R-2010-12b OFFICE OF COMMU�IITY DEVELOPMENT
CITY HALL
10300 TORRE AVENl1E • CUPERTINO, CA 95014-3255
� �„J p � �`�' � �J p (408) 777-3308 • FAX (408) 777-3333 • planning(c�cupertino.org
September 1, 2010
Mr. Fred Dabir
6572 Northridge Drive
San Jose, California 95120
SUBJECT: RESIDENTIAL DESIGN REVIEW A CTION LETTER - Application R-2010-12:
This letter confirms the decision of the D irector of Community Development, given on
September 1, 2010; approving the constructi��n of a new 2,119 square foot, two-story single
family residence with a 1,129 square foot bas��ment located at 10207 Orange Avenue, with the
following conditions:
1. APPROVED PROTECT
This approval is based on a plan set eniitled, "Custom Home, Mr. & Mrs. Chou, 10207
Orange Avenue, Cupertino, California" c�nsisting of sixteen (16) sheets dated June 2010;
except as may be amended by conditions 'vl this resolution.
2. PRIVACY PLANTING
The final privacy-planting plan shall be r��viewed and approved by the Planning Division
prior to issuance of building permits. If existing tree(s) is used for privacy screening, a letter
from a certified arborist shall be submitte � confirming that the tree(s) is in good condition
and is appropriate privacy protection in ar.y season.
3. PRIVACY PROTECTION COVENANT
The property owner shall record a cove�iant on this property to inform future property
owners of the privacy protection measures and tree protection requirements, consistent with
the R-1 Ordinance, for all windows with �iews into neighboring yards and a sill height that
is 5 feet or less from the second story finished floor. The precise language will be subject to
approval by the Director of Communit�� Development. Proof of recordation must be
submitted to the Community Developm �nt Department prior to final occupancy of the
residence.
4. CONSULTATION WITH OTHER DEPAR'I'MENTS
The applicant is responsible to consult with other departments and/or agencies with regard
to the proposed project for additional con��itions and requirements. Any misrepresentation
of any submitted data may invalidate an approval by the Community Development
Department.
5. EXTERIOR BUILDING MATERIALS/TRF ATMENTS
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 resenible 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 modifi�=ation approval with neighborhood input.
6. NOTICE OF FEES, DEDICATIONS, RESEIZVATIONS 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 :he 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 Eile a protest within this 90-day period complying
with all of the requirements of Sectior 66020, you will be legally barred from later
challenging such exactions.
Please be aware that if this permit is not used within two years, it shall expire on September 1,
2012.
Staff has made all the findings that are requir �d for approval of a Two-story Residendal Permit
as required by the of Cupertino's Municipal C:ode, Chapter 19.28.100 (D). Also, please note that
an appeal of this decision can be made withi114 calendar days from the date of this letter. If
this happens, you will be notified of a pu�lic hearing, which will be scheduled before the
Planning Commission.
i
Reviewed by: Gary Chao, City Planner �-�,,Cl'
Sincerely,
Traci Caton
Planning Department
City of Cupertino
Enclosures:
Approved Plan Set
Cc: Mr. & Mrs. Chou,1972 Annette Lane, ]�os Altos, CA 94024
Mr. Robert Harvey,10300 Orange Avenue, Cupertino, CA 95014
Ms. Evelyn Repetti, 21800 Orange Avenue, Cupertino, CA 95014
Mr. Bruce Roberts, 70 South First Street, San Jose, CA 95113-2406
G: � Planning � Minor Residential � R 1 Approvals � 2010 � R-2010-12 f ctionletter.doc
t��%'VNER: 1��IR. & l�IRS. CHUU
ADDRESS: 1020'� URANG� �VENUE
CUPERTIl'11(J CALIFURNIA
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CONSULTANTS
S_T__RUCTURAL ENGINEER :
ENERGY CALC_Ul..ATIONS_� TITLE 24 � :
CNIL ENGINEER:
SMP-ENGINEERS
SAEiL) RAZAVI
1534 CAROB LANE
LOA ALT08, CA. 94C24
PH: (660 ) 941 8065
FAX: (860 ) 947 8T68
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RWL RAIN WATEA LEADER
RTS RUBBER TOP SET BASE
5/GD 3iNK Wi GARBAGE DISPOSAL
SH. ENCL. SNOWER ENCLOSUAE
T.G. TIME CLOCK
U.O.id, UNLESS OTHERWISE NOTED
TYP. TYPICAL
VGDF VERTICAL GRAIN DOUGLAS FIR
VVMP WATERPROOF MEMBRANE
WD WOOD
WDW WINDOW
RM ROOM
W.W.F. WQVEN WIRE FABR{C
GYP. BD. GYPSUM BOARD
H.B. HOSE 818
M/C MEDICAL CABINET
MTL. METAL
GAL. GALVANI2E
N.I.C. NOT IN CONTRACT
O.F.S. OUTSIDE FACE OF S7UD
O.C. ON CENTER
CL GENTER LINE
PL PLATE
FL FLOOR
PR. PAIR
R/A RETURN AIR
REFRIG. REFRIGERATOR
R/O RANGE / OVEN
F.F. FINISH FLOOR
EX.. EXISTING
CL'G GEILING
BLD'G BUILDING
DWG'S DRAWINuS
JST JOIST
BM BEAM
HRD HEADER
INSUL. INSULATION
SYMBOLS
� DOOR SYMBOLS- SEE DQOR SCHEDULE
��' WINDOW SYMBC�L- SEE WINDO'vV SCNE6Ul_E
�,� INTERIOR ELEVATION SY�ABOL
5R40KE DETECTOR
TV OUTLET
� PHONE OUTLET
I._I�j INTERCOM STATiON
�i� PUSH BUTTON
L�Cx CHIMES
;�q; MOTOR
' FAN
DUPLEX OUT"LET
SWITCH
r SURFACE MOUNTED tIGHT
H.ANGING LiGHT
�! RECESSED LIGHT
�--- FLUORESCENT L�GHT
� COMPUTER JACK
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ARCHITECTURAL
A.1- COVER SHEET
A.2- SITE PIAN
A.2a- PRIVACY PROTECTION
A2b- LAND3CAPE SG1F. CALCULATION
A.3- FLOOR PLAN
A.4 SECOND FLOOR PLAN
A.5- BASEMENT PLAN
A.6- ROOF PLAN
A.7- ELEVATIONS
A.& ELEVATIONS
A.9- BUILDING SECTIONS
A.10- BUILDING SGtF. CALCULATION
A.11- DEATILS
A.12- LANDSCAPE SCIF. CALCULATION
CIVIL
C.1- GRADiNG AND DRAINAGE PLAN
C2- GRADING AND DRAINAGE PLAN
C.3- GRADING AND DRAINAGE PLAN
S� ���I�I� AR�HiT�C� I�I��
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PROJECT DATA
LOT AREA ( GROSS) ......................................5,000.00 SQF
LOT AREA ( NE� .............................................4,750.00 SG1F
PROPOSED LOT COVERAGE.........35.1496 a 1,66928 SQF
ALLOWABLE FLOOR AREA .................45% @ 2,137.50 SG�F
PROPOSED FLOOR AREA ..............44.849�� 2,130.31 SC�F
EXISTING BUILDING (to be demolished)............741.69 SQF
PROPOSED BUILDING :
--- ---------- —
FIRST FLOOR.........!ivin�,area .....................1,114.32 SC�F
SECOND FLOOR ............................................602.69 SQF
GARAGE .........................................................413.30 SGlF
TOTAL FAR........2130.31 SGZF
TOTAL FIRST FLOOR AREA .............................1,507.13 SG1F
SECOND FLOOR ..(!".ax..as ��,n; .sg�a� SQF
BASEMENT ......................................................1,128.96 SQF
COVERED PAT10 ................................................141.66 S�F
PARKING SPACES ..................................2 COVERED
EXISTING USE : FiESIDENTIAL
TYPE O� CONTRUCTION ...,...., V-8
Of.:CUPANCY GRQUP :..................H-3
NO. OF STORIES .............................2
ZONING DISTRICT :............. ........APD
APPLIGABLE CODES AND REGULATIONS:
CFC 20Q7, C.B.0 2007 C.M.0 2007, C.P.0 2007, C.ELEC.0 2007,C.ENERC.GY ^. 2007
AND ANY O'THER RPPLICABLE LOCAL AND STATE IAWS AND fiEGULATiONS.
REVISIUNS � BY
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DRAWN:
G.D./ F.D.
CHECKE��
G.D.
DATE
JUNE 2010 _
5CAlE:
JOB NO.
SHEET
A.1
OF SHEETS
TECHNICAI, RESEqRCH AND INFORMATION
To prmide bui<de�ign informacion on �he IINI Eco-Srone"
Pa�ing Sysmm, UNI-GROUP U.S.A. sponaorcd preparnion of
chc report °Dman Couidna�ronr Fo. The UNI Ero-cion.�
f nnrrr Paw."by no<ed U.S. pavemcnc daign �u<horirics
Raymond S. Rollings, Ph.D., P.E., md Marian P, Rollings,
Ph.IJ., !'.E. The report con�aina basic d<sign comidcntions,
spccifica[ions, applin�ions, and relerenccs and concludes �h�r
�hc UNI Fio-Srone< Pa�mg Sys�em is a highly Func�ional
piv<men� w�hich oR<rs major <n��ironmcnral ben<f �s and, when
properly devg�l, wJl accommociaec virrually any cn�c load or
daign s�arm,
The resnr<h confirms char UNI Eco-$ronc^ s a versa�ik �
pralucc, providing dcsign prokssionalx, dcvdopen, IanJ
planncrs, rcgulatory agencis, and environmen�al commissiuns
wirh ncw op�ion.� for scormwaccr managcmcn� and water
conscrntion. UNI Eco-S�onc° prcscn« ncw possibili�ies in
p�vemrn� surf�tt waccr mncrol to mcei rcgulacory mandarcs,
pottniially rcduce rhe siu or necd for spenal uormwater runofF
(acili�ies, and reiuce or <limina�e downs�mm flooding. In
addiuon, UNI Eco-Sron<m rs an rnvironmcnally-bcncfciai
p�ving sys[<m cha� u�ilixa inf Irncion ss a na�ural way �o handlc
smrm runoff, mnscrve roinwa�er, rechargc groundwa�er:ronyrc,
�mprave wa�er qual�ry, and mi�ig�« poliurion impaci on
surround�ing surFace wa«rs.
Furchermurc, UNI Eco-Sconc' will bc cus� efTacivc, allowing
more eliicicn� uzc of availabl< land cha� o�hcrwise wou�d noc be
dcveloped due ro�cquircments for stormwacer mrntion nr by
limincion� on how much impernous ara �s allowed on a sice.
Con of compliance with many rcgulatory manda�cr For
stormwater managcmrnt cnuld significancly de<reau wich the
usc of UNI Eco-Smnc�. This produa givo �he duigner i cool
�ha� an bc uscd in a wriery of w�ys �o �ddrcss srormwuer
anagemenc problems �nd dc<msc thc cnvironmcntal impan
o(land d<velopmcnt.
ENVIRONMENTAL CONCERNS
I n m� ure, a r��mar k� b le eco-�ysiem o f bogs, wcdan ds, f resce d
arcas. and undulating r<rnin work togc�hu ro providc a nacunl
mans fnr �hc inFl�racion nf r�inwarer back into ihc canh. for
mi�i�niing runot F, �ancl ior rccrn�iun oF sconnwaccr.
As we con�inu< eo deveiop our IanJ rewur<cs, many of rhese
nacunl sys�cros havc been rc�lac<d ur alicrcd co che cricni ,ha�
uormwarc� manag<menr ��nJ yrourJw��cr recharge ha�e
become major iuues in many artas ef ehc coun�rv. q new
philowphr of swrmwa�er managemrni ��x emerging chrough �hc
combmed e(Fona of go��m��,g.gencies, which provide pol�nrs
anJ guid<lina, and �he prnf<s�ionals responsibie fer �h< dexign
and consrruc�ian of uorm dninage faciliiies. Thur (aciliries
rhrwc��o no� nniy and pmperry, hu� also co��hc cnviran
men�, can be elimina�ed.
Public works, rngmccring proFc::�onals, and mnserv��io� com�
mu�inns.re now ex�ilorinR �Irerna�ive derebpmene pn<�i<u
und arc wnrking wi�h dev<lo�er�, con�nc�ors. and mnsul�anrs :o
limi� inernud impervious surfaus and reduce srormwaeer
runoli. One wry of rrducin� che im�x� oF developmen� on ch<
environmrn< is �he use of porous or pervious pavemrnn.
Tndicional asphatt and mncrcrc surFaccs arc daign<d ro bc
�rmally impumnbie, wid> >mrmwa�u �:�nnff oFccn mi�iga�ed
�hruugh �he use uf dcainage o. deern�ior. sysiems. Pomus
y�vemen�s, haw<vcr, arc daign<d spccif<aliy co rcducc, or in
wme caus elimina�e, �hie n�nofl�and dirar �hs replenishing
bcnefiu oFninwarer n�mnliy �r,�o �h� g�o�od below. Crh�a of
uni(orm on-sit<d<ceneion nnphuize the impornnce of inFl�n-
iion inro �he gruund as �hc log�c�t way o( handling c�ormwaccr
zince ic would thcn concrifn�rc �o groundwarcr rcchargc, proviAc
normal basa� ilow to surrounding sereams, and improve �hc
wa<er qualiry•.
UNI Eu�-Srone� ie manufac�urcJ co qST"M (:-73G
�pn:ifcacions u convcncional solid con..... �..�ir paven and
posscaus [he samc ��reng�h, w�he�ia, and d�nbiliry, ye� �Iw
has the added fexure of permnbiliry. The permabiliry oF UNI
Eco-SronC is achieved by �he arca oF �hc vo�ds crnced by i�s
no�chcd du�gn. Mcasuremcn�s of a rypic.l UNI Eco-S�one�
pav<r and buic physinl chan<ceris�ic� ar< shown in Figure I.
F�ure 1
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Phrilul Chn�dMNk�
HeiqhtRnickness 31�8' e 80mm
wam n�,o, a in� _ �iemm
Le/qM Apprax. 9' . 270mm
Number of slon.ea per sq lt . ].55
Perpn�aye M voitl area per sV fl : 12.78�1
conqw.nbn .ne w�w�.�yun
UNI Eco-Slone• 7s maES ham a"no-slump' concre�e miY. Made uMa
eqreme preasure antl hgh-Irepuency vbrations, UNI Eco-StaM has
a miMmum comprecpw strenpil� o180W pci, a maximum weter
eESOrption ol S:G, anA will rneef q ercead ASTM C�936 antl Ireeze-
Vbw lBSlirp per SeQfon 8 07 A$TM G87.
The void ar<a of �ht UNI Eco-Scon<° pavem<nr i� crnced when
chc paven arc insnlled (Figurc 2). To providc i mble pavcmn��
sunc�e and 6cilin�e ninwater inFilcntion, rhe roid ar<a of che
UN[ F.co-$ronc� mus� bc filled wi[h a gnded aggregx< suinblc
for th<projec� panme�ers (Figure 3).
f'Idl(f[ 1 '
Figurr 3
Srone+ P�vinK Sysrcm, an �nnovui�e, environmcn`ally-bene
f c i a l s y:� c m d e s i g n< d � o m i t i g i c e s ro r m w a i e r r u n o f}, �� w d � a s
provid< � mnhod for incrcucd grou�dwaur «fhargc and(or
srorage for fu�ure usc Winc �oncem for che enviranmenc �nd
thc nrch's resour<es a� �n all-timc high, chc UNI Eco-Swnem
Paving Sysc<m ofkrs goveming ogencia. <nginars. arcniceco.
d�dopers, and Iand planners �n il�cman.e ro mA���o��l non�
permcablepavemrnrs. UNltco-Smne�'rornbinesrhedun-
6iliry, scrcng�h, qualiry, and r<li�biliry o(UNI° in�<rlaking
concreie paven wlrh a new high��ech design dr�clnped I�r waecr
..onserva�ion and runoff convoi.
Features oftbe flNl Frn-.CmnP I nh1.. Co.r.«.
• The unique, paunted dtrign (ratum funns!-(ikr
oPeninsr in rlx pacrm<nt lurfnc< vihi�b fariliru
, minuxr�r infiltration, rhanbJ� n6utircg or rlimrnaring
rtormu+atar sunoffand maximvangdrounAmaar
mhar� and/os rwrcge
• Leuenr or diminam darunrtream floodina renam bed
and Gank rrorion. and rnitigarn potlrtion impan on
iwm>un�ing furfan u,atm
• Drcreara projrrt raa by ndating ar diminatir�
dminaar and rrrmdan �vtrnu rrquind by imPermrab(c
pevemrna and ndura con ojmmpGann with many
rrormwctrr rcgu(ptory requirrman4
• Pnmid beqn land•wr ylannin$ al�owing mon
effidrnt wr ofawilabltlandfor�tau.aonomic ualur
•!'rovidn a highly Junb4, yrt pmn�ab4 pn�rmrnt
rH•fue capable afsupporring vebin�Grr loadr
Vr�mno S�"um
THE UN[ ECO-STONEm PAVING SYS"TEM
For over )5 ynn, segmenul eon<rc�e uni� pavers h�.e been a
prov<n paving naicrni For a widc ve�iery of appl�in�io�is, offcr�
ing uniqu� aduaniages such us resis�anu in severe Iwds, Fleai-
biliry of rcpair.low main�en�.nce, e.ecpcion�l du�ab�iliry, and
mnsutcntly high qualiiy.. As mcmtxn of chc m�ion's Inding
concrcrc pa�cr produccr organiarion. UNI-GROUP U.S.A.
� m�nufac�urcrs arz eh< induscry's eaperts, aledioced �o �he high-
es� level olqu�liry manufac�uring, rechnical exper�ise, and
nngoing pmduct rcsnrch anJ Jcvclopm<nt.
� In rcsponse co �hese racn� environmennl conceme, UNI-
CROUP U.S.A. announcez rhe d<v<lopm<ne o( �hc UNI Ero-
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I.OT AREA ( GROSS) ......................................5,000.00 SQF
LUT AREA ( NE?) .............................................4,75Q.00 5QF
pROP�JSED LOT CC4ERAGE.........35.14Y = 1,669.2E� SQK
ALLOWABLE FLUOR AREA .................45% = 2,�37.50 SQF
PROPOSED FLO�R AREA ..............44.84%= 2,130.31 SQF'
�kISTIhG BUILDING (to be demclished)............741.69 SQF
PROPOSEQ @_UILDI�lG :
FIRS? F'LOOR......liv,i.7fl..Pf.@P ..........................1,114.32 SQF
SECOND FLQOR ............................................602.69 SQ�
GARAGE .........................................................413.30 54�
—.�._
TOTAL FAR........2,130,31 SQF
TOTAL i'IRST FLOOR AREA .............................1,527.62 SQF
SECOND FLOOR lmax,.�5.�f..vt.J,�+..+.��.=4A?.42..sa1,1,.........6�2.69 SQF
BASENEN7 ....:.................................................1.128.96 SQF
��4CRED qcTiO.,..,....,:�,...... ............. ...........!41.65 SQF
PARKING SPACES ..................................2 COVEP,EO
EXISTING USc" : RFSIDENTIAL
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OESCR/PAON DESCR/PT/ON
AB AGGREGAiE BASE (CLASS AS NOiED) LP �OW PqNT
AC ASPHALT CONCREIE IAON MONUMENT
AD AREA ORAIN OG ORIqNA1 GRWND
BC BAq( OF q1RB PB PULL BOX
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BOW BOTfOM OF WALL
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R,P/� PROPERTY LJNE
aw aAC� o� w� pp pp� pp� GENERAL ND TES
� �� � �� PERF PLASi1C P£RFORATED PIPE
� GARAGE FlNISN f100R (8Aq() p$E pUgLIC SERNCE EASEAIENT 1. All work shalf be in accordance with the State of Califomia Department of Transportation
/L ���� PVC POLYVINII GiLOftIDE Standard Specifications (doted July 1992), Standord Plans (dated July 1992), and City of SANITARY SEWER NOTES
GSW CaITERUNE SWALE R PoGHT OF WAY Cupertino Stondard Details. The Contractor shall perform the work described in the
CO G.EANWT R('�,P REINfORCED CONCRElE PIPE specification, and as shown on the drawings, and to the satisfaction of the City Engineer.
CP CONTROL PqNT $p I STORM DRAIN 1. pll work performed shall be instolled to manufacturers specifications and ali work sholl comply
OWY DRf4EWAY 2. The Controctor is required to notify the Public Works Inspector two (2) working days prior to
5[111H STORM DRAIN AIlWHOIE re uirin an ins ection. Two 2 workin da nor to installin ermanent stri in the with all current local, state and federal re uirements.
DI DROP INIET 9 9 P �) 9 YS P� 9 P P 9. 9
SS SANITARY SEWER UNE PP P P P� 9 Y Y P P
OUTE DAYllGHT Contractor shall call for review and a roval of the ro osed stri in b the Cit Traffic 2. AII work shall be constructed in accordance with these Ians and the Standard S ecifications of
0.CT ELECiRIC �H SANITARY SEWER IAANHOLE Engineer. The City shall have the right to make chonges in the locotio�s of the alignment of the Cup�tino Sa�itary District.
sw ��wnix
EP PAVE)A T lane stri es and avement markin s. - i nc with the
E�E OF EN ELEVA¶ON TC TOP OF CURB p P 9 3. All excavation and bockfilting within street right-of woy shall be done n accordo e
EUC EUCALYPNS TREE � Tpp pF FWNDATI�I 3. All underground utilities shall be installed and odequately backfilled before placement of the requirements of the Engi�eer of the public ogency having jurisdictio�. Encroachment Permits shail
(E),EX EXIS7ING T08 TOP OF BANK base materiol and surface structures. If utilities are to be instol!ed subsequently, a written be obtained and o copy shall be o� the job during construction.
ff FINISHW FLOOR TOS TOE OF SLAB notification from the affected utilit com an indicatin its commitment to bore or tunnel shail be
FG flNISH CRADE TOW TOP OF WALL y P Y 9 4. Fill material shall be compacted to a minimum of two and one half (2.5) feet above the top of
submitted to the City Engineer before proceeding with the work. Underground utilities, except
h?� FlRE HYDRANT Tp Tpp pF p�pE pipe elewtion by methods that will not domoge the pipe or substituted with gravel w one (i)
FL f�OWUNE storm and sanitary sewer, will not be permitted in pavement orea, with the exception of st�eet
UG UNDERGROUNO GAS crossings, otherwise specificoliy approved and authorized by the City Engineer. slurry mix. Fill material must ottoin a minimum of ninety five percent (95%) relotive compaction,
FNC FENCE USS UNDERGROUND SANITARY SEWER as per State of Califomia Standard Specifications.
FOG FOG UNE UST UNDERGROUND STORM DRAIN 4. The Contractor shall have al� of the utilities, underground mai�s and services that moy
� �� B�� UT UNDERGROUNO iELEPHONE conflict with the roject, located in the field. The Contractor shafl contact Underground Service 5. The District Engineer sholl be notified two (2) working days in advance of starting construction
GFf GARAGE FlNISHED ROOR (fRONT) UW UN�RGRWND WATER Alert (USA) two 2) working days in advance of any work, for location of the underground on this project , 20065 Stevens Creek Boulevord, Building C, Cupertino, CA 95014 (408) 253-7071.
GUY GUY WIRE VCP V1iRIFlED CLAY PIPE facilities, at (800 642-2444. At that time, traffic plans, encroachment permits and the sewer diversion plans shail be given to
HP HIGH PqNT WL WHITE UNE S7RIPE 5. All trench backfill, fill areas, and base moteriol shall attain a minimum 95 % compaction os per the District Engineer. Sewer diversion plans shali inGude sewage bypass and emergency plans.
IP IRON WPE W�I( WqU(WAY
JP JOINT POLE WA1 WAiER ME7ER Stondord Specifications. For typical trench sections, refer to the City Standard Details, with the Worfc shall not begin until the District Engineer has provided written acceptance of these plons.
,� JUNCTION BOX (Ui1tJiY) WV WAiER VAL4E exception of sanitary sewers. 6. One (1) sanitory sewer lateral shall be installed for each iot or building. Location of loteral and
�p LIP Of GUTIER property corners to be staked in field at the same time the sewer moin is staked for construction.
6. All trees roots and foreign matter in existing or proposed Right of Way shall be removed to a y d d h II h r of
LEGEND
EXlST1NG PROPOSEO
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depth of two (2) feet below subgrode and disposed of. �aterals shall not be laid on less thon two percent (2 e) gro e an s a ave a mmimum cove
four and o�e half (4.5) feet at property line or edge of sonitary sewer easement. Loterals shall be
7. Ail existing pavement removed or domaged shall be replaced as required by the City deeper than four and one half (4.5) feet when directed by District Engineer. Laterals shall not be
Engineer. extended beyond the street right-of-way line or sanitary sewer easeme�t line until the main has
been tested. l.ateral sewers constructed outside of the public street or Cuperti�o Sanitary �istrict
8. All concrete used for all structures must be Class "A" (6 sacks per cubic yard) as per Eosement shot! be constructed in accordonce with the requirements of, and shali be inspected by
Standard Specifications and shail attain a strength of 3,000 p.s.i. in 28 days. Sidewalks, curbs the City of Cupertino Build'mg Department.
and gutters shali be Class "B" (5 sacks per cubic yard) as per Standard Specification and shall 7, The Controctor performing work on the sanitary sewers shall be required to register with the
DESCRIPTION attain a strength of 3,000 p.s.i. in 28 days.
District ond provide insurance as specified in Sections 1.39 and 1.40 of the District's Stondard
9. Orop inlets i�stalled shall be City of Cupertino Standard unless otherwise noted on the plans. Specifications.
PROPERTY LINE The boxes shall be installed at the same time the P.C.C. curb and gutter is installed. Class "A" 8• 7he Developer ond General Contractor shall be respo�sibie for protection of oll existing
P.C.C. shall be used. improvements including existing sonitory sewer facilities that ore to remain and if damoged during
FlLL AREA UMIT co�struction of the proposed improvements, shall be repaired to the sotisfaction of the Cupertino
10. A minimum thickness of six (6) inches of P.C.C. sholl be required for commercial drivsway Sonitory District ond other affected agencies.
CU7 AREA UMIi approaches and five (5) inches for residential. Locations sholi be determined prior to the 9. Channels of ali District manholes within the construction area shall be protected by plywood
installation of curbs. covers, placed in the manholes and manhole castings shall be adjustad to final grade in accordonce
CONTOUR The drivewoy shall be installed at the same time os the curb. with the Standard Specifications of the Cupertino Sanitary Oistrict or as directed by the District
WATER UNE 11. AIl street curbs shail be verticol P.C.C. curbs. Engineer.
10. The Developer and General Contractar shali be responsible for the prevention of construction
STORM DRAIN PIPE SOUO 12• Instoll City of Cupertino street name signs, four (4) blades each per assembly as shown on debris entering the existing sanitary sewer system due to the construction activittes associated with
( � the pfans. this project a�d the Oeveloper and Contractor shall pay all costs associoted with the rolease of
construction debris into the existing sanitary sewer system due to the construction octivities
SMIITARY SEWER PIPE �3. Install City of Cupertino standard monument box (es) and monument(s) as shown on the associuted with this project.
c��ono.�.� n�nc iocomo�,rn� plans. 11. The Oeveloper and General Contractor shall be responsible for the prevention of a sewage spill
' " associated the Controctors activities on th�s pro�ect and the Ueveioper ana �ontructor mau pay au
OVERHEAD UT1LfTIES WIl}i POLE �4. Ali grade stakes and laths required by the City Engineer shall be instolled by the costs associated with the release of sewage into surface drainage system and downstream surface
Subdivider s Engineer as directed. Minimum off-sets for cut stakes sholl be five (5) feet. Wa t� y
GAS 11NE 12. Utility Notification (Contractor shall locate all utilities prior to start of excavation):
15. Prior to commencing work, the Contractor shall have cut sheets approved by the City A. Underground Service Alert 800-227-2600
ELECTRIC UNE (UNDERGROUNO) Engineer. Notify the City Engineer two (2) working days prior to requiring inspectio�.
8. Storm Drains City of Cupertino
JOINT TRENCH 16. The Contractor sholl submit a written request for finai inspection. C. Sanitary Sewers Cupertino Sanitary District
13. All Sa�itary Sewer Pipes shall be PVC-SDR26 or approved equal, unless otherwise specified by
STREEf LIGHT VAUIT 17. One pound of dispersing block sha�l be mixed with each cubic yard of concrete at the batch the District Engineer.
plant. 14. Access fw Pedestrinns a�d vehicles shall be provided at all times unless approved in writing
by District Engineer.
SANITARY SEWER CLEANOUT 1g. Gradi�g of lots outside of R/W as per typical sectio� and for cross-section, shall be
completed and approved by the City Engineer before proceeding with preporation of the 15. VIDEOTAPE iNSPECTION OF iHE EXISTING/ NEW PROPERTY LINE CLEANOUT, POfNT OF
SANITARY SENIER MANHOLE subgrode and placement of surface structures on lots. Ali lots shall be graded to the street CONNECTiON AND STREET LATERAL IS REQUIRED PRIOR TO PASSING THE CITY OF CUPERTINO FlNAL
elevation, or as shown on the plans, or as determined by the City Engineer. INSPECTION. OWNER TO CALL DISTRICT 48 HOURS PF210R TO VtDEO INSPECitON TO SGiEDULE A
DISTRICT INSPECTOR. DISTRICT TO PROVIDE BUILDING DEPARTMENT NMIT WRITIEN NOTIFlCATION
STORM ORAIN MANHOLE 19. Notify the City Engineer (two) 2 working days in advance of requiring services for checking UPON COMPLETION OF INSPECTION.
field staking. At this time, three (3) copies of the cut sheets will be furnished.
ELECTROIJER Approval of these plans by Cupertino Sonitory District does not relieve the instol�er of the
20. All standard street monuments, lot corner pipes, and other permanent monuments responsbility for the corcection of mistakes, errors, or omissio�s. If, during the course of
WATER M�IER disturbed during construction shall be replaced before acceptance of the improvements by the constructio� of the sanitary sewers the public interest requires a modification of, or a departure
City of Cupertino. from the District Specifications or these improvement plans, the District Engineer shaH have the
outhority to require such modifications or departure and to specify the manner i� which the
21. Monhole frames and covers shall be brought to finish grade before final paving. modifications or departure is to be done.
�t� wr�►+ �rtuNK
22. The Developer shali pay all costs for moisture-density curves (Calif. Test No. 216E) and any Approved _ �. 20
other tests required by the City Engineer during street construction.
CUPERTINO SANITARY OISTRICT
6' WOODEN FENCE 23. Approval of these pians does not releose the Co�tractor of the responsibility for the
corrections of mistokes, errors, or omissions contained therein. If, during the course of
SPOT QEYATION construction of improvements, public interest requires a modification of/or o departure from the ___ __
City of Cupertino specification or these improvement plans, the City Engineer shall have the District Engineer
TREE PROTECTION FENCE authority to require such modification or departure ond to specify the manner in which the same
- 5' TAl1 CHAIN LINK is to be completed.
-__�- SWALE 24. Septic tonks shali be pumped and backfiiled to the satisfaction of Santa Clara County
; Health Department prior to construction.
DIRECTION OF FLOW IN PIPE 25. For all five (5) foot monolithic sidewalks, all fire hydrants and electroliers shall be installed
AREA DRAIN/ INLEf behind the sidewalk. �
26. Each sheet of the construction/modification plans shail be initialed by the City Engineer to ���j��� '�� � a +�
OVERLANO RELEASE PATH ��,a'sn y . ��,�_�'" ��_. -- -- •,-` •
be considered opproved final plans. It shall be the responsibility of the Contractor, and all +� � �-� ---�
Subcontroctors to insure they ore fumished with approved plans or the latest revised plans. � �
GRADE TO DRAIN. 2R �AIN. AWAY fROM NOUSE �� ����� l _
27. All water lines, valves, hydronts, and appurtenances thereto installed within the City of , '
Cupertino Municipal Water Utility's services area, shall be the property of said water utlity. /'
(E) TREE TO 8E REMOVED 28, Construction signing shall be installed prior to the beginning of work. ������,� ���_ __ __ ��� �.�.�-�' �--'
29. Any and ail storm lines installed as part of the work on these plans shall be cleaned of all �;���`�;��
POP-UP EMITTEft excess materiat, debris and obstructions. Storm lines sholl be flushed as directed by the City � � � �
Engineer. .,.�.._._.__� - -
'�'t� �� FC; ��;,
APPROVED BY �--•'� � .
RALPH A. QUALLS. JR. RCE 22046
DIRECTOR Of PUBUC WORKS
9-30-11
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LOCATION MAP
N.T.S. �
SHEET INDEX:
C-t COVER SHEET
C-2 NOTES/DEfAILS
C-3 CONCEPTUAL GRADING AND DRAINAGE PUW
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PROJECT SITE
REFERENCED ASSUMED BENCHMARK:
TOP OF SANffARY SEWER MANHOIE LOCATED AT THE INTERSECTION OF
ALMADEN AVE. & ORANGE AVE. EL.: 100.00 �
BASIS OF BEARINGS:
THE BEARING N. 00'12'35' E. OF THE CENTERLINE OF ORANGE AVE.,
AS SHOWN ON CERTAIN RECORD OF SURV� MAP, RECORDED IN 900K 532
Uh MANJ AI YAlat 1/, WN IHI�GIV H7 CSHJIJ Vr tl[JVt11vuJ rurt �ft�.� .�vnvL�
CUPERTINO SANITARY SEWER DISTRICT NOTE:
- CUPERTINO SANITARY SEWER DISTRICT CONNECTION PERMff IS RE�UIRED
PRIOR TO ISSUE OF ANY BUILDING PERMIT.
-SEE SANITARY SEWER NOTES ON SHEEf C-2 FOR REQUIREMENTS AND RECOMMENDATIOhS.
GEOTECHNICAL REVIEW:
-GRA['iitiG AND CRAII�nGE PLAPJS SHAII BE REVIFVt�D f+��C ANNKU��EC B'*' THE PROJt'C?
�EOTECHN{CAl/ �OILS ENGINEEP..
-GEOT[CHNICAt/ SOIL� ENGINEER TO PROVICE P.tJD FUk�:I;H LETiER OF APPROVA.L. TO CITY
1-800-227-
NOTICE TO CONTRACTORS � RE Y G
CONTRACTOR TO NOTIFY U.SA (UNDERGROUND <g
SERVICE ALERT) AT 800-227-2600 A MiNIMUM
OF 2 WORKING DAYS BEFORE BEGINNING UNDER-
GROUND WORK FOR 1IERIFlCATION OF THE LOCATION �'y �
AND DEPTH Of UNDERCROUND UTIUTIES. �+�,� ��
1-800-227-
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ENGINEERS
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1534 CAROB UWE
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FAX: (650) 941-8755
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Date:
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Sheet:
1 OF 3
C-1
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TYPICAL TREE PR4TECTION DETAIL
N.T.S.
6' OEEP CRUSHED ROq(
ATE COVfft (TG PER PLAN)
END CAP
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MI IN. I MI IN. �
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WASHED RWND RIVER ROCK
AI/UNTENANCE/ STORAGE PIPE
8'� PERFORAiID PVC PIPE
- t 11 W/ t/4' HOlES All ARWND
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{I` II= 24'0 PERfORATED HD PVC PIPE
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FlLTER FABRIC
INLET / DRYWELL DETAIL
N.T.S.
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FENCE HUNG WITH F�UORESCENT FLAGGING
�ERY 10 FEET.
J LINK OR WELDED WIRE MESH
8' FENCE POST OF 2" DIAMETER GI PIPE OR
T-ANGLE POST.
PUBLIC WORK NOTES:
1. Approvol of these plans does not release the Owner and/or Co�tractor of the
�esponsibility for the corrections of mistakes, errors, or omissions contained therein. If,
during the course of construction of improvements, public interest requires a modification
of/or a departure from the City of Cupertino specification or these improvemeni pians, the
City E��g�neer shall have the authority to require such modification or departure and to
specify the manner in which the some is to be completed, at the sole expense of the
Owner and/or Contractor.
2. Contoct Public Works, 777-3104, for inspection of grading, storm drainage ond public
improvemen t s.
3. All public improvements must be completed prior to occupancy.
4. Controctor is responsible for dust control ond insuring the area adjacent to the work is
ieft in o clean condition.
5. The Controctor shall review standard detail 6-4 on tree protection prior to
accomp��shing ony work or removing any trees.
6. All groding shalt be done in accordance with the Soils report .
7. qll storm line installation with slopes less than 2� shall be certified by the Civil
Engineer.
8. AII on-site sanitary sewer lines and laterals shall be subject to building departments
approval prior to installation.
9. U:ilize Best Management Practices (BMP�s), os required by the State Woter Resources
Control Board, for ANY activity which disturbs the soil.
10. A work schedule of grading and erosion & Sediment Plan shall be provided to the City
engineer by August 15, No grading to be performed between October t to Aprif 15.
11. Civil Engineer or Soils Engineer to review all groding and submit a final report to the
City prior to occupancy.
72. Compaction reports and pad elevation certiflcation are required on ali buiiding pad work.
13. The Owner or Contractor mus{ call for final inspection, and the project must be signed
off, prior to requesting return of bonds.
eos Paragna aar-uv oaaracE
t��r�x w�n+ u.v. aa�roR
OR APPROYED EOIIAL
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E1BOW OR APPROVED EWAL
4'0 P�C YIN.
t/4' lFi1CFl HOIE � �
CRUSHED STONE
POP-UP DRAINAGE EMITTER
N.T.S.
DRAINAGF. NOTES:
t. Surface wota sholl be directed away Irom oll buldings into drainage swales, gutters, storm ckain
inlets and drainage systems,
2. All roof downspauts shall be tied with a 4'b PVC pipe and directed to a pop-emitter away 6am
the foundation over the fandscaping area. See orchitecturai plans fa roof Awmspaut locations.
SANITARY SEWER DISTRICT NOTICE TO APPLICANTf OWNER:
• Claged-circuit videa of the cxi�ringlt►etv property liat cleanou�, point of eonnectivn
and Distriet lateral is zequired prior to rl�arasice for City o� Cupertino Final
Ins�ection. 4amer to cail A�str�.ct at leaat 48 !►our�a p»or tv video inspection tio
seh�dule a Districc �aspector. Disbtiict to provide Building Dcpartiment wi.th. w�ritten
aotlflcatien upon completion of inspeation. (D_G S10�J
U7'ILITY NOTES:
1. CONTRACTOR SHALI VER�FY THE LOCATION OF ALL UTILITIES PRIOR TO
CONSTRUCTION.
2. CONNECT SANITARY SEWER AND WATER 11NE5 TO E7CISTING STREEf LATERALS.
3. CONNECT GAS AND ELECTRIC LINES TO EXISTING STREET LATERALS,
PER PGdcE STANDARDS.
4. CONTRACTOR SHA11 COORDINATE ANY DISRUPTIONS TO EXISTING
UTIUTY SERVICES WITH AOJACENT PROPERTY OWNERS.
5. ALL ELECTRtC, TELEPHONE AND GAS EXrENSIONS INCLUDING SERVICE
LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY
SPECIFlCATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COOROINATED
WtTH THE OESIGNATEO UT1LffY COMPANIES.
6. PRIOR TO THE CONSTRUCTION Of OR CONNECTION TO ANY STORM ORAIN,
SANITARY SEWER. WATER MlUN OR ANY OF THE DRY UTIUTIES. THE
CONTRACTOR SHALL EXCAVATE. VERIFY ANO CALCULATE ALL POINTS OF
CONNECTION ANO ALL UTIUTY CROSSING AND INFORM THE OWNER/
DEVE�OPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLANS.
UNDERGROUND UTILITY NOTE:
i. UNDERGROUND ALL OVERHEAD UT1lJTY LINES ALONG THE PROPERTY FRONTAGE
AND/OR ANY NEW SERVICE.
Pueuc ma+r av w�r �
l- GAIXIND
asru� Fxou rRO�xn
�_ LkIE TO � AS 0.0SE AS
PRACTICAL At� NOT TO
IXCEEO FlVE (5) fEET
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ClEANOUT ACCESS �X SHALL BE qitlSTY CS
1RAfFIC VALVE B0)C 10.3/8" 4D. %1Y M1H
4aC lID IABEIED 'SEWER' OR APPfiOVED �EOUAL
�_CtEl�NOUi PoSER . . . .
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NOTES:
1. 1/NMUM PIPE SIOPE OEIFR/NNED BY BUILDWG OEPARIIffNT.
z um� sEV+o� aFU�wr ro ee s� s� �s umw. se�x.
1 AT (EA�T 6-Wdl tlF/VtANCE VALVE G�P A!D W.+DE OF BOX REp/UfD.
STANDARD SANITARY SEWER CLEANOUT
N.T.S
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ENGINEERS
CIVIL ENGINEERS
1534 CAROB LANE
LOS ALTOS, CA 94024
TEL: (650) 941-8055
FAX (650) 941-8755
I owNER:
COPIRIGHT OC 2010
SMP ENqNEERS
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JUNE 28, 2010
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Prepared by.
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Checkad by
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Job /:
2t0026
�,�t:
3 OF 3
C-3