R-2011-13b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
C U P E RT I N O (408) 777-3308 • FAX (408) 777-3333 • planning @cupertino.org
July 13, 2011
Alex Liu
AC&D Liu Investments, LLC
1585 Wessex Avenue
Los Altos, CA 94024
SUBJECT: RESIDENTIAL DESIGN REVIEW ACTION LETTER — Application R-2011-13:
This letter confirms the decision of the Director of Community Development, given on July 13, 2011;
approving a new 4,380 square foot, two-story single-family residence located at 20699 Rodrigues
Avenue, with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "New Residence, 20699 Rodrigues Avenue, Cupertino,
California" consisting of 12 sheets dated May 24, 2011; and the color and material sheet, except as
may be amended by conditions in this resolution.
2. 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.
3. HEIGHT OF THE FENCE
Prior to final occupancy, the property owner shall address the existing boundary fence higher than
six (6) feet and not exceeding eight (8) feet on the side and rear property lines through one of the
following options:
a. Obtain neighbor waivers and a building permit; or
b. Replace the fence with a six (6) foot high fence
4. LANDSCAPING PLAN
The final landscaping plan shall be reviewed and approved by the Planning Division prior to
issuance of building permits. If the landscaping area (defined by section 14.15.030) is greater than
2,500 square feet, then a full landscape project submittal per section 14.15.040 is required prior to
issuance of building permits.
5. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed 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
Residential Design Review Action Letter Page 2
R-2011-13
arborist shall be submitted confirming that the tree(s) is in good condition and is appropriate privacy
protection in any season.
6. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant 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 views 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 Community
Development. Proof of recordation must be submitted to the Community Development Department
prior to final occupancy of the residence. �
7. 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.
8. 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.
9. 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.
Staff received a comment from a neighbor regarding the height and location of the existing fence and
whether privacy protection is required on the east side of the property. The City does not regulate the
exact location of common boundary fences. The applicant will work with the neighbor on the fence
location issue. Condition #3 has been added to address the existing fence that is higher than six (6) feet
but less than eight (8) feet high. Privacy protection is not required on the east side since the second story
windows are located at least five (5) feet above the finished floor line.
Staff has made all the findings that are required for approval of a Two-story Residential Permit as
required by the of Cupertino's Municipal Code, Chapter 19.28.100 (D). Also, please note that an appeal
of this decision can be made within 14 calendar days from the date of this letter. If this happens, you
will be notified of a public hearing, which will be scheduled before the Planning Commission.
Residential Design Review Action Letter Page 3
R-2011-13
Sincerely,
�
George Schroeder
Planning Division
City of Cupertino
408-777-7601
georges@cupertino. org
Enclosures:
Approved Plan Set
Color and Material Sheet
Cr. Kay Thomson, 20685 Rodrigues Ave, Cupertino, CA 95014
G:\Planning\Minor Residential\R1 Approvals\2011\R-2011-13 Actionletter.doc
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■
. . .
/ • ,
■
DRAWING INDEX
ARCHITECTURAL
A-0 COVER SHEET AND AREA CALCULATIONS
A-1.1 SITE PLAN AND ROOF PLAN
A-2.1 FIRST FLOOR PLAN
A-2.2 SECOND FLOOR PLAN
A-3.1 ELEVATIONS
A-3.2 ELEVATIONS
A-4 BUILDING SECT'IONS & STREET ELEVATION
CIVIL ENGINEERING
C-1 COVER SHEET
G2 NOTES / DETAILS
C-3 CONCEPTUAL GRADING & DRAINAGE PLAN
LANDSCAPE ARCHITECTUR.AL
L-1 SCREENING PLAN
L-2 PLANTING PLAN
■
�Ilidi
PLANNING REVIEW 05.06.11
PL4NNING REVIEW 06.03.11
PUNNING REVISIONS 07.07.11
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PROJECT TEl�M
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15C'S YVE56EJC AVENUE
L09 IJ..T09, GA A40�4
NRGFIIT�LT 41338? Z004
R09ERT i GHRISTINE 90LE5
BEAU50LEIL ARGHITSGTS
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5AN FRANGI5G0, GA 94112
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L05 ALT09, GA �f4024
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Sheet Title
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PLANNING REVISIONS 07.07.11
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SITE PLAN AND
ROOF PLAN
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ProJect No. 1103
�t� 5.5.1 1
Drawn By CB
Shsst No.
A1.1
i�i�Nlale
PUNNING REVIEW 05.06.11
PLANNING REVIEW 06.03.11
PLANNING REVISIONS 07.07.11
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FI RST
FLOOR PLAN
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Scale 7/4" _ �'—p
ProJect No. 1103
Dats 5.5.11
Drawn By CB
Shest No.
A2.1
i iva-rian ■ ■ �
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Second Floor Plan
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LEGEND AND NOTES
— NEW GONSTRUGTION�
WALLS ARE 2X4 5TUD9,
�YPIGAL., U.O.N.
— — — E1.�M@NT ADOVE
- — — — — - GABI NET �BOYE OR EL�M�NT Hg1.OW
— • — WOOD SH�1.P AND ROD
FLOOR PLAN NOTES
ALL 3T11D3 ARE 2%4 U.O.N.
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PLANNING REVIEW 06.03.11
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Sheet Title
SECOND
FLOOR PLAN
Scals t/4" = 1'-0'
ProJsct No. 1103
uat. s.s.� i
D�awn By CB
Sheet No.
A2.2
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—� �— TYPIGAL. MAT�RIALS
/ � GONGRETE Tll.� RDOPIN6
. PAINTED METNL 6VT�5 i DOV�LSPOUTS
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PNINTED POLYURETHNNE HRAGKETS AND TRIM
-- PAINTgD WOOD FI�.�GIN WITH PA
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. ._..... PAINTED OR GLAD WOOD WINDOWS AND I�OORS
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'" 2ND FL. PL. HT.
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South Elevation
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1 /4" = 1'-0"
34'-B I/'2" OF 3EGOAlD PLOOR WALL LP3B TI�fAN 6' �(P03ED
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2 East Elevation
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PROFII.� OF � ��,�, � 'ry g ���� INFORMATION 6R^D�
NV�LLS DgYOND � t -r 2-0 ' in �
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PLANNING REVIEW 06.03.11
PUNNING REVISIONS 07.07.11
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Sheet Title
ELEVATIONS
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b' YVOODEN PENGE — — — — — — — — — l — APPROX. (� P.6. 250.00' Scala 1/4' = 1'-U�
— — — — — — — — — — — — — — — — — — — — — — — — — — — — �s,.ve 4
-------- . ProJect No 1103
1 /4" = 1'-0"
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rawn By RB
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4'�i" OF SEGOND PLOOR Y�V1LL
LE55 THAP! b' ��OSF.D
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MORP TH MI b' F.XPO�D
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North Elevation
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2AlD �LOOR WALL �X}'05URE GAI.GULATION
TOTAL LEN6TH OF 9EGOND FLOOR WALL ■ 156'
TOTAL LENbTif OF WI�LL EXPOSID i.E55 THAN b� � q'3�
P�RGB�ITAbg OF WALL EXP05ED LE95 ?+fAN b' ■ 61AS
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PLANNING REVIEW 06.03.11
PLANNING REVISIONS 07.07.11
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Sheet Title
4 ELEVATIONS
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---------- -----_ _—_— . P.6.2S6.00' Sccls 1/4" = 7�-�"
6' YVOODEN PENGP �- � � Q ProJsc} No. 1103
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PLANNING REVIEW 05.06.11
PUNNING REVIEW 0B.0
PUNNING REVISIONS 07.07.11
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Sheet Title
BUILDING
SECTIONS &
STREET
ELEVATION
Scals AS NOTED
ProJect No. � � p3
�+e 5.5.11
Drawn By RB
Shsef No.
A4
■ ■ ■
VIYWL
2 Buildin Section
1 /4" = 1'-0"
PLANT LEGEND AND NOTES
Proposed Plant Material:
A Pittosporum teuufoliwu �d) 5' un center 15 gallon
B Podocarpus gr'acilior/Yew Pine 1> gallon
C .4cer palmatum Bluodgood%Japanese Maple :?4" bux
]) Plant material to be stakel as necessary for suppott duruig eswblishment �riod.
2) lnstall u two inch layer of �vood chip mulch azocmd base of proposed plant
material.
3) Proposed plant material to be irrigated with an automatic drip or bubblcr type
system. Cquipment shall include: a multi pmgrammabie coniroller; backflo«'
preventer; automatic control ealves with filters; low flow bubbier or pressurc
compensaring emitters; rain shut offdevice.
Neighboring Oak Tree:
A mature native Oak tree (Quercus agrifoliv'Coast Live Ouk} is located on a ueighboring
property, ns noted ou the plen. This tree lias bee�� included as part of the landscape
screening solution. It is the intent of this design not to interfere or compromise the health
of this tree by adding additional ptant material right adjtwent tu lttis tree. Raiher to
compliment the Oak trec:, nnd place new screening either side of this tree tc complete the
screening requirements.
E�istinR Trees:
� 8" diameter Lagestroemia (Crape Myrtle) to mmain
2 8" diazneter Lagesuoemia to be removed
3 6" cliameter Lagestrcemia to remaiu
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RODRIGUES AVENUE
LANDSCAPE SCREENING PLAN
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PLANT LEGEND AND NOTES
Proposed Plant Matcrial:
.4 Pittosporusn tenufolium �� S' on center i S�;zlic:,
B Podocarpus graciliorlYe��� Pine . .r�i4r•;'
C Acer palmatum BloodgoodlJapanese h1aple ��?" i,c:x
1) Plaut material to be stuked as necessary for suppoR dizr.a5 es:anli :l�n:r,+. ��er!�,��
2) inscall a two inch layer of wood chip mulch around ba.e o:� ;�copns:r.r: a:_t::..
roaterial.
31 Proposed plant material to be inigated with an automa:i:: dri � or i;c:r:h�. r:. i��
system. Fquipment sh:ill include: a multi programmal�i� .r;e�tr.;i�er: ;;%;;;;;iu<�
preventer: automatic caiuol valves with filters; low f�c�, �t:t�hi�r o: �:rc:s�a�:
compensaUng emittzrs; rain shut �ff de��ice.
Nei¢hboting Oak 1'ree:
A marive native Oak tree (Quercus agcifolia�Co¢st Live Oak} is kr:z::e�i :�r, a :rciy.:!.�cn;r•�
property, as noted on the plan. Tbis uee has been included as p��^ <�i'?hc E1z��`s: �n:.
screening solurion. It is the intent of this design not to interfe�r or ::<;.f:3( :l:c :^.:�:+`ti,
of this tree by adding additiona( plant material right sdjacent :o :.i;i= ?re��. �:.ti't�r:- t..
compliment the Oak tree, and place new screening either side r,: :h:s crer r> c<,•n��l.: t>: ti;r.
screening requirements.
E�tisting Trees:
� 8" dituneter I,agesvoemia (Crape Myrtle) :c. r�.m:::r:
2 8" diameter Lagestroemia to be removed
3 6" diameter LagesUroemia to remain
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ABBREVIATIONS
DESCR/P710N DESCR/P7ION
AB AGGREGATE BASE (CLASS AS NOIED) LP LOW POINT
AC ASPNALT CONCREiE yp� �p�.��N7
AO AREA DRAIN OG I ORiGINAI GRWND
BC BACK QF CURB ?8 PULL 80X
�L BACK FLOM! WATfR PREVENTOR YALYE p(;EV PGkE VAULT
BOW 80FTOM OF WAlI R,P/L PROPERTY LINE
BW I BACi( OF WALK PP POWER POLE
� �� � �T� PERF PtJr$TiC PERFORAiED PIPE
� F GARAGE FlNISH FLOOR (BACK} p$E PUBLIC SERVICE EASEMENT
C/L CENTERLINE PVC POLYVWYL CHLORtOE
Ck.SW � CENTERIJNE SWN.E R/W RfGHT OF WkY
CO CLEANOUT RCP REINFQRCED CONCREIE PIPE
CP CONTROt POINT SD STORM DRAIN
DWY DRIVEWAY SDMH � STORM DRMid A4ANF{OLE
� �� �� SS SANITARY SEYlER UNE
DLITE DAYUGHT y�H SANITARY SEN�ER MAMHOLE
ELCT ELECTRiC SW SIDEWALK
EP 4 EDGE OF PAYEMENT ELEVATION TC TOP OF WRB
DGE
EUC EUCRLYPIUS 1REE
(E),EX IX1S11NG � �' � FWNDAAON
FF RNISHED FLOINt TOB TOP OF BANIE
TQS TOE QF SCAB
FG FlNtSH GRADE TOW TOP OF WALL
FH � FlRE HYDRANT 1p TOP OF PIPE
FL FLONUNE UG UNDERGROUND GAS
FNC FENCE USS UNDERGROUND SANITARY SEWER
FOG FOG UNE UST UNDERGROUN� STORM ORAIN
fB GRaElE BRE/tK UT UNDERGROUND IEtEPH�IE
GFF GARAGE FlNtSHED FZOOR (FRONT} UW UNDERGROUND WAiER
Gl1Y GUY WIRE VCP NTRIFIED qAY PIPE
HP F�I(�1 POINT WL WH1TE UNE STRIPE
IP IR�N PIPE WLIC WALKWAY
JP d01NT POLE V�1 WATER METER
,)g JUNCTION BOX (UTUJTY) WV WATER VALVE
LIP LIP OF GUTTER
LEGEND
E�ISTING PROPOSED
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�R�Dl�IG AND [�R�INA�E PLANS
NEW Sf�GLE �Q�t{�:LY 1-IO�U�E
zQ�� Ro����u�� cu��R��r�o, c�,
�ENERAL NOT�'5
1. Ail work shall be in accordance with the Sta#e of Califomio Deporfine�t of Transportation
Standvrd Specifications (dated July 1992), St6ndard Plons (dated Juty 1992}, ond City of .�`AN�TAR� SE �ER 1VOT.�S
Cupertino Standard Details The Contractor shall perform the work described in the
specification, and as shown on the drowings, and to the satisfaction of the City Engineer.
2. The Contractor is required to notify the Pubiic Wortcs Inspector two (2j working days prior to �• Atl work performsd shoU be tnstalied to manufocturers specificatio�s and al! work shall comply
requiring an inspection. Two (2) working c}oys prior to installing permartent striping, the with all currartt locai, state and federai requirements.
Controctor shaH coll for review ond opprovai of tMe proposed striping by the City Troftic 2. AN work shall be cons.tructed in accordance with these pla�s and the Standard Specifications of
Engineer, ihe City shall have the right to make changes in the lacations of the alignment of the GuQertine San(tary Diatrict.
l ne stri s ond avement morkin s. -
a P� P 9 3. All excavotion and backfiiling wifhfn street right-of way shall be done in accordance with the
3. All underground utilities shalf be instalied and adequately backfilled before piacement of the requirements of the Engineer of the pu�lic agency having jurisdictiort. Encroachment Permits shafl
base moteria! and surface structures. If utilities are to be installed su6sequently, a written be obtained and o copy shall be on the pb durinq construc#'rort.
notification from the offected utility company indicating its commitment to bore or tunnel shatf be q F��� material sholl be compocted to Q m:mimum of two and one holf (2.5) fee! obove tfie top of
submitted to the City Engineer before proceeding with the wark. Underground utilit+es, except P�Pe �evation by methods that will nat damage the pipe or substituted with grovel or one (1)
storm and sanitary sewer, wiH not be permitted in pavement area, with the exception of street
crossings, otherwise specificaUy approved and outhorized by the City Engineer. siurry mix. Fill moteri4l must qttain a minlmum of ninety five percent (859:} rflletive compaction,
4. The Controctor shall have all of the utilities, underground mains and services that may as Per State of Colifomia Sto�do�d Specifications.
confiict with the project, located in the fieid. The Contractor shaH contoct Underground Service 5. Ths District Engineer shoU be notified tveq (2) working days in advance of storting construction
Alert (USA) two (2) warking days in advance of any wark, for location of the underground on this project , 20065 Stevena Creek Boulevard, Building C, Cupertfno, CA 95014 (4Q8) 253-7071.
facilities, at (800) 642-2444. At that time, traffic plans, ertaoachment permits and the sewer dFversion plans shall be qiven to
5. All trench backfill, fiA areos, and base material shatl attain a minimum 95 9� compaction as per the Diatrict Enqineer. Sewer diversion pians shall inciude saw.uqe bypass and emergency plans.
Standvrd Speci{ications. For typicai tre�nch sections, refer to the City Stondard Details, with the Work shall no! beg+� u�+til the bis#�1et Engirteer hos previded writden aecaptonce ot thtse ptana.
exception o( sanitary sewers. 6. One (1) son7tcuy sewer !olerpl sholb be ie�stoltsd for evch lot or bu+Fdi�g. Loeation of Iotero� ond
6. All trees, roots and foreign matter in existing or proposed Right of Woy shafi be removed to a Property comers to be stakeC fn fie4d at the swne time the sewer moin is staked for construction.
depth of two (2) feet be�ow subgrade ond disposed of. Laterals sholl nat be laid on tess th� two parcent (29L) grade and shal! have a minimum cover ef
four and o�e hotf (4.5) feet at property Ikie or edge of sonitary sewer easement Laterals shall be
7. Ail existing pavement removed or damoged shall be replaced as required by the City deeper thqn fqur and Qne half (4.5) feet when directed by District Engineer. Laterals shall not be
Engineer. exte�ded beyond the street rightrof-woy {ine or sanitery sewer easemertt line urrtil the main hos
been tested. Laterol sewers constructed outsida of the public street or Cupertino Sanitary District
8. All concrete used for all structures must be Class "A" (6 sacks per cubic yard) as per Eosemen# sholi be conatructed in accordonce with the requirements of, and sha{I be inspected by
Standard Specifications and shail attain o strength of 3,000 p.s.i. in 28 days. Sidewoiks, curbs the City of Cupertino BuDding Depnrtment.
ond gutters shall be Closs "8" (5 sacks per cubic yard) os per Standard Specificotion ond shalf 7, The Contrvctor perfortning work on the sanitary sewers shali be required to register with the
DESCRIPTION ottain a strength of 3,000 p.s.i. in 28 days.
Diatrict and provide instua�ce os apecified in Sections 1.39 ond 1.40 af the District's Standord
9. Drop inlets instolled sholl be City of Cupertino Stondard unless otherwise noted on the plans. Specifications.
PROPERTY LINE The boxes sholl be instofled at the same time the P.C.C. curb and gutter is installed. Closs "A" 8• The Qevelaper and General Contractor sholl be responsib{e for protectiun of all existing
P.C.C. shall be used. improvements including exisfing sanitary se�er facifi#tes that ore to remain and if damaged during
Fl!1 AREA UMIT construction of the proposed improvements, sha11 be repaired to the satisfaction of tha Cupertino
70. A minimum thickness of six (6) inches of P_C.C. shall be required far commercial driveway $qnitaty Qistrict and other affieGEed csgencies..
CUT ARFA LIMIT opproaches and five (5) inches for residentiai. Locations shali be determined prior to the 9. Channels of ali Disfrict mar�hotes within the construction area sha�l be protected 6y plywood
instcallation nf curbs. covers, placed in the rr►anholes and manhole castings shall be adjusted to final grade in accordance
CONTOUR The driveway shati be instaHed at the same time as the curb. with the Standord Specificofions of the Cupertino Sanitary district or as directed by the District
Engineer.
WATER LiNE 11. All street curbs shall be vertical P.GC. curbs. 10. The Developer and General Controctor sholl be responsible for the preventian of construction
12. Install City of Cupertino street name signs, four (4) blades eoch per assemb�y as shown on debria e�terfng the exisUnq sonitary sewer system due to the construction activities ossociated with
STORM DRAIN PIPE {SOLJD) the plans. this project and the Oeveloper and Contractor shall pay oll costs associated with the release of
constr[ictFon debris into the existirtg sanitary sewer system due 4n the construetion activities
SANRARY SEWER PIPE 13, �nstall City of Cupertino standard mo�ument box (es) and monument(s) os shown on the associated with this projact.
SUBORAIN PIPE (PERFORAiED) Plans. 11. The Developer and Generai Contractor shatl be responsible for the preventio� of a sewage spill
associated the Contractors activiHes ort this project and the Devetoper and Contractor shal! pay ol�
OVERHFAD UTiLffIE5 WRH POLE 14. All grade stakes and loths required by the C�ty Engineer shall be installed by the costs associated with the release of sawage into surface drainage system and downstream surface
Subdivider s Engineer as directed. Minimum off-sets for cut stakes shall be five (5) feet. ,�
GAS LINE 12. Utility Notifrcation (Contractor shaU iocate all utitities prlor to storf of excavation):
15. Prior to commencing work, the Contractor shali have cut sheets approved by the City A. tinderground Serviee Atert 800-227-2600
ELECTRIC LINE (l1NDERGROUND} Engineer. Notify the City Engineer two (2) working days prior to requiring inspection.
B. Storm Orains City of Cuperti�o
JOINT TRENCH 16. The Controctor sholl submit o written request for final insQection. G Sonitary Sewers Cupertino Sanitary District
13. AU Sdaitary Sewer Pipes sMall be PVC-SOR26 or appraved equal, unless otherwise specifred by
STREEi IIGHT VAULT 17. One pound of dispersing black shall be mixed with each cubic yard of concrete at the batch the Dfsfrict Engineer.
plant. �4. Access for pedestrians and vehicles sholl be provided at all times unless approved in writing
by District Engineer.
SANRN2Y SEWfR Ck.FJWOUT 1g. Grading of Iots outside of R/W as per typical section and for cross-section, shall be �5. VlDEOTAPE INSPECTIOPI OF THF EXISTING/ NEW PROPERTY UNE CLEANOUT, POiNT OF
completed und approve� by the City Engineer before proceeding with preparation of the Gp�(►.�EC1lON /4ND STREET L/4TERE4L IS REQUkRED PRiOR TO PAsS{NG TNE CITY OF CUPER71i10 FINAL
SFWRRRY SEWER MANHOLE subgrade and piaceme�t of surface structures on lots. All fots shafi be graded to the street INSPECTION. OWNER T0 CALL O�STF2ICT 48 HOURS PRIOR TO VlDEO INSPECTION TO SCHEDULE A
eleuation, or as shown on the plons, or os determined by the City Engineer. DIS7RICT INSPECTOR. DISTFtICT TO P{�OV4DE BIIIIDING QEFARTMENT WHIT WRITTEN NOTIFICATlON
SFORAf DRAIN MANHOLE 19. Notify the City Engineer (two} 2 working days in odvance of requirinq services for checking UPON COMPCETtOhf OF' tNSPEC170N.
field stoking. At this time, three (3) copies of the eut sheets will be furnished.
ELECIROUER
20. Ali standard street monuments, 4ot corner pipes, and other permanent rr�onuments
WATER MEiER disturbed during construction shall be replaced before acceptance of the improvements by the
City of Cupertino.
21. Manhole fromes and covers shall be brought to finish grade before final poving.
TREE WITH TRUNK
27_. The Developer shatl pay oN costs for moisture-density curves (Calif. Test No. 216E) and any
other tests required by the City Engineer during street co�struction.
6' WOODEN FENCE 23. Approval of these plans does not release the Contractor of the responsibility for the
corrections of mistakes, errors, or omissions contoined therein. If, during the course of
SPOT ELEVATfON construction of improvements, pubiic interest requires o modification of/or o departure from the
City of Cupertino specification or these improvement plans, the City Engineer shali have the
TREE PRpTECT10N FEtQCE authority to require such moditication or departure and to specity the monner 'rn which the same
5' TALL CHA�N LINK is to be cornpieted.
SWALE 24. Septic tanks shnll he pumped and backfitled to the satisfaction of Santa Ciara County
Health Deportment prior to constructian.
DIRECTIQN OF FtOW IN PIPE 25. For atl five (5} foot monolithic sidewalks, al! fire hydrnnts and e{ectroliers sholl be installed
behind the sidewalk.
AREA DRAIN/ INLEf
OVERtANb RELEASE PATH
GRADE TO DRAIN, 2�6 MfN. RWAY fROM HOUSE
(E) TREE TO BE REMOVED
POP-UP EMI'fTER
26. Eoch sheet of the constructiori/modificoFion plans shafl be initialed by the City Engineer to
be considered approved final plans. It shall be the responsibility of the Contractor, and all
Subcontractors to insure they are fumished with approved plans or the latest revised plans.
27. All water lines, valves, hydrants, and appurtenonces thereto instolled within the City of
Cupertino Municipal Water Utility's services area, shati be the property of said water utility.
28. Construction signing sholl be instolfed prior to the beginrting of work.
29. Any ond atl storm lines instalfed as part of the work on these plans sholl tre cteaned of af�
excess material, debris and obstructions. Storm lines shali be flushed as directed by the City
Engineer.
APPROVED BY __ _ __ _
TIMRA D. BORDEN, RCE 45512
DIRECTOR OF PUBLIC WORKS
12-31-12
Approval of theae plans by Cupertino Sanitory District does not relieve the instaifer of the
respo�sibility for tMe ccxrectiori of mistakes, ercors, or orrrissions. If, during the eourse of
construcUan of the sanitary aewers the public inisrest requires a modification of, or a departure
from litie D'+atriet Speeificotiorts or these improvemarrt ptons, the District Engineer shail hove the
authority to require such modifications or departure and to specify the manner in �rhich the
modifiCaYwns or departure ia to be done.
Approved _ __� 20___
CUPERTINO SANITAftY dISTRiCT
District Enginesr
SHEET INDE�:
C-1 COVER SHEET
C-F NOTES/DETAlLS
C-3 CONCEPTUAL GFtADING AND DRFUNAGE RLAN
SURYEY NOTES:
NOTES:
- ALL DISTANCES AND DlkkENSiONS ARE SHOWN IN
FEET AND DECIT�ALS THfREOF
- REFERENCED ASSUMED B.M:
TOP OF SANITRRY SEYYER MaNHQLE LQGATEI� AT RQDRIGUES AVE
DIS7ANT 118 F7. t SOUTHWESTERLY OF SOUTHWESTERLY PROPERTY CORNER EL: 259.20'
- THE BEARING N 89'45'09" E OF THE CEN7ERLINE UNE OF RODRIGUES AVE.,
AS SMQNM ON CERTRIN TRACT N0. 910, REGORQED IN BOOK 342 �F MAPS
AT PA�E 33, SANTA CLARR COUNTY RECORDS, WAS USED AS TFiE BASIS OF BEARINGS
SHOWN ON THIS MAP
- TH�S IS A TOPOGRAPHiC MAP, NOT A BOUNDARY SURVEY. LINES SHOWN ARE
DERIVED FROM RECORD DATA AND MAY VARY SOMEWHAT FROM RBSOLUl�E
BOUNDARY LOCATION.
CFJPERTINO SANI7'�R� SEWER DIST'I�ICT NOTE:
- CUPERTIhiO SANITRRY S€WER' DISTRICT CUNNECTfON PERMIT IS REQUIRED
PRIOft TO 155Uf OF ANY BUILDING PERMIT.
-SEE SANiTARY SEWER NOTES ON SHEET C-2 FOR REQUkREMENTS AND RECOMMENDP�TIONS.
�E4TECHNICAL REVfEW:
REiJliv(� � [:R � :� !- hrS': E3E �'-J�'t`lvEL ';�JG rFr«�V'FG k,'' �H"t f-����E:;
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i� / �' �: ;�i i r, :i^��^ Fn"'✓: �.h..[; Il��'Ni'H E°'�f% i:� ,P!-1'<OV;.I ?� �-�-:
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J 1���� / 9 ����`;V ,7 -.- - - - �-8G6-227-260
. .� c_,:..��-cs:�.. �-,.. � �� � ` o
� g r NOTiCE TO CONTRACTORS
I, I 1 F I CONTRACTOR TO NOTIFY U.S.A. (UIJDERGROUND � �
/ � ��CCJ�) ��:� __ 7� �/ ( SERVICE AI.ERT) AT 800-227-2600 A MINIMUM
_�" _ �- T "°"'�- °"�� `""'� I OF 2 WORKING DAYS BEFORE BEGINNIKG UNDER-
t' �'
�Igna�U�� GROUND WORK FOR VERIFICATION Of TWE LOC:ATIQN �, '��`
� AND DEPTH OF UNDERGROUND UTIL�TtES. I �+b,p�� ���c��
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CIVtL ENG11`JEERS
453i CAROB kANE
l05 ALTOS, CA 94024
TEL: (650) 941-8055
FAx: (656) 941-8755
OWNER:
.. � .... COPYttIGHT CC� 201Q .
SMP ENGIYIEERS
CINI ENGNJEERS
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Date:
6/2/2ot t
Scate:
AS SHOWN
Prepared by.
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Checked by.
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211043
SheeF:
1 OF 3
G-1
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TYPICAL TREE PRQTECTtON DETAIL
N.T.S.
FENCE HUNG WITH FLUORESCENT FLAGGING
'ERY 14 FEET.
J LtNK OR WELDED WIRE MESH
8' F�ENCE PQST OF 2" D{AMETER GI PIPE OR
T—ANGLE POST.
PUBLIe WORK NOTES:
7. Approval of these plons does not release the Owner and/or Contractor of the
responsibitity fa the corrections of r�+istakes, errors, or omissions contained therein. If,
during the course of construction of improvements, public interest requires a modificotion
of/or a departure from the City of Cupertino specifi�ation or these improvement plans, the
City Engineer sholi have the outhority to require such modification or departure ond to
specify the manner in which the same is to be completed, at the sole expense of the
Owner and/or Gontractor_
2. Contact Public Works, 777-3104, for inspection of grading, storm droinage and public
improvements.
3• Ail public improvements must be completed prior to occupancy.
4. Contractor is responsible for dust control and insuring the area adjacent to the work is
IeFt in a ctean condition.
S. The Contractor shoU review standard detail 6-4 on tree protection prior to
accompJishing any work or reanoving any trees.
6. ftil grading shali be done in occordance with the Soils report .
7. All storm line installation with slopes less than 29 shall be certified by the Civil
E�gineer.
8. Atl on-site sanitory sewer lines and laterals shall be subject to building departments
approval prior to ins4al{ation.
9. Utilize Best Manogement Prqctices (BMP's), as required by the State Water Resources
Control Board, for ANY activity which disturbs the soil.
10. A work schedule of qrading and erosion & Sediment Plan shall be provided to the City
engirteer by August t5, No q�ading to be performed between October t ta April t5.
11. Civil Engineer or Soils Engineer to review all grading ond submit a final report to the
City prior to occupancy.
12. Compaction reports and pad elevation certificotion are required on ail b�ilding pad work.
13. The Owner or Contractor must call for final inspectfan, and the praject must be signed
off, prior to requesting retum of bonds.
t4. AN new electricol services(power,phone,ond/or coble) shall 6e undergrounded.
15. To initiate release of bonds , contact the Public Works Inspector for Final Inspection.
16_ All downspou.t to �e released to the ground surface, directed away from buildiag
foundotions ond direCted to Iendscope areas.
UTILI T Y NQ TES:
t. CONTRACTOR SHAIL VERIFY THE LOCATION OF ALL UTILITIfS PRtOR TO
CONSTRUCTION.
2. CONNECT SANITARY SEWER AtJD WATER LtNES TO EXISTING STREfT LATERALS.
3. CONNECT GAS AtJD ELECTRIC IiNES TO EX�ST4NG STREET LItTERAIS,
PER PG&E STANDARDS.
4. COPJTRACTOR SHAIL COOROINATE ANY D+SRlLPTIONS TO EXtSTiNG
UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS.
5. ALl ELECTRIC, TELEPHONE AND GAS EXTENSldNS INCLUDING SERVICE
LINES SHALL BE CONSTRUCTEO TO THE APPROPRIATE UTILITY COMPftNY
SPECIFIGATIONS. ALL UTfLITY DISCONNECTfONS SHALI BE COORDINATED
WITH TH£ DESIGNATEQ UTILIlY COMPANtES.
6. PRIOR TO THE CONSTRUCTION OF QR CONIYECTION TO ANY STORM ORAIN,
SANIFARY SEWER, WATER MAIN OR ANY Of THE DftY UTILfT1ES, THE
CONTRACTOR SHALL EXCAVATE, VERIF'( AND CALCUTATE ALL POINTS OF
CONNECTIQN AND ALtc UTIUTY CROSSING AND INFORM THE OWNER/
dEVE�OPER Of' ANY CONFLiCT OR REQUIRED DEV1A710NS fROM THE PL4NS.
F1NDE�GROUI�D UTfL�7'Y �V07'E:
1. UNDERGROUND RLL OVERHEAD UTILITY LINES Ak.ONG THE PROPERIY FRONTAGE
AND/OR ANY NE SERVICE.
S �t �
EN GI f�J EERS
CtVIL ENGIt�IEERS
1534 CAR.08 LANE
LOS ALTT7S, CA 94024
TEL: (650) 941-8�55
FAX: (850) 941-8755
OWNER:
COPYRIGHT `�.l 2010
SMP ENGI Fie�ts
CIVIL ENGINEERS
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PUBIJC RIGHT OF WAY �
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SANITARY S�'WER DISTRfe7' NDTI'e� �Q APPLICANT_/ OWNER:
• Clasai-circ�t vidcv vf the ea�istirt�glnctv pro�ty t7ne cleanout, ptfint t�f connoction
aad District latera� is z�eqtrireci prior to cleare»c� for Ci� o£ Cupe�tino Finai
Ins�tian. (Jame�r to cail D1�trict at leaat �S hoars ��ior to uideo is��pection ca
BChedillE S Di�triCL �Sp�C"tOr. L}IStt�Ct tA �Q�tjdt $il11C�liRg r�CP�'Em'Ent with. wt�tea
noeif�catian v�wn com.pletion cYf ic�sp�aot�o�. (li � 516N)
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• An approved baekflow device(IAPM4 or UP� approved) is reqoirec� for first
floor Since the lowest finished floor with �lumbing is iess than(1'} foot abave the
rim af t�ie nearest t�pstrearn m�nhale.
.1DM70R COUPUNG
SHORT 1ENGM
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11NE TO BE AS 0.0SE AS
PRAC7ICAL AND N0T TO
EXCEED Fl�E (5) FEET
� STANDARD CLE#HWT (PRd�Ei1TY LINE CIEANWT�
� REMOVA@I.E q,EpNQUT P�UG
FlNISH ORADE
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�C1EAf/0UT RISER
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FLOw
STREET LA1ERAl SEWER HOUSE U1£RAL SEWER
NOTE3:
1. YNUMUM PiFE SLOPE DEIERMINEQ BY BWIDMlC DE➢/tR7MENT.
2. U7ERAL SEMER CLEANWT TO BE SANE SUF AS LAIENAL SEWER.
j. AT L.EAST 6-lNCM CIF�IRANCE VALVF CM AND INSIOE OF BOX REWIRED.
STAl�}DARD SA(d1TARY SEINER CLEAIdOUT
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Sheet:
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34 CAROB LANE
S AiTOS. CA 94A24
L: (656} 541-8055
X: (85(5} 94t-8755
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