TM-2011-02b City of Cupertino
, , � 10300 Torre Avenue
Cupertino, CA 95014
(408) 777-3251
C U P E RT 1 N t� FAX (408) 777-3333
Community Development Department
June 15, 2011
Terry Brown
10491 Scenic Boulevard
Cupertino, Ca. 95014
SUBJECT: PLANNING COMMISSION ACTION LETTER - DP-2011-01, ASA-2011-08, TM-2011-02
This letter confirms the decision of the Planning Commission, given at the meeting of June 14, 2011,
approving Development Permit and an Architeciural and Site approval to allow the construction of two,
new, 2,697 square foot single family residences and a Tentative Map approval to subdivide a 0.28 acre
parcel into two parcels of 6,000 square feet each, located at 10216 Orange Avenue, according to Planning
Commission Resolution No. (s) 6644, 6645 and 6646.
Please be aware that if this Permit is not used within a two-year period, it shall expire on June 14, 2013.
Also, please note that an appeal of this decision can be made within 14 calendar days from the mailing
of the notice of the decision. If this happens, you will be notified of a public hearing, which will be
scheduled before the City Council.
Sincerely,
' �.�.--
�
Piu Ghos
Associate Planner
Planning Department
Enclosures: Resolution 6644, 6645 and 6646
CC: Robert or Kathleen Adzich, 10165 Carmen Rd, Cupertino CA 95014
g:/planning/post hearing/actionletterDP-2011-01,ASA-2011-OS,TM-2011-02
TM-2011-02
CITY OF CUPERTINO
10300 Torre Avenue
Cupertino, California 95014
RESOLUTION NO. 6646
OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO
APPROVING A TENTATIVE MAP TO SUBDIVIDE A 0.28 ACRE PARCEL INTO TWO PARCELS OF
6,000 SQUARE FEET EACH LOCATED AT 10216 ORANGE AVENUE
SECTION I: PROTECT DESCRIPTION
Application No.: TM-2011-02
� Applicant: Terry Brown
Property Owner: Robert or Kathleen Adzich
Location: 10216 Orange Avenue (APN: 357-18-031)
SECTION II: FINDINGS FOR TENTATIVE MAP
WHEREAS, the Planning Commission of the City of Cupertino received an application for a Tentative
Subdivision Map as described in Section I. of this Resolution; and
WHEREAS, the necessary public notices have been given as required by the Subdivision and Procedural
Ordinances of the City of Cupertino, and the Planning Commission has held at least one public hearing
in regard to the application; and
WHEREAS, the applicant has met the burden of proof required to support said application;
WHEREAS, the Planning Commission finds as follows with regard to this application:
a) That the proposed subdivision map is consistent with the City of Cupertino General Plan.
b) That the design and improvements of the proposed subdivision are consistent with the General Plan.
c) That the site is physically suitable for the type and intensity of development contemplated under
the approved subdivision.
d) That the design of the subdivision or the proposed improvements are not likely to cause
substantial environmental damage nor substantially and avoidable injure fish and wildlife or
their habitat.
e) That the design of the subdivision or the type of improvements associated therewith are not
likely to cause serious public health problems.
f� That the design of the subdivision and its associated improvements will not conflict with
easements acquired by the public at large for access through or use of property within the
proposed subdivision.
NOW, THEREFORE, BE IT RESOLVED:
That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this
matter, subject to the conditions which are enumerated in this Resolution beginning on PAGE 2_thereof,
the application for a Tentative Map, Application no. TM-2011-02 is hereby approved, and
That the subconclusions upon which the findings and conditions specified in this Resolution are based
and contained in the Public Hearing record concerning Application no. TM-2011-02 as set forth in the
Minutes of Planning Commission Meeting of June 14, 2011, and are incorporated by reference as though
fully set forth herein.
Resolution No. 6646 TM-2011-02 June 14, 2011
SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT.
1. APPROVED EXHIBITS
Approval is based on Exhibits titled: " Two Lot Subdivision for 10216 Orange Avenue, Cupertino,
CA 95014 " dated April, 2010 and consisting of 5 sheets labeled Sheet 1of 3- 3 of 3 and 1 of 2 and 2 of
2, prepared by Nordic Engineering, Inc. dated April 2011, except as may be amended by the
conditions contained in this resolution.
2. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. DP-2011-01 and ASA-2011-08 shall be applicable to
this approval.
3. DEMOLITION OF STRUCTURES
Prior to recordation of the final map, the applicant shall demolish and remove all structures on the
property.
4. 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 Governxnent 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.
SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT
1. CONCURRENT APPROVAL CONDITIONS
The conditions of approval contained in file no. DP-2011-01 and ASA-2011-08 shall be applicable to
this approval.
CITY ENGINEER'S CERTIFICATE OF
ACCEPTANCE OF ENGINEERING/SURVEYING CONDITIONS
(Section 66474.18 California Government Code)
I hereby certify that the engineering and surveying conditions specified in Section IV. of this Resolution
conform to generally accepted engineering practices.
/s/Timm Borden
Timm Borden, Director of Pulic Works
City Engineer CA License 45512
Resolution No. 6646 TM-2011-02 June 14, 2011
PASSED AND ADOPTED this 14th day of June, 2011� Regular Meeting of the Planning Commission of
the City of Cupertino, State of California, by the following roll call vote:
AYES: COMMISSIONERS:
NOES: COMMISSIONERS:
ABSTAIN: COMMISSIONERS:
ABSENT: COMMISSIONERS:
ATTEST: APPROVED:
/ s/ Gary Chao / s/ Winnie Lee
Gary Chao Winnie Lee, Chair
City Planner Cupertino Planning Commission
G: � Planning � PDREPORT � RES � 2011 � TM-2011-02 res.doc
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PROJECT INFORMATION:
PROPERTY ADDRESS:
10216 & 10232 Oronge Ave.
Cupertino, CA 95014
APN: 357-18-031
PROPERTY OWNER:
Four Point Holdings, LLC
10164 Carmen Rd.
Cupertino, CA 95014
Robert Adzich
Managing Member
PROJECT ENGINEER:
MARIUS E. NELSEN, R.C.E. 20597, EXP. 9/11
NORDIC ENGINEERING
21801 STEVENS CREEK 80ULEVARD, STE. 8
CUPERTINO. CALIFORNIA, 95014
TEL. (408) 257-6452
fAX: (408) 257-6821
nordicengineers�yyahoo.com
EXISTING LAND USE:
SINGLE FAMILY RESIDENCE
PROPOSED LAND USE:
SINGLE FAMILY RESIDENCE
PROPOSED NUMBER OF LOTS:
2
PROJECT AREA:
12,000 S.F., 0.28 AC.
UTILITIES:
ELECTRIC AND GAS, P.G. & E.
WATER: SAN JOSE WATER COMPANY
TELEPHONE: ATT
SEWER: CUPERTINO SANITARY DISTRICT
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LEGEND:
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APN: 357-18-031 (LOTS 1 8c 2)
GROSS AREA: 12,960 S.F.
0.30 AC.
NET AREA:
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NOTES
1Q SEE DRYWELL DETAIL, STORM WATER
OVERFLOW TO DRAIN INTO FUTURE STORM
DRAIN IN ORANGE AVE.
Q2 LIGHTWELL DRAINS TO DRAIN TO PUMP
SYSTEM, SEE GRADING PLAN.
SEE GRADING PLAN FOR UTILITY
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NOTE:
SANITARY SEWER CLEANOUTS WERE NOT FOUND DURING THE
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NEW RESIDENCE I PERCULATION
f'F�344.40' PI
BASEMENT O I : GRATE=341.2 ° o,
�m�4.4o' x,.,� m ��
` LOT 1 . I �
. �.r ;�.,�r a��►: `
6,000 S.F. /
" "'� 0.14 AC.
� ' I 2 � '
s P � I LIGHTWELL � I ~ /. SETHACK saa+
' I 5.�� t 3Nds �
� 1 � "�' SEIBACK I • aa.a t
'= 428 � �_ ■ s� aia.w ■ a�xoe � °
. - - - - - -
_ _ - - - - - �
� �HIGFI POINT ... 589�E -� t='S.08" BLD. SEIBACK -- ---- - � m
' }�-- 20.00' ��, � - • - - ----
iv BUILDI 'a"I �
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�s.�'�4, y '{L�
1 BASEMEN7 �
FF=334.65'
LOT 2 �l
NET AREA:
6.000 S.F.
0.14 AC.
ucHn�LL ��.
25.00 K �
k
4 ' - �` sa.� -�` w.� - - S89'58
� FL=343.0 SIDEWALK
I . .3
TCr3�3.36 BEqN SWALE TYP.
HiGH PO�NT
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NOTES:
1Q SEE PERCULATION PIT DETAIL, STORM WATER
OVERFLOW TO DRAIN INTO FUTURE STORM DRAIN IN
ORANGE AVE.
� L1GH?WELL DRAINS TO DRAIN TO PUMP SYSIEM.
� OVER WITFI DUPLE PUM S OTE SHEET 2
PROVIDE HIGH WA1ER ALARM MOUNlED IN BASEMENT
iM7H SWITCH SET AT EL=89.8'.
SET ON AND OFF SNATCHES AT EL=89.2'
AND 88.2 REPECTIYELY.
Q4 2' SCHL 40 PVC PRESSURE PIPE WIlH CtiEqC VALVE
TO BUBBLE UP.
� MSTALL BUBBLE UP. SEE DETAIL. SHEET 2. GRATE
E1EV. = 342't
Q DOWN SPWTS SHALL RELEASE TO GROUND SURFACE,
DRAINAGE SHWLD BE DIREC7ED AWAY FROM
BllILDING FOUNDA�ION AND TO LANDSCAPED AREAS.
� INSTALL PERIMETER DRAIN AT WT510E BASE OF
BASEMENT/ RETAINING WALL GRAVI7Y DRAIN TO
SU�IP HOLE. MIN. SLOPE�I7L, SEE NOTES AND DETAIL,
SHEET 2.
� CONNECT PERIMETER DRAIN TO SUMP.
� INSTALL GRINDER/ PUMP (SANITARIn WITH CHECK
VALVE. CONNECT 1ST FLOOR AND BASEMENT SANITARY
DRAIN UNES TO THIS PUMP. SEE PLUMBING PLANS.
� INSTALL 2' SCHL 40 PVC PRESSIIRE PIPE SEWER LJNE
�nn� cHEac vn�vE.
11 SANITARY SEWER SERVICE. ESTIMAlED LOCATION OF
DUSTiNG LA7ERAL, EXACT LOCATION TO BE
DE7ERMINED PRIOR TO CONSlRUC110N.
IAOVE SANITARY SEWER ClEANOUT TO BEHIND
PROPERTY 11NE �E CLEANOUT DETAIL. SHEET 2
�.. ... ...
135.00' 7.92'
BLDG. -
SE1BAqC
: xsts x �',a342.vc
f
�� � • � �ERCUL.ATION g
�•..
A7E=341.3 p ^
m �g u
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3 I
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:� g 20 � G
' y SE7HACK
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----� 1
t
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FG�34245
EG=342
NOTES (cont.):
� UNDERGRWND ALL EbSTING OVERHEAD UTIUTIES TO
NEW HOUSE, (ELEC., PHONE, AND OR CABIE SERVICE
IN JOINT TRENCH).
� WATER SERVICE, MOVE EXISIING WATER METER TO
BEHIND PROPERTY L1NE
ALL EARTHWORK, INCIUDING FOOTING AND BASEMENT
EXCAVA110N, PREPARATION OF OF SLAB-ON GRADE
UNDERLAYMENT. PLACEMENT OF RETAINING WALL
DRAINAGE. PLACEMENT AND COMPACTION OF FlLL AND
SURFACE DRAINAGE IMPROVEMENTS SHOULD BE
PERFORMED IN ACCORDANCE NA7H THE GEOTECHNICAL
REPORT PREPARED 9Y DATED
2011. SHOULD BE ALLOWED AT LEAST
48 HOURS ADVANCE N071FlCA110N OF ANY EARIHYVORK
OPERkT10NS AND SFiOULD BE PRESENT TO OBSERVE
AND/OR TEST AS NECESSARY 7HE fARTHWORK AND
FOUNDAiION INSTALLATION PHASES OF THE PROJECT.
LEGEND:
- - - �oPaznr uNE
■ xs�e SPOT ELEVATION E. GRADE
.� DRAINAGE, DIRECTION OF ROW
n ,rt JOINT UTiUTY TRENCH, POWER,
GAS. N, CABLE. COMAI.
SS SANITARY SEWER MAIN
a i SANITARY SEWER LATERAL
w wA� MaN
G GAS MAIN
�
APN: 357-18-031 (LOTS 1 & 2)
GROSS AREA: 12,960 S.F.
0.30 AC.
NET AREA:
12,000 S.F. �
0.28 AC. �',��
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Date: APRIL 2011
Scale: 1'= 10'
Drawn: CAD
�,�t �
of � Sheets
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.
Y
J 11 ��
K W N j
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w �� O Y
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c�i �} � � F.F.m344.40�
� DRIVEWAY CARAGE
a � a SlAB
ExiSTiNG GRADE
3�4 I 5 +0.01 . _
(
344
3� MIN.
-. FINISN FLOOR
340 340 t2"
( � FINISH GRADE 2%MIN.
BASEMENT
f.f.=33�.40'
33B 336 CONC. SLAB
BASEMENT FLOOR
tp� t0. �O� f M �t. N t0� �D O fT�- 07 � ^ �� 1
N� N� N tV N. N N N� N�� fV
n h r �i M �i n n n n M M n n M PAD EIEVATION
0+00 0+2d 0+40 0+60 0t80 1+00 1+20 1+40
SECTION A LOT 1 TYPICAL BUILDING SECTION
� SCALE: HORIZONTAI: i"�10, NOT TO SCALE
� w VERTICAL: t
0
� � z �' `v'�
W J � HOI.E CHRISTY U21
w � � _ _
MATH UGHT DUTY
�n W F.F.=344.65' CAST IRON GRATE
a p +' � DRIVEWAY �,AB �% MIN. �� M �
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EXISTING GRADE ' i';
� �� z
344 5=0.01 344 = c�
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340 I 340 15 L.P. 24" H.O.P.E. PIPE � ,
FINISH GRADE OVERFLON TO FUTURE STORM �•
. � BASEMENT ORAIN IN ORANCE AVE. ;
f.F.=334.65' ° ; �
� '
' � ;
336 . g36 � ;
� � � �� � ` � 6" SCHEDULE 40
� ` PVC PERfORATED PiPE
y
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n M: h M� M. M. � M M. ��'. M M M ��. M ����
� . � . �..�..
d+00 0+20 _ 0+40 0+60 0+80 1+00 1+20 _ 1+40
SECTION B LOT 2 °� PERCULATION PIT DETAIL
SCALE: HORtZONTA�: 1�=10� �!i O�STMJCE FROM PROPERTY
a� �,INg Tp gE AS CLpSE As NOT TO SCALE
VERTICAL: t�a;' � I ►+RACT1CAt. �MD N01 TO
� EXCEED F'IVE (S) FEET.
�' � f� STANOARD CIEANWT
PUBUC RICHT OF WAY
RENOVABLE ClEANOUT PIUC.
+ FlNtSN CRAOE
T ACCE55 BOX SHAIL BE CFNtl4tt CS
>..g-r.n ,,.�..... _.._.....c».:�.: ti � ' TRAFFlC VALVE BfU( 10-3/S' 1.0. X 1Y YY1TH
,,,,,....a�..,,:�.........r. ,,._..._. �
„�*,-,. -�.."'"....•"..-•.� '���,. . � YIrE FOR R�SER C8C u� LABELED �SEwER�
CLfANOUT RISER PIPE
� . . . , . — o � oa ,,�- �o
r � r�ouc� FlrnNc
� '� s . . . �� - � /• ! __._... I 512E PER MANUFACTURER'4 SPEC�ICA110N5
f AOAPTOR COUPIING �_t/4' PVC OR HOPE (TYP)
` .: � . . . , . ��� .:c.� ,... . ... .,.
1
; �
ry �'� �+ I � I --zx W� I ...._2�c wn
aRESSUr� �.ow F'Ra� au�a
� ' ;; .•� � ;, �' '�' �..j?'^ 3: + 's ; R.�:.� s�i ; ? .......,,_„o..� __ t t �
� 1.v lirid ' STREET u►TERAL SEWER NOUSE LATERAL SEwER
� ..� � +r r-
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����t�i�t� __.��.. ........Y.....-<.-.....o �
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l
N9TES:
1. ALL ON—SITE PlUM81NG, IN ACCORDANCE WITH LOCAL JUR�SO�CTION BUILOING
DEPARTMENT REQUIREIAENTS.
2. LATERAL SEWER CLEANOUT TQ 8E SAMf SIZE AS STREE7 LATERAL SEWER.
3. 6—INCH MINIMUM CIEARANCE BETWEEN REMOVABLE ClEANOUT PLUG ANO
iNS10E OF 90X REqUIRED.
4. REfER TO PUMP MANUFACTURER'S REC01�1MENDAT10N5 FOR ANY ADOITIONAL
EOUIPMENT REQUIREO FOR THE PRESSURE UNE ANO CONNEC110N TO GRA�n' ��R�
NATIVE SO�L COMPACTEO TO 90X
6'
a 1 3/4 ' ORAIN ROCK
N
� WATER PROOfING
MARAFI 140 FIITER fABRIC
RETAINING WAII FOR
BASEMENT
VAPOR BARRIER PER SOILS REPORT
BASEMENT fL00R
CAPILLARY BREAK MATERIAL
12 „ PER SOIIS REPORT
4" SCHEDUIE 40
PVC PERFORATED PIPE
pRAIN TO SUMP AT 1% MIN.
BASEMENT RETAINING WALL DRAINAGE
NOT TO SCALE
NOTES
1• PROVIDE DRAIN ROCK, FIITER FABRIC AND 4' SCHL 40 PVC
PERfORA7ED PiPE PER DETaL A, ON TNE OUTER PERi►AETER OF
THE RETAINING WALL FOR THE BASEMENT. DRAIN AT MINIMUM
SLOPE OF iX TO CONCRETE SUMP MATH AN INVERT OF _�..
PROVIDE DUPIEX PUMP SYSTEM ORAINAGE SYSTEM NATM A TEEL
/2P355 SUBMERSiBIE EfFIUENT PUMP CONTROLLED W11H A
/2P5�4 BOX /WD /2P055 fLOAT SMATCH. USE Y SCHL. 40
PVC PIPE FOR CONNECTtON TO THE DRAINAGE SYSTEAA. PUMP
REWiRES A 230 VOI.T 20 AMP CIRCUIT, All MARING AND
PLUMBINC TO BE PER THE NAT10NAl ELECTRIC CODE AND THE
UNIFORM PLUMBING CODE.
2. EXTERIOR SURFACE OF RETAINING WAIL FOR THE BASEMENT TO
BE TREATED fOR WATER PROOFING.
3. FLOOR OF BASEMENT TO 8E PLACEO ON VAPOR BARRIER AN�
CAPILLARY BREAK MATERIAL PER SOILS REPORT.
6� OIA. GRATE
IN CONC. BOX
1AC MlN. 1'� M�,�.
_r`._'_'� ------ . ... _ ; ; �, w ,.,.......�--'_': .. � , � ._.--
Z
.� �
3/4" II+A. DRAtN ROCK •
f � � � x
t �-! �
j � N
f � i 2• SCHED. �0 PVC
f L� 1 PERFORATED P►PE
�____ i
� 6
� i
BUBBLE UP DETAIL
NOT TO SCALE
REVISIONS
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Oote: APRIL 2011
Scole: 1'� 10�
Orawn: CAD
Job:
Sheet �
of � Sheets
• •
•
•
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