9535TRACT NO. 9535
Acknowledgement
State of California SS.
County of Santa Clara
On 8po 1 (3 , 2004 before me, the undersigned,
a notary public in and for said state, personally appeared
proved to me on the Itasis of satisfactory evidence to be the
person(s) whose name is/are subscribed to the within instrument
and acknowledged to me that he/she/they executed the some in
his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s) or the entity upon
behalf of which the person(s) acted, executed the instrument.
Witness my hand
Notary's Signature �Aw' nna%1
Printed Notary's Name Rt i)lYl pf- nMli
Notary's Principal Place of Business ►ZTCi `�S _1f .
Expiration of Notary's Commissionp (��G
Notary Commission No. 139510q
USER:cbeach I:\dwg\A00088-1
Acknowledgement
State of California SS.
County of Santa Clara
CONSISTING OF SEVEN SHEETS
BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN
ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON
DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES
47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT
CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST
9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA
CLARA COUNTY RECORDS AND LYING IN THE
CITY OF CUPERTINO
COUNTY OF SANTA CLARA STATE OF CALIFORNIA
APRIL, 2004
KIER & WRIGHT
w CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 22
Santa Clara, California 95054
On 4Qr't.f I4 , 2004 before me, the undersigned,
a notary public in and for said state, personally appeared
-rhn ma ,c, --T_ a v (Ij
proved to me on the basis of satisfactory evidence to be the
person(s) whose name is/are subscribed to the within instrument
and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s) or the entity upon
behalf of which the person(s) acted, executed the instrument.
Witness my hand
Notary's Signature
Printed Notary's Name
Notary's Principal Place of Business ��_'kL :-1LiCJ Ccfun44
Expiration of Notary's Commission _.�"G'_[L_.�
Notary Commission No. 147R
EY\FINAL MAP\FM-PHASEI.dwg APRIL 12. 2004 8:50 AM
Acknowledgement
(#Olttna
State of e"4+opm-0c SS.
County o f Ssa(��t-o ttrme ),wwl
On 1�b�
, 2004 before me, the undersigned,
a notary public in and for said state, personally appeared
proved to me on the basis of satisfactory evidence to be the
person(s) whose name is/are subscribed to the within instrument
and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s) or the entity upon
behalf of which the person(s) acted, executed the instrument.
Witness my hand
Notary's Signature ►�/N-�'''"
Printed Notary's Name I
Notary's Principal Place of Business y�gtj,�nCN1Gl
Expiration of Notary's Commission _ « LVb
Notary Commission No. NA'
A00088-1 SHEET 2 OF 7
17 Ko?o2.a3 6
NA
TI TL
OWNER'S STATEMENT
We hereby state that we are the owners of or have some right,
title or interest in and to the real property included within the
subdivision shown on the map; that we are the only persons whose
consent is necessary to pass a clear title to said real property;
that we hereby consent to the making of said map and subdivision
as shown within the distinctive border line.
We also hereby dedicate to public use easements for any and all
public service facilities including poles, wires, conduits, gas, water,
heat mains and all appurtenances to the above, under, upon, or
over those certain strips of land designated as "P.U.E." (Public
Utility Easement). The above mentioned public utility easements to
be kept open and free from buildings and structures of any kind
except public service structures, irrigation systems and
appurtenances thereto, lawful fences and all lawful unsupported roof
overhangs. The Public Utility Easement "P.U.E." shown hereon is
solely for the purpose of providing utilities to the land within the
distinctive border.
We also hereby dedicate to public use easements for sidewalk
purposes and appurtenances thereto and the right to construct,
install, use, repair, replace and maintain a public sidewalk on or
over those certain strips of land designated and delineated as
Sidewalk Easement.
We also hereby dedicate to public use easements for emergency
access purposes over land within the distinctive border line along all
driveways and drive aisles as they may exist from time to time.
AS OWNER: CTC Funding LLC, a California Limited Liability Company
CTL r� ih G iYn ia OJT,riax
mGGt�fY)
Z - 4, < —_
E: re tf
AS OWNER: Civic Park G, LLC, a California Limited Liability Company
NAME:
TI TLE: _
AS TRUSTEE: Old Republic Title Company
BY:
NAME: 7-Alp Mwt J J
TITLE: N)<<c P'Y S.r.+l�rN7 c
AS BENEFICIARY
Banking Asso 'a
B Y:
WACHOVIA BANK, NATIONAL ASSOCIATION, a National
on, S45�4sor by Merger to First Union National Bank
NAME: r', 4?%xt
TITLE: //</.jif.-
USER: cbeoch I: \dwg\A00088-1\
INAL AMP\FAI-?HASE1. dwg APRIL 12, 2004 2: 36 PAI
TRI,CT NO. 9535
CONSISTING OF SEVEN SHEETS
BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN
ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON
DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES
47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT
CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST
9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA
CLARA COUNTY RECORDS AND LYING IN THE
CITY OF CUPERTINO
COUNTY OF SANTA CLARA STATE OF CALIFORNIA
APRIL, 2004
k KIER & WRIGHT
w CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 22
Santa Clara, California 95054
SURVEYOR'S STATEMENT
This map was prepared by me or under my direction and is based upon a
field survey in conformance with the requirements of the Subdivision Map Act
and local ordinance at the request of CTC Funding LLC on April 12, 2004. 1
hereby state that this Final Map substantially conforms to the approved or
conditionally approved tentative map, if any; that the survey is true and
correct as shown; that all monuments are of the character and occupy the
positions indicated, or that they will be set in such positions on or before
April 12, 2005; that the monuments are, or will be, sufficient to enable the
survey to be retraced. �--�
Date 4- - / Z - O�-
S01lS REPORT
T. 01:
Ji y R. Vigil, L.S. 6256
R.
EXP. 06-30-06
r�q No 6 256
\ OF C kv�E
A soils report has been prepared for this site by Advance Soil Technology,
Inc., File No. 03171-S dated February 17, 2003.
CITY CLERK'S STATEMENT
I hereby state that this map, designated as Tract No. 9535, consisting of
seven sheets, was approved by the City Council of the City of Cupertino
at a meeting of said council held on the .,3rd day of
2004 and that said council did accept the dedication of al _ easements
offered for dedication as shown on said map within said subdivision by
Resolution No. 0 - OBE
Date May L41 ZOOH
Kim Marie Smith
City Clerk and Ex-Officio Clerk
of the City of Cupertino
CITY ENGINEER'S STATEMENT
I hereby
state that I have examined
the within Tract Map;
that the
subdivision
is substantially the same
as it appeared on he
tentative map
and any
approved alteration thereof
and that all provisions
of the
Subdivision Map Act and any local ordinances
applicable at
the time of
approval
of the tentative map have
been complied with and
I am satisfied
that said
map is technically correct.
Date 5 . 4 0 `'T
�OQROf ESS/�
INo. 2200-6
sf rv1
9\0 CA1,1E4���?
Ralph A. Qualls, Jr., R.C.E. No. 2 04
City Engineer
City of Cupertino, California
Registration Expires: 9-3n
PLANNING COMMISSION'S STATEMENT
This map is consistent with the Tentative Map approved by the Planning
Commission Resolution No. TM-2002-02 dated May 19, 2003. This
subdivision is subject to all the conditions inposed on it as a result of
the approval of application dated July 30, 2003.
40"
Steve Piasecki
Director of Planning
City of Cupertino
RECORDER'S STATEMENT
File this -_day of C�N/7.1 1�OD
Accepted for record and filed in Book 770 of Maps at Pages
Santa Clara County Records, this Of day of "A
2004, at / : 3& __PM. at the request of Kier and Wright,
Civil Engineers and Surveyors.
1
Brenda Davis, County Recorder
Santa Clara County, California
B y:
Deputy
029- 3 C/
A00088-1 SHEET 1 OF 7
79ao?-O36 ag
(BASIS OF BEARINGS)
-N 00'53'20" E-1140.69' -
1$7.96' '-7-
FOUND BRASS PIN
IN MON. BOX 0:
DE ANZA BOULEVARD
(FORMERLY SARATOGA-SUNNYVALE ROAD) SEE DETAIL "A"
THIS
SHEET
N 00'53'20" E C1 617.63
�
_
44 243.86' 310.49'
- -
L43 /
- - - - -
EASEMENT FOR COMMON ACCESS $ i°
(0944 O.R. 583) ,� •5L I
I I
L42
I
F UND
(NO. 4787889) i���
'S
10.00'
PG&E ESMT. LQ 1.P.,
- ;- - - - - - - - - - I I I I3273
(7559
O.T. 694)
5.00' PG&E ESMT. M
w (6192 O.R. 201) ,n 111 1 10.00'
�p
( oo
FOUND RR SPIKE
IN MON. BOX
I
co 'NLOT 4 (7191 O.R. 690) I+I SANITARY SEWER ESMT. o
N & P.U.E. (186 M 36) a o t o
0.929E ACRES00
(6192• R 201) 3I
°° 5.00' W.C.E.ul 2 0�
5.00, X 200' I I I (186 M 36) 117 w�
z IIII I1w (6525 OR 688) o ' i
zPG&E ESMT. o oIo(7216 O0)
Ld
col n ao V)
L, Z
M
>_ (0 �co
N 00'56'43"
E 248.20'
_
5.00' P.U.E.1
- - -
(186 M 36)
L45
PG&E ESMT.
I
(7216 O.R. 179) I
n I,-,
PG&E & PT&T ESMT.
I
(6525 O.R. 688) lto
LOT 5 I1111
3
1.431 f ACRESc6l I I
0
1
I
I I
�
c6
IIII
(
I
�--CENTER LINE OF
too
SANITARY SEWER ESMT. I I (I
(F902 O.R. 524)
I
z
0
IIIII
0
s �3,.20" III
I
z
w o
w
3fr
1
10.00' STORM DRAIN ESMT.
L2
(B053 O.R. 666)
9 m
I W-)
10' X 10' PG&E ESMT
I
L3
(7603 O.R. 191)
6192 O.R. 201
- - - -
S
0753'20" W�219.99'
�. 00 0o ¢ Go W v ,
V I� ��.
\ � \ 1.52'
SEE DETAIL "A" ~ '�
THIS SHEET S 00'53'20" W 305.04'
Ln
c�i� ^ w
_ r: w
30.00' VEHICULAR &
PEDESTRIAN ACCESS
P,kRCEL "'C" & UTILITY ESMT.
(385 M 47) I (9760 O.R. 599)
(0793 O.R. 170)
00
v' U o<QN(
o_ w I �
„ ^woz
(nU-o
LOT A - COMMON LOT & P.U.E I a
1.376E ACRES Q o �'
w N
aoo
N �
vv 10.00' S.D.E. & P.U.E.
Ui
i ,,oC LA zc .. t7\
LINE
TABLE: (CONT.)
LINE TABLE:
L35
S 89'03'01"
E 1.26'
L36
N 89'03'17"
W 10.51'
LINE
BEARING
DISTANCE
37
N 89'01'57"
W 8.09'
L38
N 00'56'43"
E 55.13'
C
L1
N 00'56'43"
E
24.'
L39
S 89'03'17"
E 15.35'
I
L2
N 89'06'40"
W
20.72'
L40
N 89'06'40"
W
L3
S 60'53'20"
W
10.15'
L41
S 89'03'35"
E
I Urn
L4
S 89'01'08"
E
19.58'
L42
S 00'53'20"
W
00
L5
S 89*03'17"
E
5.00'
L43
N 00'53'20"
E 30.00'
L6
S 00'56'43"
W
0.69'
L44
N 00'53'20"
E 31.76'
L7
S 89*03'17"
E
18.63'
L45
S 00'53'20"
W 69.99'
L8
N 89*03'13"
W
9.06'
L9
N 89*03'13"
W
2.50'
L10
S 00'56'59"
W
0.94'
CURVE
TABLE:
-
L11
S 00'56'59"
W
2.50'
L12
N 89,03,01"
W
4.50'
CURVE
RADIUS
DELTA
LENGTH
I3
L13
S 00'56'59"
W
3.75'
CID
o
L14
S 44'05'26"
E
6.68'
C1
22.50'
32*32'12"
12.78'
l o
L15
S 89'04'20"
E
6.75'
C2
22.50'
82'18'00"
32.32'
Q,
L16
N 45'55'52"
E
6.75'
C3
20.00'
90*12'37"
31.49
(a0I 11
L17
N 00'56'59"
E
6.75'
C4
20.00'
89'59'44"
31.41'
ZI
L18
N 44'03'01"
W
7.61'
C5
985.00'
3'36'27"
62.02'
L19
N 00'56'59"
E
21.94'
C6
985.00'
3'34'43"
61.52'
L20
N 00'56'59"
E
2.50'
C7
335.00'
13'34'21"
79.36'
L21
N 89'02'49"
W
2.50'
C8
365.00'
13'34'21"
86.46'
L22
N 00'56'59"
E
0.94'
L23
N 89'02'49"
W
9.06'
152'
L24
S 00'56'59"
W
15.01'
DE ANZJVD.
L25
N 89'03'01"
W
9.75'
L26
N 89'03'01"
W
3.08'
L27
N 00'56'59"
E
6.92'
LOL28
S 89'03'01"
E
13.75'
L29
S 00'56'59"
W
18.54'
LOT 7
L30
N 89'03'01"
W
13.75'
L31
S 89'03'0'
E
3.00'
L32
N 00'56'55
E
15.58'
DETAIL 'A'
L33
N 89'03'01"
W
3.00'
L34
S 00'56'59"
W
10.76'
N. T.S.
FOUND BRASS DISK
IN MON. BOX
I:\dwg\A00088-1\SURVEY\FINAL MAP\FM-PHASE1.dwg APRIL 12. 2004 2:10 PIA
TRACT NO. 9535
CONSISTING OF SEVEN SHEETS
BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN
ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON
DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES
47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT
CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST
9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA
CLARA COUNTY RECORDS AND LYING IN THE
CITY OF CUPERTINO
COUNTY OF SANTA CLARA STATE OF CALIFORNIA
APRIL, 2004
KIER & WRIGHT
CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 22
Santa Clara, California 95054
I I N - - - " Q 0 60 120 180
- - - - - o�
to
o 00 ;,� ' I t - - - - - - - - �- - - - - -
o cc-
o
5,�2 00
M I = Scale 1" = 60 ft
Cr I I „ 31
�u_j I = 0 ,
0 0
LOT 6 I I LOT 7 I I 0
5.476E ACRES I I 2.729E ACRES ( z cc
"' cO
w Ln
(-1 w �*
I�
5.00' U') LEGEND
CN ; N PG&E GAS LINE ESMT.
I" v 1 v (7278 O.R. 174) '
N � 00
w � � I
II
cD Ln cn -- DISTINCTIVE BORDER LINE
� I II i 1 10.00' PG&E ESMT. I I - - - ADJACENT LOT LINE
00 � (I 769 O.R. 645)
- - NEW LOT LINE
ff
L - - -- - - - - - - - - - EASLI RLINE
��� EASEMENT LlNt�
[- - - - - - - - r 1 �_,��; I_ _ _, _ .� I �FOUND STREET MONUMENT AS SHOWN
��N
OSET 3/4 IRON PIPE & PLUG, L.S. 6256
( I _5_3'34" E 243.74' _ • FOUND IRON PIPE OR CUT "X" AS SHOWI
o fn oo 1 (R) RADIAL BEARING
o III \ ` PGE E5M 99i 5.00' L38 I NOTES
LOT 3 \ \ Cp555QO.IR- N\OCID PG&E GAS LINE ESMT.
(7278 O.R. 174)
BELOW TOP OF 10 BE i I I 1. ALL DISTANCES ARE IN FEET AND DECIMALS
STRUCTURAL SLAB '
SEE SHEET 4, 5, 6 & 7
FOR LOTS 1, 2, 3 & A --3� I I � LOT A - COMMON LOT AND P. E.
w 2. THE AREA WITHIN THE DISTINCTIVE BORDER LINE
n ( _ IS 12.368t ACRES.
o
_ �) 3. THE DISTINCTIVE BORDER DENOTES THE BOUNDARY OF
0
10.00' LOT 2 I THE SUBDIVISION
cD
I 4. LOT 1 IS FOR CONDOMINIUM PURPOSES
I � I I I I
SANITARY SEWER ESMT. LOT 1 `n
(7003 O.R. 340) I I I ; ACRES \ \ FOR CONDOMINIUM PURPOSES
1 1 ABOVE TOP OF 0.292t ACRES 1 I BASIS OF BEARINGS
J III STRUCTURAL \ \ ABOVE TOP of
SLABSTRUCTURAL SLAB C
I 30' 30' )N THE CENTERLINE OF
�r THE BEARING OF NORTH 00'S3 20' EAST TAKEN
\ \ 3 ) DE ANZA BOU EV
_ _ L ARD (FORMERLY SARATOGA-SUNNYVALE ROAD) AS
308.26' - - -+% I SHOWN ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER
S o0'56'43" W 613.25' - - o I 27, 1976 IN BOOK 385 OF MAPS AT PAGES 47 & 48, SANTA CLARA
TORRE AVENUE FOUND x �w FOUND b C4 Ln
o COUNTY RECORDS WAS TAKEN AS THE BASIS FOR, ALL BEARINGS SHOWN
- - CUT "+" -' CUT "+" "' I HEREON.
_ _ Q Q - 50.00'
3,vz -
S 00'56'43" W 1141.49' w o o
' (A 0ww w o FOUND BRASS ISK
- - _ IN MON. BOX
o�=
t _ _ - _. _ - _ _ w _ _ _ ._ ___. I A00088-1 SHEET 3 OF 7
1799c2636
I I I I
I 10.00' PG&E ESMT.
o ^ I I (1 769 O.R. 645) LOT 7
�� o I I 2.729- ACRES
o) to
- -t +' 5.00'
PG&E GAS LINE ESMT.
(7278 O.R. 174)
co
N 00'53'34" E 243.74'
Ld--
I3I i \ t \
.d - _ J L38
LOT A COMMON LOT & P.U.E.
o
ZO I I raj \ \ pG�E ER g9i
LOT 6 0 l I I O1I \ \ `p5550Ui�CUA10E0 �
5.5321 ACRES (2�'
O
0
N 00'56'39" E 230.01'
< i 0 '� \ - -
30.00' VEHICULAR & f" °DI �' w
PEDESTRIAN AccEss I O I zl LOT 3 LOT A - COMMON LOT & P.U.E.
& UTILITY ESMT. I I I BELOW TOP OF BELOW TOP OF
(9760 O.R. 599) I I STRUCTURAL SLAB \ ABOVE TOP OF STRUCTURAL SLAB STRUCTURAL SLAB �'�
(0793 O.R. 170)
rn�
I \ \ 0
S 00'58'03" W 60.74' L13_ ,
N 00'57'35" E L4
o a�I-38.22 - 24.12' -
M I 04 JI \ \ IJ JI JI
0)I
II "' I I J I N 00'56'43" E 52.70' �' w
10.00' of of w I 3 L151 N 00'56'43" E o -'
57.98' I"
SANITARY SEWER ESMT, ( I I L19 'In\ \ I ro
(7003 O.R. 340) o i o
p a' LOT 4 LOT 3 1 °'
o� LOT 2 2 \ w, u? 00 C I
w' Io0 ABOVE TOP c° ABOVE TOP OF STRUCTURAL SLAB BELOW TOP OF ^ cn
Z \ - - FOR CONDOMINIUM PURPOSES STRUCTURAL SLAB
N OF STRUCTURAL SLAB
po I 0.135t ACRES
3;a' i 0.292f ACRES O.FQ2t ACRES ,Mo
�' I I EL17 LOT 3 `° \ \ _ N
w' ( I ( I _ SLOW TOP OF 0 \
STRUCTURAL SLAB \ L3 I
o I _ _ ' _ _ S 00'56'43" W 212_61' J L3 j
co I- L- - N 00S643_ E 69.15' S 00'56'43" W 157.10' 1 Ll / O
rx
N _ _ _,o�,'-LOT A - COMMON JLOT1& P.U.E _ _ 2' - 32 12'
S 00'56'43" W 304.99' o - - �� 5� o
FOUND Q Iw FOUND
CUT "+" TORRE AVENUE w O o o CUT +" o
Q� rM
w
- 50.00,
� _t
r� - - - -
w
FOUND BRASS DISK
o IN MON. BOX
r�
USER:cbeach I:\dwg\A00088-1\SURVEY\FINAL MAP\FM-PHASEI.dwg APRIL 12, 2004 2:12 PM
30'
r-
TRACT NO. 9535
CONSISTING OF SEVEN SHEETS
BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN
ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON
DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES
47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT
CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST
9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA
CLARA COUNTY RECORDS AND LYING IN THE
CITY OF CUPERTINO
COUNTY OF SANTA CLARA STATE OF CALIFORNIA
APRIL, 2004
k KIER & WRIGHT
CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 22
Santa Clara, California 95054
I x-
0
= F
p 77/0
0 30 60 90
Scale 1" = 30 ft rJ7
DISTINCTIVE BORDER LINE
ADJACENT LOT LINE
NEW LOT LINE
CENTERLINE
EASEMENT LINE
FOUND STREET MONUMENT AS SHOWN
SET 3/4" IRON PIPE & PLUG, L.S. 6256
FOUND IRnN PIPE OR CUT "X" AS SHOWN
RADIAL BEARING
LINE TABLE:
LINE
BEARING
DISTANCE
L1
S
89'03'30"
E
5.80'
L2
N
89*03'17"
W
14.90'
L3
S
00'56'43"
W
23.01'
L4
N
00'56'43"
E
24.83'
L5
N
00'56'59"
E
29.84'
L6
S
89'03'01"
E
29.53'
L7
S
45'30'49"
W
11.44'
L8
N
43'54'46"
W
18.39'
L9
N
89'03'10"
W
10.60'
L10
S
89*03'17"
E
7.50'
L11
N
89*03'17"
W
17.00'
L12
S
89'03'17"
E
17.00'
L13
N
00'56'43"
E
31.20'
L14
N
89*11'45"
W
17.04'
L15
S
00'56'43"
W
8.35'
L16
S
89*03'17"
E
26.17'
L17
N
00'56'43"
E
9.00,
L18
S
89'00'46"
E
29.28'
L19
S
00'56'43"
W
8.98'
L20
S
89'01'57"
E
27.58'
L21
S
00'56'43"
W
4.10'
CURVE TABLE:
CURVE RADIUS DELTA LENGTH
C1 33.33' 73'56*14" 43.01'
A00088-1 SHEET 4 OF 7
/ -79aa0--3G
" W _ _ 3 N 00'56' 43" E
r co L25
00'56'59" W o 5.95
30.38'
J L6 co
Z J J
L5 /�17 16.78' o L25 -
N 00*56159" E L8 L20 00�
LOT 2
rn
ABOVE TOP OF
00
STRUCTURAL SLAB
00
Z
vNi
S 00'56'59" W
22.49' L16� �
w
17
=
0
L18
J
5
O
-L -
00
I
V)
-I L2
��Ll
- - 18.19' - , - -
SS 229.17
S 00'5E
20.58 M
w J
�n
P: o�
00
U
Sri
w
0
P
00
U)
O L9
J
L13
3
N 00'56'59" E 42.01'
N 00'56'59" E 76.09'
L28----Ja' - -
J J
LOT 1
ABOVE TOP OF
STR(W TURAL SLAB
N 00*56*44" E 155.29'
DIMENSION DETAIL
PODIUM SLAB
SCALE: 1 "=20'
B
6
LOT A - COMMON LOT & P.U.E.
- -� HPSS 229.06 226.89
LPSS 228.54
HPSS 229.17
SS 228.87 LPSS 1228.84
LOT A - COMMON LOT & P.U.E."
- - LdT 3 ABOVE_ TOP OF
B -LOW (TOP OF ( STRUCTURAL SLAB
ST UCT�JRAL SLAB HPSS 228.89
LOT A - COMMON HPSS 1229.17 LPSS 228.53 HPSS 22I 02 HPSS 226.45 HPSS 225.39
HPSS 228.7 LOT & P.U.E. �/ LPSS 228.84 /LPSS 228.47 HPSS 228.2 LPSS 227.69 LPSS 226.12 LPSS 2._5.06� _
LPSS 228.32 LPS 226.75 HPSS 229.45
229.17 ai LPSS 228.89 HPSS 228.87 /� LPSS 225.45
LP_, > I LPSS 228.54 6.0 00 4.2' 1I
SEE THIS SHEET FOR I PODIUM SLAB DETAIL HPSS V.5 ' HPSS 228.87 HPSS 228.87 HPSS 229.5 � HPSS 227.3 HPSS 226.24 LPSS 221
LPSS 228.54 r LPSS 22 8.54 LPSS 226.97 LPSS 225.91
PSS 22 .9 HPSS 229 17 HP�', ; 229.1 7 HPSS ?2& 7' HPSS 229.015 HPSS 2 '9.015
LPSS 229.05 LPSS 22R �� LPSS 226.3
L31 S 00'56'59" W 33.47'
L30
3
L
CV
i
1o'
z
3
i�
ff)l
o,
MI
OD.
..
LINE TABLE:
LINE BEARING DISTANCE
L1
S
89*03'17"
E
5.00,
L18
N 00'56'59"
E
0.94'
L2
S
00'56'43"
W
1.81,
L19
N 89'02'49"
W
9.06'
L3
S
89'03'17"
E
18.63'
L20
S 00'56'59"
W
15.01'
L4
N
89*03'13"
W
9.06'
L21
N 89'03'01"
W
9.75'
L5
N
89*03'13"
W
2.50'
L22
N 89'03'01"
W
3.08'
L6
S
00'56'59"
W
0.94'
L23
N 00'56'59"
E
6.92'
L7
S
00'56'59"
W
2.50'
L24
S 89'03'01"
E
13.75'
L8
N
89'03'01"
W
4.50'
L25
S 00'56'59"
W
18.54'
L9
S
00'56'59"
W
3.75'
L26
N 89'03'01"
W
13.75'
L10
S
44'05'26"
E
6.68'
L27
S 89'03'01"
E
3. 00'
L11
S
89'04'20"
E
6.75'
L28
N 00'56'59"
E
15.58'
L12
N
45'55'52"
E
6.75'
L29
N 89'03'01"
W
3.00'
L13
N
00'56'59"
E
6.75'
L30
S 00'56'59"
W
10.76'
L14
N
44'03'01"
W
7.61'
L31
S 89'03'01"
E
1.26'
L15
N
00'56'59"
E
21.94'
L32
N 89'03'17"
W
10.51'
L16
N
00'56'59"
E
2.50'
L33
N 89*01'57"
W
8.09,
L17
N
89'02'49"
W
2.50'
PODIUM SLAB 23.01'
N 00'57'39" E�
N
PROPERTY LINE LOT 1
0
W
D
Z
� W
7 >
Q
W
SS �24.32 �
LOT A Cr.
COMMON
O
' LOT & P.U.E. LY
HPSS 2 24.65
LPSS 214.31)
_
,HPSS 229.45
LPSS 224.32
3.97
15.9 --- F.
D 7 �! � -- LF:,��s 229. 5 �
S 2 5 . LP.� �� LPSS 229.117 LPSS 229.17 LPSS 229.17��
LPSS 229.17 LPS 2 9.1 7--- >=jrQT2 ---- ---- -----) ---- -
I--
ABOVE TOP OF P 228.96 LOT 3 = ---,
STRUCTURAL SLAB - _- -- LOT 1 BELOW TtF
SS 228.87-,, LP 2 9.17 ��-- - HPSS 22 .96 i� ABOVE TOP OF
STRUCTUF�AL SLAH
j� S�RUCTURAL SLAB
HPSS 221.5 _< SEE THIS SHEET HPSS 229.5
- 6
SS 229.0 PODIUM SLAB DETAIL
i t_PS 229.17 LPSS 229.1
LOT A - COMMON ' LP S 22 .17
Ss 128,89
LOT & P.U.E. -- -- -- -- -- -- --
SS 229.03
HPSS 229.5 F1PS`� a HPSS 229.5
LOT A - COMMON LOT & I P.U.E. TORRE AVENUE
A B
6 6
ELEVATION DETAIL
SCALE: 1 "= 20'
i
LOT A - COMMON
LOT & P.U.E.
vf�
TRACT NO. 9535
CONSISTING OF SEVEN SHEETS
BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN
ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON
DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES
47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT
CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST
9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA
CLARA COUNTY RECORDS AND LYING IN THE
CITY OF CUPERTINO
COUNTY OF SANTA CLARA STATE OF CALIFORNIA
APRIL, 2004
k KIER & WRIGHT
W CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 22
Santa Clara, California 95054
LEGEND
O
O
•
(R)
SS
HPSS
LPSS
NOTES
DISTINCTIVE BORDER LINE
NEW LOT LINE
LINE OF CHANGE IN SLOPE OF SLAB OR
EDGE OF PODIUM SLAB
FOUND STREET MONUMENT AS SHOWN
SET 3/4" IRON PIPE & PLUG, L.S. 6256
FOUND IRON PIPE OR CUT "X" AS SHOWN
RADIAI BLARING
TOP OF STRUCTURAL SLAB ELEVATION
HIGH POINT STRUCTURAL SLAB AT A STEP
LOW POINT STRUCTURAL SLAB AT A STEP
The elevations for the structural slab shown hereon are nominal in
nature. Therefore the top of the constructed structural slab,
whether in its original state or reconstructed in accordance with
the original plans thereof shall be conclusively presumed to be the
true property line.
•
Benchmark #5: Concrete nail in top of curb on the northeast
return of Steven's Creek at intersection with Randy Lane,
Elevation 207.92. City of Cupertino benchmark.
Datum based on NGVD 1929.
A00088-1 SHEET 5 OF 7
i�Baa�3�
230
228
h
rn
N
226
W
W
LOT A - COMMON LOT � BUILDING
_ & P.U.E.
TOP OF
STRUCTURAL SLAB
r
LOT 3
O CBELOW TOP OF
STRUCTURAL SLAB
�V N
w W
N
O
N
p
N O
LOT 2
ABOVE TOP OF
TOP OF STRUCTURAL SLAB
STRUCTURAL SLAB BUILDING
(TYP.)
TOP OF
STRUCTURAL,
SLAB
LOT 3
BELOW TOP OF
STRUCTURAL SLAB -
^
O
LO
•
rn
N
of
�i
LQ
W
W
W
W
SECTION Aq
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1 "=10'
LOT 1
ABOVE TOP OF
STRUCTURAL SLAB
230 - LOT- A - COMMON LOT TOP OF
--_-__-STRUCTURAL SLAB-
- & P.U.E.
TOP OF
STRUCTURAL SLAB
22 _
rn
LOT 3 e.
226 .BELOW TOP_ OF N N qi
( STRUCTURAL SLAB
LQ
w W W W
� W W
BUILDING j
BUILDING ,
STRUCTURAL SLAB
LOT 3
BELOW TOP OF
STRUCTURAL SLAB ----.-- -_
___--
o
N
N h
W
W
J
SECTION BB
VERTICAL SCALE: 1"=2'
HORIZONTAL SCALE: 1"=10
H
W
D
z
W
Q
w
cc
cc
O
TRACT N0. 9535
CONSISTING OF SEVEN SHEETS
BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN
ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON
DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES
47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT
CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST
9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA
CLARA COUNTY RECORDS AND LYING IN THE
CITY OF CUPERTINO
COUNTY OF SANTA CLARA STATE OF CALIFORNIA
APRIL, 2004
kb4KIER & WRIGHT
CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 2?
Santa Clara, California 95054
c
/7gaao36
A00088-1 SHEET 6 OF 7
2.30
228
LOT A COMMON LOT--
& P.U.E.
226
224 TOP T
STRUCTURAL SLAB
LOT 3
1,l L ,N E. nA
C-
AB �
W
W 4
4
LOT 2
ABOVE TOP
STRUCTURAL
232
1
1�
W
0
I
230
228
N1
N 1
d '
LOT 1
ABOVE TOP nF
STRUCTURAL SLAB
BUILDING
Top OF
STRUCTURAL SLAB
LOT 3
BELC)W h-4, (if
CSTRUCTUPAI AB
SECTION CC
VERTICAL SCALE: 1"=2'
HORIZONTAL SCALE: 1"=10'
BOIL DING
LOT 2 LOT 1
ABOVE TOP C,F ABOVE TOP OF
STRUCTURAL SLAB 2 STRUCTURAL SLAB
~ I
W 1
a BUILDINGBUILDING
i
-- - roP -- of -- --
TOP OF - - - _ .
. _.. -....
STRUCTURAL SLAB . _
STRUCTURAL SLAB....
------LOT 3--LOT 3 -- _
- ----
- - - -
BELOW TOP OF BELOW TOP OF
rSTRUCTURAL SLAB STRUCTURAL SLAB
o
v �('A
41
J
W ti
SECTION DD
VERTICAL SCALE: 1 "=2'
HORIZONTAL SCALE: 1"=10'
TRACT NO. 9535
CONSISTING OF SEVEN SHEETS
BEING A SUBDIVISION OF PARCEL A, B & D AS SHOWN
ON THAT CERTAIN PARCEL MAP FILED FOR RECORD ON
DECEMBER 27, 1976 IN BOOK 385 OF MAPS AT PAGES
47 & 48 AND ALSO PARCEL 2 AS SHOWN ON THAT
CERTAIN PARCEL MAP FILED FOR RECORD ON AUGUST
w 9, 1974 IN BOOK 344 OF MAPS AT PAGE 11, SANTA
D CLARA COUNTY RECORDS AND LYING IN THE
z CITY OF CUPERTINO
w
> COUNTY OF SANTA CLARA STATE OF CALIFORNIA
Uj APRIL, 2004
k KIER & WRIGHT
O w CIVIL ENGINEERS & SURVEYORS, INC.
r 3350 Scott Boulevard, Building 22
Santa Clara, California 95054
F-
O
J
z
O
LOT 1
Uj
ABOVE TOP OF
C2
L
STRUCTURAL SLAB �"
1
Od
L 1
BUILDING ce-
LQ
O
o
LOT 3
BELC!W TOP OF - -
�StP,UCTURAL SL ,R
C)i 1
N N i
I4J W
f7gzao�6
A00088--1 SHEET 7 OF 7