R-2013-14b �,,
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•planning�a�cupertino.org
May 3, 2013
AJS Designs
Attn: Archana Jain
1631 Villarita Dr.
Campbell, CA 95008
SUBJECT: RESIDENTIAL DESIGN REVIEW AND MINOR RESIDENTIAL PERMIT ACTION LETTER—
Applications R-2013-14 and RM-2013-10
This letter confirms the decision of the Director of Community Development, given on May 3, 2013;
approving a Two Story Permit (R-2013-14) to construct a new 3,214 square foot single family residence
with an attached 373 square foot secondary dwelling unit; and a Minor Residential Permit (RM-2013-10)
to allow three second story balconies on the new residence, located at 10518 E. Estates Drive, with the
following conditions:
1. APPROVED PROJECT
This approval is based on a plan set entitled, "Nellore Residence, 10518 E. Estates Drive, Cupertino,
Ca, 95014" consisting of 16 sheets labeled, "A0.1 to A3.5, T-1 and T-1A," dated Received March 14,
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. CONSTRUCTION PLANS SETS REVISIONS/CLARIFICATIONS
Prior to issuance of building permits, the construction plan submittal shall include the following
information and revisions:
a. On sheet A1.1 of the plans, the front balcony must be reduced in size to meet the required 20'
front setback.
4. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage,
any relevant easements and/or construction records. Any misrepresentation of any property data
may invalidate this approval and may require additional review.
5. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM
The project shall comply with the requirements indicated on the Public Works Confirmation form
dated 1/28/2013, including, but not limited to, dedications, easements, off-site improvements,
undergrounding of utilities, all necessary agreements, and utility installations/relocations as deemed
Two-Story and Minor Residential Permit Action Letter Page 2
R-2013-14 and RM-2013-10
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.
6. 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.
7. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planni.ng Division rip �or to
issuance of buildin�permits. The variety, size, planting distance shall be consistent with the City's
requirements.
8. 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 occupanc�of the residence.
9. 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.
10. DEMOLITION REQUIREMENTS
All demolished building and site materials shall be recycled to the maximum extent feasible subject
to the Building Official.
11. GEOTECHNICAL PLAN REVIEW
The applicant's geotechnical consultant shall review and approval all geotechnical aspects of the
development plans (i.e., site preparation and grading, site drainage improvements and design
parameters for fountains and retaining walls) to ensure that their recommendations have been
properly incorporated.
The Development Plans and Geotechnical Plan Review letter shall be submitted to the City for
review and approval by City staff and City Geotechnical Consultant for review and approval prior to
issuance of building permits.
Two-Story and Minor Residential Permit Action Letter Page 3
R-2013-14 and RM-2013-10
12. GEOTECHNICAL PLAN REVIEW
The geotechnical consultant shall inspect, test(as needed) and approve all geotechnical aspects of the
project construction. The inspections shall include, but not necessarily be limited to: site preparation
and grading, site surface and subsurface drainage improvements and excavations for foundations
and retaining walls prior to the placement of steel and concrete.
The results of these inspections and the as-built conditions of the project shall be described by the
geotechnical consultant in a letter and submitted to the City Engineer for review prior to final project
approval.
13. 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.
14. 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.
15. 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.
Two-Story and Minor Residential Permit Action Letter Page 4
R-2013-14 and RM-2013-10
16. 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 3, 2014.
Staff has made all the findings that are required for approval of a Two-Story Permit and Minor
Residential Permit as required by the of Cupertino's Municipal Code, Chapter 19.28.140 (B) and (A).
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 wi11 be scheduled before
the Planning Commission.
Sincerely,
ephen Rose
ssoc" er
408-777-3286
stephenr@cupertino.org
Enclosures:
Approved Plan Set
Cc:Hymanand Nellore,10518 E Estates Dr,Cupertino Ca 95014
(iL:VLR.\L C'U�UITI()\ti`()fL5
1.All moteriol stored on the site shall be properly stocked ond protected to prevent damoge and deterioration until use.
Failure to protect materials moy be couse for rejection of work.
2.All construction ond materiats shall be as specified and/or os reQuired by the odopted editian of the Colifomia
Building Code ond all locol ond notional codes ond authorities which ore opplicobfe.
3.All producis,moteriats ond linishes to be instolled per manu/octurers specificotions--no exceplions.
4.All requireC Exit doors sholl be operobk from the inside without lhe use of a key or special knowledge or effort.
5.The Generol Contractor sholl verify all dimensions ond site conditions prior to commencing ony work. The Generol
Controctor sholl notify the Architect/Owner of ony discreponcy of these plons ond specificotions.
6.The General Conlroctor shall mointoin the job site in a c�eon,orderly condition Iree of debris and litter, Eoch
subcont�actor�mmed�olely upon completion of eoch phase of his work shail remove oll trosh ond debris as o result of
his operotion. The job site shall be lefl ctean ond swept each doy by the end ot work tMt day.
7.No portion of the work requiring o shop drowing or sample submission sholl be commenced until the submission hos
been reviewed ond acted upon by lhe Architect/Owner. Ail such portions of work sholl be in occordance with lhe
reviewed shop drawinqs and somples.
8.The controctor sholl confine operations ot the site to oreos permitted by law,ordinances,permits and the controct
documents,ond shall not unreosonably encumber the site with any materiol a eQuipmenl.
9.Should an error appeor in specifications or drawings,or in work done by others,offecting this work,notify the
Architect at once for instructions os to procedure. If conlroctor proceeds wilh work affected without instructions from
the Architect,the controctor shall moke good ony resulting domage or defect.
10.Should conflict ocwr in or between drawings and specifications or where detail refaences on controct drawings
have been omitted,controctor is deemed to have estimated the most expensive materials and construction involved
unless he shall have asked for and obtoined written decision irom Architect os to which method or moterials will be
roqu�rod.
11.All potching,repairinq ond replacing of moterials ond surfaces wt or domaged in executio�oi work shall be done
with opplicoble moterials so thot surioces repbced will,upon completion,match surroundinq similor suAoces
12.See documents propored by the Civil Engineering,if opplicoble,tor oll finish grodes,drainoge and site details.
Review oll site utility documents,landscope and irrigotion documents prior or commencement of ony under grounding or
trenching. Notify the Architect�mmediotely of ony discrepancies of the cantroct documents.
13.Construction controctor and his subcontroctors agree that in occordonce with generally accepted construction
proctices,tonstruction controctor ond his subcontroctors will be required lo ossume sole and complete responsibility for
job site conditions during the course of constructio�oi the project,including sofety ol all persons and property,thot
this requirement shall be mode to apply continuously and not limited to normal working hours,and construction
controclor and his svbconiractors further agree to defend,indemnify ond hold design professionol hormless from any
and oll liobility,reol or olleqed,in connection with the performance of work on this project,except liobility arising from
the sole negligence of design professionol os identified in item� 14 0(these generol conditions.
14.General Contractors,Sub-contractors,Builders,ond Owner are to check oll d�awings for errors and omissions prior
to commencement of construction. My errors ond/or omissions must be reported immediately lo the Architect in
writing prior to commencement o(construction. The Mchitect will not toke liobility for ony errors and/or omissions not
repoRed immediotely in writing prior to commencement of construction. The Architect�s liobility(a the total project
shall not ezceed one thausond dollars.
15.All screws/nails in finish woodwork to be countersunk and filled smooth with putty to match finish.
16.I(the manufocturer's specifications and opplicable codes ore not consistenl with each other,rrotify the architect
immediately prior to commencement of any work ond await direction or controctor accepls full responsibility o(work
completed..
17.All gypsum board to be o minimum o(5/8"TYPE"X�sheetrock,smooth finish or os otherwise indicated on
Crowings.tnstoll os needed to meet applicable codes.Use radiused comers.
18.Electricol,Mechonical,Plumbing,Fire Eztinguishing System ond Fire Alorm System to be Oesign/BuilA.
19.A de�to('n')symbol locoted at the top right hand corner o(any drowing indicates thot drowinq has been
significantly revised and should be troated os on entirely new drowing.
20.Controctor to protect all interior spoces(as required)Irom ony weother,thett,or vondolism.
21.All wa�ls floors ond ceilings are to be finished to motch ezisting adjacent surfoces. All new finishes and fixtures
are to be oppioved by owner or arcAitect,prior to instollation.
22.Relocote or install new plumbing,gas,ond electricol lines(os required)for the new construction.
23.Controctor to dispose o(oll debris ot an approved dump site per oll Town,County,State and federal regulatrons.
24.Controctor to notify owner and orchitect it he suspects that ony asbestos is on site ond stop work immediately
until authorities hove proved the work to be so�e.
25.Smoke detectors sholl be installed in oll bedrooms ond holls.
26.All rooi floshings lo be primed ond pointed with rust proof point.
27. Bidding
-The controctor needs to examine oll the drowings and the site conditions it they ore ditferent from the drowings
verity all the ezisting cond�iions on site ond notify the orchitecl prior to any construction
Pleose bid for mux.of 10 colors in o bid,not exceeding 4 colors in any given room ot o time.
28. All wood coming in contact Nith concrete must be preswro treoted,typicd.
29. Contracta dc sub-controcta's responsibAity to moke sure that oll materids installolion&uoftsmonsF�ip fa this project
meels oll oppl'Kable codes.
30. Incapaote best management proctice(cbmp's)into construction plons h incorporate post construction water run-oft
meoswes into p�oject plans in occordance with the city's urbm run-otf polution prevention progrom.
31. All ezteria plaster finish shalt be 7/8�smooth cement ploster finish unless otherwise noted.
32. Ploster expansion'pints should meet the(dlowi�g criteria a os shown on the drawings.
o.no length should be greater lhan 18 it.n either direclion.
b.no panel should exceed 144 sQ.ft.(a verticd applicotions
c.no pand should ezceed 100 sq.ft.fa haizmtd,curved,or angula sections d.no length-to-width rotio should exceed
2'fi to 1 in my given ponN.
33. Floshing provider to prime ond point with rust p�oof paint aN flashings.
•
10 518 states r i ve
Cu ertino Ca 5014
,
9
PROJECT DATA
ASSESSOR'S PARCEL NUMBER:
ZONING:
NAME OF OWNER:
PROJECT ADDRE55:
NET SQUARE FOOTAGE OF IOT:
EXISTING HOUSE AREA:
PROPOSED fIRST FLOOR
PROPOSED SECOND FLOOR
TOTA�AREA
RATIO - 2ND fL00R TO 1ST FLOOR
GARAGE AREA
SECONDARY DWELLING UNIT AREA
GROUND FLOOR COVERAGE
INCIUDING ROOf OVERHANG
FAR
LANDSCAPE AREA
BALCONY AREA
N0.OF FLOORS:
HEIGHT
IYPE OF CONSTRUCTION:
OCCUPANCY GROUP:
HOUSE IS FIRE SPRINKLERED
369-25-029
R1-10
HYMANAND AND JYOTHIRAIAI NELLORE
10518 EAST ESTATES ORIVE
CUPERTINO,CA 95014
7,151 SF(PER SURVEY)
1,374 SQ.Ff.
2,070.02 SQ.fT.(INCLUDING GARAGE ANO
ATTACHED SECONDARY DWELLING UNIT)
1,144.10 SQ.FT.
3.214.22 SQ.FT.
SSX
442 SQ.FT.
373 SO.FT.
2,455 SO.FT. - 34Y.
0.44
2,335 SQ.FT.
475.04 SQ.FT.
2
27'-0"- MAX ALLOWED-28'-0�
V-B
R-3/U-1
YES
APPLICABLE CODES
PART 1, CALIFORNIA ADMINISTRATIVE CODE
PART 2, 2010 CALIFORNIA BUILDING CODE (CBC)
PART 2.5, 2010 CALIFORNIA RESIDENTIAL CODE (CRC)
PART 3, 2010 CALIFORNIA ELECTRIC CODE (CEC)
PART 4, 2010 CALIFORNIA MECHANICAL COOE (CMC)
PART 5, 2010 CALIFORNIA PLUM8ING CODE
PART 6, 2010 CALIfORNIA ENERGY CODE
PART 9, 2010 CALIfORNIA FIRE CODE
PART 11, 2010 CAUFORNIA GREEN BUILDING STANDARDS CODE
THE APPLICABLE CODES ARE AS AMENDEO BY THE
STATE OF CALIFORNIA AND THE CIIY OF CUPERTINO
SCOPE OF WORK
OEMOLISH EXISTING HOUSE ANO CONSTRUCT A NEW
2 STORY HOUSE OF 3,200 SF
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SHEET INDEX oES�cN eui��
ARCHfTECTURAL SNEETS MECHANICAL, PLUMBING AND
ELECTRICAL TO BE DESIGN BUILD.
A0.1
A0.2
T-1
A1.0
A1.1
A1.2
A1.3
A2.1
A2.2
A2.3
A3.1
A3.2
A3.3
A3.4
A3.5
COVER SHEET
AREA CALCULATIONS
TOPOGRAPHY MAP
EXISTING SITE PLAN / DEMOLITION PLAN
PROPOSE� SITE PLAN
SCREENING PLAN /LANDSCAPE PLAN
HARDSCAPE PLAN
PROPOSEO FIRST FLOOR PLAN
PROPOSED SECOND F�OOR PLAN
PROPOSED ROOf PLAN
PROPOSED ELEVATIONS
PROPOSED ELEVATIONS
PROPOSED STREET ELEVATIONS
SECTIONS
SECTIONS
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COVER SHEET
RENISIONS BY
ORAYrN:
CMECKm:
DATE:
1 19 13
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AS SFIONp
JOB No.:
SFIEET No.:
AO. 1
SF1fET5 W SEf
�AW N
565 SF
25.1
LANDSCAPE AREAS
A+B = 699 + 1636 =
2,335 SF
FRONT YARD AREAS
TOTAL FRONT YARD — FIRST 20' OF LOT
= 1346 SF
50� = 673 SF
HARDSCAPE AREA PROVIDED =
25.16+85.24+514.60= 624 SF = 46�
, a.
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BUILDING
FOOTPRINT
INCLUDING PORCH
= 2201.27
HARDSCAPE AREAS
TOTAL SITE AREA — BUILDING FOOTPRINT
AREA — �ANDSCAPE AREA
7151 — (2201 .27 -+-2335) = 2,614.73 SF
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AREA CALCULATIONS — GROUNO COVERAGE
2070.02+131.2'i+30A5+30+27.41+10+75+61+19.27
= 2455 SF
EAVE AREA = 253.73 SF
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AREA CALCULATIONS — FIRST FLOOR HABITABLE AREA
A+B+C+D+DI+R+F+G+H+J+K+�
9,79+ 18.37+36.79+320.88+12+255.79
+91.77+40.79+ 443+320.67+52.73+467.44
= 2070.02 SF
PLEASE NOTE THAT BOTH FLOOR AREAS ARE INCLUDEO
IN THE FAR CALCULATIONS — ROOF OVERHANGS AND
PORCHES ARE NOT INCLUDED. STAIRS ARE COUNTED
TWICE ON BOTH FLOORS
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AREA CALCULATIONS — SECOND FLOOR HABITABLE AREA
M+N
31 1.82+832.28
= 1144.10 SF
TOTAL HABITABLE AREA — 2070 02 + 1 141 10 = 3 21 1 12 SF
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CHEq(ED:
DATE
1 19 13
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AS SFIOYqI
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FRONT YARD IMPERVIOUS CALCULATIONS
FRONT YARD 1346 SF
iMPERVIOUS AREA 625 SF - 467
(PERVIOUS PAVERS FROM
PACIFIC INiERLOCK ARE
BEING USED FOR THE
DRNEWAY)
NEW 6�TALL
WOOD FENCE
/� � — i � ��,,� �
1 -4� LINE OF SECOND FLOOR
,�
SETBACK ' � "
�__ _ __ ___-__--' .� �.. '
I
1 = O
j � ���' rn m
1 �
""""' GARAGE i U NpEN50R ; D
o SETB i PROPOSED 442 SF ; `�; ,,1, m N 0 6 F E N C E=
N � .,' ��.': � H O U S E --- � " W
m
1 � ', = FF 103.15' i i i i i� � 14•_��"J
� GARAGE �i i i i i j �
�'`���'� SLOPE 2 I FF 101.85' �����
O 1 � �� 1 \�
m � �
ROOF OVER NG i
I
' 1
1
1
1.
�
19'-11� i
� . �
� SETBAC �
15 6
SETBACK � c
`%i L.JyY;�,
� ,
� , �
` `` �� �' . Y
�;, �t U
A i� � I m
�'�, �:,;�.;',,` � �
� � N (n
�.
NEW WROUGHT IRON ''-
-------------------
42"TALL FENCE WITH GATE � ai G�..`, TREE '-
t.. DRIP ��
�:.,1.,%. LINE
�ti'.. (TYPCAL)
TOP OF
CREEK BANK
� _ �
ROOF OVERHANG.: 1 AREAS
`� �.:
� SLOPE 2X � SIT[AREA 7,151 SF
Z �
z �, ,� LANDSCAPE AREA 2,335 SF
SECONDARY DWELLI < DECK , '
_!____ UNIT ATiACHED PAVERS � ' GROUND COVERAGE- HOUSE 2,201.27 SF - 30i
- AREA�373�°- RWL �' ,`.
�-^------- ------- ��� I �NG PORCH
WATER DIVERTED x ;.��,�' GROUND COVERAGE- INCLUDES 2,455 SF - 347
TO LANDSCAPE � '"
-- t. ROOF EAVES
23- �'
� i ROOF EAVES AREA 253.73 SF
SET6A`CK �
LANDING �� � FIRST FLOOR AREA 2,070.02 SF
DECK
s�oP[2x �� ' SECONO F�OOR AREA 1,144.10 SF
PAVERS _ � `` i RATIO OF 2ND FLOOR 55%
�`� m � 1 TO i ST FLOOR
F-
c°iv vWi - 5'ESMNT(WIRE CLEARANCE) U N `� �
�, Q ,- � �
m � ' � 10' PUE _
N . � � ._ ����
---- ,,
<E� ------------- '1 �'
---------3---- ` ,,
14"T. -
,�.�(K�OAK R o -- -----------------�,,,
( - J� 10'P.U.E. ,
R=280.00
CREEK SIDE PARK
GA
GROUND
CALAVERAS CREEK
PROPOSED SITE PLAN �:,ie�_,��
��
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.�
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� /��/���=�'�/.�_-�.�L� _�,_._
� ..��.6�. .� .., e..,�,... _.
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NCI�CIVI�.
i.nu s�n a rwn a�sn a a xm ro et usm xo�.
S��ET WIIIE:
PROPOSED SITE PLAN
- .. �
_
■ —
_
_
—
_—_
ai�W1i:
CMECKED:
��
1 19 13
SCIILE:
AS SFIOIYN
JOB No.:
SHEET No.:
A1 . 1
SHEETS IN SEf
LAWN
565 SF -_--
A
LANDSCAPE
� 699 SF
�
LANDSCAPE
g 1636 SF
---��_ —
LANDSCAPE AREAS
A+B = 699 + 1636 =
2,335 SF
L°183.4 1 ,R=160.00
"BASIS OF BEARING"
AC
EAST ESTATES DRIVE
��� DW
'�.
�\� WM
,�,
'�,
��� ARISTOCRAT FLOWERING 16'
`��-� P�R NEW DRNEWAY
24"BOX - MIN 8'
CARPENTER�A CALIFORNIC , ����-�.�NTING H IGHT-_ cur —__�,_
BUSH ANEMONE � �°"F � '' =sa 23.R=i o
j� . .� <N>%'�`'.
5 GAL � _ : . .
�
(� . z
� �
� `s�,/�«fM{u1,�R�N � . .
LEONOTIS L�ON R 565 SF . m
� ssco . . ° ��
5 GAL tr N a NEW PAVER
� � -- m DRIVEWAY
�.°� �. � ROS 'v w = YPACIFIC
SE SO AL � N�° aINTERLOCK
r� ROSES G FLOWERS ry �ERVio�s
GAL �, `�AVERS _
!-
ALTERNATE SCREENING TREES ------- �------------ -- ----------- ------------ ---- ---------------- - i--
I -
E7
NEW FENCE 8�-ip���
6'TALL WALKWAY �'/ �
SETBACK ---- �/
PAVERS wmn' i �
� BALCONY �l�
1��.
-- - - �i -^,�.
Roo1F ' �
� <N� L ' I� �± 5 TBAC
��•:u• i
� t
_ / SE BA(
0
c
m <N� '
��
o , �
� <N>
PO OCARPUS
G ACILIOR--FERN PINE
" BOX— 6'
LANTING HEIGHT
<N
5
LAU S NOBILIS—
GR IAN LAUREL �
24 BOX — 6' PLAN G
'�J-1EIGHT <N>
�, I
NEW WROUGHT IRON
42"TALL FENCE WITH GATE
TOP OF
CREEK BANK
k��..�CI.3 " !� .
: �+-{—:�c1.�.-��.� �._... ..
. � � ��- 3 I�
_
: ,MJ+ .w.
; -
�
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\��=
SETBR
15�-6"
SETB{�C'k
.� 1y
/R00�� ~
Y \
�W U
i m
ry TREE
VEGETAB E oaiP
GARDEN uNE
(TYPCAL)
DW
'/.
i/
'/.
'/.
'/.
,�.
,�.
'/.
I�.
,�,
��,
.�'"�'
<N>
PODOCARPUS
� GRACILIOR--FERN PINE
�24" BOX — 6' PLANTING
HEIGHT ALTERNATE SCREENING TREES
i <N>
�—'LAURUS NOBIUS--GREC�AN LAUREL
� 24" BOX — 6' PLANTING HEIGr!T
o '
�
�
�
�.'`�
J
.�``
�
i
i �
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�
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� ���� �..
ROOF pyE�2HANG
`
� :
� �
I.-:,r - ,
,
-; ` ,
(j" ,� DECR�. ��
FAVERS � �
ROOF BALCONY
BA CONY �"
NEW 6� TALL
WOOD FENCE
<N>
�<N� LINC Of SECCND FLOOR
� Z
� o
( c
� N
� rn
�
1 a
� NEW 6'TALL
m W00 FENCE
<N TOTAL LANDSCAPE AREA = 2,335 SF
LAWN AREA — MAX 25% OF 2,335 = 583 SF
� �N� TOTAL LAWN AREA = 565 SF <25% OF
� _ LANDSCAPE AREA (583 SF)
<N>
L �� w� 23i�� ` '
-------------------- -- -----F-------- ------------------- SETBA'CK��` �
,
.,
DECK � � �N�
PAVERS • Y �
� m 1 FREMONTODENDRON
' � N .' ` PACIFIC SUNSET, FLANNEL
N N 'ESMNT(WIRE CLEARANCE) v - p� � ` � BUSH
� �S S I ./'4- �UM ` �
m �' " ANNIN � 15 GAL
FUREU . W , � � ��
�
OSMIC R � QRF'�r. N 1 ,'-
ia°r. DA lC.IPS'.' ,�
�
,'
'P.U.E.
� LARGE SWEEPS OF
CREEPING
L=94.6,R=2H0.00 PACHYSANDRA
<E> OAK AND CLUIvIPING
TREE HOSTAS
A ' TALL
CREEK SIDE PARK �A
CALAVERAS CREEK
GROUND
PROPOSED SCREENING LANDSCAPE PLAN �:ve--�'-0"
��
�/
•'
�
-
-
-
-
-
U
�.1./
�
•r�
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t1J oo �
� v' �
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a�o�ct:
GEI�ElUL NOTE'S:
i.n+s srar a vNn a�sn i�xor ro a usEO KaE.
����:
PROPOSED SCREENING
/ LANDSCAPE PLAN
� �
_ _
_
_
,_
-___
_
�,�:
CHEqCED:
OA7E:
1 19 13
sc.�e
�s sHOwn
,ae No.:
��.:
A1 .2
SHEEfS IN SET
1
1
I
1 _
BUILDING
FOOTPRINT
INCLUDING PORCH
= 22ot.27
(FROM FAR DIAGRAM
ON SHEET A1.1)
HARDSCAPE AREAS
TOTAL SITE AREA — BUILDING
FOOTPRINT AREA (SHEET A1.t) —
LANDSCAPE AREA (SHEET A1.2)
7151 — (2201.27 +2335) = 2,614.73 SF
�'._;�G,1,�-��
��i - a1 c.��� �.�� .�_....
� ,��� ���-/���r� �.e_.'...
DW
L=183.41 ,R=160.00
"BA515 OF BEAR[NG"
AC
EAST ESTATE� DR1VE
DW
'/��/
,/.
'/.
,,.
_.�"
CALAVERAS CREEK
PROPOSED H ARDSCAPE PLAN �:,ie-.,���
�\
�/
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0
0
0
0
0
0
�
U
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0 �" �
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PROJECT:
GEI�RAI.N�iES:
I.1H5 SIEEi 6 PNIT OF�SET t 6 Iqi(0�VY.D KpE
���:
PROPOSED HARDSCAPE
PLAN
. �
_
_
�
_
_ �
��
��,,,�:
c�acm:
o��:
1 19/3
SCa1lE:
AS SFIOMl1
,►��.:
���.:
A1 .3
SHEETS IN SET
54'-Od"
������.� ���" _ ,
�i�1_ =����-�PI�'.:.E _�.�
,c�-� -��..,_�.�.. �._..
�
PROPOSED FIRST FLOOR PLAN �:,i.--,�-0-
�\
��
��
0
�
�
�
�
0
�
U
�
4.�
��
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�
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r--� �,
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4� � ��
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Pao,�cr:
c�No�.s:
1.MS 9QT G PNtI OF A SE7 t 6 MOT TO H USED I101E.
�'�:
FIRST FLOOR PLAN
. �
_
_
�
_
_
�
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��:
1 19 13
SCALE
AS SIIOMN
J06 No.:
SHEET No.:
A2. 1
SHEETS IN SEf
/�,�c) �-1�
�,�-�-��t.�.-�.��_. .�_._
_ �° ��� /� _�_... �_�.
� PROPOSED SECOND FLOOR PLAN �:,�.�.,•�
��
��
\•C �
�
�
0
�
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U
�
4.�
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�
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r--r �,
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4� � ��
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o �
aRO,�cr:
co��a�s:
�.n�s sar�vwa a�sn a 6�ar ro e[us�n Ka�.
SFIEET NN�E:
SECOND FLOOR PLAN
- . �
_
�
_
_
'� �
�
�_ __ __- -
��„�:
���:
��:
1 19 13
SC.IILE:
��
Joe Wo.:
SHEET No.:
A2.2
SHEETS IN SEf
/c'�G���->�-
r��=�— ��f�.W--!� .�..__.
- , : �-� -�� _� ._.._
� PROPOSED ROOF PLAN �:,�,-.,•�
��
��
��
0
0
0
0
�
0
4.�
U
�
4.�
��
.r—,
�
4�
�
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� �, o
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O W �
r--, �,
�--+ �, �
4� � ��
� � �
o �
��:
co�ra�s:
1.1116 5lFEi 6 PNtI OF�SE7 t 6 Iqf TO�USED ttpE
���:
PROPOSED ROOF PLAN
r � � ���
_�I
_I
�
_-_
_
���
��„�:
CHECKED:
��:
1 19 13
SC�1LE:
AS SFIOIMl1
JOB No.:
SHEET No.:
A2.3
SHEETS IN SET
/'/1/v;
�i
�
�
�
�
�
�
;
WOODEN FENCE _
AT PROPERTY LWF . t°
GUTTER _
oun�PnNE viNn
PATIO DOOR W/GRID
WROUCHT IRON
BALCONY RAILING
CIAY 710E ROOF , , � �. ..�
+--�a« �. ,. . . �
� � � �
5lAOOTH CElAENT
PLASTER FINISH
FOAId TRI�I
C�OPAY STEEL
GARAGE DOOR
��"--�c1����
�j��—:��i�-��`. � .
, �� � —j �
��`
�
I
�
,;
�
SiONE VENEER
�n
I
i
';
ti
TOP OF ROOF-128.535'
SECON�FLOOR PLATE-123.16'
0
�
� � SECOND FLOOR-114,16'
�
�
�
�
�
�
,
,
�
�
1 11' 1 .
1 '1 1
�� �
PROPOSED FRONT ELEVATION �:,i4-.,•-0•�
WEST SIDE
� , � ,
, �;. , ,�� , , � , .a�, ,� �
; 1 f
,�- �'� , �� � i;, '; ,b, l�, ;'; �, .{s;
I�� I�, :�� ��,. �< I' a.
m
�,,�°�;��,�,��-.�;�� _
,
' '� � { � 4 1 1 � �^� M
� :1��'H ��7�Ki � ,V- r �J ��-:lu i� _i� y
� . ` �` �, „: , f
�� > ,1�,_ � r� i� ,.,. ��,�i.=� �r,
- �� ,i
' I
!, I
,i
�! ,
I ■ ❑
�
i
i
FINISHED FLOOR-102.66'
� PROPOSED SIDE ELEVATION �:,i4�.,�—��
SOUTH SIDE
-
-
-
-
-
� -
U
�
�
�
•r�
�^�l
�.LJ
^
Q �
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r� W �
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° V
aHO,�cr:
���:
i.n�s sFCr�vwn a e st s��ar ro e[us�o Kac
SHEEi N111�:
PROPOSED ELEVATIONS
- . �
_
_
_
_ _
_
_
��:
���:
�,�:
1 19 13
SCALE:
AS SFIOwII
JOB No.:
SMEET No.:
A3. 1
����
�/
I
I
1
I
1
I
, ^ .�'�����
.� : - �/�-'i—�C%.� j��..,_ . _
- '. . . � �� �_�� _._ _.�.v
� : � --
.. , ,. / , �.
�
u
�— +�`
�
FINISHED FLOOR-102.6E
GROUND LEVEL-101.50'
PROPOSED REAR ELEVATION �:,i4°=,�-0-
EAST SIDE
❑
�<< �ir
, i !, � �'' ��l
�
,i ��.- ,�;" �, `.i(
, '; I
< �
�
;,, r_-,�-;'""�r,. �"
n n M '�, � y �� + � Mti '� r�x �
, 7 .a�z,'� , ,;"� t ��F , _
� i� �°,r
� ' ,;�° � ,,� � _ ��
� i...�� �I
❑ '
FINISHED FLOOR-102.66'
'� ' rorviun irvn _tnt cn'
PROPOSED SIDE ELEVATION �:�i+~.,�-0~
NORTH SIDE
0
i
N
�
� `
\U��l
I
1
I
I
I
I
�
�
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-
�
^
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v�
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1--�-1 �
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� o �
�c�:
Ci0'F.RAL N�Tf$:
i.n�ssm�v�ra�snaaemroe�us�oKac.
SfEET N�YE:
PROPOSED ELEVATIONS
r�v�oNS er
DRANRd:
CHECKED:
��:
1 19 13
SCALE:
,►�►�.:
��
���.:
A3.2
SHEETS IN SEf
� PROPOSED FRONT STREET ELEVATION �:,�8��=,�_a•�
WEST SIDE
ti�"�'�G'�:j' ���°f
� ���lica�€r�� 4 . ,�ac,�-����—!�?.,
�ro���I ��s._. �� �--� ,�
�natu��:4 -- _�
a 1e_ _
<�-�`�.
...-",�
�
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0
4.�
V
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4�
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PROJECT:
(�IdERAL NOTES:
i.M�s�rr�s Pim a�s[r a 5 rai ro s[us[o ua[.
SHEET Nh1�lE:
PROPOSED ELEVATIONS
REVISIONS BY
DRAWN:
CHECKED:
��:
1 19 13
SCALE:
AS SFIOYIM
JOB No.:
SHEET No.:
A3.3
SHEETS IN SEf
��-.��13 l�-�
�eN� � ,����-!c;
. � 5�-� � � -
STONE FLOOR 0/
WATERPROOFING MEMBRANE 0/
0/PLYWOOD 0/STRUCTURAL MEMBERS,TYP.
GI FLASHING
1 x6"T&G PINE,
STAiNED WITH MARINE
VARNISH, TYP.
7/8"CEMENT PLASTER
FINISH 0/ 2 LAYERS OF
60 MIN. WATER RESISTANT
BARRIER 0/ PLYWOOD 0/
2x STUDS - FINAL COAT TO BE
ACRYLIC FINISH
CLAY TILE ROOF 0/
2 tAYERS ROOFING PAPER
TYPE 30 0/PLYW000
CLAY iILE ROOF 0/
2 LAYERS ROOFING PAPER
TYPE .30 0/PLYWOOD
PER STRUCTURAL -
a 4• __
12"
m
MASTER
BEDROOM
0
KITCHEN
CLOSET
� LtVING
�
26 GA GI
WEEP SCREED, TYP.
SECTI ON A-A �:,i��.,���
PLASTER
LAYERS OF
R RESISTANT
'LYWOOD 0/
FINAL COAT TO BE
H
MiN
SECTION B-B �:,i.-.,��-
�
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I����:
I.116 SIEET 6 PNtf OF�SFT t 6 Ipl IO�USF.D/LOIE.
SHEET�IMIE:
SECTIONS
. „ �
_
_
_
_
_
_
�,,,,�:
CHECKEO:
��
1 19 13
SCALE:
AS SFIONrII
JOB No.:
SHEEi No.:
A3.4
SHEEfS IN SET
,
.
,
. �--��3 -��.-
�c�1-���-3-�ic _._ .. ..
, �� 3—��
�, ,.,_,.... _..._..
�
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2'
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�,,.,i:
'� �al�Xa�ksAt�eg��
1-::;'J .�'r�'f.-.1"�;. "t, .. a
❑ �
❑
CROSS SECTION THROUGH CREEK �:,ie�=,�-0�
�
�
�
�
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4.�
U
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^
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GEI�ftAl NOiES:
i.n�s s�r a rim a�sn a a�ar ro e�us�o Ka�.
s�r wu�:
SECTIONS
�� �
_
�_
�
�_
�
��
��:
CHECKED:
o�,�:
1 19 13
SC/1LE
AS SFIOIYN
JOB No.:
SHEET No.:
A3.5
SHEETS IN SET
\ �S 9soi,ir+
so
\ � x
SDMH
� � RIM=99.50'
100.50 100 02 \ /
TC � \ /
99.68
IA�N \ �� / 98 86 �o
100.1 _ i iC
EP ` �
� � __ � �
CONCR
\x100.74 CURB&GUTTER 9C.53 g
�AC 100.07
\ F 99.51
TC 99.58 99.17 SSMH CONT
100.51 99.25 `�.72 Ep RIM=99.65' �`
. � �
A 99.68 99.63
\'\ EP SSMH X
99.30 �98.40
EP M�
100.4\ 100 44
x SS�" ^� E. ESTATES DR. A� /S5�-
\�� 5 �P
RIMS 100.45' SS \\, A00.33 7t/W(�0' /xs / O
� 100.16 SS x� 55 ,�9 6 /
\ 100.00 EP _S-- SS _ -� AC 99.37
� �--�5'� 55 -�-�' gY q.� CB
\ \ 100. A00.11 L=183.�4�,R=160.00 99.82 AC pw'�
TC "BASIS OF BEARING" A� p'�g8 g�
� g,gp AG FC DW
f 100.01 99.42
� T�.3 99.85 �CONT 99.4 DW
� P Y x99.55 TC /
CONCRETE CONT �
�CURB&GUTTER 9937 /
� 100. 99.62 99.52 EP
� DW EP Ep 99.67 /
\ �W 100.1 .17 9.25 99.73 TC �
� �I � i
\
99 4"T. FC TC �
\ � 10038 100.12 OUN 100.17 fCx100.04 1D0.03 x99.92CROUND ° �9� /
� � CRD �- CNC �- �� _ /
n �_ CONCRETE ��16 9�� �
z C_
� � �oo� oW L= 4.23 , Rc 190.00 �p66
A
� � �x 100.92 GROUND
� 100.83 100.91 100.73
100.88 CNC C_ xG� �D� O
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1
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x101.17 BW
"' � x101.57
CNC
� CONCRETE
101.69 �
101.�1
�- CX 101.70 101.8�
AREA OF THE LOT = 7,151 SQFT
SCALE 1"= 1O� ' xCNC 102.40 FFG �� �
GRAPHIC SCALE � o TER DK/_ ER �
io o s io 2o ao ,� � ��� Q� gw259 GROUND � CONCRETE � �p
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TOP OF
CREEK BANK
10518 E. ESTATES DRIVE,
CUPERTINO, CA
APN: 369-25-029
�
� F
iG. I 8LX � 102.4]
�p m GM Bw x103.13
0 101. fF
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�I i��8b 1 STORY HOUSE
�j � �- FF=103.15'
Q GARAGE FF=101.85'
ROOOF-PE�lK=116.10'
1 � 116.D9
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GROUND x�D1.7H
102.16 � EM 102.06
� � cx
I 101.73 102.09
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/x1D1.09
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pN 101.79 101.82 WO PLA T R
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101.99 101.85 I�
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i
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fF CX �
ROOF 10�9�
OVERHANG �
101.
(PATIO) �NC o
� (WIRE CLEARANC
T x� 102.14
cx
OH TR-�__ 101.98
101.64 ------0 �X 101.87 �
GRp DRIP x 14"T. �___._OH _---OH _--_-__OH CONTx
LINE 101.74 01.93
- (LYPCAL)_ CRD � CX x 10'P.U.E. _
- 101.90 -----��
L=94.6 , R= p xG�°�
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CONT
�7
SMP ENGINEERS
CIVIL ENGINEERS-LAND SURVEYORS
1534 Carob Lone Los Altos, CA 94024
Tel. (650) 941-8055 Fox (650) 941-8755
�
LEGEND_
--- ------ PROPERTY LINE
--- --- ---- - EXISTING LOTS
- CENTERLINE
EASEMENT LINE
SS SANITARY SEWER LINE
SD STORM DRAIN LINE
OH OVERHEAD POWER LINE
-,, ❑ - WOOD FENCE
� TBM (ELEVATION = )
rQ, JOINT POLE
� SURVEY MONUMENT FOUND
pd WATER VALVE
� FIRE HYDRANT
� LAMP
� TBM (ELEVATION)
ON�
ON/
oN/
pN/
�N/
pN/
99.8/ 100.80
xX XX
Scole:
,° _ ,o�
Prepared by
J.N.
Checked by
S.R.
Dole:
JANUARY 02, 2013
Project No:
213005
� �����/�
. . _ �° �L��� `%�.�
. , � � �1 ./
" .,,., �
Sheet No:
TOPOGRAPHIC MAP
T-1
ABBREVIATIONS:
AC ASPHALT
AD AREA DRAIN
CB CATCH BASIN
CO CLEAN OUT
DW DRIVEWAY
E8 ELECTRIC BOX
EM ELECTRIC METER
EP EDGE OF PAVEMENT
CONC CONCRETE
D.E. STORM DRAIN EASEMENT
FF FINISH FLOOR
GM GAS METER
GA GUY ANCHOR
PUE PUBLIC UTILITY EASEMENT
SCCO SANITARY SEWER CLEAN OUT
SDMH STORM ORAINAGE MANHOLE
SSMH SANITARY SEWER MANHOLE
IV IRRIGATION VALVE
MB MAILBOX
WM WATER METER
P.U.E. PUB�IC UTILITY EASEMENT
NOTES:
1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIA�ALS THEREOF.
2. THE CROSS AREA OF LAND OF RECORO IS 7,151 50.FT.t
3. THE SURVEY WAS BASED ON A PRELIMINARY TITLE REPORT j�12-99904723-DM BY CHICAGO
TITLE CO.,RECORDED ON SEP.11,2012.
4. ALL EXISTING BUILDINGS ARE WOOD.
5. ALL EXISTING FENCES ARE WOOD.
6. FOR PRECISE SPECIES OF TREES A CERilFIEO ARBORIST SHALL BE CONSULTED.
7. ALL PIANTER ARE BRICK&CONCREit,UNLESS NOTED.
8. ALL SEWER LINES IN STREET ARE 8°VCP,UN�ESS NOTED.
8. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH
THE REOUIREMENTS OF THE LANO SURVEYORS ACT.THE PROPERTY IINES SHOWN HEREON
ARE COMPI�ED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN
RECORO INFORMATION AND THE TOPOGRAPHICAL FEATURES SURVEYED ANO SHOULD NOT
BE RELIED UPON OR USED FOR ANY OTHER PURPOSES.PURSUANT TO THE CLIENT'S
DIRECTION A BOUNDARY SURVEY WAS NOT PERfORMED AT THIS TIME WHICH MAY HAVE
DETERMINED THE ACTLIAL PROPERTY LINES.
DISCLAIMER:
SMP ENGINEERS OR ITS OFFlCERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE
ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PIAN.
NOTE:
THIS MAP REPRESENTS TOPOGRAPHY OF THE SURfACE FEATURES ONLY. UNLESS
SPECIFIED ON iHIS MAP,LOCATIONS OF THE UNOERGROUND UTILITIES ARE NEITHER
INTENDED NOR IMPLIED.FOR iHE LOCATIONS OF UNDERCROUND Ui1LITIES CALL"USA'
(1-800-642-2444).SURFACE FEAiURES ARE LOCATED BY MEANS OF A STAiION AND
OFFSET FROM THE CONTROL UNE.
BASIS OF BEARINGS:
FWND SURVEY MONUMENTS IN THE CENTER-LINE OF E.ESTATES DR..RECORU
INFORMATION WAS USED.PER RECORD MAP,BOOK:103 PAGE:31 WHICH IS FlLED IN THE
COUNTY Of SANTA CLARA RECORDER'S OFFICE.
SITE BENCHMARK:$
SURVEY CONTROL SET MAG NAIL ELEVATION=100.00�(ASSUMEO DATUAI)
O ' ���'�.i,, �i .., �ii ��I
ii
CITY OF LOS ALTOS
. �
.
\
\ i
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\ /
\ /
\ /
\ _ ' /
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O SDMH
RIM=99.50'
� —� �
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CURB&GUTTE
�
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RIM=99.65'
\� O ��f
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O \� AC ,//
SSMH �\ /, �
\ RIM=100.45' , '
\ \ �� -�
-�
\ � ` L=183.41 ,R=160.00 — -- —
� "BASIS OF BEARING"
� AC /
� �
� CONCRETE
�CURB&GUTTER
�
\ DW
� \ ��
\ OUN
\
\
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n
o ��
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n
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SCALE 1"= 10'
GRAPHIC SCALE
10 0 5 10 20 40
x
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rn
TOP OF
CREEK BANK i
�r� GA
\
\
-_ CONCRETE „,..V°"°._ -_",,,.,.,� _
� _�.,�
oW L= 4.23 , R=190.00�
} GROUND
�
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SSCO
�GROUND
I
1
1
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DRIP �� 14"T.
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�, ,� � ` �.. L=94.
� �. ���'� ....
v�.Y`f V
�
�
�
1 STORY HOUSE
FF=103.15'
GARAGE FF=101.85'
ROOOF-PEAK=116.10'
EM
AREA OF TI�E LOT = 7,151 SQFT
n �
o .�
z o
n�
z
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= rn O�
z C�
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SCREEN n
O
PORCH z
FF=102.50' rn
ROUND rn
ROOF
OVERHANG
(PATIO) "
' NT(WIRE CLEARANC _
�
�,° - ....�.
�, 10'P.U.E. �
-- --�:-- —�`�-,��-•.`�
R=280.00 � �°�� '1 '
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i'
� �'� �.'w`aa.. 3 �� \°e Nv �_.. �,f"
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'`*r:.,, ,,.,,�' � � i �
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^�.v.,,<.,�-
Scole:
SMP ENGINEERS ' - '�
::.�� �° «��°�:�^^; PrePored by
10518 E. ESTATES DRIVE, y= ' '`� J N.
CUPERTINO � CA CIVIL ENGINEERS-LAN� SURVEYORS Cneckeo by
*,.. S.R
�W� 1534 Carob Lone Los Altos, CA 94024 Daie
APN: 369-25-029 7e�. (eso) 94t-soss Fox (650) 941-8755 JANUARY 02. 2013
- Project No:
213005
GA
x
0
C
�
m
�
LEGEND:
-- PROPERIY LINE
— — — — EXIS7ING LOTS
CEN TERLINE
— — EASEMENT LINE
SANITARY SEWER LINE
STORM DRAIN LINE
OVERHEAD POWER LINE
�^.----�� W000 FENCE
� TBM (ELEVATION = )
`�II� JOINT POLE
� SURVEY MONUMENT FOUNO
� WATER VALVE
� FIRE HYpRANT
� LAMP
TBM (ELEVATION)
�
�
QROFESS�r✓°'�.,,�
'`�c•��O`i`D ^ �+`\�!�
>
� �P ��^ ��r
�n /t
�� No.�2724 �
� �2,3�1 �y.�
�P ��� �.'w�+w'w�. —. .
� '."���„�r\,�i
/ %�'��.i
� .... .... ..
TOPOGRAPHIC MAP
�,«<No T-1P1 O
ABBREVIATIONS:
AC ASPHALT
AO AREA DRAIN
CB CATCH BASIN
CO CLEAN OUT
OW ORIVEWAY
EB E�ECrRiC BOx
EAA ElEC7RIC ME7ER
EP EDCE OF PAVEMENT
CONC CONCRETE
D.E. STORM DRAiN EASEMENT
fF FINISH FLOOR
C� CAS METER
CA GUY ANCHOR
PUE PUBL�C UTIL�TY EASEMENT
SCCO SANITARY SEWER CLEAN OUT
SDMH STORM DRAINAGE MANHOIE
SSMH SANITARY SEWER MANHOLE
IV �RRICATION VA�VE
MB MAI�BOX
WM WATER METER
P.U.E. PU6UC UTI�ITY EASEMENT
NOTES:
1. .4LL DIMENSIONS ARE G�VEN IN FEET ANO DECIMA�S THEREOf.
2. iHE CRO55 AREA OF lANO OF RECORO IS 7.151 50.FT.f
3. 1HE SURVEY WAS BASEO ON A PRELII�INARY TITLE REPORT j12-99904723-0�1 BY CHICAGO
nTLE c0..RECORDED ON SEP. 11.20�2.
4. ALL EXIST1w�BUILDINGS ARE W000.
5. AlL EX15nNG��NCES ARE W000.
6. FOR PRECISE SPEc;�ES OF TREES A CERTIFIEO ARBORIST SHALI BE CONSULTEO.
7. ALL PLANTER ARE BRr^K&CONCRETE.UNLESS NOTEO.
8. ALL SEWER�INES IN STREFi ARE 8"VCP,UNLESS NOiED.
$. THIS DRAWINC REPRESENTS A TOPOGRAPHIC SURVEY PREPAREO IN CONFOR�AANCE WITH
THE REW�REMENTS OF THE LANi;SURVF.YOR$ACI. THE PROPERTY LINES SHOWN HEREON
ARE COMPILED FROM RECORD OATA AN9 REPRESENi THE BEST CRAPHICAL FIT BETMIEEN
RECORD INFpRMAT10N ANO THE TOPOG�ZAPHICA�FEATURES SURVEYED AND SHOULO NOi
8E RELIED UFON OR USEO FOR ANY OTHE2 PURPOSES. PURSUANT i0 THE CLIENT'S
DIRECiION A BOUNOARY$URVEY WAS NOT P�RfORMED AT THIS TIME WHICH MAY HAVE
DETERMINEO+HE ACTUA�PROPfRTY LINES.
DISCLAIMER: i
�-----
:, SNP ENpNEERS OR ITS OfFlCERS OR AGENiS SHALL NOi BE RESPONSIt;!E fOR iHE �
� ACCURACY�R Cp+PLEtEr►ESS Of ELECTRONiC COPiES OF n��s Puw.
� NOTE: i
I 1H15 YAP REPRESENTS TOPOCRAPHY OF iHE SURFACE FEANRES ONIY. UNLESS
�SPECIFlED ON 1HI$AIAP,IOCAl10NS OF THE UNDERCROUNO U1ILI11ES ARE NEIIHER
�INTENDEO NOR INPLIEO.fOR iliE LOCAiION$OF UNpERCR0UN0 UnUilES CALL�USA�
i(1-800-64p-p444).SURFACE fEATURE$ARE LOCATED BY MEANS OF A$TATION ANO I
�pfF$ET FRpd THE CONTROL LINE, I
� BASIS OF BEARINGS: �
�FOUNO SURVEY�IONU1AENi5 IN iHE CENTER-UNE OF E.ESTATES OR..RECORO I
;INfpR4Ai10N WAS USED.PER RECORO 4AP,BOOK:103 PACE:31 WHICH I$FI�O IN THE
� CWNTY pF$ANTA CLARA RECOROER'S OfFlCE.
i SITE BENCHMARK:� i
iSURVEY CONTROI SET MAG NA1L ELEVAilON=100.00'(ASSU►IED DATUAI) i
/�—:�2c1� - i�
� �� � ��—:�?���.3-�G>v � ...
� ,�,�i4�. /'�
__�� -�,�-^.•. _......
c'��; .
CITY OF LOS ALTOS
� .
PUBLIC WORKS CONFIRMATION FORM
� -- ,,. Public Works Department
10300 Torre Avenue (408)777-3354/ Fax (408)777-3333
Cupertino,CA 95014 publicworksQcupertino.org
CUPERTINO _ http://www.cupertino.org/publicworks
A Public Works confirmation form,if required,must be completed prior to project submittal to the
Plannulg Department. The fee for the confirmation is $263.00. The purpose of this confirmation is
to identify preliminary Public Works issues, which may adversely affect the application. Please
submit this form, the fee, and a copy of the site plan to the Public Works Departrnent for review.
The Public Works Departrnent can be reached at(408) 777-3354.
Project Address: j�`S�r� �� �SrA`�S �R. Email Address: �ne�,lo�e � c.�rc�z� .c�
�t'� �36 � _ 2S - Q� �
Applicant Name: �� c��ma.��ah�D ►.���tc>� Phone No:
**'�For Public Works Department Use Only*'�*
PW Confir7nation Requii�ed ($263) �s ba oo t�(o�i 1 PW Confii7rcation Not Required
„
Addition: Single Family Dwelling 1� Flood Zone: ���.
Requirements:
❑ Dedicate Right of-way(road):
❑ Easement(streetlight):
�Offsite improvements required(circled): sidewalk,curb and gutter,curb ram driveway,
pavement, street light,street 6ree , � ��.1 Dr�J��'�=� . Gta�� ���� �:�°� �, , ��y
❑ Registered civil engineer required to design grading plans or improvement plans �
�Clearly show all utility lines from the house/project site to the street(electric,electric
panel, gas,water,sewer). Indicate as new(N) or existing(E)
❑ Underground all overhead utility service to new house or new electric panel
� Show onsite drainage on site plan with direction and slope percentage
`�Include relevant City Standard notes and Details on plans
� �
�Encroachment permit or Development Ab eement
� Streamside Permit
❑ Soils letter/report
✓ Submit preliminary title report and Quitclaim underground water rights
Comments ��� ���-�.t� ��"c� -c�-:r'��s�u ��GS � ��S�� ��'��f��` t�`�`�
Y -������� \�'"'`�5��'��. ��,-� S�f� � °-�Ci�� �� ��- �3�c�`°-°- .
.
�oY'�. � , ��v� � Y _ \��.R-��' � ;�,� �
Signatur Title Dat
P�ge 6 of 6.
R App 2012 July 1 Revised 7/1/2012
• •
or a 1 lona
.
n orma lon
ee 1 e
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