7556OWNER'S CERTIFICATE
THE UNDERSIGNED, HEREAFTER REFERRED AS "OWNERS" DO HEREBY T R A C T
CERTIFY THAT THEY ARE THE OWNERS OF ALLL THE LANDS DELINEATED AND
EMBRACED WITHIN THE HEAVY BROKEN LINE UPON THE HEREIN EMBODIED
FINAL A "TRACT COUNTY CALIFOR IA,"CONSIST CONSISTING OF 6 ISHEETS, CTH THIS CLARA CERTIFICATEB ING CITY OF CUPERTINO
UPON SHEET ONE THEREOF; THAT SAID OWNERS HAVE CAUSED SAID MAP TO
BE PREPARED FOR RECORD AND CONSENTS TO THE PREPARATION AND
RECORDATION OF SAID MAP; THAT SAID MAP PARTICULARLY SETS FORTH AND
DESCRIBES THE PARCELS OF GROUND RESERVED FOR PUBLIC PURPOSES BY
7556
SANTA CLARA COUNTY
CONSISTING OF 6 SHEETS
THEIR BOUNDARIES, COURSES AND EXTENT. C RE E GA N 8e. 13 "A N G E L O
THE UNDERSIGNED OWNERS DO HEREBY DEDICATE TO THE PUBLIC FOREVER,
THOSE STRIPS OF LAND DESIGNATED HEREIN AS "TORRE AVENUE" AS EMBRACED
WITHIN THE BOUNDARY OF THE HEREIN EMBODIED MAP FOR THE PURPOSES
OF PUBLIC HIGHWAYS.
AND THE UNDERSIGNED DO HEREBY DECLARE THAT ALL OF THE STREETS
SHOWN ON SAID MAP AS PRIVATE STREET ARE PRIVATE AND ARE
NOT OFFERED FOR DEDICATION FOR PUBLIC USE.
AND, THE SAID OWNERS DO HEREBY DEDICATE TO THE PUBLIC FOREVER THE
RIGHT TO CONSTRUCT PUBLIC SIDEWALKS AND THE RIGHT OF PEDESTRIAN
ACCESS OVER, UPON AND ACROSS THOSE STRIPS OR PARCELS OF LAND
DESIGNATED AS "P.E." (OR PEDESTRIAN EASEMENT).
AND THE UNDERSIGNED DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, A
RIGHT-OF-WAY AND EASEMENT FOR INGRESS AND EGRESS OF EMERGENCY
VEHICLES OVER, UPON AND ACROSS THOSE CERTAIN STRIPS OF LAND
DESIGNATED AS: "E.V.A.E." (OR EMERGENCY VEHICLE ACCESS EASEMENT) AS
DELINEATED ON THIS MAP.
AND THE UNDERSIGNED DOES HEREBY DEDICATE TO THE PUBLIC FOREVER,
EASEMENTS WITH THE RIGHT OF INGRESS AND EGRESS FOR THE CONSTRUCTION
AND MAINTENANCE OF APPLICABLE STRUCTURES AND APPURTENANCES UNDERxAND
UPON ANY AREA OR STRIP OF LAND DESIGNATED AS: "P.U.E." (OR
PUBLIC UTILITY EASEMENT) IN LOTS 23 AND 48, "W.L.E." (OR WATERLINE
EASEMENT) IN LOT 48 AND DESIGNATED PORTION OF LOT 23, AND "S.S.E." (OR
SANITARY SEWER EASEMENT) WITHIN THE PRIVATE STREETS AS DELINEATED
AND DESIGNATED WITHIN THE HEAVY BROKEN LINES OF THIS MAP; SAID AREAS
OR STRIPS OF LAND TO BE KEPT OPEN AND FREE FROM BUILDINGS AND
STRUCTURES OF ANY KIND EXCEPT APPLICABLE UTILITY STRUCTURES AND
APPURTENANCES, IRRIGATION SYSTEMS AND APPURTENANCES AND LAWFUL
FENCES.
IN WITNESS WHEREOF, THE UNDERSIGNED HAVE CAUSED THIS CERTIFICATION
AND THESE DEDICATIONS TO BE EXECUTED THIS /S¢h DAY OF
AS OWNERS:
PINN BROTHER RUCTION, INCORPORATED
PRESIDENT
TRUSTEE'S CERTIFICATE
FIRST COMMERCIAL BANK, A CALIFORNIA CORPORATION, TRUSTEE. UNDER
DEED OF TRUST RECORDED DECEMBER 21, 1983 IN BOOK I167 AT PAGE 540,
OFFICIAL RECORDS OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, DOES
HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF SAID TRACT
AND JOINS IN ALL DEDICATIONS THEREOF.
BANK, A CALIFORNIA CORPORATION,
BUILDING ENCROACHMENT
BUILDINGS IN LOTS 1 THROUGH 22 AND LOTS 24 THROUGH 47 ARE PERMITTED
AIRSPACE ENCROACHMENT INTO LOTS 23 AND 48 AND ALSO INTO THE PRIVATE
STREET AREAS.
SOILS REPORT
A FOUNDATION INVESTIGATION WAS PREPARED FOR TRACT 7556, 46-UNIT
APARTMENT DEVELOPMENT, CUPERTINO, CALIFORNIA, BY ENGEOTECH, INC.,
SOIL AND GEOLOGIC ENGINEERS, FILE NO. ET3-0267-Si, OCTOBER 21, 1983
UNDER THE SIGNATURE OF MUHAMMED HUSSAIN, PROJECT ENGINEER.
JOB NO. 383064-C JWT/SKY
CONSULTING ENGINEERS
FREMONT,CAIIFORNM
DECEMBER,1983
CALIFORNIA
CITY CLERK'S CERTIFICATE
10
`;tt ITY CLERK AND CLERK OF THE COUNCIL OF THE CITY
OF CUPERTINO, COU14TY OF SANTA CLARA, STATE OF CALIFORNIA, DO HEREBY
CERTIFY THAT THE HEREIN EMBODIED FINAL MAP ENTITLED "TRACT 7556, CITY
OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA," CONSISTING OF
S r SHEETS, THIS CERTIFICATE BEING UPON SHEET 1 THEREOF,
WAS PRESENTED TO SAID COUNCIL PROVIDED BY LAW, AT A REGULAR
MEETING THEREOF HELD ON THE ���rt�Y OF F 1 AND THAT
SAID COUNCIL DID THEREUPON APPROVE SAID MAP AND O-I - BERA_LF OF THE
PUBLIC DID ACCEPT ALL PARCELS OF LAND AS OFFERED FOR DEDICATION IN
CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION.
FITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND THIS DAY OF
D CLERK OF THE
COUNCIL, OF HE CITY OF CUPERTINO,
COUNTY OF SANTA CLARA, STATE OF
CALIFORNIA
ACKNOWLEDGEMENT- OWNER Xs OFFICIAL SEAL
CHARLES W. SCiMMAR"O
STATE OF CALIFORNIA ) �ad ,vP' NOTARY PUBLIC CAUFMMA
) SS. `.� x SANTA CLA A COU!d'il`
COUNTY OF $//NTR Clge,4 ) My Commission Expires ]an 9,198, ,
ON fi�6 1619#9�- , BEFORE ME, THE UNDERSIGLj ED, A NOTARY PUBLIC
IN AND FOR SAID STATE, PERSONALLY APPEARED f114,y k
PERSONALLY KNOWN TO ME Oft-PRe"D
TOME- AI3H E) TO BE THE PERSONS WHO
EXECUTED THE WITHIN INSTRUMENT AS C oR o c4r1l PRESIDENT
ANDS ^ SECRETARY, ON BEHALF
ACKNOWLEDGED TO ME THAT SUCH CORPORATION
EXECUTED THE WITHIN INSTRUMENT PURSUANT TO W .;
ITS BY-LAWS OR A RESOLUTION OF ITS BOARD OFir-
DIRECTORS. a e..ar. ...
WITNESS MY HAN=�, FI�I/AL AL �.SIGNATUREW•�J���^
ACKNOWLEDGEMENT - TRUSTEE 1"�citicx�cwcc ;
OFFSCIAL SEAL
,.. CHARLES 1N. 80MMARITO
STATE OF CALIFORNIA ) NOTARY PUsuc- CAUFORN;A
SANTA CLARA COUNTY ---
SS. MY sai0" bZpires Jan. 9, M7
COUNTY OF�Avt
ON 2- iS-$y BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC
IN AND OR SAD STATE, PERSONALLY APPEARED 6AR A4. Z-_c4Z(2_
PEeC^.�NAbYNuw _TG- E OR PROVED
TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSONS WHO
EXECUTED THE WITHIN INSTRUMENT AS % Vl�E- PRESIDENT
AND SECRETARY, ON B HALF F _
THE CORPORATION THEREIN NAMED, AND
ACKNOWLEDGED TO ME THAT SUCH CORPORATION
EXECUTED THE WITHIN INSTRUMENT PURSUANT TO F' f
ITS BY-LAWS OR A RESOLUTION OF ITS BOARD OFdtvl
DIRECTORS. `'•7
WITNESS MY HAND O FICIAL��
SIGNATURE
THIS MAP IS CONSISTENT WITH THE TENTATIVE MAP APPROVED BY THE PLANNING
COMMISSION, RESOLUTION NO.2451 , DATED Qc-T- IQ (9R3
BY: SECRETARY OF PLANNING COMMISSION
s -
AMES H. ISK
ENGINEER'S CERTIFICATE
I, THE UNDERSIGNED, R0409 D. AIG00,Q , DO HEREBY CERTIFY THAT I AM THE
REGISTERED CIVIL ENGINEER RESPONSIBLE FOR THE SURVEY FROM WHICH THE
HEREIN EMBODIED FINAL MAP ENTITLED, "TRACT 7556, CITY OF CUPERTINO,
SANTA CLARA COUNTY, CALIFORNIA" CONSISTING OF SIX (6) SHEETS, THIS
CERTIFICATE BEING UPON SHEET 1 THEREOF, HAS BEEN PREPARED AND THAT
I AM RESPONSIBLE FOR SAID FINAL MAP; THAT THE DATE OF SAID SURVEY
WAS MARCH, 1981 AND THAT SAID SURVEY IS TRUE AND COMPLETE AS SHOWN,
THAT THE MONUMENTS ARE OF SUCH CHARACTER AND OCCUPY THE POSITIONS
INDICATED ON THIS MAP OR WILL BE SET IN SUCH POSITIONS IN ACCORDANCE
WITH SATISFACTORY ASSURANCE GIVEN BY THE SUBDIVISION ON OR BEFORE
JANUARY, 1985, AND THAT SAID MONUMENTS WILL BE SUFFICIENT TO ENABLE
THE SURVEY TO BE RETRACED.
SIGNED THIS /5 — nAY ()F x^i rzn,.no✓ io9d
CITY ENGINEER'S CERTIFICATE
1, BERT J. VISKOVICH, CITY ENGINEER OF THE CITY OF CUPERTINO, COUNTY
OF SANTA CLARA, STATE OF CALIFORNIA, DO HEREBY CERTIFY THAT I HAVE
EXAMINED THE HEREIN EMBODIED FINAL MAP ENTITLED "TRACT 7556, CITY OF
CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA," CONSISTING OF SIX (6)
SHEETS, THIS CERTIFICATE BEING UPON SHEET 1 THEREOF, AND THAT THE
SUBDIVISION AS SHOWN UPON SAID MAP IS SUBSTANTIALLY THE SAME AS SAID
SUBDIVISION APPEARED ON THE TENTATIVE MAP AND ANY APPROVED
ALTERATION THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT
OF THE STATE OF CALIFORNIA AND AMENDMENTS THERETO AND OF ANY
LOCAL ORDINANCE APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE
MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT SAID MAP
IS TECHNICALLY CORRECT.
IN WITN SS WHEREOF,19 HAVE HEREUNTO ET MY HAND T�IS PDAY OF
-
THE CITYA F CUPERTINO, SANTA CLARA
COUNTY, CALIFORNIA
RECORDER'S CERTIFICATE
FILE NO. %q (39gZ FEE f j,.OD PAID
FILED THIS Zq-tgDAY OF EFRTZUAlP_Y 1A4 AT 311-0 M.
IN BOOK r; 115 OF MAPS, AT PAGE4> AT THE REQUEST OF
BY PG,... z
DEPUTY
DESCRIPTION
LOT 8, AS SHOWN ON THAT CERTAIN MAP ENTITLED "TRACT NO. 3743,
CUPERTINO TOWN CENTER", RECORDED OCTOBER 16, 1964 IN BOOK 186 OF
MAPS AT PAGES 36 AND 37 RECORDS OF SANTA CLARA COUNTY, STATE OF
CALIFORNIA.
T R m 7556
SHEET 1 OF 6 SHEETS
t
525
�g4-o
3
�3
l
BASIS OF BEARINGS
The bearing N.0R56' 25"E. of the centerline of Torre Avenue
as shown on that map entitled "Tract No. 3743, Cupertino
Town Center" recorded October 16,1964 in Book 186 of Maps
at Pages 36 and 37, Records of Santa Clara County,
California, was taken as the Basis of Bearings for this
map.
LEGEND AND NOTES
O
0
S.S.E.
WL.E.
E•V.A.E.
PE.
PU.E.
O
Boundary Line
Lot Line
Centerline
Easement or Private Street Line
Found Standard City Monument
3/4" iron Pipe to be Set
Sanitary Sewer Easement
Water Line Easement
Emergency Vehicle Access Easement
Pedestrian Easement
Public Utility Easement
Set Standard City Monument -
All distances are in feet and decimals thereof.
SCALE: 1"=40'
0 40
0 20 40
VICINITY MAP
TRACT 7556
CITY OF CUPERTINO • SANTA CLARA COUNTY
CONSISTING OF 6 SHEETS
CREEGAN &. D'ANGMI 0
CONSULTING ENGINEERS
FREMONT C WORNM
DECEMBER,1983
:..
(17.42
_
�f-
N 89°03'20"W
""
416.00 ....'.Found 314"
Iron Pipe
12.58
18.58
T
-1137.43
f
......
_� 259.t-
s
�.
r
N89°03'20"W
61.49
«�
I •.
-i
o
47
W
Q
33
co m
coo$
a o 23
0
zo I
48
1
tJ
r —
I
1
2
:nm
U)� P.U.E.
m�
W. 0. E. 8
31
30
Q .+.
.......,..
•.:
..........
(
0
46
0
z P.U.E.
32
1
a�r
-
z
-�
z,��0 h
°.2"
Ir
0
_
I
---
`-------�
I N894800 2'W
g
PRIVATE
--------
0
PARKING
IPRIVATE
I SHEET 3
c, rj
E.vA.E. & S. s `
rRF
A
I EASEMENT
-------,
— — �..
, — --•-,•SF SHEET 5
h I to BK I167 PG. 530 ( o FT
III c 11 BK H 293 PG. 70.3 m `4
00 W 00 I :a I 4 3 i WNas°o3'2o°w a.00 i 34 135 W.L.E P�E.
m 8 N n )W s o! 45 I t
m z er
W �..:
I i 36
PRIVATE STREET
E.V.A.E. �'i^' 2T3 F�?� -----� 37
1 PU[ E. Qs° N89°03' 0° 43 42
6 5 I ( 8 41 40
_18 17 o m 12 .w 39 .38
l W il �--__—� z 39.00
oI �
tY of i '-------
W ~ z 8 ;SHEET 4 16
�$ PRIVATE STREET
ag — --------� I 1rJ I;......:...w.L.E.,EVA.E.&S.S.E.....
c i� 1 ------- J--------y
,pN �-------
ol i 9 10
Z 1 11 12 13 14 19 20 21 22
30' 30'
W
w
a
N w '1
I �)
ui
( C ; I 27
W
a
(SHEET 6
26
24 25
m
PZ. E.t�1'14 300 NI
R-20.00 ': e N 89°03�•0 W �a16°30 50" L•173. 5 �m
R-89°59'45": 228.79 R-395.00 �Ag
I '31.47 b— — —
m IRODRIGUES AVENUE ° 1,-722a9
N89003'20"IN 8.78 R-425.00 n,16.3050
27
m
�0
N
N
w
10
0
1z
• CALIFORNIA
T R . 7556
SHEET 2 OF 6 SHEETS
yi
JOB NO.383064-C JWT/SKY
,3�19
W&41`
ff
BASIS OF BEARINGS
The bearing N.0°56'25"E. of the centerline of Torre Avenue
as shown on that map entitled "Tract No. 3743, Cupertino
Town Center" recorded October 16,1964 in Book 186 of Maps
at Pages 36 and 37, Records of Santa Clara County,
California, was taken as the Basis of Bearings ibr this
map.
LEGEND AND NOTES
Boundary Line
Lot Line
SCALE: 1" s20' - -� Centerline
0 20 - - - - - - Easement or Private Street Line
VICINITY MAP 1
0 O Found Standard City Monument
0 314" Iron Pipe to be Set
S.S.E. Sanitary Sewer Easement
W.L.E. Water Line Easement
E.V.A.E. Emergency Vehicle Access Easement
PU.E. Public Utility Easement
Set Standard City Monument
�a� All distances are in feet and decimals thereof
30'
NO.383064-C JWT
r 1742
"
J
Q�
"
lY
I �I
CO
6
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Cn Q
IP
W
Q
w
�IN
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cc
m �
Z 0
I
30'
io
.43
03' 20"
W
/--
75/--w
T77 -1
`T
I
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I
r T73
0
z
...�
10.50
0 ti h Io �T6 N89'03'2i I
NI m v 0 21.00
59.50
-1
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- TQ-1 -
0 o
0
0
0
o
v
Io
m
m
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w
m
w
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w
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PRIVATE PARKING
vI
I� :.•• L.IMiTS OFS.S.E:=;'
~)
to
Z
EASEMENT
io
BK.I167 PG. 530
0
�o ----� --�04
o
2I3
BK. H 293 PG.
Z�
z 38.00 .1
P U.E.
b:.
21.00
21.00
CT13 N89' 03' 20
W 42.00
\.A
I'a
o
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o
m
v w
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Q
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iD
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$ Z
/
o �
c
Z
0
R-2.50. "?
tiJ4
Z 10.50
21.00 ��0
wo
A-90'00'00"?�
:T68
N89'03'20"W
31.50
0
/
�z
L-3.93 -�'
T70
T32
1
!- T71
--- -^j
4 O6'45"
N69'03'20'W 31.00-~
:n
N,W(9'03'20'N 36.19 LIMIT: f)F• G7'Dk. 44.00
\� SEE DETAIL A : • '*S.S.E:: '+a ` '
o'. 'R-2.50
w ' STREET
o.....
: • ' c . --t A-109.27'47"
�.�.......................... .• PRIVATE ;' g L-4.77' " S.S.E.
IN E.V.A•E. Q S (o &. .g4°0645
A2 Tss
�t85�L"8
j T64 N89'03_20'W 33_00 \ T651 z pa>'P• �R 20.
T20�0 a T15 -coo
- �i'c9 �\
719 11 .50 10.50 ^, T
m T21--- :T23
o,, T18-
TRACT 7556
CITY OF CUPERTINO • SANTA CLARA COUNTY • CALIFORNIA
CONSISTING OF 6 SHEETS
CREEGAW 8c" Z)'ANGELO
CONSULTING ENGINEERS
FREMONT CALIFORNIA
DECEMBER,1983
�• 39 00 �• 220.99
FND. 3 4" f
U) IRON IPE
47 T
ID
0
O N 48
O
" w W.L.E.
N89'03'20"W 36.00
PLI.E. o
T52
03
23
P. UE.
N89'03'20'W 40.00 - T63
PRIVATE STREET
E.V.A.E. &. asz,
__ _N89'03'20'W 54.00
T48
Doi
ri
✓De55 6 ro / / iry9, Pay.
23
P. Ul E. %-
/ SEE DETAIJB"
SEE SHEET 4
4
M
2�
N89' 03' S
,T42
45
T 25
M
VM
/
i
i 0
1
CO
m
In
w
0
48
I-
W
W.L.E.
w
N
P.U.E.
z
ILI
W
y
NO.
BEARING
DISTANCE
T1
N89'03'20'W
10.50
T2
N00'56'40'E
12.00
T3
N00'56'40"E
8.00
T4
N89'03'20'W
10.50
T5
N89'03'20'W
21.00
T6
N89'03'20'W
2.00
T7
N00'56'40'E
21.00
T8
N89'03'20"W
7.00
T9
N00'56'40'E
8.00
Tt0
N45'56.40'E
9.90
Tit
N00'56.40"E
7.00
T12
N89'03'20'W
10.50
Ti3
N89'03'20'W
2.00
T14
N00'56'40'E
7.00
T15
N89'03'20'W
8.00
T16
NIS'42'34"W
7.43
T17
N00'56'40'E
3.50
T18
N89'03'20"W
2.00
T19
N89'03'20'W
17.00
T20
N89'03'20'W
22.00
T21
N00'56'40'E
2.00
T22
N89'03'20'W
4.50
T23
N00'56'40'E
2.00
T24
N89'03'20'W
2.00
T25
N89'03'20'W
10.50
T26
N89'03'20"W
21.00
T27
N00'56'40"E
21.00
T28
N89'03'20'W
2.00
T29
N89'03'20'W
2.00
T30
N89'03'20"W
24.00
T31
N00'56'40'E
9.00
T32
N89'03'20'W
14.00
T33
N00'56'4VE
10.00
T34
N89'03.20"W
2.00
T35
N00'56'40'E
4.00
T36
N89'03'20"W
2.00
T37
N00'56'40"E
4.50
T38
N89'03'20'W
2.00
T39
N00'56'40'E
11.50
T40
N89'03'200W
2.00
T41
N00'56'40'E
21.00
T42
N00'56'40'E
2.00
T43
N89'03'20'W
5.00
T44
N00'56'40"E
2.00
T45
N89'03'20'W
3.50
T46
N53'41'310E
10.05
T47
N00'56'40'E
4.42
T48
NB9'03.20'W
10.00
T49
N00'56'4O'E
10.50
750
N00'56'40'E
12.00
751
N89'03'20'W
3.00
752
N89'03'20"W
10.00
T53
N00'56'4V E
10.50
T54
N89'03'20"W
15.50
T55
N00'56'40'E
2.00
T56
N89'03'20"W
5.00
T57
N00'56'40'E
2.00
T58
N89'03'20"W
25.50
T59
N00'56'40'E
10.00
T60
N24'16'28"W
16.88
T61
N89'03'20'W
25.00
T62
N00'56'40"E
16.00
T63
N89'03'20"W
10.26
T64
N89'03'20'W
20.00
T65
N89'03'20"W
6.85
T66
N89'03'20'W
14.01
T67
N89'03'20'W
2.00
768
N89'03'20'W
2.31
T69
N00'56'40'E
8.00
T70
N89'03'20"W
11.50
T71
N89'03'20"W
13.00
T72
N89'03'20"W
3is
T73
N89'03'20'W
19:00
T74
N00'56'40'E
2450
T75
N89'03'20'W
24:00
T76
N00'56'40'E
11.50
T77
N89'03'20"W
14:00
T78
N89'03'20'W
2.50
T79
N00.56'40"E
8.00
G
C
i R-470.00
A-15634125"
m
L-127.75
o
..
0
36.16
_
N 89' 03' 20" W
CO
' R-470.00
""% A- 00' 35' 21"
o
L-4.83
Z
DETAIL 'A'
NO SCALE
DETAIL 'B'
NO SCALE
NO.
DELTA
RADIUS
LENGTH
C1
199'27'47'
2.50
0.70
C2
4'38'11'
20.00
1.62
C3
90'00'00"
20.00
31.42
C4
154'46'52'
2.00
5.40
C5
180'00'00"
2.50
7.85
C6
90'00'00'
2.50
3.93
C7
90'00'00"
2.50
3.93
CB
52'27'20'
20.00
18.31
C9
24'06'45'
44.00
18.52
CIO
90'00'00"
10.00
15.71
C11
78'39'36"
20.00
27.46
C12
180'00'00"
3.00
9.42
C13
180'00'0V
1.00
3.14
C14
90'00'00"
2.50
3.93
C15
90'00'00'
2.50
3.93
C16
10'47'27'
20.00
3.77
C17
39'41.30'
44.00
30.48
C18
16'13'40'
44.00
12.46
TR. 7556
SHEET 3 OF 6 SHEETS
7ggOcl yZ
y�
E
N
VICINITY MAP
061
JOB NO. 383064-C
W
z
W
Q
I
30'
JWT/SKY
SCALE: V=20'
0 2p
0 10 20
BASIS OF BEARINGS
The bearing N.0°56'25"E. of the centerline of Torre Avenue
as shown on that map entitled "Tract No. 3743, Cupertino
Town Center" recorded October 16,1964 in Book 186 of Maps
at Pages 36 and 37, Records of Santa Clara County,
California, was taken as the Basis of Bearings for this
map.
LEGEND AND NOTES
-- - -'- Boundary Line
Lot Line
Centerline
- - - - - - Easement or Private Street Line
O Found Standard City Monument
0 3/4" Iron Pipe to be Set
W.L.E. Water Line Easement
TRACT 7556
CITY OF CUPERTINO ' SANTA CLARA COUNTY
S.S.E. Sanitary Sewer Easement
E.V.A.E. Emergency Vehicle Aooe55
Easement
CONSISTING OF 6 SHEETS
CREEGAN & D'ANGELO
P.U.E. Public Utility Easement
P. E. Pedestrian Easement
All distances are in feet decimals thereof.
SEE SHEET 3 / /y Tog
' PRIVATE PARKING EASEMENT � S SK.I167 PG.530 9� T302 19.00
BK. N293 PG. 703 3 7Y1z i� �s 106 m 22.00 21 00 SSE
C
~
48
T130 NOW 03_20"W
-'-
33_00 TS11
-«-1 C414
F
T2
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/
T304
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0
T32
PB
W.L.E.4
0
T13 T13 13.50
10.50
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21800
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0
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29
23.00
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20
W
21.00
."
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00
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in
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W
42.00
40.
00 L0
47
"
0
21.00
21.00
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T58... m
T60- k
0
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W 42.00
^
42.00
�
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T27
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m
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0
23.00
23.00
T66
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w
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N89'03'20
W
42.00
T62
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0
10
m
o
0
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T37
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12
F
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T64
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14
N
;T34
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T35
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0
Z
0
z
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m
w
T49
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31.50
50.50
30.50 0
Z
0
to
T45
Z
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N
m
IT.123
T39
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10.50
12.50
�~ T53� ~
m
23
v
t
T42
h
T57
T51
P.U.E.
F
T43
T55
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T47
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o� ' 3N
N 69° 03' 20" W'�
.e'er
228.79
A.
0
m
N 89' 03' 20" W
RODRIGUES
AVENUE
278.78
CONSULTING ENGINEERS
PRIMONT CAUFORNIA
DECEMBER,1983
NO.
BEARING
DISTANCE
TS
N00'56'400E
7.00
T2
N89'03'20"W
8.00
T3
N18'42'34"W
7.43
T4
N00.56'40'E
3.50
T5
N89'03'20"W
2.00
T6
N00'56'40'E
5.00
T7
N89'03'20"W
2.00
T8
N00'56'400E
24.00
T9
N89'03'20'W
12.00
T10
NOO.56'40"E
12.00
T31
N89'03'20"W
17.00
T12
N89'03'20'W
22.00
T13
NOO.56'40"E
2.00
T14
N89'03'20"W
4.50
T15
NOo'56'400E
2.00
T16
N89.03'20"W
2.00
T17
NOO.56'40"E
4.50
T18
N89'03'20"W
2.00
T19
NOo•56'40'E
4.00
T20
N89'03'20'W
2.00
T21
N00'56'40"E
13.00
T22
N89'03'2o"W
14.00
T23
Noo'56'400E
12.00
T24
N89'03'20"W
24.00
T25
N89'03'20"W
24.00
T26
N00'56'400E
12.00
T27
N89'03'20'W
14.00
728
N00'56'40"E
13.00
T29
N89'03'20'W
2.00
730
N00'56'40'E
4.00
T31
N89'03'20'W
2.00
T32
N00'56'400E
4.50
T33
N89'03'20"W
2.00
T34
N00'56'400E
2.00
735
N89'03'20"W
13.00
T36
N00'56'400E
14.00
T37
N89.03'20'W
12.00
T38
NOo'56'40"E
24.00
T39
N89'03'20"W
10.50
T40
N00.56'40"E
10.00
T41
N00.56'40"E
10.00
T42
N89.03'20"W
10.50
T43
N89'03'20"W
10.50
T44
N00.56'40"E
10.00
T45
N89'03'20'W
21.00
T46
NOO.56'40'E
10.00
T47
N89'03'20"W
10.50
T48
N00'56'40'E
24.00
T49
N89'03'20"W
12.00
T50
N00'56'40'E
14.00
T51
N89'03'20"W
13.00
T52
N00'56'40"E
2.00
T53
N89'03'20"W
3.00
T54
N00'56'40"E
2.00
T55
N89'03'20"W
4.50
T56
N00'56'40"E
2.00
T57
N89'03'20'W
23.00
T58
N89'03'20'W
2.00
T59
NOo'56'400E
4.50
T60
N89.03'20"W
2.00
T63
N00'56'400E
4.00
T62
N89.03'20'W
2.00
CALIFORNIA
NO.
BEARING
DISTANCE
T63
N00'56'400E
13.00
T64
N89'03'20"W
14.00
T65
N00'56'400E
12.00
T66
N89'03'20"W
24.00
T67
N89'03'20'W
24.00
T68
N00'56'400E
10.00
T69
N89'03'20"W
7.80
T70
N45'00'00'W
8.63
T71
N00.56'40'E
5.00
T72
N89'03'20"W
2.00
T73
NOo•56'40"E
4.00
T74
N89. 03'20'W
2.00
T75
NOO'56'40"E
4.50
T76
N89.03'20'W
2.00
T77
N00'56'40"E
9.00
T78
N89.03'20'W
10.50
T79
N00.56'400E
14.50
TOO
NOW 03'20"W
2.00
TBS
NOo•56'40'E
5.00
T82
NOW 03'20"W
2.00
TB3
NOo'56'40"E
25.50
T84
No0'56'40'E
21.00
T85
N89'03'20"W
8.00
T86
NOo'56'40'E
18.00
T87
N89'03'20'W
12.00
T88
N00.56'400E
3.00
T89
N00'56'400E
18.00
T90
NB9'03'20"W
21.00
T91
N89'03'20"W
2.00
T92
N00'56'40"E
10.00
T93
N00'56'400E
2.00
T94
N89'03'20'W
4.50
T95
N00'56'40"E
2.00
T96
N89'03'20'W
4.00
T97
N00'56'400E
2.00
T98
N89'03'20"W
11.00
T99
N89.03'20"W
10.00
TS00
N00'56'400E
24.00
TSo1
N89'03'20"W
22.00
T102
N89'03'20'W
24.00
T103
N00'56'40'E
9.00
T104
NOW 03'20'W
14.00
T105
NOo'56'40'E
10.00
T106
N89'03'20'W
2.00
T107
NOo•56'40'E
4.00
T108
NOW 03'20"W
2.00
T109
N89'03'20'W
2.00
T310
N89'03'20"W
20.00
T111
N89'03'20"W
6.85
T112
N89'03'20"W
14.01
T113
N00'56'40'E
7.00
T114
N00'56'400E
3.00
T315
N00'56'40"E
8.00
T116
N00'56'400E
5.00
T117
N00'56'4o"E
5.00
T138
N00'56'400E
23.00
T119
N00'56'400E
23.00
T120
N89'03'20'W
2.00
T121
N30'23'44"W
13.39
T122
N89.03'20'W
2.96
T123
N89'03'35'W
5.00
T124
NOO'56'40'E
5.00
NO.
DELTA
RADIUS
LENGTH
Cl
89. 59'45'
20.00
31.41
C2
24.06'45'
44.00
18.52
C3
24.06'45'
20.00
8.42
C4
90'00'00'
10.00
15.71
C5
180'00'00'
3.00
9.42
C6
180.00'00'
2.00
6.28
C7
180.00'00'
6.00
18.85
CB
89.59'45"
15.00
23.56
TRm 7556
SHEET4 OF 6 SHEETS
Z
u^.
F-
W
W
S
W
W
Ck
SCALE: 1" = 20'
0 20
0 10 20
03.20-W 61.49
23
P. U. E.
z
/
2
n
' 0 O'
/
eAp/.
•'0
A A
.2
D
w
41�
n'
W E�'-v
ix Wz N
T25
F
JOB NO. 383064•C JWT
N 89.03' 20"w
307.00
BASIS OF BEARINGS
The bearing N.0'56'25"E. of the centerline of Torre Avenue
as shown on that map entitled "Tract No. 3743, Cupertino
Town Center" recorded October 16,1964 in Book 186 of Maps
at Pages 36 and 37, Records of Santa Clara County,
California, was taken as the Basis of Bearings for this
map.
LEGEND AND NOTES
Boundary Line
Lot Line
- --(- Centerline
- - - - - Easement or Private Street Line
O Found Standard City Monument
• 3/4" Iron Pipe Found as noted
0 3/4" Iron Pipe to be Set
S.S.E. Sanitary Sewer Easement
W.L.E. Water Line Easement
EV.A.E. Emergency Vehicle Access Easement
P.U.E. Public Utility Easement
All distances are in feet and decimals thereof
��
39.00 58.00
r T59 �
tNv
9
I0
0 0 3 3 T23
T15 N89'03'20'W
34.00
M
n
Mi
17.00
17.00
w
m
lw
wN 0 0
.�. o
o
0
w n m
r o
(0
0 0
., 0
QN89'03'20"W 36.00 w
o
m
T33
o
a
31 ;,
30
0
TI z
(z
o0 00 U
v
4 8
pz 32 n o
N, w
-
w^ ^ z
o
T58
� T60"'
W.L.E. P.
T
0
NB9•o13 20-W
50.00
'.....
21.00 ro
21.00
29.00
P.U.E.Lo
2.00
- a 0 . 00
................
\
Ts
-
.......
T20 i6 5T•E
'
NI
_ T67
_ �C1$
LIMIT OF S.S.E.........................
}
o
Y
N89'03'20'W 32.,50 T29 T31 \Ts6
25.42 0 11•50 .T30 T32• \ \H3,. Pti
i
m
34 35 T34
w
o
51 W W 1
N L' m ✓ W
Q j F r N `m
Il.l \ N89' 03' 20 W 42.00 N T38 T42 1 a W
O 2.00+ 21.00 23.00 T41
` C12 40.00 T36 737--`:' T40 M I U)
_T71�. T65.: I----�- -I 00 `-T39 F Cn
'. �N 36
wai T 44 W
7' ( LIMIT OF S.S.E......IF::........., I W
I 0 ON89' 03' 20'W 36.00 " iv j
38.00 ZO 2.00 co I to N
0 23.00 �
N89o0 37 " T45 11
N89'03'20 W 42.00 m o
cuz
40.00 fo
21.00 21.00 T53 T52' T49 ~
N89'03'20 W 42.00 p T48
F- T53 ''T 50T47
SEE SHEET 6
N89'0 '20'W 52.
O
o
m
ID
29
6 28
w
?
V
JERi10
10.17.00
89'03.20'W 27.5(
m
T10
TRACT 7556
CITY OF CUPERTINO • SANTA CL.ARA COUNTY
FOUND 3/4"
12.00 IRON PIPE
I
I
0
0
v
I
10.00 'n
N
co
W
O N
0
N
0
0
ml
W
N
t0 X.. 7-10
o
4
(V
CONSISTING OF 6 SHEETS
CREE GAN & D'A.N GELD
NO.
BEARING
DISTANCE
TS
N89'03'20'W
23.63
T2
N00'56'40'E
21.00
T3
N00'56'40"E
3.00
T4
N89'03'20'W
12.00
T5
N89'03'20'W
10.50
T6
N00'56'400E
10.00
T7
N89'03'20'W
14.00
T8
N00'56'40'E
3.00
T9
N00'56'40'E
10.00
TSO
N89'03'20'W
10.50
T11
N00.56'40"E
13.00
T12
N00'56'40'E
21.00
T13
N89'03'20'W
8.00
T14
N00'56'40'E
18.00
715
N89'03'20"W
12.00
T16
N00'56'40"E
3.00
T17
N89'03'20"W
3.00
T18
N00'56'40"E
7.27
T19
N56'34'32"E
11.92
T20
N89'03'20"W
8.16
T21
No0'56'40'E
10.00
T22
N00'56'40'E
12.00
T23
N89'03'20'W
3.00
T24
N00'56'40'E
21.00
T25
N89'03'20"W
8.00
726
N00'56'40'E
8.92
T27
N31'26'37"E
7.06
T28
N00'56'40"E
2.00
T29
N89'03'20"W
4.50
T30
N00'56'40'E
2.00
T31
N89'03'20'W
12.30
T32
N59'03'20'W
1.96
T33
N00'56'40'E
11.02
T34
N89'03'20'W
9.00
T35
N00'56'40"E
24.00
T36
N89'03'20'W
25.50
T37
N00'56'400E
2.00
T38
N09'03'20'W
5.00
T39
N00'56'400E
2.00
T40
N89'03'20"W
5.50
T41
N00'56'40'E
2.00
T42
NB9'O3'20'W
8.00
T43
N00'56'40"E
12.50
T44
N89'03'20"W
8.00
T45
NB9'03'20"W
8.00
T46
N00'56'400E
12.50
T47
N89'03'20'W
8.00
T48
N00'56'400E
2.00
T49
N89'03'20'W
5.50
T50
N00'56'40'E
2.00
T51
N89'03'20'W
5.00
T52
N00'56'40'E
2.00
T53
N89'03'20'W
25.50
T54
N00'56'40"E
21.00
T55
N89'03'20'W
2.00
T56
N00'56'400E
21.00
T57
N00'56'40'E
10.50
T58
N89'03'20'W
23.99
T59
N89'03'20'W
23.00
T60
N89'03'20'W
.58
T61
N59'03'20'W
18.28
T62
N89'03'20'W
1.00
T63
N00'56'40"E
11.00
T64
NOO'56'40'E
1.28
T65
N89'03'20'W
.50
T66
N00'56'40'E
16.50
T67
NB9'03'20'W
25.09
T68
N59'03'20'W
17.06
T69
N00'56'40'E
2.00
T70
N00'56'40'E
2.00
T71
N89'03'20"W
2.00
CONSULTING ENGINEERS
•AEMONT CALIFOANIA
DECEMBER,1983
VICINITY MAP
NO.
DELTA
RADIUS
LENGTH
CS
52*27*200
20.00
18.31
C2
90'00'00'
1.00
1.57
C3
90'00'00'
2.00
3.14
C4
150'00'00"
1.50
3.93
C5
48*39*43'
20.00
16.99
C6
71'20'17'
2.50
3.11
C7
90'00'00'
2.50
3.93
C8
90'00'00"
2.50
3.93
C9
180*00,00,
3.00
9.42
CIO
180100'00'
2.00
6.28
CIS
180'00'00'
2.00
6.28
C12
90'00'00'
2.50
3.93
G13
90'00'00"
10.00
15.71
C14
90*00,000
20.00
31.42
C15
30'00'00"
20.00
10.47
C16
45'47'46"
20.00
15.99
C17
10*47*27'
20.00
3.77
CALIFORNIA
TR. 7556
SHEET 5 OF 6 SHEETS
SCALE: 1"=20'
0 20
0 10 20
FFT
SEE SHEET 5
L..9*03*20*W 36.
21.00
T p
o
0CU
m
40.00 .
21.00 21.00
m
W
N89'03'20 W 42.00
42
m
0
< 0
0o
1
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T59
�W
m
z
41 g 40
11.50 101.50
m W
r T72
v m
0
1-
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T69
z 10.50 10.50 0o
z
m 39
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T 10 Tr o
T68
m
m '
4$ m
T67 1-
Ti F T9 0'
27.04 WV•L•E.8 r?U.E. T64
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30.00 �m m
37
50
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0
m o
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0
T47
48
W. L.E.IB P. U.E.r .,
T45
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N89'03'20"W
27.50 ,T44
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10.50 17.00
'•T43..
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w
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A
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26
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v
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50.00
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21.00
2 38.00
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JOB NO. 383064-C JWT/SKY
1,'
-FOUND 3/4"
"IRON PIPE
MENNUUMA
ITY E TINO ' SANTA CL.ARA COUNTY
NO.
BEARING
DISTANCE
T1
N89'03'20'W
2.00
T2
N00'56'40'E
4.50
T3
N89'03'20"W
2.00
T4
N00'56'40'E
400
T5
N89'03'20'W
2..00
T6
N0o'56'40'E
13.00
T7
N89'03'20'W
14.00
T8
N00'56'40'E
12.00
T9
N00'56'40"E
10.00
TSO
N89'03'20'W
7.80
T11
N45'00'00'W
8.63
T12
N00'56'40'E
5.00
T13
N89'03'20'W
2.00
T14
N00'56'400E
4.00
T15
N89'03'20"W
2.00
T16
N00'56'40"E
4.50
T17
N89'03'20"W
2.00
T18
N00'56'40'E
3.00
T19
N89'03'20"W
14.00
T20
N00'56'40"E
18.00
T21
N89'03'20"W
10.00
T22
N00'56'40"E
21.00
T23
N89'03'20"W
10.50
T24
N00'56'40'E
10.00
T25
N00'56'40"E
10.00
T26
N89'03'20'W
10.50
T27
N00'56'40"E
24.00
T28
N89'03'20"W
8.56
T29
N15'34'10"W
14.60
T30
N89'03'20'W
13.72
T31
N00'56'40'E
2.00
T32
N89'03'20'W
4.00
T33
N00'56'40'E
2.00
T34
N89'03'20'W
4.50
T35
N00'56'400E
2.00
T36
N30'23'44'W
21.14
T37
N89'03'20"W
22.00
T38
N00'56'40'E
10.00
T39
N89'03'20'W
7.54
T40
N15'34'10"W
10.43
T41
N89'03'20"W
14.00
742
N00'56'400E
3.00
T43
N00'56'40"E
3.00
T44
N89'03'20"W
12.00
T45
N89'03'20"W
10.50
T46
N00'56'400E
10.00
T47
N89'03'20"W
10.50
T48
N89'03'20"W
8.00
T49
N89'03'20'W
8.00
T50
N00'56'400E
12.50
T51
N89'03'20"W
8.00
T52
N00'56'400E
2.00
T53
N89'03'20"W
5.50
T54
N00'56'400E
2.00
T55
N89'03'20'W
5.00
T56
N00'56'40'E
2.00
T57
N89'03'20"W
25.50
T58
N00'56'40'E
21.00
T59
N89'03'20'W
10.50
T60
N00'56'40"E
10.00
T61
N00'56'40"E
7.00
T62
NB9*03'2VW
10.50
T63
N89'03'20"W
21.00
T64
N89'03'20"W
10.50
T65
N00'56'40'E
12.00
T66
N00'56'40'E
10.00
T67
N89'03'20'W
10.50
T68
N89'03'20'W
21.00
T69
N89'03'20'W
10.50
T70
N00'56'40"E
j' 10.00
T71
N00'56'40'E
2.00
T72N89'03'20'W
22.00
T73
N89'03'20'W
3.00
T74
N89'03'20"W
3.00
T75
N89'03'20014
1.00
T76
N00'56'40"E
11.00
T77
N89'03'20"W
1.00
T78
N89'03'20"W
10.00
T79
N46'28'52"E
5.95
T80
N00'56'40'E
11.50
T81
N89'03'20"W_.
6.50
TB2
N00'56'40'E
6.88
T83
N89'03'20'W
3.00
T84
N00'56'40'E
1.91
T85
Nb0'56'40"E
2.00
T86
N00'56'40'E
23.00
T87
N00'56'40"E
4.88
TBB
No0'56'40"E
6.62
T89
N30'23'44'W
13.39
T90
N89'03'20"W
4.00
T91
N89'03'20"W
2.96
CONSISTING OF 6 SHEETS
CREEGAN 8� D'ANGELO
CONSULTING ENGINEERS
FAMMONT,CALIFORNIA
DECEMBER,1983
NO.
DELTA
RADIUS
LENGTH
C1
90'00'00"
2.50
3.93
C2
90'00'00'
2.50
3.93
C3
90'00'00'
2.50
. 3[93
C4
90'00'00"
2.50
3.93
C5
16'30'50'
20.00
5.76
C6
180*00*000
200
6..28
C7
180'00'00"
2,.00
6:28
C8
90'00'00"
2.50
3.93
C9
90'00'00"
2.50
3.93
C10-
90'00'00"
2.50
3.93
C11
134*27'480
2.50
5.87
C12
90*00*000
2.50
3.93
C13
90'00'00'
2.50
3.93
C14
180'00'00'
2.00
6:28
C15
180'00'00'
2.00
6.28
C16
90'00'00"
2.50
3.93
C17
90'00'00'
2.50
3.93
CSB
90*00,000
2.50
3.93
C19
90'00'00'
2.50
3.93
C20
16'30'50"
44.00
12.68
CALIFORNIA
BASIS OF BEARINGS
The bearing N.0°56' 25"E. of the centerline of Torre Avenue
as shown on that map entitled "Tract No. 3743, Cupertino
Town Center" recorded October 16,1964 in Book 186 of Maps
at Pages 36 and 37, Records of Santa Clara County,
California, was taken as the Basis of Bearings for this
map.
LEGEND AND NOTES
Boundary Line
Lot Line
Centerline
- - - - Easement or Private Street Line
Found Standard City Monument
0 3/4" Iron Pipe to be Set
S.S.E. Sanitary Sewer Easement
W.L.E. Wafer Line Easement
E.V.A.E. Emergency Vehicle Access Easement
PU.E. Public Utility Easement
All distances are in feet and decimals thereof.
VICINITY MAP
TR. 7556
SHEET 6 OF 6 SHEETS