RM-2011-31b OFFICE OF COMMUNITY DEVELOPMENT
� �,
CITY HALL
10300 TORRE AVENUE•CUPERTINO, CA 95014-3255
C U P E RT 1 N tJJ (408)777-3308•FAX(408)777-3333•planning,�cupertino.orq
January 31,2012
Ronen Lahav
622 Cheshire Way
Sunnyvale,CA 94087
SUBJECT:Minor Residential Permit Action Letter-Application RM-2011-31:
This letter confirms the decision of the Director of Community Development, given on January
31, 2012 approving a Minor Residential Permit to allow a portion of a proposed 2,678 square
single family residence to encroach 10 feet into the required 20 foot rear yard setback at an
existing single family residence,located at 18760 Tuggle Avenue,with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled,"Lahav Residence,18760 Tuggle Avenue,
Cupertino,CA 95014" consisting of nine sheets,dated December 21,2011,except as may be
amended by conditions in this resolution.
2. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard
to the proposed project for additional conditions and requirements. Any misrepresentation
of any submitted data may invalidate an approval by the Community Development
Department.
3. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan(including but not limited to details on exterior color,
material,architectural treatments and/or embellishments) shall be reviewed and approved
by the Director of Community Development prior to issuance of building permits. The final
building exterior plan shall closely resemble the details shown on the original approved
plans. Any exterior changes determined to be substantial by the Director of Community
Development shall require a minor modification approval with neighborhood input.
4. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including
but not limited to property boundary locations,building setbacks,property size,building
square footage,any relevant easements and/or construction records. Any misrepresentation
of any property data may invalidate this approval and may require additional review.
5. NOTICE OF FEES,DEDICATIONS,RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements,reservation requirements,and other exactions. Pursuant to Government
Code Section 66020(d) (1),these Conditions constitute written notice of a statement of the
amount of such fees,and a description of the dedications,reservations,and other exactions.
You are hereby further notified that the 90-day approval period in which you may protest
these fees,dedications,reservations,and other exactions, pursuant to Government Code
Section 66020(a),has begun. If you fail to file a protest within this 90-day period complying
with all of the requirements of Section 66020,you will be legally barred from later
challenging such exactions.
Please be aware that if this permit is not used within one year, it shall expire on January 31,
2013.
Staff has made all of the findings that are required for approval of a Minor Residential Permit as
required by Cupertino's Municipal Code, Section 19.28.090 (B), Ordinance No. 2039. Also,
please note that an appeal of this decision can be made within 14 calendar days from the date
of the decision. If this happens, you will be notified of a public hearing� which will be
scheduled before the Planning Commission.
S' c �ely
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Pl Division
City of upertino
(408) 77 -3319
aparnaa@cupertino.org
Enclosures:
Approved Plan Set
2
r.cucou un
-ALL WORK DESCRIBED HEREIN SHALL COMPLV WITH 7HE LATEST BUILDING
CONS7F2UCTION CODES AS ADOPTED OR AMENDED BV THE STATE OF CALIFORNIA
AND THE CITY OF CUPERTINO-2010CRC.CBCMC.CPC,CEC AND 2008 ENERGV
REGULATIONS
-ALL FXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR
COMPATIBILITV WITH THE NEW CONSTRUCTION SF10WN HEREIN
-ALL NOTES AND OIMENSIONS SFVILL BE FIELD VERIFIED BY THE GENERAL
corrTancrort vFtiax ro caasrnucnoni
-DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS.WRITTEN DIMENSIONS
SHALL BE PREFERRED
-IN CASE OF DISCRAPENCIES BETWEEN THE DR4WINGS ANS THE FIELD
' CONDITIONS,THE DESIGNER SHALIBE NOTIFIED PRIOR TO PROCEEDING WITH
CONSTRUCTION
-7HE GENERAL CONTR4CTOR SHALL BE RESPONSIBLE FOR ALL WORK REOUIRED
TO COMPLE7E TF1E CONSTRUC710N OF THE PROJECT
-WORKMENSHIP AND MATERIALS SHALL CONFORM WITH THE CURREM UNIFORM
BUILDING CODE
s�h No�s:
-EXISTING GRADE ELEVATION SH4LL BE MAINTAINED
-PROVIDE A 2%SLOPE AWAV FROM BUILDING AT ALL LANDINGS
-LANDING,4PD STEP AT TFiE FRONT SHALL BE STONE FINISH,TO BE SELECTED BY
OWNER
-WALKWAYS ARWND 7HE HOUSE AND DRIVEWAV SHALL BE PERVIOUS
CONCRETE ANOPAVERS,TO BESELECTED BV OWNER
CONSTRUCTION NOTES:
-ALL DIMENSIONS ARE TO FINISFIED FACE OF WALLS,FLOORS AND CEILINGS�,
UFLESS OTHERNISE NOTED
•BEDROOMS THAT DO NOT HAVE EGRESS DOORS,SHALL W1VE ONE WINDOW THAT
MEETS EGRESS REQUIREMENTS�MIN 20'CLEAR WIDTH,MIN.24'CLEAR HEIGHT
WHEN OPEN;MIN.5.7
SQ.FT.OF OPENABLE AREA/5 SO.FT.FOR GRADE LEVEL ROOMS AND MAX.
HEIGFIT OF 44'FROM FINISHED FLOOR TO BUTTOM OF CLEAR OPENING
-GLAZING INSTALLED SFiALL BE TEMPERED WHEN INSTALLED IN THE FOLLOWING
LOCATIONS:
-ADJACEM TO AND WITHIN 24'OF A DOOR
SHOWER/TUB ENCLOSURES WHERE THE BOTfOM FJ(POSED EDGE OF THE
GLAZING IS< 60'ABOVE TFE FINISFiED FLOOR
-GLAZING IN A WALL ENCL0.SING A STAIRWAY LANDING OR WITHIN 5'OF THE
BOTTOM AND TOP OF THE STAIRWAY,WHERE THE BOTOOM EDGE OF THE
c,�nzwc is<ev neove nie
FINISHE�FLOOR
-ANV GLAZING MEETING ALl THE FOLLOWING CANDITIONS:
A.EXPOSED AREA OF AN INDIVIDUAL PANE IS>9 S�.FT.
B.EXPOSED BOTTOM EDGE IS�18'ABOVE FINISHED FLOOR
C.EXPOSED TOP EDGE IS>36'ABOVE FINISHED FLOOR
D.WITH IN A 36'HORIZONTAL DISTANCE OF A WALKING SURFACE
-NEW 110V SMOKE OETECTORS WITH BATfERY BACKUP,WHICH ARE AUDIABLE IN
ALL SLEEPING AREAS SHqLL BE INSTALLED IN TFiE FOLLOWING LOCATION-
BEDROOMS,
HILLLWAYS LEADING TO BEDROOMS,ABOVE TOPS OF STAIRS,ANY AREA
WFERE CEILING HEIGFiT IS OVER 24ABOVE A HALLWAY CEILING LEADING TO
BEDROOMS AND MIN.ONE OI�EVERV LEVEL
-CARBON MONOXIDE DETECTORS SFNLL BE INSTALLED AS PER CODE
REOUIREMENTS
-NEW TOILETS SHAI.L BE/.6 GALLON PER FLUSH
-NEW WATER TOILETS SHALL KEEP TFiE FOLLOWING CIFARANCE�.MIN 15'CLEAR
FROM CENTER OF TOILET TO ADJACENT WALL OR ANY OTHER BUILT OBSTACLE.
24'CLEARANCE SHqLL BE KEP'IN FRONT OF 7HE TOILET
-PROVIDE MIN.22'X30'ATfIC ACCESS,SEE PLAN FOR LOCATION.ATTIC ACCESS TO
HAVE A PULL DOWN CEIUNG PANEL WITH FOLDING LADDER.UNIT SHALL BE SELF
CONTAINED WITH ITS OWN FRAME AND REWIRE NO HEADROOM OR ATTIC
CLEARANCE.
-PROVIDE 18'X24'CRAWL SPACE ACCESS,SEE PLAN FOR LOCATION
-PROVIDE SPRINKLER SVSTEM THROUGHOT THE HOUSE,AS PER CODE
REQUIREMENTS
-AT THE WALLS AND CEILING SEPER4TING iHE GAR4GE AND THE LIVING SPACE,
PROVIDE MD INSTALL 5/B'GVPSUM BOARD FROM THE FOUNDATION TO 7HE
UPAERSIDE OF THE ROOF.SEAWOINTS WiTH FIRE�APE
-DOOR SEPERATING THE GARAGE AND THE LIVING SPACE SFVLLL BE SELF
CL0.SING,TIGHTFITTING SOLID,WOOD DOOR 13/8'THICKNESS('FIRE DOOR')
-PROVIDE A MINIMUM 36'DEEP LANDING WTSIDE ALL EXTERIOR DOORS.TFiE TOP
OF THE EXTERIOR LANDING SHALL NOT BE MORE THAN 8'IOWER iHAN 7HE
EXTERIOR LANDING FOR IP4SWINGING DOORS,AND NOT MORE TFUW 2'LOWER
FOR WT SWINCaING DOORS
-GUARDRAILS SHALL BE 36'HIGH ABOVE FINISHE FLOOR AND CAPABLE OF
RESISTING A 20 PLF HORIZONTAL LOAD PERPENDICULER TO THE TOP RAIL AND 25
PSF FIORIZONTAL LOADPERPENDICULAR TO 7HE BALUSTERS.
-WATER HEATERS SHALL BE MOUNTED ON A PLATFORM OR WALL MINIMUM 18'
ABOVE FINISFIED FLOOR,MEASURED TO THE FLAME.
-rvaicn�iNSUUnorr:
-R30 FOR ATTIC/CEILINCa�ROOF
-R-13 FOR FJCTERIOR WALLS
-R-19 FOR FLOORS OVER UNHEATED SPACES
-Rd2 FOR HEATING,4PD COOIIN('i DUCTS
8 NOTES
A-1.0 COVER SHEET,PROPOSED SITE PLAN AND AREA CALCULATION
GB-1.0,G&1.1 GREEN BUILDING CHECKLIST
T-1 TOPOGRAPHIC SURVEY
A-1.1 DEMOLITION PLAN
A-1.2 BEST MANAGEMENT PRACTICES PLAN
A-2.0 PROPOSED FLOOR PLANS
A-2.1 PROPOSED ROOF PLAN
A-3.0 PROPOSED ELEVATIONS
A-3.1 PROPOSED ELEVATIONS
A-4.0 BUILDiNG SECTIONS
A�.i BUILDING SECTIONS
A-5.0 PROPOSED ELECTRICAL PLAN
A-5.1 PROPOSED MECHANICAL DIAGRAM
A-6.0 SCHEDULES
A-6.1 SKYLIGHTS SPEGFICATIONS AND DETAILS
A-7.0 ARCHITECTURAL DETAILS
A-7.1 VENTILATION SPECIFICATIONS AND DETAILS
S-1 STRUCTURAL DRAWINGS
S-2 STRUCTURAL DRAWINGS
SD-1 STRUCTURAL DETPJLS
SD-2 STRUCTURAL DETAILS
SD-3 STRUCTURAL DETAILS
SD-4 STRUCTURAL DETAILS
S0.5 STRUCTURAL DETAILS
SD-6 STRUCTURAL DETAILS
S0.7 STRUCTURAL DETAILS
T-24 TITLE 24
�� SHEETINDEX
RES[DENTIAL PROJECI'CQ�'ER SHEET
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FRONT ELEVATION-MATERIALS AND ARCHITECTURAL ELEMENTS
SF CALCULATION DIAGRAM
✓/�CONDITIONED �2�253SF)
�GARAGE (425SF)
� IRRIGATED (2,o�i+ss+��s=z,2�
�� NON-IRRIGATED �4as+�,�ss=�,szzs�
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�� PROJECT COVER SHEET %.i)�SF CALCULATION DIAGRAM
18760 TUGGLE AVENUE CUPERTINO,CA 95014
ZONING: R1-5
BUILDING TYPE: SINGLE STORY
NUMBER OF DWELLING UNITS: 1
NET LOT SIZE: 6,575SF
MAX FLOOR AREA ALLOWED(45%R,959SF(SINGLE STORY)
PROPOSED CONDITIONED FLOOR
AREA: 2,253SF
GARAGE FLOOR AREA: 425SF
TOTAL PROPOSED FLOOR AREA: 2,678SF
MAX LOT COVERAGE ALLOWED: 3,288SF(50%)
LOT COVERAGE PROPOSED: 3,070SF(46.7%)
TOTAL IMPERVIOUS AREA: 3,898SF
TOTAL IRRIGATED AREA: 2,276SF(<2,SOOSF)
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r� PROJECT DATA
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1370 RAMON DRIVE,
SUNNYVALE,CA 94087
s Tel:408.203.4686
��_ /408.726.0017
ISSUANCES
�-- No. Description Date
�1 PLANNING SUBMITTAL 12/21/2011
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COVER SHEET
Drawing Scale: As indicated
Job No.
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4'DIAMETERAPPLE 1370 RAMON DRIVE�
TREETOREMAIN SUNNYVALE,CA 94087
Tel:408.203.4686
/408.726.0017
ISSUANCES
9'DIAMETER APPLE
TREE TO REMAIN No. Desaiption Date
1 PLANNING SUBMITTAL 12/21/2011
Checked By: Checker
,, ���� DEMOLITION
PLAN
�
� Drawing Scale:
Job No.
3/16"=1'-0"
��
In tl�e SaMa Clara Valiey,storm drains flow
directly to our local creeka,and on to San
Francisco Bay,with no treatment.
Stam water pollution is a serious problem for
wlldNfe dependent on our waterways and for
the people who Ifve near poltuted st�ams or
baylands.
Proper management of constructlon sites
reduc�s pollution significantly.
This sheet summarizes the"Best Management
Practices°(BAAPs�for storm water pvllutfon
ORDINANCE OF
TME CITY OF CUPERTINO
FOR NONPOINT SOURCE POLLUTION
�WATERCOURSE PROTECTION:
Chapter 9.18
9.18.010 Wscharga inbo ttw stam draln prohlWied
ft is unlarvvful to d'acharge.or cauge.allow,or permit to
be discharged iMo arry sbortn drain or natural outlet ar
channel ap wasbe,induding but not reatricted to,seNrage,
industrial wastea,patrdeum producb,coal tar a any retuse
substance arisM�g irom the manufacture of gas irom ooal or
petroleum,chemic:als,deterger�s,sdvents,pai►rts,
contaminabsd or chbrina6s�i swimming pool water,
pesticides,herbicides and fertiliaers.
er
9.18.080 VfotaUon
My person who violate,t any pravision of fhis chapter is
quilty of a misderrieanor and upon corrviction thereof shall
be punished as provided in Chapter 1.12 of this code
9.79.100 Clvll penslty for vidatlon
My person who viotates any provision of thia chapter
or arry provision af any permft issued pursuent to thfs
chapter shell be aviNy lieble b�the Ciry in a sum not t�
exceed fhe art►ourKs provided for in Govemment Code
Section 54740 and/or 54740.5[up to i2S�000 P��Y P�
vioa8o�l.rne c�tr mar petition the superio�court
pursuant 4o Govemment Cade Section 54740 to impose,
asaess and recover such sums.The dvii Per�nY Provided
in tfps aec�on is cumulative and rwt exclusive,and shaN be
in addfion M all otlier remedies available to the ary under
S'tate and Federai law and local ordi�noes.Funds
colleded puisuant to this section shaM be peid to City's
Environmer�fal ManapementA000unt.
8.19.101 Clvll penalty for Illfctt dleclmrges
Any parson who diacharges pollutants,m violation of
this chapter,by the uae of illicit conneclions shaN be civilly
frable to ihe City in a sum not io exceed tvMSnty-flve
tlwwand ddFars per day par vblafbn for each day�
�a,�,a„��;�,�«,B.,-r���,,�y�ro«,a�
SUPE(IOf COUI't FItJfSU�It t0 GOVeRIfI'18fIt COd6 SeC�O�I
IJ
54740 to impose,assess and reo�ver such suma.The civil
Pe►raKY Provided in this section is cumulative and mt
exdusive,end ehaN be in addition to all other rertiedies
avaNable to the City under S�te and Federal taw and bC�
adinanoea. Funda cotlectad pu�suant to this section shatl
be paid to City's Environmerdal Stam Management
A�CCOUfYt.
Cup�rtino
BuHdiny D�pt:
s�sa»axzs
Pub1le YYorks Dspt:
40B-77T3384
8anta Clan County
Recycliny Hotllns:
i�0-63�-i414
xw�r_r�due�r�st�.ora
rwv.tacrel�stutt.00m
Small Busla�s�Hazardous Wasb:
see-:a9-�aoe
Cup�rtlno 8anifary S�w�r Dlstr
40t-2b7•70T1
Santa Clara Valley Urban Runoff
Pollutlon Pr�v�ntlon Prpm
t00-791-2482
8tat�Offies of Emergency
Ssrviess
1-/0�-l6i•7660(24�n)
Report spllls to 911
APPROVED BY:
�u u:�-u� �.�.�.
RALPH QUALLS,JR RCE 22046 9-3-5 DATE
DIRECTOR OF PUBLIC W�RKS
General
Construction
and Site
Supervision
3torm Drain Pollution from
Constructlon Activities
CareW c6on siles are common aourtxs ot sbrm
wabr pollution.Materials and wasMe Nat blow or
wafh inm a atortn droin.9uttx,w atre�Aave a
dlrect YnpaU on bcal creeks arW the Bay.
As a eo�Mrac7or,o��b sup�eviwr,owmr or
op�rafor of a slb.you may Ue�esporolWa for
any�mrNOmn�fal aamays eausod by your
�ubconlncbon or NnployNa.
Ganws!P►(ncfp/es
❑Kwp an oM�Ay sNe and anwrs good
housekeeptrg practices are uaed.
O MahrtaM pWp�nt propmly.
o cw..mat.riak wnen mey,re mc in uae.
D Keep materiab avny fiom a�wb,atorm
drains end d►akiaps channsla.
❑Eruurs dust caNrol water doean't leave ai0e or
diaclwye Oo stomi dnins.
Advancs PlannMq To Prsvert!Poqutlon
❑Ech�duN�xearaMon and yntllnp aeWpM�
tor dry�r peAods.To reduce wH sroeion,
P���P��Y�9�bon a plrca olher Moebn
contrds before rain be��.Usa tlre Em.vbn and
Sedbnenf Conho!Menuel,availa6ls fiom Mie
Repional Water�ua6ty ConLol Boerd,aa a
reteruite.
❑Control 1M rwount d rumM aoseing yar sRe
(espsefaNy durinp sxcavatbn!)br uang Deims or
Eemporary or p�rman�nt ttainape dihdba�c
dkert watet Aow arouitl Ihe ai�.Reduoe
etonnwsler n+ioR vsbeities by comtruetlny
Eempaary check dams a bem�s where
•pprop�Iab-
0 Traln�rour«nployw�and wbcaMr�ebois.
The atY can provfde Draehures about these
inuet(or you lo�Wib�Re 90 woike�a at your
cantrtic.'tion ai0e.InFOrtn qour wbcor�'acfors
ffiout tl�e sbtmw�ab�r rp�remaMe arW Meir
own n�ponsd�iMlsa.uee BluspNrrt Ibr a Cleen
BaY,a constructlon best manapemeM pnctices
� 9uids avaiqbb et our Buiqkg Dept.Cauriter.
Painting and
Application of
Solvents and
Adhesives
Siorm Draln PoNutfon fiom Pair�,
�1�Slld i��IVY:
a vaYrs..olusks..oe sA�h�es oaRWn
d�s tlMl ra h�mdul b wi�k n brsl
aerm,Sai F��m Qsy,eq Ms PsdR�Oarn
Torie arirrcala msY mns 4om ppWd v dd
pomrAS alrom cleanirg reekM�es a�ap6.Pakrt
er�fd ane waeMS.aaMrMi.s and dean:g*:a.
dnild bs isoyrJed wh�n poealNe,a dbpweA d
P�Wa�Yb P�'�M11M�!III�f fi'Ortl ND��Iill�
itio do�m�aYr aid welaooufes.
�+�ar,apnq AMne Aodt.ee,
O Kaep a��id pNnt peod�els aiM vwwsw
s
awy iror�iM pulYr,WaM.and Monn
dralns.
�S�M+P
❑Ilrrrrcl��nM�frsarrN�sp�Nk
CpIWtIM�IMO a�tNM.SN�.��.
ffi11C11 dP�Or tl�llL
O For wwrarwa pe6w,peint art bnnhes to
Mis aodei�[D��.and rlrNS kio a�krlde
Yic daY�tlat qoes b tl�e ss�Rary se�►er.
D Fv ox�e..d p�,vs:K aut aw�ss m u�s
m�est pamtb aW desn ww�thlmer a
sohsrK FIOer ard ia�e M�I1lners ad soluerMS.
wlrre paab�e.Ohpwe d mmas 9piid�aM
re�idus ao h�andan art�.
0 VNlen tlia�aqHy dry�omDN P�ca�r,u�ed
huA�es��aps,end drop dotle�mey be
�Npo�W d e grMpr.
Good Housskeaplr�y Piaetic�s
O Drl�b om am oI�M Nb tar au►o paAmp,
vehicle re�ueRnp.antl routlne puipmeM
maintenance.TM Owipraited a�aa sAOUM be rwl
ar�ay hom atreams a fbrm Mah irNSts,bMmed H
neceasary.MaIrQ major repsia ofl s�s.
❑To pnv�nt o1Fsl4 traqclnp of dht D�
enaances w�a,smeiZea agpre0.�..,nc�a..a
provlde a Tve wawi aroe.
❑K«p n�awA.r out ot aro wm-wevmt nnwx
�mY�afbn at n,..ource.cover eaposed wbs a
eoA a oons*udbn ma0erlals wdlh plwtic shseliny or
umponry roofs.9efore n ralns�sweep arw remwe
maEeAals fian awface�IAa ean to edxm dralna,
aseks,a chanr�ds.
O KNP vollWnb ort�xposad suAaas.Plxe traeh
eam�d recycprg rocepdccka around tlia s�s b
mirmlze Mtu.
❑CM�n�P Iwki,de�ps and atl»r sppb inmaMalNy
w tney do iat contamha0e soA or prounowat«w
Maw nsidue on paveA wrtaaea.Uae dry dar�up
metlioes whsnevx posslble.M you must uae wabr,
use jwl enough to keep tlis dust down.
O Cov�r and makM�b dunp�Ws.Plaoe aumps6�rs
und�r roots or cowr wiM�terps a pastic ahealny
a�cued arountl Me oubWe of IM dumpaler.Never
el�an out�OumpMer by hosip It down o�tlr
C011�UUCYOn 816C.
�s poNaDb Mieb aro�yood�stottn Ctaku.11�Wlce
I Wlc
9 ��G��-�
(rsQuentlY kr Naks.
MatsrlalsANtsta HandlMg
O PwcNet 8ourc�R�duction-minlmae vwste when
You orear mabrhle.Estlmate carafi�y.
O lbryN��:eMS ma1KWs.whsnever poaa�bb�wcA
as concreM,nphok�acraP mdal.sokeM�.
dsyrs�te+s�cleaisd wpemtlon.PaDer,rock�and
vahicb mai�Myna matarwls aud�as used oA,
a�6eez�,batbriec,and tirss:ypepy�
tor'sNo.
0 Uf�PO�of M wastes propaly.MaMfaM tl�at
eannot ba iecyclee mup Iw taken to an approprlete
rndli or dispoeee a as nazwou.w..ee.Newr
Wry wa�mabrWs or leaw tl�snt n Ihe etraat or
nsar a ueek a eheam bed.
Permtts
0 In atldkfon b bcal 9�F0���9 P���ri�
will nead to obdin wwnye under tl�e Shta'a
Geneisl ConsvucNon ActlMry SlamwaMr Parmn I(
rourconstruCtl0i1 db's dMW�b�d�rM toYY 5
acns w mon.M�formaUon m ms General Permk
an ba oDtaiisd kom the RegbnY Waber QusYty
Cantrd BoW.(TNa aihri�WiN d�erpe lo one acre
aa d Mar.2003.)
I�,�!�-
Landscaping,
Gardening,
and Pool
Maintenance
Landscaping/Garden Malrrtanance
0 Probet stockpYw and kndscapiny matxials
rrom.Me.na raN,by eariny snem undx
terpe Or securod plssdc aheeffnp.
O 8ch�duN grodMg and sxcavation prqecfs
drrinp ery wsan,er.
0 Ur temporary cpe�k dams or dfoeMS eo
dWSK run01(auvay ROm EtOrtn dfiin4.
O Probct s[orm dnins wttA sandbaps,pravsl-
fllNd baps,straw wattNs,or othsr sedMeM
controls.
0 Rs-vpelatlon fe an ezcelkM form W srosbn
conhd tor any aiW.
❑ Ston peaticidee,teRNhon,and othx
chemicals indoors or n a shed or sbraps
cabinet.
O IJs�p�stieW�s W�►in4h,eccord'ny ro
W
Inriructions on tAS IaWI.Rinse empty
con�Iners,and use rinsewaar as produd.
Dispose of rineed.empty cp�tainers in tha
t�h.Diapose of unuoed pMtiGdee as
nazaraous wasee.
O In Cupsrtkw,nalOMts ritli qpbsWe recy�eNn9
can collaet lawn,parden antl Vee trinmings in
ranlwub tobrs.YaNwasbe rrlY be cdlected
and eomposted by tlie cfl�a contracrore.
ResideMS aro sncouraped ro compost
yarwvatts on-sile thsmaeMse.Or mke
yardwaate to a hndfiN whxe it wiB be
CornposLeA.
(] Landscap�aoMactors should
t�k�d40��Be aM pnrninp weata
to s I�ndflll that eanposts y�M
wa�N(BFI's N�rhy laland and
Zankx Rd.IsndfiN are th�nearost).
0 Do pM Mrnr or nks Isevp Into
Ms strwt.
Storm Drain Pollutfon
hom Landscaping and
Swlmming Pool Maintenance
M�Mr Yndscaping�cW W�r exposs sois and
nusass Me Ikelhood Crt eulh and yardan
ehemicar w�run ofF i�o ths sbrm drai�s durtp
iripatbn or whan k roim.
SwlmmNp pool wab►containi�chbrine and
�PPer�a�ed egaecidee anou�a never bs
d�cA�ged to sbrtn drains.Thees cl�ernicab are
bxb b aquatic rde.
Poo!/Fountaln/Spa Mafntenance
Draininy pools or spas
VYhen R'a thns b draln a pod,apa,a(ountein,
plarae b�aun ro oll M�Cupsrtino Senitery
Di�trkt betore you amrt for iurthx puidence on
Ilow�a0e nstrktbns,backlbw preventlon.and
handling apacial cbwiiny wa�b(sucA as aeid
wa�h).Diceharps flows ahouid be kept to the bw
kvsls typksly possible tMouph a garden hose.
HipAor fbw nHSS may be prohibited by bcal
ordk�enca.
❑ Nwsr dlseAuys pool or spa rrabr ro a
•bNt or storm draln;dNCharys lo a
�ank�ry awv�r clMnout
O If poaWls,whsn emptying a pool or spe,bt
chbrin�d'asipaN for a few drya and IMn
recyclehauw water by dralnMp k gradwMy
onto a I�adacapsd arw.
O Do not us�eopp�r-ba�d�qaoeidaa.
CoM�ol slpae wRh chlaino or otlfu
alhemetives,such as sodium Dromitla.
Flker Geanlny
❑ Nw�r ekan a Akw in the sl�wt or�Nr•
sOOmA draln.RMss caArWpe and
tliazamecaoua earth fikers orMO a tltrt area,
and epede tM6x rosidue iMO aor.Ditpoae ot
spent diaWmeceoua earth in tM garbspe.
❑ M Men is n0 sulhble dIR ana,cep
Cupartlno SanMary Tor inshuctions on
diacAaryMp flker badcwash a�rinaewa6x to
tAe sanitary sewer.
Earth-Moving
Activities
Stonn Qrain Pollution
from Earth-�Noving Acqvities
EaN GcC�Vq110fl 8r�d 9fH3110 OpBf�iO[18 IOOBfi(1�f{�8
8ff101lRS Of 80��CBr1�OYY Of dOW kd0 BbOfRI
f�f8f18 YN19fl hlfldl9d�IIpfOPE11y.$9df►INIIS III ftX10ff
cen doo e0om,a�mrre�xnottier aquesc ife,a,a
dastroy twbltels in treala end C�e Bey.Elfetliv8
eroson oawa pr«�raauoa�ne am«,M a ru,ar
cYOaeirg a sMe an�d slav tfw Ilow wflh d�e['k dame or
rouBhenad�wd wKaces.
PtacEfcas Dulirtq CollsfruCBort
❑ Remove existing vepetatan orry when
� I1BOBlSMY. Plaflt iY111PO1�f�1
������,�a
vM�are oo�trtxxion ia rwt imrtiadiately planned.
0 ProMPt downsloPe draMage coasN�
str�ns.and storm dra(ns with watlles,or
t�r�porory draina9e swales Use chedc dems a
�ItCi1B3 t0 diV�R IY11o(f il'011lld�7[CSYatloni.
Refer b tlie Regional Water Qudity Contrd
Boa�d's 6aaiar and Sedbnent Contrd F'reld
Alerp�al for prvper er'osion and sedkneM aonlrol
meae�ren.
❑ Cov�r seo�kpilss and excavated aal with
�lWEd fa1pE W p188UC aF10Bhlg.
,'-���.:>ry,'';.:_.
«v,,, ;�
w' �— � � 1
The property owner and the contractor share 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.
Pdrk Ramoraf
n����
�P��D v mbcied In pkauc eop cJalhs a�d
apaee a a.onet,.
❑CMnded P�Yk delq�InY�etld�».and etipa
s�a�et nan nwY�s v�r�M,or pins
oart�M�Yw bW.m�neup or vleulyl tln mmt
bs 6�pord das har0ous rreMs.Lsed
hstl P�rennwl�qiiw a�alsaatlkd
oantr,ior.
O wM�hl�ptrpn�w�w�aler,tlodc�qmnd�
oti.a..ww�.,.a,eo.ane.n.ena.o.ea
Yio�00.Or.drdc vMh Gps1Yn SailrY
DMtid b flnd ad F you c�map w waam Me
�hwaler sW d�po��d R In a rMWy
..wv batn.s�pi�g am.w�hwalx may
be ieqiired.
0 YWMw�YrhanpiA�dbdl3ps
aarrWebd hNora/f7E cen aa�in liph
amoure d LNA,eren Ypeiq ddps aie rnt
P�Z 9eR�s I�au W}jn rtippir9 D�k a
�h�A�P�e�s.bq piR tar leed DYweler
Mlup p�Mit aaapYqs b a bcd IaDOnbry.
(Se�Yebw Pe{p�Nor a eq6saaYied
�Y.)
❑Mtlwaisbwspainton4�ed/4p,01fths
P�M�P��for lad.ebck abm
daMtt.CTwtic v�GoeNno Srilary Disuict
!o deermeis vinlhar you mey dbdr�p welx
b tln faiWy aw�,a A you mrf sed�
al/are for q�paaW aa h�do�e rarls-
Pa
Faint Di�poa�/delun w Don�Eion
O Di.pow d uiw.rsd�pu�d P.r.tlwmas,
sol�re�ies.Wes.and Geadiq 11Wm r
t�vrdo�a rw�Y(w�1hs&nd Buiiws
Flaaordow IM1faals Prpm:29�7300�.
0 Or RMim b auppNer.(tYnp�isd wns d pdnt
mry 6��b be reYinOd ChsC1c w�Ihe
verMa reYsdnD ik'UuY-�'P�Y�)
❑Oor�4 mcaees psnf(edl 28�7300 b donebJ
Roadwork
and
Paving
Ganaral BtAlnwa P►aCbicss
O 09�ebp end implarbrR e�otlo�k
�����,�
0 Sd�edule mcavalim a�d gadkp wak duig
�Y�
n a,ea�r«�,a n�w wa�y«��c
0 PeRoim m�jw�quiPowrt np�tes at
d�lQ1e0BE 21888 h1 YOUf rt1i16BfIBfloB ygQ
rhxe dean�q is eaeirr.Awid per(arrirg
�P�t rapeirs al canembion ai0ae.
o whan wn,.�,q«M+,er,veM1d�eq�ip„e�c
rtieinle�wiCe m�st 6e ckre an aiEe,desig�eiEe a
bcalon a�ay fiom erorm daeis ad creeks.
O oo not au aNw a m ndwieoh equpv�+t
Perb a dea�equprt�enl.
0 tiwyel!t18eA oi,oaiaele.bdmn eephe�,
11C.N11B11919f p0lCbIB�Of CMlpOle Gf pfOpBlly.
(ww`eteqdssk�'Ecan lar fst of r6CyCNrlg
���
A�fr�G6�Gonc�liwnoval
�
❑Avoid aeetirg ewceee durt rAen beelwg aepheR
a mrfele.
O AfEar b�eeking uD dd pauement,be we b
nlllnw�il drwla��nd piw.a MlIOD a1R!
hrdwn pavsnent does not aone n ca�h.ict
v�fU�tai�FaM cr nnoR.
❑VNIR�mddfg eMwls,lA!a6 Ytl19 w�er ee
P��Shore�Q va�ayn sa�at skrry aia
rcma�e ftam the dle Ca�er a pn�ect slam
am
tlrafn Y�le1s duing mr�abing Sn'eoP uP.efd
DroP�Y�d,al reeidua4
a��������
6iCI0Bd dA.11YB Y fffi9t 9Y�BBpBf Of v9t1111n
Uuck.Do not durp vearumed ifq�qr in elwm
Cratr.
Stom�Drain Po{lution
from Roaclworfc
rbaa peang,a�,+adrg,a,a p.ren�x�t�erno�e�
������.����
aPPdhriYSS Lor a�hlk,�t aknY�ar
eca�ed meladal b�bpiy aMr fbrtn tralrre.
6A�s pl�rwre ie reqi+ed b abra aid depoee d
n�ieN PmvaM and guwd a00irrt poN�m d
eaon baiis,c�aeks.ard 4ie Bay.
lkalq�.�/16bUC�0�fl
0 AYOid plvinp and�I watl�q ill vllt
rY�MN►,orMI1Bn rei11 b torerast,90 prer6lR
i16l11111��'�Ofll WIIIBL�(10 8671IIM�f
IIr10R.
O Cww and sM1 c�wir ane n�oM�
W1Bn applyyng eB�BI caa1,alurrY eeel,b9 aeel.
a e's�dar rre�b.
0 Ra�ect draM�s wrys by uip earR�dAaee.
aaM hqe,a of�x aaride bdvert a trap
ad}As rv�ol�.
❑Msver�aeh mooess n�iel fiom�ow�
app�omenlr a sYnYar hsetrns�fa into
a eueet a s6orm�an.CoIIe�Y and re�ycJe,ar
dep0�e b drt ales
O Cw�r�locMpllas(aephalt.san4 ek.l ad
Otllef o0flSD11di0n RIYAEfIYIs YNC1 P��P�
�������,
lempOriy rods or plalle slleel4 ar10 Oertl�s
O Parlc pavinp m�elW�es orer drip p�s a
ahea�e�rt meleiial(Uof4�S,dn)Eo rrlch
Wps wlMn not F uaa
❑CIl�1 tq i��p�s ald IMIi LLSflg'dY
rMtn�(vdM a6�aberd nulalak anNOr
����ed��P�De�N�
0 CoMeG erd recyCle a aPP�+�N��
eoaoees al�eeive gra�d a send???
O Avdd aer�pp�ce6on by waMr bucls kx Aist
�.
CONSTRUCTION BEST MANAGEMENT PRACTICES
Fresh Concrete
and Mortar
Application =
Storm Drain Pollution from
Fresh Concrete and Mortar
Applications
Ftesh oonae6e and ceme�t-relabad mortsrs
1�18d YYaEFI�110 f8k96�BOB�,O�98tUB�
8f@ bXIC bD�1 BIId 1h8 aQU811C
envlrorunent Dbposing of Biese ma�
to the sEomi drain.s or creeks can bbck
atortn draina.causes seria�a problems,and
is prahbiled by law.
('alvllM BusJness PiacEiCes
❑WesA out aaw�aeb mixas anly Y�desipnrted
wa�hout a�ws n Yau Yard.a�'eY fiom abrtn
��d rralerwaya,where tl»watx rrBl Ibw
iilo a bmporary wasbe pit in a dirt area.Let
wahr peroole[e ttrouph soil aM dbpose o/
aetllad�hYrdYfled aorklals as ya(bepe.
VN»nsver ponbk,ncycle wwlwut by
P�P�9�dc hEO mbcera for rei�e.
❑Wah out el+ulw o�o Qrt arees that do not
90W b th991a Or d�ainf.
❑AMnprs�eo��bdh dry and net materlWc
wM�r eov�r,pralecbd from rainfa�and nxiott
Y O}�
and away fian slorm dreins a wabways.
Profoct dry maMri�hom wkid.
u s.cuw wo,a e.m.ee o}ler a�,are open.
8e wrc to keep rM�bbMm oaneM powder
away Uam stmla,gutkrs,sFOrtn drolna,
ranfaq.and runot�.
❑ Do not ws dNasl fuM as a IubACant on
concrs6s tortna,4ods,or traiers.
Dewatering
Operations
Storm Drain Pollutlon
From DewaterFng Attivitiss
CoMSmfnatod grourKlwaESr ie a common Drobbm In
ths SsMa Ckra VaNey.DepanOing on aol typea and
sme hietory,yroundwakr p�nped from conafn�ctlon
si6es moy be contaminated wflh toxtcs(6ucli as oM or
uo
soWeMa)w leden wth setllments.My ot thesa
poNUfants can hartn wNd/te In creeks or Iho Bey,or
irHartero wMh waaleira6er treahnaM plont operotion.
DiscM�rylnp sMpnenl-laden watar irom a
A�wabM�p sMa Mto anr wr0�r oi M� �t�
wMleout tnatm�nt b proheMrd_
1.Ch�ck/or Toik PoUubnts
❑ CAack for odon,dbcobndon,or an oty
shNn on proundwatmr.
❑ A�k your buAdlny inepector wheihe�the
yroundvrater must ba tested.
❑ It wnUminatbn b susp�ctsd,have thc
water tested by a cer6Tied laboretory.
O Depsnding an Me test reaults.you may be
�dowe0 to diseharpe pumped groundwNer to
tll�stortn dnM(M no setlkneMs pressnU Or
sanitary s�w�r.OR,you may be requksd to
wN�et and Maul pumped grounCw�ter otfslb
for treatmont and dbposal at an appropriate
troalment rocYtty.
2. CA�eAr!or SWJwrsnt L�rela
C] N fh�wabr Is cl�ar,tAe pumpinp tlme Is laae
than 24 Aoun,and the fbw rete ia bas than 20
gaibns per minuGe,after recelvinp tAe approval
ot 1M city Inspacmr,you mey be allowed to
pump water to ths sUtat or aEorm dnin.
❑ M Ma pumping tlmo Is mon Man 44 Aours
�nd!hs Aow a!�areaNr th�n 20 ypm,eall
Cupertira Sanitery,253707t.forguidance.
O M Me w�ter Is aot cN�r,sol(da must be
Wterod or ssttlsd oul by pumping Eo a setdiny
tank prior Oo dfscharys.
Optlone tor�tering indude:
- Pumping tlmougA a p��(onbd p�p�awdc
part way fMO a smaM pit flIW wHh grevel;
- Pumpiny trom�buek�t placsd berow
weter bvel uslny a suDmerslble pwnD:
- Pumping thnwg�a flkrring d�rie�sueh
ae s ewimmirty pool filler or 11ker feMic
wrapped around on0 of suction pipe.
❑ wn.n a�.eearpMp w a smrm a►a�n,v�aea
the Inlet usfnp a Darriar of burlap 6aga 1Ned
wlth dnin rock,or covsr inlst vHth MRer fabrk
anchored under the prote.OR pum p watar
through e yraaay awata prpr to dfscAarqe.
�����
❑ Don't mlx up mon henc�onente a eament
tl�an you wil use M a two-har period.
O Set up and op�rae��uw�mmas on arps or
�u
�r a�c a�cv aoma.
O WAen deaning up aA6er tlrtveway or siderek
constrt�lion�rrwh 1NNS oe6D dkt anws,not
down tlie driveway a inb 1M s6eet or Kam
df9Yt.
O Praaee appur,atbns d trean concreee and
nrortar fram wlntYl ar�n�notf u�W Uie
u�W
m8E0fli�l fW6�iEd.
0 Wash down�po�ed a90rp�b concrNa
onty wNSn the wasMvaber can(1)1bw ortb a
drt arsa.(�drain mto a bertned suriace irom
v�hich it pn be pumpBd 8nd disposetl of
WoD��Y,or(3)be vscuumed fran a r�tchment
crealed by blockinp a sbortn Main inlet If
IIEf;epYly,d{1/!�i flIf10((1llilfl bpRlpp�8ly b9Itt15.
AAalce sure�unoR does rat reach puttxa a
seorm Wain.
❑NIIMn Dre91cin9�D P��,be sute to pidc
ip aM Me pieoas and dlspow oT p�op�ry.
Re�yek Ixge ch�xika of broken concreb.See
rrww.reduoe�r�el�aro tor IMo on recyclera.
0 N�wr bury was/e male�d.UiaPwe of emal
amounts d exce�dry oo�ae6e,giout,and
morfar in tl1e hash.
O Nerer dfaposs d waNaut Inm the atreet,
aborm dtakis,dreinape d�chee,a streana.
H eavy
Equipment
O,peration
Stormwater Pollution
from Heavy Equlpment on
Construction Sltes
Poa+�ly maintained vehicles and heavy
equipment that kak fuel,oil,antifreeze or
otheifluids on the conaiructlon aite are
coromon sourcea of storm drain pollution.
Prevent apllla and leaka by isolaNng
equipment from runofr channels,and by
watchinp for leak�and othermaintenance
problems.Remove construction equipment
irom the aite as soon as possible.
Sits Plannfny and Preventive Vehlcfe
Malntenancs
0 D��ipnata on�ar�a o(the conatructbn site,well
away from streams or atorm Qre�n Inleb,for auto
and equipmenl parkinp,rofwlinp,and routina
venfcle and equlpmant malntenoncs.Contain
fhe arsa with berms,sand bags,or oMer
barrMro.
O■aintafn�11 v�hlcl�s and heavy squipment.
Inspect freQuently Mr and reDOM�oak�.
C1 P�rforw mrjor malM�n�nc�,repalr jobs,and
vehicN snA�qulpm�ntwashMp off-slt�,where
¢leanup is aasler.
❑ If you must drain and reD�ace motor otl,rad+atot
eooWn;or ot�er flulds on site,uaa Arlp pans or
Arop eloths m eateh drlps and splll�.Colteet
■11 apent flWAS,sWre In sapante containsn,and
propoAy dlspose oa hazardous wa�te(nrycM
whensvsr possible).
O Do not us�df�sN oll to lubric�to sQulpment
parts,or clean aqulpmsnt.Use only water for
•ny onsite cleantnp.
0 Covar oaposed Nkh wb�N httoMs tnd other
oily or groaay epulpmsnt durinp rain aventa.
SpJll Clesnup
U CNaa up apllta Imsadlably.
C]Nsv�r hosa down'dirty pavam�nt or
imp�rm�abb surfacas where flulOS havs splllad.
Us�dry el��nup m�Mods(absorbent
matertalt,cat t1Uer,an0/ar raps)w�enever
posslblt and proparly diaposs of absorbent
m abria lt.
❑Ev���p up epille0 tlry materiak Immedlately.
Never attempt to'wash them away"wkh wat�r,
or bury them.
0 Use as Iltds waUr�s posstpN for dust control.
En�uro waMr us�d dossrtY laave eIM or
d�scharBe to storm tlnlno.
D Cl��n up spllls on dirtareaa Oy digpinp up and
proporly dispoainp of cantamin�te6 sofl
O Call 971/or signlfleant sqilb
0 If the splll posea a sipnHlwnt hazard M
human health end salety,property or the
s�vironment,you must alao nport tt to ths
State Office of Emsrgsncy Services.
Smalt Business
Hazardous Waste
Di�posat=Prgm
Businssses that generate less
than 2�gallons or 22D pounds
ot hazardous waste per month
are eligib�e to use this program.
Ca11408-299-7300
for a quote.
p. ,.
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Tel:408.203.4686
/408.726.0017
ISSUANCES
No. Description Date
1 PLANNING SUBMITTAL 12/21/2011
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ELECTRICAL
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/408.726.0017
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� ISSUANCES
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� � 1 PLANNING SUBMITTAL 72J21/2011
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NOTE:
ILLL ATTIC VENTILA710N CALCUUTIONS TO BE
VERIFIED FOR ACCUR4CY BY ROOF
CONTRACTOR/GENERALCON7RACTOR PRIOR
TO CONSTRUCTION
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1370 RAMON DRIVE,
SUNNYVALE,CA 94087
Tel:408.203.4686
/408.726.0017
ISSUrWCES
No. �Desaiption Date
1 .PLANNING SUBMITTAL , 12l21/2011
Checked By: Checker
PROPOSED
ROOF PLAN
Drawing Scale: As indicated
Jab No.
A-2. 1
1 NORTH WEST ELEVATION
1/4�_���«
WATER TABLE �V
EXTERIOR STUCCO FINISH -GAF TIMBERLINE HD LIFETIME,COMPOSITE --- PAINTED GUTTER AND
TOP ROOF RIDGE LINE THROUGHOUT,TYP. ASPHALT SHINGLES,TYP. FASCIA,TYP. �
BEDROOM _ . __:
PLATE HEIGHT
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ISSUANCES
No. Description� Date
1 PLANNING SUBMITTAL 12/21I2011
Checked By: Checker
PROPOSED
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Job No.
A-3. 1
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SUNNYVALE,CA 94087
Tei:408.203.4686
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FIRST STORY ENVELOPE, ISSUANCES
MEASURED FROM
PROPERTY LINE,TYP. No. Description Date
1 PLANNING SUBMITTAL � 12/21f2011
30 YEARS ASPHALT SHINGLE
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TYP.
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FLOOR,TYP.
Job No.
A-4.0
FIRST STORY ENVELOPE,
MEASURED FROM
PROPERTY LINE,TYP.
30 YEARS ASPHALT SHING
ROOF,TYP.
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R-13 BATT INSULATION AT
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TYP.
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SUNNYVALE,CA 94087
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Tel:408.203.4686
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ISSUANCES
No. Description Date�
FIRST STORY ENVELOPE, 1 PLANNING SUBMITTAL 12/21I2011
MEASURED FROM
PROPERTY LINE,TYP.
R-30 BATT INSULATION IN CEILING,
TYP.
R-13 BATT INSULATION AT -
EXTERIOR WALLS,TYP.
3-COATS STUCCO OVER METAL
LATH OVER(2)LAYERS GRADE -
"D"BUILDING PAPER OVER 1/2"
PLYWOOD.SURFACE SATURATED
DRY WITH CONTINUOUS WEEP `
SCREED,TYP.
MANUFACTURED STONE CLADDING,
SEE ARCHITECTURAL DETAILS
R-19 BATT INSULATION UNDER
FLOOR,TYP.
MANUFACTURED Checked By: Checker
STONE
CLADDING
BUILDING
SECTIONS
Drawing Scale: 1l4"=1'-0"
Job No.
A-4. 1