R-2013-19b �,,
OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE•CUPERTINO, CA 95014-3255
C U P E RT 1 N O (408)777-3308• FAX(408)777-3333•planninq(a�cupertino.org
May 28, 2013
TDH Design
Attn: Tri Hong
19034 Bonnet Way
Saratoga, Ca 95070
SUBJECT: TWO STORY PERMIT ACTION LETTER—Application R-2013-19
This letter confirms the decision of the Director of Community Development, given on May 28, 2013;
approving a Two-Story Permit for the construction of a new 3,933 square foot single family residence,
located at 10189 S Foothill Boulevard, with the following conditions:
1. APPROVED PROJECT
This approval is based on a plan set entitled, "A New Model Home For Mr & Mrs Yang, 10189 S.
Foothill Blvd, Cupertino, California 95014" consisting of 8 sheets dated Received April 25, 2013,
except as may be amended by conditions in this resolution.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set forth shall be incorporated into and annotated on the first page of the
building plans.
3. ACCURACY OF THE PROJECT 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.
4. CONSTRUCTION PLANS SET REVISIONS/CLARIFICATIONS
Prior to issuance of building permits, the construction plan submittal shall include the following
information and revisions:
a. On sheet A-1 of the plans the lot coverage calculation should be inclusive of eaves. Please include
a separate area for eaves and add it into d1e subtotal. Please update sheet A-2.2 to reflect this
change as well.
b. On sheet A-2.1 of the plans, please revise the placement of the new 24" Box, 6' high tree to be on
the subject property after the 15' dedication.
c. On sheet A-2.1 of the plans, please provide the height, at the time of planting, of all required
privacy screening plants.
d. On sheet A-2.1 of the plans, please revise the selected privacy screening species to a City adopted
standard species with corresponding size, height and spread or apply for a separate review by
the City arborist to determine if the selected species meets the privacy planting requirements.
Two-Story Permit Action Letter Page 2
R-2013-19
e. On sheet A-3, please relocate the proposed water heater to be outside of the 20'x20' minimum
interior clearance. Staff recommends proposing a flash water heater to meet this requirement.
5. 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.
6. LANDSCAPE PROTECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per
sections 14.15.040 A, B, C, and D of the Landscaping Ordinance. The Water-Efficient Design Checklist
(Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget
Calculations shall be reviewed and approved to the satisfaction of the Director of Community
Development prior to issuance of building permits.
7. LANDSCAPE INSTALLATION REPORT:
Prior to final inspection, a landscape installation audit shall be conducted by a certified landscape
professional after the landscaping and irrigation system has been installed. The findings of the
assessment shall be consolidated into a landscape installation report.
The landscape installation report shall include, but is not limited to: inspection to confirm that the
landscaping and irrigation system are installed as specified in the landscape and irrigation design
plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that
causes overland flow, and preparation of an irrigation schedule.
The landscape installation report shall include the following statement: "The landscape and
irrigation system have been installed as specified in the landscape and irrigation design plan and
complies with the criteria of the ordinance and the permit."
8. FENCING/GATES:
Fencing is not reviewed or approved as part of this application Where fencing occurs on a common
property line, coordination with the adjoining property owner is highly recommended.
9. LANDSCAPE PROTECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per
sections 14.15.040 A, B, C, and D of the Landscaping Ordinance if more than 2,500 square feet of
landscaping area is proposed. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15),
Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and
approved to the satisfaction of the Director of Community Development prior to issuance of building
permits.
10. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to
issuance of building permits. The variety, size, planting distance shall be consistent with the City's
requirements.
Two-Story Permit Action Letter Page 3
R-2013-19
11. 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 Departxnent
prior to final occupancy of the residence.
12. 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.
13. DEMOLITION REQUIREMENTS
All demolished building and site materials shall be recycled to the maximum extent feasible subject
to the Building Official. The applicant shall provide evidence that materials were recycled prior to
issuance of final demolition permits.
14. DUST CONTROL
The following construction practices shall be implemented during all phases of construction for the
proposed project to prevent visible dust emissions from leaving the site:
a) Water all active construction areas at least twice daily and more often during windy periods to
prevent visible dust from leaving the site; active areas adjacent to windy periods; active areas
adjacent to existing land uses shall be kept damp at all times, or shall be treated with non-toxic
stabilizers or dust palliatives.
b) Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at
least 2 feet of freeboard;
c) Pave, apply water at least three times daily, or apply (non-toxic) soil stabilizers on all unpaved
access roads,parking areas and staging areas at construction sites.
d) Sweep streets daily, or more often if necessary (preferably with water sweepers) if visible soil
material is carried onto adjacent public streets.
e) The applicant shall incorporate the City's construction best management practices into the
building permit plan set.
15. GRADING AND CONSTRUCTION HOURS
All grading activities shall be limited to the dry season (Apri115 to October 15). Grading hours shall
be limited to Monday through Friday, 7 a.m. to 8 p.m. Grading, street construction, demolition or
underground utility work shall not occur on Saturdays, Sundays and holidays, and during the
nighttime period as defined in Section 10.48.053(b) of the Municipal Code. Construction activities
shall be limited to Monday through Friday, 7 a.m. to 8 p.m. and Saturday and Sunday, 9 a.m. to 6
p.m. Construction activities are not allowed on holidays. The developer shall be responsible for
educating all contractors and subcontractors of said construction restrictions. Rules and regulation
pertaining to all construction activities and limitations identified in this permit, along with the name
and telephone number of a developer appointed disturbance coordinator, shall be posted in a
prominent location at the entrance to the job site.
Two-Story Permit Action Letter Page 4
R-2013-19
16. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The City may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
17. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM
The project shall comply with the requirements indicated on the Public Works Confirmation form
dated 4/17/2013, including, but not limited to, dedications, easements, off-site improvements,
undergrounding of utilities, all necessary agreements, and utility installations/relocations as deemed
necessary by the Director of Public Works and required for public health and safety. The Public
Works Confirmation is a preliminary review, and is not an exhaustive review of the subject
development. Additional requirements may be established and implemented during the construction
permitting process. The project construction plans shall address these requirements with the
construction permit submittal, and all required improvements shall be completed to the satisfaction
of the Director of Public Works prior to final occupancy.
18. 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 note that if this permit is not vested within a year, it shall expire on May 28, 2014.
Staff has made all the findings that are required for approval of a Two-Story Permit as required by the of
Cupertino's Municipal Code, Chapter 19.28.150 (B). 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.
Sincerely,
_.._---- -
ose
Associate Planner
408-777-3286
stephenr@cupertino.org
Enclosures:
Approved Plan Set
Two-Story Permit Action Letter Page 5
R-2013-19
Cc: Mr.or Mrs.Yang,10189 S Foothill Blvd,Cupertino CA 95014
Mr.or Mrs.Sun,10168 Camino Vista Drive,Cupertino CA 95014
Pr���Fcirrtt�
PUBLIC WORKS CONFIRMATIt�N F(JItM
Public Works Departmertt
10300 Torre Avenue (408)777-3354/Fax(408)TJ7-3333
Cuperfino,CA 95014 publicworksC)cupertino.org
C 11 P E�tT I ht f.? hftp:i/x=ww.cupertin o.org/public�vorks
A Public Works confirmation form,if required,must be completed prior to project submiftal ko the
Plaiuung Deparhnent. The fee for the confirmation is�263.00. The purpose of�us confirmation is
to identify preliminary Public Works issues, �vhich may adversely affect the application. Please
submit this form, the fee, and a copy of the site plan to the Public Warks Departrnent for reviev��.
The Public Works Department can be reached at(408) 777-3354.
Projert Address: ' �``�i�"► �� 1'"�c�-�-���� Emaii Address: T��'�xSi�t�� ��•
Applicant Nan�e: �� � "���1 Phone No: ���1 ��• ��g3
***For Public Works Department Use OnIy�'**
PIN Crnlfir�ncttioat Rec�uirerl($263} C� C��?G��1��7�}� PW Confir7nation Not Required ❑
�,,,/ ,,;s ,c
Addition: � Single Family D��Telling i� Flood Zone:
� _
Requirements: �y
� Dedicate Right-of-�vay(road): p�D��'� �� �� �� ���� �lt✓��T 17� �t}I�`
� �asement{streetlight):
~°„ "°�....,. --...,,,,,
� Offsite im rovements re u' circi ):side�v curb and gutter urb ranl driveway,
pavement, treet Iigh street tre , 5k N��(B�
�?�+SKK�, ST �i SI�E�T 2'l. M�N�MkM . �it7L�.
�` Registered civil engu�eer require to design gracting plans ar iznprovernent plans
(��►S�,t� AG troNWt� �S iY�s�trn��1 �an. f�st�+v� �LoW 1 ,
� Clearly show all utility es from fi�le house f pra�ect siEe to the street(elecEric,elecfnc
panel,gas,�vater,sec��er). Indicate as new(N)or existing(E�
� Undergraund all overhead utility service to new house or ne�v electric panel
� Show onsite drainage on site plan with direction and slope percentage
� Include relevant City Startdard notes and Detaiis on plans
� Encroachment permit ar DeveIopment Agreement
� Streamside Pernut
� Soils letterirepart
✓ SuU t re title repart and Quitclaim underground�+=ater rights
�+�'a'����'�o
Couui�ents.� K��R� �akJ�P�o(,� �1't�b'rn � f20�'Wp� 7'0 tf�� StO�W�L�- I'i�CVK�STft�►t�.
c�U�S'f��itt.i �t�! ��f�GE#�'p Sli1GW62�t� fMtvb �G �'Np �Mv A'p �r� . Dl�'nl N-St�
I�,v�w v� �,. .a.U�., A l u t, Go� �'Ii t� S�i�v+'+ �.�rt�) k � ktJ�t B�
' 1�S�Gt� �'�+1GtC . -1't�(3 R�2.�It�i�
Signature ` Title Date 1f QQt��IU�
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R_App 2Q12 Jc�h�1 Rei°ised 7,'1.>2012 ����.��
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A NEW MODEL HOME FOR
MR & MRS YANG
10189 S.FOOTHILL BLVD.
CUPERTINO,CALIFORNIA 95014
GENERAL NOTES PROJECT DATA
1. ALL WRITTEN DIMENSIONS SHALL OVER TAKE PRECEDENCE OVER SCALED TFN$5 PR0.)ECT SHALL COMPIY WITH
DMAENSIONS. 2A071.B.0 AS AMENOED 8Y 1NE 2010 C.B.0
2. ANY DISCREPANCIES SHALI BE BROUGHT TO THE ATfENTpN OF TDN DESIGN ZC08 N.EC.AS AI+IENDED 8Y THE 201d C.E.C.
PRIOR TO COAMAENCIlIG. 2009 U.M.C.AS AMENDED BY THE 2010 C.M.C.
3. VERifY�OCATION OF UTILITIES AND EXISTING CONDITIONS AT SfTE PRIOR TO 2009 UP.C.AS AMENOED BY THE 2010 C.P.C.
CONSTRUCTION BIDDING 2010 CALIFORNIA RESIpENT6qL COOE
4, CpNTRACTOR ASSUMES FULI RESPONSIBILITV FOR METNOD AND MNJNER OF 2C10 CALGREEN COOE
CONSTRUCTlON AND FOR AU.JOB SfTE SAFETY DURING CONSTRUCTION. 2010 CALIFORNIA FIRE CODE
5. GROUND FS TO SLOPE AWAY FROM FOUNDATION 5%FOR A DISTANCE OF 10 FT 2010 CALtFORNUI ENERGY COOE
AWAY FROM 7HE BUkDING;IF 10 FT.CANNOT BE MEET,PROVIDE 51MAlES.PROVDE ALL OTNER APPLICABIE STATE ANO LOCAL CODES AND ORDINANCED
2°K SLOPE IF p�ERVpUS SURFACE IS USED.SECTtON R 4C t,3 OF 2010 CRC. ASSESSOR'S PARCEL NUMBER 342-14p74
6. SEPARATE PREMfiS ARE RELTUIRED FOR OCCUPANCY ANp ALL FUTURE 1FNANT 7ypE OF CONSTUCTtON: V-8 FULLY.SPRMMLERED
IMPROVEMENTS.SEPARATE PERMITS ARE REQU9tED FOR MECMANICAL. ZONE: R-1-10
EiECTRICAt 6 PLUAffiING WORK. EXISTING USE: ONE STORY.SINGLE FAMILV RES�ENCE
7. ALL WORK APPLIANCES AND EaU4PMENT SHAIL COMPIY WITH C.E.0 TITLE 7A pROPOSED USE: TNO STORY.SMGIE FAMILY RESIDENCE
RESIDENTIAL ENERGY STANDARDS. p��1ppNCY GROUPS: R-3IU
8. 7HE BNI�ER SHALL PROVIDE THf BU0.DRJG OWNER,MANAQER,AND THE OR�GMIN.
OCCUPANTS A LIST OF THE ENERGYSAWrG CDNSERVATION FEATURES DEVICES, g(,wqRE f00TAGE CALCULATfON:
MkTERIAIS.AND COMPONENTS INSTALLED IN THE BUH.OING,ANO MSTRUCTIONS
ON HOW TO USE THEM EFFICENTLY.SUCH FEATURES INCLUDE FEATIN�,COOUNG, GROS6lOT AREA•9,781 SQ,FT.
WATER HEATING,AND LIGHTRJG SYSTEMS.AS WELL AS MSULATION.WEATHER �OT AREA t0 Gtt�FRONT YARD=iSFT X 6B fT=7,620 Sa.FT.
STR�PPIN6 WINDOW SHADES.AND THERMAL MASS MATERIAL3,THE WSTRUCiIONS
SHAII BE CONSISTENT WfTM SPECIFICATIONS BUT FORTH BV THE EXECUTRIE NET l0T ARFA=GROSS LOT AREA-LOT AREA TO GiY
DIRECTOR. •9.T81 SQ.FT.•1.0T0 Sp.FT.�8,76t Sp.FT.
NET LOT ARFA: = 8,181 Sp.FT.
GARAGE AREA = 441 SQ.FT.�SLAB ON GRADE)
FIRST FlOpR WING AREA 2,317 S�.FI.(RAISED F100R)
TOTAL FIRST FLOOR AREA = 2,758 Sp.Ff.
SECOND FLOOR LNING AREA �,775 SQ.FT.(4260%Of FIRST FLOOR AREA)
TOTAL FLOOR AREA = 3,933 SQ.FT.4 42 SQ.FT.(DBL.COUNT AREA)
TOTAL FLOOR AREA • 3,93�2 SQ,FT.(3842 SO.fT.MAX)
FLOOR AREA RATip=TOTpI F100R AREA t NET LO?AREA
scoPE oF woRK sa;�;�;���45�.�
7HIS PROJECT WILL PROVIDE A NEW 3.�92 SQ.FT.LN1NG AREA ANO A NEW 4t1 S(�.FT, COVERED PATIO AREA • 338 SD.FT.(SlAB ON GRADEj
GARAGE FOR 3 BEQROOMS.5 BATHS,LNING ROOM,FAAMI.Y ROOki,PIANO ROOM,SI'fTM�G ���D PORCH AREA = 118 SQ.fT.(SLAB ON GRAOE)
ROOM.LIBRARY.DIMNG ROOM,UUNDRY ROOM AND A NOOK. (`,qpp�ARFh • 4115Q.FT.(SLAB ON GRADE)
FqtST f100R INiNG AREA = 2.3t7 S�,FT.(RAISED f100R�
�,ECOND FLOOR CANTILEVER AREA• 18 SQ.Ff.
TOTAL COVEREO AREA � 3233 SQ.FT.{4.381 SQ.FT.M4Xj
LOT COVERAOE •T4TAl COVEAED AREA 1 NET l0T AREA
•3133 SQ,FT.16,761 SQ.FT.
•0.3690•36.9096<50.009G(MAX.)
DtRECT ROOF RUNOFF SHALL BE:
A.DIRECT RODF RUNOFF ONTO VEflETATED AREAS
B.DIRECT RUNOFF fROA�f��EINALK6,WALKWAYS.ANDfOR PATIOS ONTO VEGESATED AREAS;
C.DIRECT RUNpFF FROM�RNEWAYS ANOIOR UNCOVERE6 PARKING LOTS ONTO VEGETATEO
D.CONSTRUCT SIDEWAlK3.WAIKWAVS ANOlOR PATIQS WITN PERMEABLE SURfACES
VICINITY MAP SHEET INDEX
e ^ ARCHRECTURAL
p � � ,° s A-1 TfTtE SI�ET.8 SITE PLAN
� �. .:�. � A-2.1 PlAN1RJG PIAN 6 NEH3HBORING EIEVAT1pN
- n 0 A-22 DEA�OLI110N PLAN
Sre.ens C�eek,..a Stevens Creek Bivd /�-3 ROOR PLANS
� A1 ELEVATIONS
Al ELEVATIONS 3 ROOF PLAN
��+ � A-8 ROOF PLAN,SECTIQNS d DETA0.S
S1 SiJRVEY PLAN
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PROJECT TEAM
UESIGNER STRUCTURAL ENGNJEER ENERGY CONSULTqN7 OWNER
TOH DESIGN WE&LEV LW ENGII�ERING CAR$TAIRS ENEROY CALCUUITIONS UR.8 lARS,vANG
19034 60NNET WAY 7248 SHARON DRNE A`0 904 EVERT COURT �oie�s.Foon+u�e�w.
SARATOGA,CA 95070 SAN JOSE,CA 95129 PASO ROBLES,CA 93448 CUPERTMlO,CnLIFORNI�D5011
408.829.60E3 409.913.1839 805.904.9048
PROPERiY LWE
_ _ SO° 00" 68
�
v
( GROUND IS TO SIOPE AWAY FROM � �
fOUNDATION 596 FOR A OISTANCE
OF 10 Ff AWAY FROM THE BWLDMX'a; m y
IF 10 FT.CANNOT BE MEET.PROVIDE `�' g
SWALES.PROVIDE Z`K SLOPE IF
IMPERVIOUS SURFACE IS USED. "
LL 0
SECT�ON R 401.3 OF 2010 CRC.NO
r
CONCENTRATED FLOW ACROSS TF£ � �
RIGHT-0E-WAY.NO DRAINAGE ONTO q �
NEIGHBORING PROPERTIES.ALL �
�RAINAGE TO LANDSCAPE.
�� �_
� �
�(E)6'fRUR 7REE
ttEASE SEE 1REE
PROTECTION NOTES
ON SHEET A2.1 �
�
NOTES:
REQUIREMENTS TO�RAOE 2'A,
AWAY FROM THE BUILOING Af�THE
SLOPE ON SITE MUST BE 1°4 TO A
PUBLIC WAY.
'-,� �
_� �
�
NOTES:
1. GROUND 18 TO SLOPE AWAY fROM FOUNDATION 5S'o FOR A qSTAIVCE OF 10 FT AWAY FROM THE BU�DING:IF 1C FT.CANNOT BE MEET.PROVIDE SWALES.PROWDE 2Ye
SLOPE IF p.1PERVIOUS SURFACE IS USED.SECTtON R 401.3 OF 2010 CRC.NO CONCENTRATED FLOW ACROSS THE RIGi1T-0E-WAY.Np DRAINAGE ONTO NEIGHBORMJG
PROPERIIES.ALL ORAM�AGE TO LANDSCAPE.
2 REQUIREO SEtBACKS AAAY REflU6tE CERT�ICATION BY THE CiTY Of CUPERTINO PRIOR TO FOUNOATION MSPECTION.
3. APPROVAL Of THESE PIANS DOES NOT RELEASE THE OWNER ANDIOR CONTRACTOR OF THE REPONS�ILfTY OF THE COIiREC710NS Of A4ISTAKES,ERRORS.6R OMISSION:
CONTAINED THEREW.IF 6URING THE COURSE CONSTRUCTIdN IMPROVEMENTS,PUBIIC INTEREST REQUIRES A MOO�FICATpN OFIOR A DEPARTURE FHOM THE CfTY OF
CUPERTMIO SPECIF1GitI0N OR THERE IMPROVEb1ENT PLANS:THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARNRE AND TO
SPECIFY THE MIWNER IN WHICM THE$AME IS TO BE COMPLETEO,AT THE SOLE EXPENSE Of THE OMVNER ANUfOR CANTRACTOR.
4. CONTACT WBLIC WORKS,(408)771310�.FOR INSPECTION OF GRADING,STORM DRMlAGE,AND PUBLIC NAPROYEMENTS.
5. ALL PUBUC p+�ROVEMENTS MUST BE COMPLE?ED PRIOR TO OCCUPANCY.
8. CONTRACTOR IS RESPONStBLE FOR DUST CONTROL AND INSURWG THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
7. CONTRACTOR SHALI REVIE`IY CITY DETAIL 64 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
8. U7ILIZE BEST MANAGEMENT PRACTICES(BMPSj AS REOUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTNITV.NM111CH DISTURBS THE S00..
9. TO IWN+TE RELEASE OF B01J�S,CONTACT THE PUBLIC NIORKS INSPEC?OR FOR FpJAI MISPEC710N.
10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE,DIRECTED AWAY FROM BUILDWG FOUNOATIONS AND DIRECTED TO LANDSCAPED AREAS.
11. PRIOR TO BEGMJNIW�AN1f WORK WITHIN TkE PUBLIC RIGMT OF WAV,TNE CONTRACTOR WILL BE RESPONSIBLE F4R PULLING AN ENCROACHMENT PERAMT FROM THE
PUBIIC WORKS DEPAR?MENT.
12 MSTALL NEW VROPERTY LINE CLEANOUT(PROPERTY LINE CLEANOUT MUST 8E WfTHIN 5 FEET OF TIfE PROPERTY UNE�,ClEANOUT SFfALL 8E TFIf SAME DIAMETER AS THE
STREET PORTION OF THE SERVICE IATERAL!GRAVIFY LATERAL IS 4'DUtMETER MINIMUM)SEE SITf PLAN FOR LOCATION.
13. VbEOTAPE iNSPECTION OF THE EJ(ISTINGJNEW PROPERTY L1NE ClEANOUT POINT OF CONNECTION AND STREET LATERAt IS REG1U�tED PRIOR TO PASSkJG THE CI1Y
CUPERTMO FINAL INSPECTiON.OWNER TO CALI DISTRICT 48 H011RS PRIOR TO VIDEO INSPECTION TO SCHEDULE A DISTRiCT INSPECTOR.DISTRICT TO PROVIDE BUIDING
�EPARTI�NT WfTH WRRTEN NOTIFICATION UPON fAMPLETION OF tNSPECTION.
14. AN APPROVED BACKFLOW DEV�E�REOUIRED:VERIfY EXISTENCE AND SERVICEABRITY(IAPIAO OR UPC APPROVED�.THE BACKFLOW DEVICE WILL BE RJSPECIED BY A
DISTRICT M!S'PECTOR AT THE TIAIE OF V�EO MSPECTIOM.DISTR�CT TO PROVWE BUIIDING OEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION pF Itd$PECTION
15. IF STREET DED�,4TION IS REQUIRED,STREET POTpN Of EXISTING SANRARY SEWER IATERAL IS TO EXTENDED'0 THE NEW PROPERTY IME.LATERAL PERMR VV�L ONLY
BE ISSUEO TO LICENSED UNDERGROUNO CONTW4CTOR REGIS7ERED TO WORK IN THE CUPERTiNO SlWITARY�ISTRICT.INSTRUCTIOfJS FOR CONTRACTOR'S REGISTRATI01
CAN BE FOUND ON OUR WEBSITE WY�N.CUPERTINOSANITARYDISTRICT.COM UNDER DOCUMENTS.
16. STORM WATER FROM$URFACE OR ROOF DRAINS.OTHER OENERAL SURFACE RUNOFF WATER OR CONDENSATION FliOM ANY RESIOENTIAL H4AC EQUIPAffNT SHALL NOT
15'-2'SECOND BE DISCFIARGED TO THE SANITARY SEWER.
� f100R SIDE / � � ` � 17. A MOLD 4Vp.L BE ADDEO ON 1HE FINAL INSPECTION Of THE PROJECT fOR THE PROPERTY OWNER TO RECORD A COVENANT WITH SANTA CL4RA COUN7Y INFORh11NG
�Tgq� 1� \ FUTURE PROPERTV OWNERS OF THE SEIBACK RESTRICTION&ON THE PROPERTY.PEFi fANDRpN tW OF PUNNING ONISION ACTbN LETTER DATED 12t20110.PLEASE
y CONTACT THE PIANWINO ONtS10N IN AOVANCE TO DRAFT THE COYENANT DOCUMENT,
� � �� �ry - �- 18. OVERHEAD UTIL1IY SERVICES TO 8E RELOCATED UNDERGRWND.EXISTING OVERNEAD UTILRY LRdES SHALL BE REMOVED AND UNDERGROUNDED TO NEW SERV�E
�� �,� � ��5.
� 19. CURB.GUTTER 8 SIDEWALK SHOULD CQNfORM TO EXISTNJG IMPROVEA4ENTS ON EACH SIDE OF PROPERN FRONTED
2�. EXISTING AC PAVEMENT TO BE SAW CUT 1'FltOM NEV/lW OF GUTTER.
� � 21. PLEASE SEE SURVEY PLAN FOR ADDRlONO�I INFORA4ATIpN.
� � COVERm PA710 +'
� , . . �;;�� 3�a sa.�.
� � � (
� � �5= �� �.
" � �,: ♦I
PROPERTYLINE � . '�I �
� � \
.'�'�t-., ; . � \
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.'p- � � v � �
• � .' � . � �` /''�PROPERTY IINE
;V �e.Y!'air�r�a� ' , � \ �
s . � ; n � �
�� �jr N�' I�.� JC"?�.#�..l�i�,.i''\ . �
� �, . JP • 'r n`°.,
� � PA110 � R ( °' ..�..._ -
II � .
�,. .�. , �'• .� � ��< ,� -,.,�.�.-.�, .�...,.:.�..
s � ' '
� � � N e�4��Q��� � � ! _ +
�GARAGE AREA • 441 SQ.F7. ' �', -i �
�.. i o I ._. ,-
• fIRST FLOOR LIVNVG AREA �2,317 SQ.FT. � 't�j � ��
'r� ����- TOTAL FlRST FLOOR NtEA •2.758 SQ.FT. � ��
C. SECOND F100R LIVING AREA =1,175 SQ.FT. i
��` .��#�?�'�C�' ' as sQ.Fr.;,�. �}'K G J [�.v i� 1
�
� i�..-�+ �s
��' �
� LNING AREA ���' _ " :'p � �"t ,
� F.F.�o3.�s� ��t� - JI s-0•sECo /
��'�� '�., . � - FLOOR "'+�l /�f�/
I \`{I , SETBAC �'____�l '
. . . � �Yi.'7.RZ�4. �r �
� � 4ARAGE I
"� fS.101.� (NK3AS TER
(N� S
� � EIEC.M R
�9'-0'FYtST �
FLOOR S�E •FIRST
SETBACK S�E
GROUND IS TO SLAPE AWAY FROM � SEIBACK
FOUNDATION S°/.FOR A OISTANCE �
Of 10 FT AWAY FROM THE BUILDpJO:�
I IF 1Q FT.CANNOT BE MEET.PROVIDE � I� �
� SWAIES.PROVIDE 2%Sl4PE(F � �
�N IMPERVIOUS SURFACE IS USE0. �
SECTION R 401.3 OF 2010GRC.NO � g
(E)�4'b1APlE TREE CONCEMTRATED FLOW ACROSS THE p
PLEASE SEE TREE RIGHT-0E-WAY.NO DRAkJAGE ONTO u-'- z
PRATECTION NOTES �NEIGHBORING PROPERT1ES,ALL � � ��wj,Y
qd,HEE7q2.� DRAMIAGE TO tANOSCAPE. � (N)ELEC.LqJE
b 4 �N)GAS LINE
�I _ N . .' _
� FRONT YARD aore: I j �
1.WfDTH OF NEW ORlVEWAY �
(E)WATER 8 SEWER � �; �' AND DRNEWAY APPROACH AND �
UA�.(E)WATER MEfE�S I� ,y- � .�� THAT NEW DRNEWAY WILL BE
WILL BE RESET AT NpTE;REMOVE(E) o CONSTRUCTF�PER CITY (
THEIR CURRfNT pRNEyyqy g '- STANOARO ORA4VW�t-20.
LOCATION REPLACING SIDEWALK -vQ, 2 EXISTNJG OVERHEAD UTILITY I�
A►�ID CURB/GUTTER UNES SHALL BE Rp�l()VEp AN6
ALONG PROPERTY pROPERTY LINE UNDERGRWt�ED TO NEW L
FRONTAGE IF NEC. S��E�T�. t-
- - - - a
NO°15'S2"W 68.00' �w u��o sn�wuK
����R PA�LS.PLEASE STM�pARO
.. CURB OETAIL ON SHEE7 M1. I �
��
(E)T�
SOUTH F44TH 1 LL BLVD
LEGEND
t� FIRST FLOOR AREA
L
C1.G.LL�LJ SECOND FLOOR AREA
OD04YN SPOUTS w/(N)CANCRETE
SPLASH BLOCK LOCATpN
SITE PLAN SCAl.E:1/8.=,,-0.
��2
- %�-�D/
+�--,_..._---s'.6� �.p^:.�_..._-.._
�1
I�•,.CC RfiNEN1'fA , .. � .. ,..
D'�.L.C,COMMEFQA�d iN0j�5
ST4NpMD0.(i866UTTEA �_ - �
� ' � i %:.v';�%•i�Yr' `�
\c t,�.F
�
=•- ..--' a c.nss i:�r,r,QC6nrE ,t
i'Q.A55 Ii A66RF6ATf 6A5F �T�ti 9CX RFLATSVE
�Nt7F�97+RE��mE co.us�ctt�M1�
coxtv�tr.oro MdfJOL2THIC 5IDEWALK
6"
�------�-�---JO'(12'OL�SAN JOSE AFEAi ���i
l
, „�niE -4'.y----__.�.I 1
��-YARKSIRV � a�oCC. I
STANOARD � I I
GLRB66VTiR ��
, .•�♦. `�/ /\i\'�`'� e\<•ClAbb II KR!![6A7F BASE
�re. WITN�90%�EURVE
ca�wncTtoN
�...us-;,n�:.eE6��E aRSE
WI(M A 95%PELAIT.{
CpNYACTTO'v
OETALHEO SIDEiNALK
NOTES:
1.Orivcway conc^ett th�ckncss:Raci�entiul-6".Commercial and Industriol-6".
2.One pound of dtspwfinq blak sFmll be m�Ked with eoch cubic yord of corKrete at the
bntch pknt.
3.Sidewaiks,curbe am!guttert shall bc Clatt'B'(S satks oer c�ic yard}aa per Sta:dard
Specifkat�on and�hall attan a ctrr+gih 3,000 p.a.i,in 28 days.
�.S�dewalk f�nish shall bt coarse brwh typc.
���l1�
r�r��of cuNERTir�o .�p� ,C.(.l.�U u�rr:/.(7.D"% ,.,a
ST.qNI).1RD DF.TAILS ,._,__,
. i
r----_ � �-- � __ -- -
__ h ��.r. -� -�.. i � .. �i,..�
_ _ �
,_ ��� ` �=e . . ' �', / ..
_� --".:i *�� �� ._...
A1=6 - �,�� �:g.-=-
�.-�___. �-.t; !_.. _.._ - .��
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9 i \ { t
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-��- Y �',.^�M1'w �i' • , I
_t_ � tV ' :. .• • � -
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At�d _ ---
� ._�: .�yV.t�+t�--.
pz-�
u:_,.,_.2 �`r...�; i_1_ ',� .. ..--�
..`�1._u'Y_.9�1._ _ i _�
i � . n'
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IYPE E(MQUNTABLE QU�1 -i--�+ �.^_,.'`-`-==�_�
-----'--- ...»i ,�� �..--
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E7fTNUDEp p1RB � aA3-Bq T , ,. , A3-60.
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3 � � �Z Z
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lOC HUA
�
TRI HONG
o��
JANUARY,2012
�F
JOB
011-146-t1
SI#iT
A-1
OREEN BUILD[0fi LIBt:
1. FRONT ENTR4NCE HAS VIEWS FROM THE NSIOE TO OUTSI�E CALLERS
2. FRONT ENTRANCE CAN BE SEEN FR0111TiE STREET AND�OR fROM OTMER FRpNT DOORS P
3. HOME MCIWESAT LEAST A HALf�BATH ON TME GROUNO FLOOR MA7}I BIOCKING fOR GRAB BARS
4. PROTECT EXISTING TOPSOIL FROM EROSpN AND REUSE AFTER CONSiRUCTqN
( 5. DNERT CONSTRUCTION AND DEMaft10N WASTE I��
8. fd01STURE SOURCE VERMiCATpN ANG CORRECTION
�. corrrRa caouuo Mas�uae wm+vnPOa eartm�x
I 8. DESIGN AND BU0.D STRUCTURAL PEST CONTROLS I �
9. RESOURCE�EFFlCIENTLANOSCAPES
10. 4M1�IAL NRF ARE/S
1 i. HI�N-EFF�CIENCY NtRIGATION$YSTE1Au INSTALLED
12. CONPOST ANp RECVCLE GARDEN TWNANNGS ON$ITE
13. REDl10E POLLU?pN ENTERING THE NOME fRON THE GARAGE
1�. HIGN EFfIC1ENC'f HVAC fIITER(MERV 6+) �
15. NO FlREMACE OR SFALED GAS FlREPIACES WITH EFFlCIENCY RATING x$0'16 USING CSA STANOARDS -
I6. EFfECTNEIXHAUSTSYSTENSINSTALLEDINBATHR00MSANDIQTCHENS
17. CARBON M6NOXIOE ALARU�S)WSTALLED �
18. ENTRVWAYS DESKiNEO TO REDUCE TRACKED IN CONTM�qNANTS �
78. ENERGY STM�ISHWASMER(MUST MEET CURRENT SPEGFICATIONSI(MUTUALLY EXC�USIVE WITM J3�
20. ENER6Y STAR CLOTHES WASMpJG IMCHINE WITN WATER FACTOR OF 6 QR tESS.MEETS CEE TIER 2 REQUIREMENTS(�AODIFlED ENERGY
FACTOR 2.0,WATER FACTOR 6A�
1 21. ENERGY STAR REFRIGERATOR MISTALLED.ENERGY SiAR DUAIIFfEO 8<�qJ.FT,CqDAC(iY(wA1TUALLY EXCIUSNE W1TH.1J) '
22. BUILTaN RECVCLING CENTER
23. LOW MERCURY LAMPS(LINEAR AND COMPACT fLOURESCENn ��
( �t �
�N •DPP
W=�
��o
o�w �DPP
o N
r3°C
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z
W°� ps
��',o •Dav
i ?�� i
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�DPP
�DPP
�DPP
� '
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(
�
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(
� ,
1
�
�DPP
�DPP
�DPP
•DPP
�PP ...� �P DPP TPP DPP DPP DPP DPP
• � • • • • • • • • •
{�6'FRUIT TREE �
REAR YAI� • �
� �
�� �f �::t�.*i°'�1r' '
+ . �
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'� �
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0
:� �
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(
DPP�'
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_ �_ ��DPP�
DPF•
m
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DPP z'�u�
m
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DPP '
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DPP�
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- -
�TREEPROTECTIDIIDURNG CONSTRUCiION.
PROTECTED TREES DESIGNATED FOR PRESERVA710N SHALL BE PROTECTED DURiNO
DEVELOPAIENT OF A PROPERTY BY CONPLIANCE WITH FHE FOILOWING,WHICM MAY BE
MODIRED 8Y THE PLANNWG DIRECTOR:
I 0.PROTECTNE FENCING SHALL BE M1STAlLED NO CLOSER TO THE TRUNK THAN iNE
DR�IWE.AND FAR ENOUC�li fROM TT1E TRUNK TO PROTECT TME NdTEGRITY 6F TFff
TREE.THE FENCE SHALL BE A dpNMUM OF FOUR FEET W HEK;FiT AND SHALL BE SET
SECURELV IN PLACE.THE fEkCE SMALL 9E OF A STUROY BUT OPEN MpTERIAL n.E..
( CMAl1�M�K),i0 AILOW VISI&UTf TO THE TRUNK FOR MSPECipNS AN�$AFEIY.?MERE
SHALL BE NO STORAGE Oi ANY KMG WITNW TFE PROTEC7NE FENGNG.
8.THE EXISTING GRADE IEVEL AROUNO A RiEE SHAIL NORMALLV BE MAINTANED OUT
TO THE DRIPLt7E OF THE TREE.ALTERNATE GRADE LEVEIS MAY BE APPROVEG 8Y THE
PtANNING DIRECTOR.
C.DRAW WELLS SHALL BE AJSTALLED WFIENE'JER MIPERVpUS SURFACES WILL BE
PLACED OVFR TME R00T SVS7EM OF A TREE(THE R00T SYSTEM GENERALLY EXTENO$
TO THE OUTERMCST EDGES OF THE BRANCHESj.
�.TREES'f}1AT HAVE BEEN DAMAGF�BV CONSIRUC110N SHALL BE REPAIRED IN
ACCORDANCE WRH ACCEPTEO ARiiORICULTURE AiETHODS.
E.NO SIGNS,WIRES,bR ANV OTHER OBJECT SW�LL BE ATTACHED TO THE TREE.
' f. PLEASE SEE ADDITION AO�RIONAL TREE PROTECTION 11.OA Oi YUNICNAL CODE IF
NEC.
(iREE lE0EN0
NEW PUNT SIZE OVAN77TV
t. HEMERCAIIIS VAR'S�DAYLILLY 5 GAL
z ►rn�wr+cvar�ss scra
3. DODONAEAVISCOSA'%1RPUREA 15GAL
0. ANEAqNE X HYBRIDA I JAPANESE ANEA/ONE 1 GFL
5. MUHIENBERBV,CAWLIARIS I PINK MUHL`! 1 GAI.
6, 24'BOX 1REE
EXSTRJGPUNT SIZE WANTIN
i �. ��,�� s� ,
B. AMPLE TREE 14' 7
�NpTES
7 THICI(UYERS OF 9ARK MULCM WN.L BE PLACE NI ALL SHRUB 8 GROUND COVER
ARFAS.
LAWN TO BE U�VARF TALL FESCVE MD(SW.
WATER CANSERVING AUTOMAi1C fftRIGAflON SYSiEM FOR ALL PLAIiNG AREAS,
PUNTPIG NOTES
71. THE PIANTING IS GIApRPMAMTIC 6NLY.THE E%ACT i�JCAT1pN OF Pl,4NT MATERkL
&FIALL BE DETERMINED IN THE FIELD.
I t2. THE CONTRACtOR SHALL YERIFY TFiAT 1}IE S0�?0 BE PUNTED IS NATIVE.AND FREE
FROA/ANV WREiGN AMTERIALS OR SUBSTANCE6,
13. TNl ALL NEW PUNTING AREAS TO A DEPTH OF M AND REMOVE ALL WEEDS.STICKS.
' STONES OVER f OIAMETER.AND ANV OTHER MATERWL WHICH WOULD BE FiARMFUI
TQ PLANT GROWiM.
t4. ALL NEW PLIWTINO AREAS SHALL RECENE A 2'LAYER 6F NITROGEN FORTIFlED WOOD
RESIOUAL.TILL IN TO A DEATH OF 8'AN6 Flt�GRADE.
15. ALL PLANT MAiERIAL SNALL RECENE'AGRIFORM"FER111JZER TABIETS AT THE TME
OF PLANTNG.MISERTEO IN TFIE BACKFILL NIX Ai H4Lf THE DEPTH OF 1f1E R00T8ALl
TABLET QUANTlTIES AND 61ZE AS RIOICA'ED ON Tlff PI.ANTING DETA�S.
18. AFfER FR1E GRAOING.AND PIANTNJG.jPR10R TO TOP DRESSNG WfTM MULCN!A
PRE-EAiERGENT HHtSICIDE SHALL BE APPL�O AT A RA7E ANU METHOD
RECOMMEl�IED BY THE PRODUCT MANUFACTIMtER SPFiEAD AS A TOP DRESSNG,A T
IAVER OF t�NTROGEN FORTIFIED BARK(LARGEI,IN ALL PUMMI(i AREAS FOR
ADDRIONAI riEEG GONTROL AND WRTER RETENiqN,SUBMHI A SAh�LE FOR
' APCROVAL
17. qLL pLANT IMTERUIL SU&STfTUipNS SHALL BE APPROVED BY THE ONRJER$OR THE
I LANDSCAPEARCMpfECT.
78. AlL PLAN1kJG OETALS SFULL BE CLOSELY FOLLOWEQ.AND ALL LOCAI GOVERNp1G
CODES SMALL BE AET.
19. ALl U1WN TO BE$OD"OOU%E DWARF CHAMPION'BY SHE GRASS fARN 1N MOR('aW
HLL
Z0. LAWN HFADERS SHALL BE 7"THICK PLASIIC COMP.5TAKE AND SPLICE TO ACHIEVE
SMpOTH ARCS.
21. ALl PUNT MATERUILS SHALL BE M A�ALTMV.VIGOROUS�hN0 DISEASE fREE
CONDITION.T1�PIrW SIZE SPECIFIED.PIANTS NOT MEETMG THESE REQUIREMENTS
4VILL BE REFUSED,EVEN IF PLANiE�.
21. BOULDERS SHALL BE SET WITH S OF THE BOUIDER BURE�.
(
�
. . - � �
LEGEND
sQ.�.<Z�oo so.�r.�.- ' � s� r� PT�
(LANOSGPE PROJECT SUBMITfAII A 13'-tt•%21'�' 302 S�.Ff. LLl11d �N0.SCAPE AREA I
B 2E'�'%20"-2' S7�SGFT.
NOTE:NO MORE 1HAN 5096 OF THE C 25'�'X 21'-0` 535 Sa.FT.
FRONT YARD SETBACK MANAGE ' TO7AL tANpSCpPE AREA; tA1�SQ.FT.(2500 S�fT.MAX.1 � TURFMINN AREA '
SURFACE RUN OfFS.ENSURE T11AT
NO MORE TF1AA150%OF TfiE FRONT � 37-0'X T•10' 251 Sa.FT.
YARD SETBACK AREA MAY BE 2 1T�8'X 5'J' 67 Sa.fT.
COVERED WITH A COl�INATION OF TOTAL TURF ARFAMWN AREn: 318 SQ.FT.(1.250 S�.FT.►UX) _ - SECO�fL00R 4VIN00�
IAAPERVIpU$OR SEA41-PERVIOUS 318 SQ.fT.l 1.411 SQ.FT.=02254=22.51%<25°�o MA%.
� � SURFACES. � �
I�WUPLIFiEDStDEWALK pLpNTING PLAN
PANEIS.PLEASE STANDARD SCALE;1/8=1'-0"
CURB DETAR.ON SHEET A•1.
�020� NEIGHBORING ELEVATIQN �o�ee �,,�:,,�.�,.-0. �o���
. f
�
._.��Y� ., ., . .
.` 4..'.
�..�..�... .. . /
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S-2s�3
DRArM!
•4.00 HUA
d1EC1�ED
TRI HONG
��
JANUARY, 2012
9CMF
•YW
���-��-��
�
A-2.1
SECOND FLOOR
M�poF�alc f: tO1N S FOOTtIILL BLYD
Closure Sumo+ery
Precision, t pert in
Error distence:
Error direction:
Area:
Square area:
Per i�aeter:
Point of Beginning
Eastine�
Northin8�
Side 1: Line
Direction:
Mgle:
Deflection angle:
Distance:
Easting:
Northir�:
SiQe 2: Line
Direction:
Mgls:
Deflection angle:
Distance:
Easting:
Northing:
Side 3: Line
Direction:
Mgle:
Deflection engle:
�1 Si8f1C8:
Easting:
Northing:
Side 4: Line
Oirection:
Angle:
Deflection angle:
D i stance:
Eesting:
idorthing:
FIRST FLOOR
FLOOR AREA CALCULATI�N DIAGRAM SCALE;t!8�=�-�
107090.149'
0.��4�
N88' 43' S7"W
9780.99 Sq. Ft.
9780.986
423.680'
4989.6213"
4933.0416'
S89° 50' 00"w
[89.8333 (d)]
[-90.1667 (d)]
143.900'
4845.7219'
4932.62�'
NO° 10' 00"W
[-90.0000 (d}l
[90.0000 (d)l
68.000'
4845.52�1'
5000.6288'
N89' 50' 00"E
(-90.0000 (d)]
[90.0000 (d)l
��.IBQ�
4989.3035'
5001.0470'
SO° 15' 52"E
[-90.0978 (d)J
[89.9022 (d?]
68.000'
4989.6174'
4933.0477'
1/2
}0T AREA CALCUUtTpN;
GROSS LOT AREA•9.78/SO.FT.
l0T AREA TO CIiY Q FRONT YARD•15FT X 68 FT•1,Q20 90.FT.
NET l0T AREA■GROSS LOT AREA•LOT ARFA TO CtTY
•9181 SO.FT,-1.020 SO.FT.•8,781 SQ.FT.
AR
AE�� 9'$X 12'�6' 119 SQ.FT.
COVERED PORCH AREA: 179 S�.FT.
B t5�-0'X14"�• 21552FT.
C 8'�'%14'�' 123 SQ.FT.
COVERED PATIO AREA: 338 SQ.fT.
D 21�-0'X2t'-0' 6415Q.FT.
GARAGE AREA: I41 Sp.FT.
E iJ�-0'%1',6' 20 S�,FT,
F 78�-0"X 11-0' 198 SQ.Fi.
G 32'-0'X T5'�6' 495 SQ.FT.
H 27�-0"X 18$' 347$QFT.
1 7T{'X 14�$' 145 Sp.fT.
J 13'-0'X 3�•10' 50 S(�.hi.
K 41'-0'X B'A' �81$p.:T,
L 30'-0'X 20'd" 610 SQ.FT.
4 1�-0'XB'-0' 90SO.Ff.
FIRST iL00R ANEA: 2.31T SO.FT.
N 12'-0'X 2T-0' 732 SQ.FT.
0 14'-0'X 6'•7 86 S�.FT.
P 16'A'X 8�8 57 SQ.FT.
Q r•r x u�-s� e�so.�.
R isa�xe� �uso.�r.
s sr�xs�• �nsa.Ft.
i 2<-0"X 15'3' 37C SQ.FT.
SECONO FLOOR AREA: t.175 SO.FT.
DSL.COUNT ARFA 62�.FT.
� _ �PROPERTY LINE
0_10'00"�68.OQ' - -
�
(E)6"FRUIT TREE � REMOVE SHED�-
� r- --� �
� �
I • I I
j(E)SHEDj I
� �
I , I (
� �
L____J
TOTAL F�OOR AREA =FlRST FLOOR ARFA�SECON6 ROOR AREA�G4RAGE�DBL COUNT AREA I
�2.31t Sa.FT.+1.175 SQ.FT..441 SQ.F1'�42 S�.FT.
•3.7822 SQ.fT.(9,942 MAXJ
TOTAI COVERED AREA�FlRST F100R ARFA�GARAOE�COVERE�PA7p+COVERE6
?ORCM+SECOND FLOOH C,WTMEVER
=2,917 S�.FT.�4�1 SQFT.+t 19 S�.FT."338$Q.FT.+18 SQ.FT.
•3233 SQ.FT.(4 381 A4U(.) ,
CROPERTY LMIE�
r2�o/3 - 19
�-
µ . .1 ',28-13
,�;
. �. �.._.
IEGEND
� E7(ISTING TO BE REMAINED
�____� EXISTING TO BE REMOYED
�-----
--------------�------------�
�' � � �
� � ' I PROPERTYLINE
W � i i
°o �
� � � �
o i i s
Z i i i �
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SECOND FLOOR PLAN GROSSLOTAREA=9,,a,�,:�.—
SCALE:i/4'�1'-0' 10T ARfA TO CIT'�FRONT YARD•t5FT X 88 fT.1,020 SQ..R.
NET LOT AREA=GROSS l0T AREA-LOT ARFA TO CRY
•9.7Q1 Sq.FT.-7,029 S�.FT,•8381 SQFT,
NEf LOT ARfA: • 8,787 SpFT.
GARAGE AREA = ad t Sa.F7.(SlA9 ON GRA�E)
FIitST FLOOR IIVINf3 AREA 2,317 SQ.FT.(FiAISED FlO0R)
TOTAL FIRST FLOOR AREA = 2,758 Sp.FT.
�E��ND FLOOR LNk1C AREA 1 175 Sfi.fT.142.60%OF FIRST FLOOR AREAI
TOTAL FLOOR AREA = 3,939 Sf].FT..4.2 SO.FT.(DBL.COUNT AREA)
TOTAL ROOR AREA • 3.9372 St].FT.(3942 SQ.fT.►M)(�
FLOOR AREA RATIO�TOiAL ROOR AREA/NET LOT AREA
•3,937.2 S�.FT.f 8,781 SO.fT.
LEGEND =o.aaeo�aa.eax<as.00x,tr>ux.�
ESCAPE WINDOW OR DOOR S PROVIDED AT �OVERED PATIO AREA = 338 Sf�.FT.(SlAB ON GRA�
� FACH BEDROOM MEfTRJO ALL OF THE COVERED PORCH AREA = 119 S(2Ff.(SLAB ON GRADE)
FOLLOWWG:AN OPEN ABLE AREA OF NOT �+��ARFA = 447 SO.FT_(SLAB ON GRADFa
LESS 1}fAN 5.7 SQ.fT.15FT AT ORADE LEVEIj. �ST FLOOR LIVING AREA = 2.917 S�.FT.(RAISED fL00R)
A A�RN.CLF1,R 24 AJCHES ABOVE THE BECOND F100R CANTILEVER AREA� 18 SQ.FT.
FINISHEO FLOOR.CBC 1026.2 6 7026.3 TOTAL COVERED AREA = 3,233 S�.FT.(4,381 SQ.I-T.MAX)
IOTCOVERAGE •TOTALCOVERFA AREA/NETLOTAREA
■3,233 S�.FT./8,J616a.fT.
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BEAR VY1LD RYE ECC-S32M.
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NUMBER:4687.ICC-ES#ESR•1900.INSTALLATpN PER
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GRADE'D'PAPER COIOR:BEAR GRADE'D'PAPER COLOR:BEAR
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RIGHT SIDE ELEVATION 5��:,,,•.,-.�
UNDERFLOOR VENTS CALCULATION: ELEVATIONS NOTES;
PROPOSED GARAGE AREA=441 Sa.FT. GENERAL:
TOTAL VENT AREA:441 SO.M.(MMN REQUNiEUI SEE OETAILS FOR ADD�TIONAL INFORMATION AND REQUREMENTS.
TOTAL VENTAREA PROV�E:
7-5'X 14'VENTS(MW REOIHRED} EXTERIOR SK1N;
TOTAL=8 VENTS PROVIOED 1, ROOF9IG:EAGLE ROOFING,DOUBLE EAGLE BEL AIR f1AT
SMOOTH�pNCRETE T0.E OR EQUAL.PROOk1CT NUABER:4A87.
PROPOSED LMNG AREA■2,317 SQ.FF. ICC-ES#ESR-1900.pJSTAILATqN PER MANUFACTURE
TOTAL VENT AREA:2.317SQ.IN.(MIN REOUNtEO) RECOM14�IENDATIOWS.VERtFY WITH OVlNER OR DESIGNER FOR
70TA1.VENT AREA PROVIDE: COIOR OF ROOF TILE.SEE WWW.EAGLEROOFMIG.COM
34-5 X 14"VENTS(A�dN REQUqiED1 CAPI$TRANp TIIES:8 PSF
T6TAL=35 VENTS PRQVIDFD 2, EXTERpR WAI.L:718'EXT,CEMENT STUCCO 01�dTl.t�1TH WER
2dAYERS GRADE D'PAPER.
• FOUNATION VENTS:5'X 14'W/t/4'S.S.WIRE MESH �, OVERHANGS ARE TO BE 18'AT EA4ES WA AT RAKES.
VENTS 80TTOM OF All VENTS MAX,tY ABOVE EXTER�2
ADJ.GRADE.SEE EXTERIOR ELEVATIONS FOR LOCATION
ELEVATIONS
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UNDERfL00KVENTSCALCULATpN: ELEVATIONS NOTES:
PROPOSE�GARAGE AREA=4ii SQ.FT. GENEqqL
TOTAL VENT AREA:441 9Q.�N.(A9N RE�UIRED) SEE DETAILS FOR ADOITIONAL MIFORMATION AND REUUIRETIENTS.
TOTAI VEN7 AREA PRpV�E;
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TOTAL=B VENTS PROVIDED t. ROOFWG:EAGLE ROOFlNG,DOUBLE EAGLE 8EL AIR FLAT
SMOOTH CONCRETE TILE OR EQUAL.PRODl1CT NUM8ER:1887.
PROPOSED LNING AREA•2,317 SO.Ff. ICC-ES#ESR-1900.WST,4LLATION PEq AAANUFACTURE
TOTAL VENTAREA:2,917SQ,IN,�MIN REQUIRE�) RECORMENDATpNS.VERIFY WITH OWNER OR DESpNER FOR
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TOTAL=38 VENTS PROVIOED 2, EXTERIOR WALL:7/8'EXT,CEMENT STUCCO O!MTL IATH OVER
• FOUNATION VENTS:5 X 14'W!1N"S.S.WIRE MESH Z'U+YERS GRADE'D'PAPER.
3. OYERHANGS ARE TO BE 18'AT EAVES (�A,AT RAKES.
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- , ,�,q_,,,�„� ATTIC VENT CALCULATION
�M� A� � ATTIC SPACE ATTIC ARFA X%i.�=RE(�'D.FREE VENT �K'G.a.1473 �.
STAIR NOTES
x�BO N�R-191NSUl A 1,175SQ.FT. 7.83SQ.fT. 55BLICG=B.tOSUFT.
_ _� t� -�-- 1. STARt WILL BE PREFABRICATE BY OTHER.
s� I Y ,,r�"'t"i., ,��z:r �,r :'` �'c`� .�t: } sr,v� ;>'�Y r; ' 1 � 2. 1NSTALlATION PER MANUfACTURE RECOGAlAEN�ATIONS. 1.860 SQ.FT. 1260 SQ.fT. 90 BLK'G=1?.28 SQFT.
3. VERIFY ALL DNr�NS10N AT FIELD BEFORE FA8RIG4TE 0(i MISTALLATION.
` 4. VERIFV COLOR WITH OWNER AND DESIGt�R. C i8C SU.FT. 1.20 S�FT. 10 BIKG•1.47 SQ.FT.
� s�E s�m�c�yl uuwr�cy wa t 3. MANUFACTURE PROVIDE ALL GLCULATION AND SHOP DRANMNG TO STRUCTURE
� npqr�orw pFOwwnow wa � t ' ENGINEER AND DESIGNER fOR APPROVAI. TOTAL YENT PHOVIDE FOR A:B.IU SQ.FT.•>7.83 Sf].fT.(MIN.REQUIRED)
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FU'Ai1 FRi1NR1G i FOUtOATpN �� � TOTAI VENI'PROV�E FOR 8:13.26 SO.FT.>>12.40 S�.FT.(IMN.REIX1NtE0)
A.7 S ECTI�N C M7 TOTAL VENT PROVIOE FOR C:1./7 SQ.FT.•>1.20 S�.FT.(MMI.REQUIRED)
SCALE:3116'�T-0' PROV�DE EYEBPOW VENT IF NEC.
2x4 StUO fRAMEO WALL N S� ��W� ROOF PUN NOTES:
USE DOWELL-FAST SMOOTH SURFACE 1•ALL STAIRS TO BE W C01A�LWNCE wl SECTION
PROCEDURE ON 1012.1 b OF TFIE 5T�IM1IDARd BUkDNIG CODE •ROOF SLOPE IS TO BE 5:12.
HANDRAII��'AF.F, .ARRQWS INDIG4TE DIRECTtON OF ROOF SLOPE
CONNECTION OF NEYYEL 2.ALL HAND W1&.S TO BE 38'FNGH WITH A MA)(.3 � •NEW FLOOR CEIlM1C,NEIGHT IS TO BE 9'�".10-0'&i t'1Y.SEE Fi00R 7UN.
(N}HANDFiA1L wl �A�
POST TO FLOORtNG(U3076j SMOOTH SURFACE wl 3/4"OPENNG BEIWFEN SPINOLES d IAWER itM. ALLOW}'DRYWALL TO DIE .OVERHANGS ARE TO BE t4'AT EAVES /4'AT RAKES. LOC HUA
�•Mqp�pq�p�, NO SHARP CORNERS 2'fRON DECK�UARD RAILS TO BE 4Y HI(iH q�,p�gT�'FLYWD.BACKING DO •PROVIOE EAVE VENTS FOR A7TIC VENTpATION PER U.B.C.TYP.
1'MAPLE OR EQUAL VERiF`/ 3.TRM IMTERIAL T.BD.BY BUILDER
8��� VER�Y wl dWNER wl OWNER fOR COLOR T P � �FROM TOP OF 8ULL NOSE TRIM. •INSTALL G.I.MATERNL ROpF JACKS FOR PLU�IBING VENTS,ETC,AS REQUIREO CIECKED
FOR COLOR � ��� •INSTALL 5',26 C+AUGE FASCIA GUTTER wi DOWNSPOUTS AS REaJIREO(MATCH EXISIING). TRI H ONG
MAPLE STRMGER � � 1 X 6 w/SHOE EDGE WRAPPE�IN CARPET PROV�E CONCRETE SPIASH 9LOCKS AT DOWNSPOUT LOCATIONS FOR INtA1NAGE AWAY FRO�t
MOULDlVG(PAINTE� STRUCTl1RE•TYPICAL OAIE
1"IdAPIE OR EOUAL VERIFY ,� 4,��� �•x�=gUl,�NpSE Mp1AJpINf •PROVDE 26 GA.GALV.Fl.ASHING AT ROOf TO UVAIL CONNECTIONS. JANUARY,2012
w!OWNER FOR COI.OR �� GLUED lJJD NA�ED T01"�10"
LL ,, ROOFRJG:EAGLE ROOfNJG,DOUBLE EAGIE BEL AIR FLAT SMOOTH CONCRETE 111E OR EQUAL: �
� STARTMIG TRIM BELOW 8!PLYWO.BACKING
� ��, � �� PRODUCT NUM8ER:1867.ICC-ES k ESR-1900.INSTAlLAT10N PER MANUFACTURE RECOA�MffNDATIONS.
, 4 7z70 TRIM(PAINTEU) YERIFY WITH OWNER OR DESIGNER FOR COIOR OF ROOF TILE.SEE WWWEAGLEROOFRJG.COAA CA
SMdPSON LUS }'PLYWO.BACKING TO RUN ENT�tE T1lES:6 PSF �
MAPLE TRfl�D SERIES SLOPEO PROVIDE�BLOCKING IENGTH OF TRBA-HOLD i OOWN SNYUGFfT:(Nj2020 FS302 NELUX'.ICBOk NER-218 011-146-11
JOIST MANOER @ CANNECTION FltpN TOP OF BULL NOSE TRIM
CARRIAGE 3-y�1P STRM�ERS SUN TUNNEL:10"BY'VELUX'.ICBO K NCTL i10278�i23 �T
3•1x12 STRINGERS LAG SCREW tURN gULI 2xt2 STRINGER w/2xe BLKG
NOTCH STRMIGERS(r�PIATE NQSE TR6N AGANdST 2x4 WALL �
OOWN TO 9'�6'TYP.
FLOOR 2x4 STUD WAIL �'�
5.CLOSED '
RISER�WALL 4. BOTT�M OF STAIR 3.T�P OF STAIR 2. HANDRAIL CONN. DETAIL 1.STAIR DETAIL TYP.
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LEGEND & ABBREVtATIONS
AB AGGRECATE BASE EM fLECTRIC METER MIN MINIMUM SE SIOPE EASE#AENT
AC ASPHALT CONCRETE E(OH) ELECTRIC OVERHEAD NkS NAIL ANO SILVER SS SANI?ARY SEWER/LATERAL — EASEMENT LfNE [a INLET
AD AREA DRAM E(UG) ELECTRIC UN�ERGRWND NTS NOT TO SCALE SSE SANITARY SEWER EASEMEN7 OO AREA DRA1N
AE ANCHOR EASEMENT EP EDGE OF PAVEMENT OH OVERHEAD STA STATIDN BENCHM0.RK � �(101.70)EXISTINC ElEVA710N JO�NT POIE
BB BUBBLER 807( EX EXISTiNC OC ORIG�NAL GROUN� STD STANDARD CiTY DETAII e
EXISTING FENCE UGNTING
BLDG BUIIDiNC FC FACE Of CURB F PAVEMENT FINISH CRADE SW SIDEWALK BOUNDARY ,
BSL BUiLDING SETBACK LINE FO FOUNO PAD PAD ELEVAitON TB TOP OF BANK � CATCN BASIN � EXISTING TREE TO BE REMOVED LIGHTING POLE
BW BOttOM OF WALL/BACK OF WALK FF FINISH ELEVATION OF SUBfL00R R PROPERTY�INE TC TOP OF CURB Q COBBIE ROCK ENERGV OISSIPATOR ' E7(ISTING TREE TO REMAIN I LOW PqNT
CG CURB k GUTTER FG GROUND FINISH GRADE PEE PEDES7RIAN EOUESTRIAN EASEMEN7 TEMP TEMPORqRY • FOUND IRON PiPE AT PROPERTY CORNER • AIONUMENT 1MELL
� CENTERLINE FH FIRE HYDRAN7 PERF PERFORATED TOC TOP 0�COVER CONCRETE
CLF CHAM LINK FENCE FL FLOW IINE PP POWER POI.E PRQP PROPOSEO TOE TOE Of BANK � o o��FIBER ROLLS �► OVERLAND ROW DIRECTION
CO SANITARV SEWER CLEANOUT G GARAGE SLAB ELEVATiON/GAS UNE PSE PUBUC SERVICE EASEMENT TG TOP OF GRATE EXISTING CONTWR AFTER GRADIkG
COP CURB OPENING GPE GENERAL PUBLIC EASEMENT PUE PUBLIC UTIUTY EASEMENT TPG TREE PROTECTION FENCE -_SSp—pRIGINAL GROUND PRIOR TO GRADING � CAS METER � PGE BOX
CONC CONCRETE PVMT PAVEMENT TW TOp OF WALL
G58 GRADING SE?BACK
CSO COUNTV STANDARD DE7AIl t00.46 DESIGN GRADE O
GM GAS A�ETER PVC POLYVINri CHLORtDE TYP TvPICAL GAS VALVE OST CONSTRUCTION STORM WAtER
NP HI POMT R RAOIUS VG VALLEY GUTTER "�-- "`�� POILUTION CONTROL MEASURE
DE �RAINAGE EMITTER m ppyyNSppUT WITH SPLASHBLOCK GRADE TO DRAIN
D� ORAINAGE INIET INV INVER? RW RETAININC WALL W WATER �� GUY POLE '�' PR0.IECT SITE
OS DOWNSPOUT LIP LIP Of GUTiER REM REMOVE WCE WIRE CIEARANCE EASEMENi � DRA!NAGE EMITfER
DWY DRIVEWAY � �7 RETAINING WALL
LS LANDSCAPED AREA R/W RIGHT OF WAY 1MLK WALKWAY � DIYERSION VAIVE GUY WIRE ANCHOR
EA EASEMENT MAX MAXiMUM SD STOR4t DRAIN WM WAiER METER RIGHT Of WAY/PROPERTY UNE
DRAtNAGE DIRECTION EXTENDABLE � HIGH POINT
ELEV ELEVATION MH MANHOLE SDE STORM DRAIN EASEMENT WOE 1MRE OVERHAIdG EASEMENT � � � $ANITARY SEYJER CLEAN QUT AAANHQLE
WV WATER VALVE BACKWATER VALVE(SEE PROJECT NOTES) � HYDRANT: EXISTING
—���-��-ORAINAGE SWALE � . SANITARY SEY+ER AIANHOLE
� HYDRANT: PROPOSED STORM DRAIN MANHOLE
� SUMP PU1AP
BASED ON MARKINGS MADE IN'ME FIE�D Bv OTIffRS.Tt�ERE MAV BE
OTHER UNDERGROUND UTIL17)ES ExtST ON iHIS SIiE AT THAT ARE NOT
SHOWN ON THIS PLAN.CLEARLY DEFINED MARKINGS EXISTED AT THE TIIAE
OF THE SURVEY WERE IDCATED AND ARE SHOWN ON TMiS PLAN.
APPLICANT : HONG �
ROAD NAME : SOUTH FOOTHILL B�VD
COUNTY FILE NO :
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70E OF CU T
O TREE NUMOER
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. UTILtTV: EX�STING
-W-UitUTY: PROPOSEG OR NEW
��' WATER b1ETER
WATER VALVE
0 WELL
BASIS Of BEARINGS
tHE BEARING SOt'15'S2"E 0�THE CENTERUNE OF SOUTH
f00THiLL BLVD,AS SAID BEARING IS SHOWN ON TRACT N0.1093
"CAROLYN GARDENS"UNIT N0.3,FILED MAY 4,1953 IN BOOK
42 OF MAPS AT PAGE 37,RECORDS OF SANTA CLARA COUNTY.
WAS TAKEN AS 1HE BASIS OF BEARtNGS FOR THIS MAP.
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