hglairg—I lam lire N—Ni fa
❑
❑
ram Ia Nhoi, s mecelm in Table 5.5o -.
❑
❑
nm 5yma en mama
r Nad onearM oxirg danadtla fares,- 3ecfion eon
ng syatemc Fa W patent d—, area
a MefdlovAng""Modii slieretl in�rgeceon s.s0a.a en"I meataleano
❑
❑
F-N, In menannlly venularm buildnga, pmviae oNIIsay
Wit. ela-hor oaa roaomn"uWq m. prwiEa tthot MERVM"d e. "d
❑
❑
heel ro0y an mmfor osay.Schrmwacres veNeeaime wau
❑
❑
mumsor more.v&ve npeahell�wau a steel antl na Olediu
❑
❑
.ale e2. oIJ pawn tleaigraa for it IN cap —Ito.
❑
❑
arerepoamiaCNI: WugnetlroM1aversael1OsaT1w., the hem
❑
❑
g"Mmmalr"'ningvinegar°antl aalR11 i eM1al M1ave evaporsar m111,
❑
❑
an ar robe- al�,laaemtama.m,aa,na�YaMna
❑
❑
Rafiganrm rewivere. Rdfigerew receN Ni oes
greeter than200t1.IN all befinea wrM1a tlevin that intlinles rM1e
leas d raagaam m me na:No,.
❑
❑
m.11arw aria.y .1N.ahnaa'y naallwo. arer.armapeg
❑
❑
�e iN,1 en pit ana ito- aire� go. IIIN Yl ,
❑
❑
rdedfa presure u&ng to namegeugeleaka reps, y ka. antl
❑
❑
ne r�srelam alalPdd,a�
dlange from 300 peg. maawrm wth the acme gauge°ntl
❑
❑
mn.garw aw tondgg memo sa wecuerm alter swore
El
a aYalamv.eppmaeamrodlaawIIN)
sa.a (.I- eo mmmw). a-e has fa 3o .lures.
❑
❑
swam&zra�aanola tommn° teem vawnmmam,n�m
❑
❑
za nmrenmamdnm+mafina Igo m�so
❑
❑
Ith it'uEi..lta ea" INiagl emn`a,CD, w"rtaaa�"r al�raid�akCDaa".IIIa�o.°r.ua ainaa�a,
. .enraraa
aces. repulao Pa pos'usaany tiry munry�la.�ry am county,
Li
❑
unity College, a IN cmlame sloe O erary or
WhanOy INN,—hW Raao,C hhh I
5.05.1 :a caimm�e+,ar',g cosha°,xCCR, TNI 2n, Pa" s. N.—s1203
❑
❑
Alt oue0ly..d Exbau+t �
miry veld
N
a°a d 24, a.1Tmei1'
o
❑
❑
i=more°h.11.1
sga.2 Odboad—ft (cozl monuormg. Por iluilangs a IpW ram
1(c)1en m
❑
❑
rHal Cpmf"q
ae mamaaraance_teAsiMEgoanaA3iM141
NI
❑
❑
ailemasasmd esexpcam ro the"mile
saembi-
-,f lih,g a
IT, gq❑
❑
of 301mn Ne rouhom'aexaMa m"Hems em 2. Al No. h, Nift.
emempe era e e
9 ,,—i anassl wN Noes aO Leg lXrr"a"urllrg
ur"aopaanan stall law anima wall ana rwlrMling
oaiea
❑
❑
aneels. m N, -Dias aopme —Wi,g a aanavwre src
raring of Ilea- 45 (a OI TC 35), I th etyma whin. of a minimum
Salk a0(a OITC W). am apples to matron.1 at—iioh.edmor
saefinm-n
Seaons Am.50e"" wa
wdy eauiva enadeeblevRaq (LegpHI) d 580UO it.iioa°u"pee teas doi.,,
wr aopened-. uaoavwiea I°mama. en alwa °rsnarl
❑
❑
d N� I Yr NI -ito ,. a" a° a e Dot.'°NI
❑
❑
abn9 comgyim,Rmefiorsuum leveHanall be° mb3°
—hroot I, .aarare�° ra
❑
❑
SALVATORE CARUSO
DESIGN CORPORATION
980EL CAMINO REAL, # 200, SANTA CLARA, CA95050
TEL. N6.(409) 9984087 a FA1N6.(40M9984088
CORSUL7Mf
PR(1i :
Our Lady of
Santa Clara
22925SANJUANR0
CUPERTINO, CA95014
OENF7H NDRS
Stu NK
ALGREEN CHECKLIST
RRNSIONS Bf
oRAwN:
gl¢IOR
I1pE n/ts/te
a., r•
aaa xp.: 9aul.ot
RHIMNi A0.5
SHEETS IN SU
unity D -I.p— Department
Planning Division - Cupertino
APPROVED
EXISTING SITEPLAN
-'pr-P-0'
NOTE:
SEE SHEET A1.2 FOR RELOCATION THE FIRE HYDRANT.
SEE CIVIL DRAWINGS FOR EXACT LOCATIONS OF RETAINING WALLS
AND DEMOLITION BEING DONE.
NO CHANGES BEING MADE TO THE EXISTING BUILDING
ScDc
ARCHITECTURE
OR DERGH
SALVATORE CARUSO
980
DESIGN CORPORATION
TEL N..(409) 9984087 • PAX%(408)9984088
C0mwm f :
PFAW :
Our Lady of
Santa Clara
22825 SAN IUANROAD
CUPERTINO, CA 95014
6f1ER1L ND1E5
9w WE
EXISTING
SITE PLAN
REYl310N5 By
DwMwN:
ONEGYQR
DAME 11/13/1B
gDyE NIS
JOB Nu: 1-01
SHEET No.:
A1.0
SHEETS IN SET
o muniry OevelopmeM Department - _
mPlann ng DVSwn-Cupert no ( ��I L'0 - \ \
c APPROVED
Cauk DIR 2019-010 � (/ � / O6^wm^u
vqx w. w'tiMY /�
Appro IWtI, Director/Staff KJp/////�— / \\
Appro I Date 03I2fif20 ,....�� � <
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DESCRIPTION PROPOSED EMSTING
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BE REMOVEDMPTO R
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DIRECTOR OF PUBLIC WORKS EXP. 12/31/2020
ABBREVIATIONS
CONCRETE
jav lu NCn.E SOt1O
PIPEBEDDINGDETAIL 1
mc.
up UD FORIurvrnoN Box1
FINISH GRADE 1 /SE ABOVE RIM
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TOUSIEND
8-1;MHV HOLES EQUALLY SPACED
TO BE DRILLED AT TOP OF S—RADE
SECTION
EARTHWORK QUANTITIES
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FINISH GRADE RON
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—ITHSE Ia REOURED FOR AU GRADING PROJECTS.R
CLASS A MG BASE
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01/04/201FG•W/
SCALE: AS
FINISH GBADE•FACE OF WALL 5.5E SANITARY SEWDEADER EASEMENTIX
R. FLOWUNE SO STORM DRAIN
BLUEPRINT' SHALL BE IMPLEMENTED THROUGHOTME YFM TO MEANIS
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N 1,031
MC FENCE
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TTO SMUUNEBTDTOM SECT ON OSLSOH FPE
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OV" GAS VALVE TlV TOP OF ALL
BASIN JOINTSAT FlPESECIIONS,
gnow what's bBIOW.
HI NGHPNNT VG.S. LEYGMICR
EIGHT w1 NTH
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NOTES FOR UNDERGROUND
R=I/2" r LEGEND FIRE PROTECTION SYSTEM
O SUB ON GRACE DRAINS SHALL BE 12'X12' NUS 1210. 1. THE UNDERGROUND FIRE PROTECTION SYSTEM SHOO ON THIS DRAWING IS SCHEMATIC AND IS NOT
NTENDED TO BE AN INST 10H DRAWING. THIS DRAWING SHALL NOT BE USED AS A BASE SHED
FDR SHOP DRAWINGS WITHOUT WRITTEN APPROVAL OF THE PREPARES.
AC AYNE ❑2 ATRIUM ORATES S— BE 12"X12" NOS 12B0. 2 THE UNDERGROUND FIRE PROTECTION SYSTEM INSTANER SHALL PREPARE SHOP DRAWINGS SHOWING
❑ALL INFORMATION REQUIRED BY NFPA 13. 24 AND THE LOCAL FIRE MARSHAL
CONNECT EXIST. RVIL TO NEW STORM DRAIN. S. SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHAL, THE RATING AGENCY AND THE
PCC CURB d BASE ROCK ARCHITECT.
GUTTER `CIA55 A) ❑A CONSTRUCT PIPE PENETRATION THROUGH CONC. WALL/FODTING PER STRUCTURAL DETAIL IN, 55.1, q, THE UNDERGROUND FIRE PROTECTION SYSTEM INSTAIIER SHALL OBTAIN ALL APPROVALS PRIOR TO
+T STARTING NN RX.
L GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF COMPLLINCE OF HE SHOP DRAWINGS
TO THE PUNS AND SPECIFICATIONS PRIOR TO SUBMITTAL.
0. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND ECUIPMEIII
LOCATIONS.
*GUTTER WHERE LINOSCATING ROPES TOWARD CURBS d GRIND AND CONSTRUCT 2- AC OK— (232 S.F.) ]. PROVISIONS SHALL BE MADE IN THE SHOP DRAWINGS FOR MONRORING ALL VALVES AS REQUIRED BY
ME MARSHAL
�'.. CONCRETE (STRUCTURE). SEE STRUCTURAL OWGS OR WSL OBTAIN PERMN FROM THE LOCAL FIRE DEPARTMENT PRIOR TO INSLALtATION.
KEYED CONCRETE CURB ��� CR g. GONTRAQT
CONCRETE (S.O.G.). SEE STRUCTURAL DIGS
21E" AC OVER B" CL II AS (570 SF.)
SALVATORE CARUSO
DESIGN CORPORATION
RRDELCAMUNURea.,wzao,sANrACLARA,cdRsosD
CONSULTANT
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KIER & WRIGHT
CIVIL ENGINEERS & SURVEYORS, INC.
PROJECT
Our Lady of
Santa Clara
22825 SAN JUAN ROAD
CUPERTINO, CA 95014
GENERAL NOTES
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APPROVED
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v: 1-10'
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SCALER. I—W
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SECTION E PCC GUTTER BEHIND WALL l
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CONSULTANT
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KIER & WRIGHT
PROJECT :
OUR LADY OF
SANTA CLARA
22825 SAN JUANROAD
CUPERT'INO, CALIFORNIA 95014
SECTIONS
R�IPUNNING COpMENIS
M/D1/16
01/1J/1I
EIAFTED
05/25/15
SHEET No.:
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SE PLANS AND DESCRIBED
DN TO NDITIOrvS MIAVDa[AMAD TED oONLVEwITH TIE PRIOR APPROVAL
Appro I Bo9j:@RH1hbXV P%WTIDN of TII ENGINEER.
Sipro 4DaTERE 24/24,,.�,_....,_... EP OWDfD ATArvv PolNr of EGRESS FROMTHESHE.
si�Iat TIaMCTG—u T aF GOMPOsf00f COARSE DRAIN a0Ct0•-S•w
CFEWAxWBBbT ETry v[nvHINCn-THICK BY FIFTY (50) FEET LONG BY TWFEVF 02)
u INOICATFD ary THE
RAINAROUND
LET PROTECTION _DETAIL ON THIS SHEET. THESE
UNTIL THE CONC W SION Of THE SITE PAVING
HE INSTALIATIOLN OF PERMANENTILANDSCEAPING SQUARE FEET PER TRIBUTARY ACRE.
ALLINLETS WHICH ARE NOT PROTECTED BY SEDIMENT TRAPS SHALL BE COMPLETED' BLOCKED
AS LONG AS THE EROSION CONTROL RAN IS IN EFFECT.
1. DD REAS SO AS EOLPRB VENT SEDIMENT - CLEAR IF uD a RUNOEIALFF FROM EDNHEaINGTTHES5T05 BALL BE
DRAINAGE SYSTEM OR ADJACENT PROPER—
AS LLREQUI OND CONTM OCOIT
NCwF`CSIONSOFL.CHBE IMroRRI L DAED BYYDURINC THE RA°I NY SHASON.I T�[
FEET. PR OR TO ANICIRATE. sroRmsIRIALS OUR NO oAND suuEPFaio°ICATY IE+sPEITRTxE
SITE AT IES
LL RE REPA
G ATE,
7. ANY DAMAGE TTOOTREVELE GEETATED SLOPES SHALL BE REPAIRED AS SOON AS PRACTICABLE.
PEGTE_. FROMBROSON. T SIRinLL"corvslzT0.w5 A�inlNiluubtD of covfxiucwllTHAvusnc
SHEETING, OR BY SEEDING, MULCHING AND FEEFILIZINC.
9. OWING EACH STASSURETHEORM. THE CONTRACTOR SHALL INSPECT EACH STORM INLET SEDIMENT
T-P TOFTHIBERPAIRED AS SD.UTLUOOPN E. AS PRACTICABLE.°THESE OR
OTHER EROSION CONTROL DEVICES SHAD
10. AS SOON AS PRACTICABLE FOLLOwINC EACH STORM, THE CONTRACTOR SHALL RGRMIANN
OCUMCPIPE ON OF SBLT OR D EBRIS FROM THE SEDIMENT TRAP BASIN AND SHALL CLEAR THE
LET11. EGONTRACTOR SI1I3 BE SOLELY RESPONSIBLE OR TIE INSTALUTION AND MAINTENANCE
PROJECESlTE.ERNCP'ToamS aaopor°cEn uREnnol°s ANOMSURETHATTHOY FUNCTION IN THE MANNER DESCRIBED EonNFEwvvirE+r�siTI,o E
N.
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4/c2�'MIN.
FOR FLAT AREAS
:TAKE ®/< o °° DIA FIBER ROLE
s MI z�
MIN
FOR SLOPED AREASI . F BER ROLL COMPOSED OF .10 RAGDBLE FIBERS STFJFFED INTO A
FHOTC_
2 ROSIo oevEE C NO SiOEVELRnoIEN� I ICREASING INETTRATIONNRRATESANDBY
ENWRONMENT ESTABLISHMENT.
3�IIIROLE INSTALUTIONREgUIRES THE PLACEMENT TAMNOTFTHE
POLL IN A TRENCH 3'-B D- ALLOWED TO RUN UNDER OR ARGUN DFIBERYOLETR. RUNOFF MUST BE
N FIBER ROLL EROSION BARRIER 1
FILTER FABRIC. -,
M
DRAIN INLET PROTECTION 12
R-SEE
C3.0
0
m
f. �,52
� Q svR'
T
0%z
McDRAININLETECTION-
SEE DETAIL 02/SHT. C3.0
I I
LEGEND
DEBCRIPNON BE —
FIB
EPROTECTIONPPEROSION BARRIERINLr, o—
u
.%-" /, A,- ,
SALVATORE CARUSO
DESIGN CORPORATION
I—C..REAL ,N]IA,BAN'fACLARA,CA9—
BL...PBR)99R-0ORl . PAR.N..HQ)911—
CONSULTAM :
k
w
KIER & WRIGHT
CIVIL ENGINEERS & SURVEYORS, INC.
PROJECT
Our Lady of
Santa Clara
22825 SAN JUAN ROAD
CUPERTINO, CA 95014
GENERAL NOTES
W e/u
RpUE55/ONE
yy�._f/yp�'�F--0.� KNyO fy,ry
slYY CIVI
� OF CPL)SN
SHEET NAME
EROSION
CONTROL PLAN
��RIN
20
sale,•=TD.
ERANNE
CRECRED
O/D4/2019
SCALE AS BILEWN
SHEET
C3.0
SHEETS IN SET
A09060-2
ER O N CON R L OTES
���nN�Fes���®R�NDxnL`xn:a,o�"o:,�E° M.NEx""'awERE
•� LA E�„AaeNvmEIu.NING.
Cauk NO DIR-2018-010
111
111
Appro IBOBj:TQgIAhEHB 9lSfFTInN.1 THE FILL ENGINEER.
emnDE ONLY wITX TxE VRIOR APPRovAL
Appro 1Da�aE,..0 RW29...�.,_...._...,.,. EP
SiRTIat OF COARSEFDaAIN ROC, (3T�5'Sx E
�REAU—BFTn FTY(SD) FEET LONG BY TWELVE 02)
FEET , 11 All SHALL IF 1A INTAINEI UNTIL THE SITE IS —D.
NDSCAP uGILIECISQUA.,
FEET CLIllOP R� a RUTARVITAECP EVINC
AALL
SLNLE SVIUCi oR N T"O CUED 11 11"ENT.MI SHALL BE COMPLETELY I.CIED
UE BE
DRAINAGE SYSTEM ORADAA NPROPEaIESDENRDNDFFRDmENTERNGTETORM
ALL EROS AS REQUI IN CONTROL
n�NTx�CONQU50NSOFLHALLACHIwORRING DA` BYY
DUa RITHE C' NG TRHE Rs01 AN Nv SEASONIRTx[
CO=CTOBE R[io vrzloaro arrnavnllo STo�MsoANDAsxlnl��EPERIOOiC.LF wsEPVLH
DAMAGED FACILITIES FALL BE _A
TEL
7. ANY DAMAGE TOREVEGETATED LOPESOSHALL BEREPAIREDASDOONAASPRAC CARLEL.
PROTECTED ROM EROSION.1. THISSHALLCONSIST AS A MINIMUM OFOCOVRING wI PLASTIC
SHEEIING, OR BY SEEDING, MUI-CHING AND FERTILIONG.
9. FOLLOWING EACH STORM. THE C ENT
TRAP To ASSURET EIINTEGRITY.111 BASRIN AND OUTLET PIPE.SHALL INSPECT OPEHANYDAMAGE LCTTO THIENMESE OR
OTHER EROSION CONTROL DCVICES SHALL
REPAIRED AS SOON AS PRACTICABLE
O. AS SOON AS PRACTICABLE FOLLOWING EACH STORM, THE CONTRACTOR SHALL REMOVE ANY
ACCUMULATION OF SILT DR DEBRIS FROM THE SEDIMENT TRAP BASIN AND SHALL CLEAR THE
OUTLET PIPE OF ANY U_GE
11. E CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
IF THE I
PROJECTSIOi[I DUMNO'TERMSCOFI VIROLONGEDAD NDNEI . FFAVY INTENSTY TORE
URE
THAT THEY FUNCTION IN T E MANNER DESCRIBED HEREIN.
ST"WLAR UFACIguo WRAPPED IG wDX
DIRECTION DIAMETER
3/4'WOOD STARE®A'O.0
SF F
' M.. FINISHED GRADE
4G�� oIN.
Co;VT �0AF FOR FLAT AREAS
8- -10- CIA FIBER ROLL
3 MIN
MIN
FOR SLOPED AREAS
Z. FIBER
PX T ODGRATEABL, OPENIO�DAELRNDTfTANLGE FIBERS STUFFED INTO
[a00IUANER
C LEAOAVONNG LEENVIRONMENT .I INC
rv" REAS,LANT ESTABLIEDUCE'SHMTNTFEET UNRDATES ANOEBY
PRO3. FIBER ROLL IT INSTALLATION REQUIRES THE PLACEMRTAND SECURE START OF THE
RP 9 OWED TO RDN DNDER oR ARONNDUG FIBER ROONTOUR. RUNOFF MUST NOT BE
OLL
N.T.S. .
FIBER ROLL EROSION BARRIER 1
a DER FA
TD
R - SEE
C3.0
m
m
J � T
DRAIN INLET PROTECTION - \
SEE DETAIL 02/SHT. C3.0
-------------
LEGEND
FIBER
ROLLEGOONN BARRIERINLter,
u
B3BBa•� ��
B3BB3. B3BB3BB3BB3B.
SALVATORE CARUSO
DESIGN CORPORATION
IS-0—, B 2W,SANTACLARA,CA L'S
FEEL, Ro.(.0)N-1 . FAX. 1o.(0)99RI
CONSULTANT
k
w
KIER & WRIGHT
CIVIL ENGU ISNEERS & SUURVEYORz, INC.
054
PROJECT
Our Lady of
Santa Clara
22825 SAN JUAN ROAD
CUPERTINO, CA 95014
GENERAL NOTES
w o/w
PpGFESH/ONq!
Q4: _pCRBNUDfZ�
s �Vl
SHEET NAME
EROSION
CONTROL PLAN
BY
CH. ED MAN
DATE: 01/04/2019
rI
A09060-2
unity Developmem Department
Planning Division - Cupertino
APPROVED
DIR-2019-010
taw. wtrri�wrereerar'w'.+r. ere
THE CITY OF CUPERTINO
FOR STORM WATER POLLUTION
PREVENTION a WATERSHED
PROTECTION:
Chapter 9.18
n.18eM Dlada.WkdolMO mdralnprrlMted
■WnnIneut aamerga,orchum,.4morpmmb
he rarregtl into my mmr darn or namwal aml or
channel al wee. Inbmlry tom not mmitlad to, ten age,
hbmral we,ba, parents- predure, can car or my
substance srie ham the n a ufacbm of gea earn ®I or
prnorum, rrnicalwchangers. erwma, pailft
apM.Mabd or ottodmte0 morning pool water,
phbous% hwbidde. arm wassm.
9.111,220 Violence
AM prop who Victim, my pmkbn vof fat chapter is
pas begully tea malt e, and yen caMrbn
thereof shot be paadrd m p rvided in Chapter 1.12 of
sae mda
e.1FN0 Ac.W-IMDlsch g.
AI pamom rut roily ere DiumrofRate Worm by
talephaw hmmiaryupm Wo dwd*dMdnrghe
Manse b must -oft -ID be rem byre City
m u Mae, Uemagatomandoana teathetecebeg
dalem.Thtanoat mNbtala.m.roantan (10)
Jaya tam deerb" mu ho, hY a aarrm wren
arrmem mrresehe Wises rah fume
disclerge
artl the euanree being Wfmb pmwM form
arAlanrmCe,. San ne,lblbn wN mrt Meupmmar
yp ubh, pmeme,a[ are a Samoa Tara
e.1F1e, CM pmry for like discharge,
tldre aap by ana of NCR mnnwrnioem Yw bechat,
bbr tome cnyn a ran not Is exceed lesmyM
dwomnh doOM Per day per vmtatl0n star each day in
aduh Burr Vialrbn occurs. The Cry may ptlbn the
superiacourtpuawra to Goee-err Code S Jbn
5Qa0b kpoe,, e,e,u Mtl Romer rocs rmw. The taw
pursue datl in the secdon is r kOm soo nr
hebolve. and mall be h Wdenr 10 an oar and.
_r to the City under SWO and FSCWal taw err brel
arosearme Funds contacted pummm to dun sechn eel
be paid b CIO 8.1- menW St.. Mana00mm1
si:n°i::: •r ■m onaear
o-anm.rw ue e.er
(";nst u�tio„ Heavy"'"�- - Ong ,,�,,,,,, Earth -Moving Earth -Moving Equipm ant
�Itm Gadilt r a 'omeampa'"' Operation
-• - rhmePorMehmh i Activities p
_-=er17lslo„an-4 Ptd-rrq�e =r Activities arn.m w.r....lmtl.n
'mac � � e - from n•• r•a•um•nr on
•.a+ear .." -+e- St.. Dale :..............
Storm Drain Pollution ftn-*MAc�- ..:�,'R .:::.". :u.`::::�•,
from Earth -Moving Activities
sal nacnwb one ream eanrblu i m orre
o•w M.raw - - ____ v °--��s�e '� roar r handled
ate flow blue, i i semi mew ti meeaa Tie rx'�"aM Ben• e.n.ua.. r..wn
,wee -yam ' ' FrA Blain Merlare more.
ea ear Imo tar.newsam mbnMa� r�aOmManorremnr
r Owrrr+�rma.+ -tare . canam roe use bola. e'no a ay. Ifls, am
ono• �rrb.bm.lawo •.w.wr...w.v
me iae-tar avrMarr.e rso�enra.rW deem ." p h ceeere 'no the Bey. EmaWe-Vra/..r . n.m.i :.•i.�
� o+.wr.amr4nrr amabn conhol Pnrhrea ratlun IM rear r eum0
ww w e.`.`w mirrerr.mw ° .re.re.r. ay,a werlga tar am row me roc wla ems ama R¢eta
+^ �.. u ....r.. moahmod round sewn . ° Free wmrrr .w
aw »mwµrmre..rrrem. - ••• _ r _rsr•' .edrr ram•.. rrr ..............,.
Praetleu During Cono&uchbm wn. a"�:'.i. .arirp�.-e •.
��..`�. _ -- �. a.rrw +•sr' -tea D
r++a avew O aemow ermp vegetation.Peeone warn +�. �.ue> •^ ::'•• ^.•
near W n i �Y m s am°�n
arP•rlr for Tabs trnl laps ..uo..r..�.•w.
r �'ys•-'.�.ae"�.." .taw •rs" r. sb /cart h- 0ombuhcn h not inmrdiamy Warred. Wrbbaarrr lane OrrCw•r ::i«.nrr.r.u.ww.
avar near ma soma Ohs ate
-�-rarr.yrmrma . 0 meret Oleaualemmean, drakes.
ft or wslmwwwrwamrr
�•.•�+ • dbmb.'r rb•ru, a�d acre afar• whh ct,m.
'�� wrrrrhaarnvarr °' vie rmpoaaryc Foot tam. a eMak dem °mew rmyms eta Torre r .w
w•ti-'"- wa•awmerasarr mkhe, a e Re nor ateM tl oar ewwaaap pr:aeaaw ..
ER.Irven b tea ew atonal Warr t7uo nt Co."
_ - aePra.r °mrr"awrrays", 6orCs or arc ceeedm Carrel Field row wrrar...r.�
r..aere •eta tea rr.mmi-"-"--'r rrrbrrr+►.+•tare mBY llorpep•r •ae,bnaM erinemmsl
um. .... o.......r.w..
o.°ir.-"mow ...
D Caw. dockpilesrpl tau ancevabd col wnh
m••••
eere, rodw or prasc scaeang.
The property owner and the contractor stare Ultimate responsibility for
the activities that occur on a construction site. You may be held responsible
for any environmental damage caused by your subcontractors or employees.
Painting and
Application of
Solvents and
Adhashiiiei
&Breainnanak actinratla
FIaul.P an/a*-:
wos+rr� _tar
.-'-.w�arrmmrw
heaawtemnaam
] rrergrraa..•rr-..
]`tar Pp-av�errr
.+.ram.
]ate :�r•ree'r r
.�I
IIIY!/Yver
ED
esw=re'a a'Ir`r�'arrr
u� r-ar�_r.rrr.
Y41�Id�IWear4'~'Iv1
rrr�r"s+er..rra+rarr.e,r
° ww+tar-e.rr...rr
_ owrrry
:aav+o.rr s
wweer'e wryrrrewae�
rme.arr.wrrerwv
wwww'�ead m`r m�
r•rr�ra mtmr.errr
a .b.rrrrrrma.w.
a°"w."mr'mm"r� arrow
Yrtir�'i�ar
nrowee mee'seemh
u rramed�rraeremrmm
rrirm."Orr'rtra'r
u.uww..re-sore
wr:.".mary.rromn
u a.rerarawrmrrr;
Roadwork
and
40
Paving
o...we.rrw vr.adrr
° rY.igmmtr'h' or.w
° r�.a.w«Terra raeariawkeure
° cMr w.�ae.s.arrr.r.r.-e.
° '" nM'ra"'rir'r'� a r�"'irnivims w0.
.rubwwai wi.rmvuem-A"ar.~
o ws Marc
° arwMer�a.aw..r.mwwoa+.
r:..rarner°°"°.eer'w`h r"'�r.w'waaa°.m
aprr.l
AwmraCae,mr Rmoval
° aa.e mm.err.ew ma+.w wren
ar-
° wuwrarrwemwr.
r. Wa� «rrwrwewm.rrrmm
a.mrrawua..wm"o.w o�o�.r
wwrrmwea.nwrrr
°
r.w. ww=w•e a.wmr.�.
Storm Drain Polluaon
from Roatlrerk
Pr Mnf. raa«+e. r rwmme aM
aww pere.rrwawew. rmw
.u"'inrr� b-.".'�wusmvaeeeb"'re a
wwwara.erarrrae•
P-Ns ceemeasee
e«ey n�"w awe. r ere, eta ay
D xw« ern aerewe-
.'rwrTi r m awrea'"armaw.�«
eyr«maa'bmm..
° c.wriw �� rlrr
aiamrrw.
D-mesevaae-Imme
YMrevreW .�qe. relewp
° c�rwr�...we.rrrwaww
arn.r.mrrwmre.a«
° r�.rd wrnwe«wwmnrrrswr
a.r«wr.m
Fresh Concrete
and Mortar
Application
Fresh Otto Po=how
FreshConcrete and Morter
ApPFeetlor
r tar nr... aaaama,«ervema
aremwrerawre
.rrwwrL� rewwrr
r ti orm""vr. taw: r/'r°.e. rremr°b`" .r
Yprereer.
aroa�b."'ui«aueYY11Va
meagcr.nma.
mrwrewmr
o awn �reuwmmrr
merreeeweaerlerb
r eYAs�rawaer..
_ 'r"•arre w.�
warm.arswrs
.bo+r.e.aw.ea...e...
Small Budrlents
Haitapdous 1AfastB
Disposal PMM
BtainenmtlrtgrMra. ban
#a n 27gFonns w220 pounds
dhodrrve,stopr erne
ns%VADOD dispogmn.
Call 406.2W7300
far a quote.
a
CUPEII,TINO
CONSTRUCTION BEST MANAGEMENT PRACTICES I 01%rr OF C1?gMRV�110 1 ; mme I
CONSULTANT
k
w
KIER & WRIGHT
CNIL ENGINEER S &Sol Rfi9EYORS, INC.
1408172,
PROJECT
OUR LADY OF
SANTA CLARA
22E25 SAN JUAN ROAD
CUPERTINO, CALIFORNIA 95014
SHEET NAME
CONSTRUCTION BEST
MANAGEMENT
PRACTICES
R PANNING COMMENS
QN/01/i0
QNn/1a/n
MRL
SHECT
os/zs/1a
C4.0
1 A --so
^gem. IF -_
-------------
® /
_ _ _ ENISTyNCTNREE 3'TORYBUI(OIMC _ _ _ — — � � � I �PPIp�
_ _ I
4%
CONSULTANT
k
w
KIER & WRIGHT
CIVIL ENGINEER, &Sa RVEYORS, INC.
PROJECT
OUR LADY OF
SANTA CLARA
22925 SAN JUAN ROAD
CUPERTINO, CALIFORNIA 95014
�Vµ0FEI55/p 4
F4 ,p0. Mppfy
s Y� 6
V1
� OE CAL\E0
SHEET NAME :
a
---
� - � ' — , --
TOPOGRAPHIC
o
,,
\
g URVEY
C
_ — —
\
NORT
REVISIONS
BY
10
_
--
Z� PMNNING C—
C
e
A
t0 20
30
Q OB/01/16
01/13/17
LEGEND
ABB IAi19A1S
NOTES
PROPERTY LINE"�
Al ANETALLI CONCRETE SEE
ION ^ SESORS PARCEL NUMBER
SEWER EASEMEM 1. THE FOLLOWING oocuMEN�iA'Acaary 6oERENCUMBRANCESTHIS DRAWING ARE BASED SOLELY UPON INFORMATION CONTAINED
o aEcoROEOEULVH+ 2N0o�ns DOCUMENT No, +s50ss1T OFFIcwL aEcoaOs.
IN
ADJACENT ENTERLNE PROPERTY LINE
— SIGN OW PREVENTER T _ MI
CHMPR% THIS IS NOTA BOUNOARr SuavEv, NOLNBILITr IS ASSUMED BY NlERewRIGHT FOR THEE%ISTENCE OF ANY EaSEmErvoENCumBRPNCES,
IN SAID DOCUMENTS AND THEREFORE
T SHOWN
E.0TITLE NOT N THIS ANING
sCREPANCIESAITIDNSNsIZESPND/pR
BUILDING LINE"""`
MONUMENT AS NOTED
BE EDGE PAVEMENT MENT VG
ATION FLOW
ION .�L'• LLCRALTDC
TOP DOPERS OFE%ISTING UNDORGROUND UTIMTIES AS SHOWN ON THIS ooPOGRPPHIC suavEVAwEaE
vPUEVGUTLL
FER s cOBTAINED FRO" SOURCESArI AnllNio oE��9 OF sucN�oEacaourvlo uiluine3 �A a�EAsoNneALE EFFORT 1�inS eeEN u�Inoe TKO LOCnre ANO
RL
$
ENCH—FOUND
CONiouaVATANIIN GROUND
OE GRONNOOTILITIES.)HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS ORACCURACVOF ITS
05/25/16
ROLIER
b INDE%COMOUR , —-�15--"-- TION
DELINEATION— UCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERS, BUT WHICH ARE NOT SHOWN ON THESE DNWAINcs.
FIRE HYDRANTA IPV IRON PIPE�A a EEEVATION.s00, NAIL IN PAVEMENT LOCATED IN ACCESS DRIVEWAY TO 2—MERCEDES ROAD,
uP UP w'IAssumsol
r
o
LEA" T
OF GUTTER
o BTE C_—_—_7 RECORDS
° FENCE —.--r—r— UTILITY EASEMENT
'
_
�R060 z
SHEET Ne..
C5.0
AREAS OF02% ANNUAL CHANCE FLooD AREAS of I%ANNUALcw.NCE FL000 WITH avEw,cE DEPTHso
GAS METERa ANINGwALL FV REGISTERED CI ENGINEER FLOOO.PER FLOOD RWIT IRAWAOE AREns LESS THAN, SUNMILE: PND AREns aF PRO,>=cTED LEVEES FROM,%ANNDALCHANCEF
E _ AIM REGISTEEDCIVIL RATE MAP COMMUNITY NOM3390204ITDATEDMAY182009
a RECORD INFORMATION 1 ,
oRPl INLET . 2a,,Req IN .'T" FMAP nNPCE SL, snlMn clean caurm aEcoaos was?aK�ry nIS PIAiE ansls OP nILL LEDFOR
Community Development Department
Planning Division — Cupertino
CUPERTIN APPROVED O
3
Case D I R-2019-010
Application Num er(s)
Appro iaI Body: DirectoUAL
St�afF
EXPOSED
Appro a I Date 03/2 HEIGHT
Signa re rick S.Qrxano —F—
REGRADED �� Manager
2:1 MAX. III
—I I5 MIN. TO
DAYLIGHT
ON SLOPE
—III-1 1
GEOWALL NOTES:
24"
2' MIN. FROM
BACK OF BLOCK
TO HYDRANT
RELOCATED
FIRE HYDRANT
1. 16" MIN. EMBEDMENT. INCREASE EMBEDMENT AS NECESSARY TO ACHIEVE
A 5—FOOT HORIZONTAL PROJECTION TO DAYLIGHT ON SLOPE.
2. GEOWALL
8" CAP UNIT, SET
WITH ADHESIVE
3. GEOWALL
PRO UNIT (GRAVITY
CONDITION).
4. 1 /2" TO 3/4" CLEAN CRUSHED ROCK W/ LESS THAN 10% PASSING THE
NO. 40 SIEVE, 4" WIDE.
5. 3" O SCH. 40 PVC OR SDR 35 PERFORATED
DRAIN PIPE OUTLET EACH END. BLACK
CORRUGATED PIPE NOT ACCEPTABLE.
6. CRUSHED STONE LEVELING PAD 6" THICK AND 6" WIDER THAN BLOCK
EACH SIDE.
7. STRUCTURAL BACKFILL BEHIND GEOWALL WALL TO BE MIN. 90% RELATIVE
COMPACTION OR PER THE ON SITE GEOTECHNICAL ENGINEER.
Grsp 0, (141aft
,OW& ical GF-2633
EXPA 12nlrba19
2' GEOWALL DETAIL AT NEW HYDRANT 4ularte
OUR LADY OF SANTA CLARA, 22825 SAN JUAN RD. - CUPERTINO, CA 9
1049 Nichols Dr. Rocklin , CA 95765
I SCALE : IN I FILE NO: 7146 I Figure 2 I
REV. DATE: SEPT. 27, 2019
Community Development Department
Planning Division — Cupertino
CUPERTIN APPROVED
Case D I R-2019-010
Application Number(s)
Approval
Body: Director / Staff
Appro
va I Date 03/26/20
Signat
Lire Erick Ser4no
Calse Manager
4'-8„
MAX. EXPOSED 6"
WALL HEIGHT PER
CURB
CIVIL
DWGS
ASPHALT —\
INTERCEPTOR
DITCH PER
CIVIL DWGS
9
36"
i
MAX
BACKSLOPE
2
Greg a. aulmrfr
GEOWALL NOTES: pw-hmal
1. 6" EMBEDMENT.ij+avo
2. GEOWALL 8" CAP UNIT, SET WITH ADHESIVE
3. GEOWALL MAX UNIT (GRAVITY CONDITION). FOR WALLS LESS THAN 2' IN
RETAINED HEIGHT, THE GEOWALL PRO UNIT CAN BE USED.
4. 1 /2" TO 3/4" CLEAN CRUSHED ROCK W/ LESS THAN 10% PASSING THE
NO. 40 SIEVE, 4" WIDE.
5. 3" O SCH. 40 PVC OR SDR 35 PERFORATED
DRAIN PIPE OUTLET EACH END. BLACK
CORRUGATED PIPE NOT ACCEPTABLE.
6. CRUSHED STONE LEVELING PAD 4" THICK AND 6" WIDER THAN BLOCK
EACH SIDE.
4' GEOWALL DETAIL
OUR LADY OF SANTA CLARA, 22825 SAN JUAN RD. - CUPERTINO, CA
1049 Nichols Dr. Rocklin . CA 95765
I SCALE : IN I FILE NO: 7146 I Figure 1 I
REV. DATE: JAN. 29, 2019
TYPICAL CROSS SECTION
WHERE SHOTCRETE WALL
DOWEL 18"x12" #4 REBAR
MIN. 6" INTO PIER, 24"
O.C. VERTICALLY. USE
SIMPSON SET 22 EPDXY.
12' TBTAL, \
8' MIN, EMHEH
INTD PIER
(E) 24"0 PIER
P
D 4 e
EPDXY DOWEL DETAIL
NOT To E-LE
Shotcrete Wall Notes:
1. Grout should have a maximum w:C ratio of 0.46 and use Type IIN cement. Minimum
Compressive strengths is 4,000 psi at 28 days.
2. Shotcrete to be dry or wet mix with 2,500 psi minimum unconfined compressive strength at 28
days. Use Type IIN cement.
3. Plate and washers to be grade A36 steel, hot dipped galvanized.
4. Soil nails to be 20' long, and grade 75 steel. Tiebacks shall consist of 1"diameter epoxy coated
a1I-thread bar. Tieback installation angle shall be within 3 degrees of design. Tieback placement
shall be within 12 inches of the design location. Wall heights less than 6 feet, only one row of
nails required at mid -height of wall.
5. A verification test shall be performed on a production tieback. Proof tests will be performed on
100% of the production soil nails. Verification and proof tests shall be taken to 133% of design.
The design pullout is 2261bs. per inch ultimate. Verification test shall be based on 15 foot of
bond zone; proof test to be based on design nail length. Verification nail load = 15 LF" 12"/R"
226 lbs./in. = 40.6 kips. Proof nail 133 % design load = 35'1.33 = 46 kips. Test loading will be in
the following increments: 10% alignment load, 25%, 50%, 75%, 100%, 133%. Passing test will
exhibit less than 0,040" movement between zero and 10 minutes at maximum load. If it exceeds
0.040" movements at 10 minutes, hold load for 60 minutes. If movement is less than 0.080"
movement between 6 and 60 minutes at maximum load, this is also a passing test per PTI.
Special Inspection Items:
1. Provide continuous inspection of the shotcrete and test for unconfined compressive strength at 7
and & 28 days
2. Check the grout for unconfined Compressive strength at 28 days.
3. Check the length and spacing of the soil nails during construction/placement
4. Check the Taber placement per plan.
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100 Ni0, Rocklin, CA 95765
916.626.5577 FAX 916.626.5533
FILE No: 7146
REV. DATE: SEP18,2018
SHEET RW1
--.- - -
planning Division —Cupertino
cuR. APPROVED
Case# DIR-2019-010
Approval Body: Director^/ Steffy
Approval Date 03I26120
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END
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10C9 Ze Dr. Rocklin, CA 95]g5
918.828.5.55T] FAX 818.838.5533
FILE NC: 7146
REV. DATE: SEP17,2018
SHEET RW2