502OWNER'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 THIS MP; 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 OR SAID MAP AND SUBDIVISION AS
SHOWN WITHIN THE DISTINCTIVE BORDER LINE.
WE HEREBY DEDICATE TO PUBLIC USE NON-EXCLUSIVE EASEMENTS FOR PUBLIC
UTILITY FACILITIES CONSISTING OR UNDERGROUND CONDUITS AND GAS,
WATER, AND HEAT MAINS AND RELATED ABOVE AND BELOW GROUND
APPURTENANCES TO THE ABOVE SUCH AS UTILITY VAULTS AND TRANSFORMERS,
UNDER OR UPON, AS SPECIFIED THOSE CERTAIN STRIPS OF LAND DESIGNATED
AS -P.U.E.- (PUBLIC UTILITY EASEMENTS). THE ABOVE MENTIONED PUBLIC
UTILITY EASEMENTS TO BE KEPT OPEN AND FREE FROM BUILDINGS AND
STRUCTURES OF ANY KIND EXCEPT PUBLIC UTILITY STRUCTURES AS
PERMITTED ABOVE, DRIVEWAYS, LANDSCAPING, IRRIGATION SYSTEMS AND
APPURTENANCES THERETO, LAWFUL FENCES AND ALL LAWFUL UNSUPPORTED
ROOF OVERHANGS. IN ADDITION TO THE FOREGOING, THE OWNERS RESERVE
THE RIGHT TO USE THE SURFACE OF THE EASEMENT AREAS FOR VEHICULAR
AND PEDESTRIAN INGRESS AND EGRESS. ANY PUBLIC UTILITY EXERCISING
ANY RIGHT RANTED BY THIS PARAGRAPH SHALL, AT ITS SOLE COST AND
EXPENSE, RESTORE THE SURFACE OF THE EASEMENT AREA TO A CONDITION AT
LEAST EQUAL TO THE CONDITION EXISTING IMMEDIATELY PRIOR TO THE
EXERCISE R SUCH RIGHT AND AGREES TO BE LIABLE FOR ITS OWN
NEGLIGENCE AND THAT OF ITS AGENTS, CONTRACTORS, EMPLOYEES AND
LICENSEES IN THE CONSTRUCTION, COVERING OR USE OF THE EASEMENT.
THIS MP DESCRIBESA SE N LOT PLANNED DEVELOPMENT SUBDIVISION
CONSISTING OF SIX SEPARA SUBDIVISION LOTS, EACH CONSISTING OF A
THREE DIMENSIONAL SPACE ORMING A BUILDING ENVELOPE WITH THE
VERTICAL ELEVATIONS SHOWN ON SHEET 2, AND ONE COMMON AREA LOT,
CREATED IN ACCORDANCE WITH CIVIL CODE SECTIONS 658, 659 AND 1351
(K). BUSINESS ANOPROFESSIONS
CODE
D GOVERNMENTCODESECTION64424,66426 OA0O
(C) AND SE.
EACH OWNER OF LOTS 1 THROUGH 6 SHALL RECEIVE TITLE TO A LOT AND
IMPROVEMENTS THEREON TOGETHER WITH AN UNDIVIDED INTEREST IN LOT 7,
WHICH SHALL BE COMMON AREA AS DEFINED IN CIVIL CODE SECTION 1351
(8), AND A MEMBERSHIP IN AN ASSOCIATION, THE MEMBERS OF WHICH ARE
THE OWNERS OF LOTS 1 THROUGH 6.
OWNER:
CUPERTINO GATEWAY PARTNERS, A GENERAL PARTNERSHIP
BY. AG REAL PROPERTIES, INC., A DELAWARE CORPORATION, AS GENERAL
PARTNER (:qo�fBY:� 1 �°�
BY. SOBRATO DEVELOPMENT COMPANY /910, A CALIFORNIA GENERAL
PARTNERSHIP, AS GENERAL PARTNER
BY: SOBVXINTERESTS. A CALIFORNIA LIMITED PARTNERSHIP, AS
GENERAL P E F R OBRATO DEVELOPMENT COMPANY #910
BY: _
JO M CHA BRATO, TRUSTEE UNDER THE JOHN
_\�ICHAEL SOBRATO 1985 SEPARATE PROPERTY TRUST
BY:
BY.
TRUSTEE UNDER THE JOHN MICHAEL
PROPERTY TRUST, AS GENERAL PARTNER FOR
JOHN M. SOBRATO, TRUSTEE UNDER THE SOBRATO 1979 REVOCABLE
TRUST, AS AMENDED, AS GENERAL PARTNER FOR SOBRATO
DEVELOPMENT COMPANY #910
TRUSTEE: CHICAGO TITLE INSURANCE COMPANY,
COMPANY, A CORPORATION
BY. �+• +"�'"
BY -
100F �J
STATE OF CALIFORNIA
COUNTY OF SANTA CLARA
ON N O V M tR 1 1992 BEFORE ME, M PtQ W LL,NiL • L CEs
PERSONALLY APPEARED ROBERT C. McINTYRE
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY
EVIDENCE) TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED
THE SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS
SIGNATURE ON THE INSTRUMENT THE PERSON OR THE ENTITY ON BEHALF OF
THE PERSON ACTED. EXECUTED THE INSTRUMENT. ��pp
WITNESS MY HND SIGNED: !t eC • 1AL[J1
OFFICIALNOTARYSFAL PRINT NAME: RI4VA) L. LeNES
MARILYN L LONES CITY OF. /�•
x�5 NMaryPudi¢—CeNbrMa1!S,A.T/ NU
SANTA CLAM COUNTY NOTARY PUBLIC IN AND FOR SAID COUNTY
My COM. EXOM JUL 01,1994 AND STATE
MY COMMISSION EXPIRES: JUL OIy1,�
STATE OF CALIFORNIA
COUNTY OF SANTA CLARA
ON 110011MAJER LQ 1992 BEFORE ME, �BoBD/ MAZ2014ar
PERSONALLY APPEARED JOHN MICHAEL SOBRATO
PERSONALLY KNOWN TO ME (R PROVED TO ME ON THE BASIS OF SATISFACTORY
EVIDENCE) TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED
THE SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS
SIGNATURE ON THE INSTRUMENT THE PERSON OR THE ENTITY ON BEHALF OF
THE PERSON ACTED, EXECUTED THE INSTRUMENT4_"ZZ0A1,er_ WITNESS MY HAND SIGNED:
PRINT NAME:��ry
CITY OF: 4jj(AC_ rIA10
NOTARY PUBLIC IN AND FOR SAID COUNTY
AND STATE
MY COMMISSION EXPIRES: /0-/-93
STATE OF CALIFORNIA
COUNTY OF SANTA CLARA
ON 9QWdW& Lj_ 1992 BEFORE ME, 0238/ MAZa2gp_JG
PERSONALLY APPEARED JOHN MICHAEL SOBRATO
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY
EVIDENCE) TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED
THE SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS
SIGNATURE ON THE INSTRUMENT THE PERSON OR THE ENTITY ON BEHALF OF
THE PERSON ACTED, EXECUTED THE INSTRUMENT. _
WITNESS MY HAND SIGNED: `� ►Ike ��1�I
PRINT NAME: mit/0� M/i%RZ�/E
CITY OF: t,:46ARMmmo _
NOTARY PUBLIC IN AND FOR SAID COUNTY
AND STATE
MY COMMISSION EXPIRES:
STATE OF CALIFORNIA
COUNTY OF SANTA CLARA
ON 1V0VEMBF,E 1Y. B /
1992 BEFORE ME, .CSD A/ 62,20^/49
PERSONALLY APPEARED JOHN M. SOBRATO
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY
EVIDENCE) TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED
THE SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS
SIGNATURE ON THE INSTRUMENT THE PERSON OR THE ENTITY ON BEHALF OF
THE PERSON ACTED, EXECUTED THE INSTRUMENT.
WITNESS MY HAND SIGNED: ,4
PRINT NAME: 8066! I�JA2ZONd
CITY OF: C4460e77,V0
NOTARY PUBLIC IN AND FOR SAID COUNTY
AND STATE
MY COMMISSION EXPIRES: L!�__L-93
SURVEYOR'S STATEMENT
STATE OF CALIFORNIA
COUNTY OF SANTA CLARA
ON sQEe0W4 E 1992 BEFORE ME, 1
PERSONALLY APPEARED ej"*— AV
PERSONALLY KNOWN TO ME (R PROVED TO ME ON THE BASIS OR SATISFACTORY
EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE
WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED
THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY, AND THAT BY HIS/HER/TH I
SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) O��TY ON E '
THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
WITNESS MY HAND
STATE OF CALIFORNIA
COUNTY OF SANTA CLARA
SIGNED:
PRINT NAME: GCGQ
CITY OF:
NOTARY PUBLIC IN AND
AND STATE
MY COMMISSION EXPIRES:
ON 1992 BEFORE ME, _
PERSONALLY APPEARED
PERSONALLY KNOWN TO ME (R PROVED TO ME ON THE BASIS R SATISFACTORY
EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE
WITHIN
THE SAME IN H S/HERN/THEIIR ACKNOWLEDGED
AUTHORIZED PACIIYJ,TAND THAT BYYHIES/HER/THEIR
SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S) R THE ENTITY ON BEHALF OF
THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
WITNESS MY HAND SIGNED:
PRINT NAME: _
CITY OF:
NOTARY PUBLIC IN AND FOR SAID COUNTY
AND STATE
MY COMMISSION EXPIRES:
THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON
RECORD DATA IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION
MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF CUPERTINO GATEWAY
PARTNERS IN OCTOBER, 1992. 1 HEREBY STATE THAT THIS PARCEL MP
SUBSTANTIALLY CONFORMS TO THE APPROVED R CONDITIONALLY APPROVED
VESTING TENTATIVE MAP. ALL MONUMENTS ARE OF E CHARACTER AND
OCCUPY THE POSITIONS INDICATED, R THEY I SUCH
POSITIONS ON OR BEFORE MAY OF 1993 A ENT, ARE OR
YILL BE SUFFICIENT TO ENABLE THE SUR"l F RETRA M.
v CVV �J.
_ //-Z-92
DATES WLSON, L.S.
EX 12-31-94
a� yo, 6 425 �P
9TFOF CAI.\E
NOTE: SOILS AND GEOLOGICAL REPORT
A SOLS REPORT AND/OR GEOLOGICAL REPORT ON THIS PROPERTY HAS BEEN
PREPARED BY J.V. LOWNEY & ASSOCIATES DATED OCTOBER 17, 1990, AND A
SUPPLEMENTAL REPORT WAS PREPARED ON JANUARY 15, 1991, COPIES OF
WHICH HAVE BEEN FILED IN THE OFFICE OF THE CITY CLERK OF THE CITY OF
CUPERTINO.
CONSISTING OF THREE SHEENS
BEING A RESUBDIVISION OF PARCELS C & D
AS SHOWN UPON THAT CERTAIN MAP FILED
FOR RECORD IN BOOK 384 OF MAPS AT PAGES
27 & 28, SANTA CLARA COUNTY RECORDS.
CUPERTINO
CALIFORNIA
OCTOBER, 1992
KIER 8C WRIGHT
CIVIL ENGINEERS & SURVEYORS, INC.
3350 Scott Boulevard, Building 22 (408)727-6665
Santa Clara, California 95054 FAX(408)727-5641
PLANNING COMMISSION'S STATEMENT
THIS MAP IS CONSISTENT WITH THE VESTING TENTATIVE MP
APPROVED BY THE CITY COUNCIL MAY 6, 1991.
BY., SECRETARY R THE PLANNING COMMISSION
ROBERT S. COWAN
CITY ENGINEER'S STATEMENT
THIS MAP CONFORMS WITH THE REQUIREMENTS OR THE SUBDIVISION MP ACT
AND LOCAL ORDINANCE.
DATE: ! �� SIGNED:
COT tACI[A\ fY.! K na�ee
DIRECTOR OF PUBLIC WORKS
CITY OF CUPERTINO,
CALIFORNIA
EXPIRATION DATE: 9-30-93
CITY CLERK'S STATEMENT
1, DOROTHY CORNELIUS, CITY CLERK OF THE CITY OF CUPERTINO, HEREBY
CERTIFY THAT THIS MAP WAS APPROVED BY THE CITY COUNCIL OF THE CITY
OF CUPERTINO AT A MEETING OF SAID COUNCIL HELD ON THE �7�. DAY
OR f'x1d9h u ar1993, AND THAT COUNCIL DID ACCEPT THE EASEMENTS
OFFERED FOR DEDI ATION AS SHOWN ON SAID MP WITHIN SAID
SUBDIVISION. THE VESTING TENTATIVE MP FOR THIS SUBDIVISION WAS
APPROVED BY SAID CITY COUNCIL ON MAY 6, 1991.
DATE: �pG� +- . 3 SIGNED:
O CITY LERK OF -pt CITY OF
CUPERTINO, CALIFORNIA
COUNTY RECORDER'S STATEMENT
-
FILED THIS �. N DAY OF 1992, AT IN
BOOK 3 OF MAPS, AT PAGES 3''/,G 3 s/ 3 AT THE REQUEST OF
KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC.
FILE NO. -O-43813 LAURIE KNE, COUNTY
RECORDER
Ov
FEE: l0 BY.
DEPUTY 2 p
SHEET 1 OF 3
76076-5
LINE TABLE:
LINE
L1
L2
L3
L4
L5
L6
-10' P.U.E.
/ EXISTING
\ /
'� I ` �..•� � 10' STORM DRAIN
�-
EASEMENT (384 M 27)
EXISTING \ V / /-�_- / P.0.E--I I I
PUBLIC UTILITY EASEMENT & LOT A CO'EXISTING
SANITARY SEWER EASEMENT LOT 5 �- 10'SAIT(4SEWER
(384 M 27) / / ELEV 221.00 - ELEV 260.00 ELEV 221 00 - ELEV 290 00 N 854 345)
w: I / / LOT 7 ELEV 221. OO& BELOW T 7/ G2 �k
ELEV 221.00 & BELOW ELEV 290.00 & ABOVE ! �' EXISTING 5' STORK
Cv ELEV 260.00 & ABOVE ( 37' DRAIN EASEMENT
LOT 6 (364 M 27)
OD I / / ELEV 221.00 - ELEV 290.00
I / LOT 7
LOT 3 ELEV 221.00 & BELOW l o 0
LOT 7 ELEV 290.00 & ABOVE
I I ELEV 221.00 - ELEV 290.00. I M M W
SEE SHEET 3 FOR LOT DIMENSIONS I z
I I ELEV 221.00 & BELOW AND LOCATIONS
ELEV 290.00 & ABOVE I "
_I
DISTINCTIVE BORDER LINE
•
M M
--=====7Z�
STREET MONUMENT FOUND PER 384 M 27
I
LLJ
\ \ LOT 1
P.U.E.
°°
I
ELEV 221.00 - ELEV
293.00
I Z ZI
_
J
LOT 2
LOT 7
i
" SCALE: 1 = 100
•> 68
Z,•} ? L3 4
t } +.i C✓ "'f• .J .�„. •..� :
4 V
(} �..' I :T •• N
vt 3 56
1.14 5
293.0 & ABO
37,
CURVE
\ \ ELEV 221.00 & BELOW
f�
4 °'
Q'
\ \ ELEV 290.00 & ABOVE
I
I o
,s
J Q
S 0'00'29"
W ! 1324.73'
ti
,:
H $�
II
CURVE
RADIUS
DELTA
LENGTH
- - - - - - - - - - -
-_
- - -�j
\ cn
t
287.00'
EXISTING
TING
20'STORMDRAIN EASEMENT
�,
ACCESS �' y=
I
ce
i
60.00
910.00
5' STORM DRAIN EASEMENT
(364 M 27)
(6537 OR 165)
(6
- - - - - - - - -
- I
�
APPURTENANT INGRESS{
& EGRESS EASEMENT
^(cz
250.00'
(C686 OR 146)
C686
83.87'
- - - - - - - - - -
- - - -
(408 M 16}
(
I
L13-
N 00'00'55" E 388.39'
N 40'42'03" W
C4
I
w
b
150.46'
L1
N IEMERGENCY
10' SANITARY SEWER EASEMENT
VEHICLE
ACCESS EASEMENT
T ;
I
20' CALIFORNIA WATER SERVICE
(L924 OR 1381)
(M412 OR 1312)
I
rMrn
II
COMPANY EASEMENT (M360 OR 1954)t'
I Icoo
NORTH DE ANZA BOULEVARD
I
Ico
/ - -
- - - - - -
- - - - - - -
- - - - - - -
- - - - - -
/
-10' P.U.E.
/ EXISTING
\ /
'� I ` �..•� � 10' STORM DRAIN
�-
EASEMENT (384 M 27)
EXISTING \ V / /-�_- / P.0.E--I I I
PUBLIC UTILITY EASEMENT & LOT A CO'EXISTING
SANITARY SEWER EASEMENT LOT 5 �- 10'SAIT(4SEWER
(384 M 27) / / ELEV 221.00 - ELEV 260.00 ELEV 221 00 - ELEV 290 00 N 854 345)
w: I / / LOT 7 ELEV 221. OO& BELOW T 7/ G2 �k
ELEV 221.00 & BELOW ELEV 290.00 & ABOVE ! �' EXISTING 5' STORK
Cv ELEV 260.00 & ABOVE ( 37' DRAIN EASEMENT
LOT 6 (364 M 27)
OD I / / ELEV 221.00 - ELEV 290.00
I / LOT 7
LOT 3 ELEV 221.00 & BELOW l o 0
LOT 7 ELEV 290.00 & ABOVE
I I ELEV 221.00 - ELEV 290.00. I M M W
SEE SHEET 3 FOR LOT DIMENSIONS I z
I I ELEV 221.00 & BELOW AND LOCATIONS
ELEV 290.00 & ABOVE I "
_I
DISTINCTIVE BORDER LINE
•
M M
0'
STREET MONUMENT FOUND PER 384 M 27
I
\ \ LOT 1
P.U.E.
°°
N
ELEV 221.00 - ELEV
293.00
I Z ZI
LOT 2
LOT 7
i
2
o
ELEV 2O2T.0� -ELEV 290.00L
\
ELEV 221.00 & BELOW
ELEV
t0' P.U.E.
\
L
293.0 & ABO
37,
CURVE
\ \ ELEV 221.00 & BELOW
f�
4 °'
Q'
\ \ ELEV 290.00 & ABOVE
I
I o
,s
v
ti
,:
H $�
II
CURVE
RADIUS
DELTA
LENGTH
- - - - - - - - - - -
-_
- - -�j
\ cn
BEARING DISTANCE f; - - - - - - - - - - - o
w � �
S 00'01'16" E 20.00' �' 10 SANITARY SEWER EASEMENT --I r+-- 20' CALIFORNIA WATER SERVICE c: l i
N 75'38'06" E 44.84' { (L924 OR 1381) COMPANY EASEMENT (M360 OR 1954) - a.
N 09'58'09" E 122.96' f y I I
N 41'25'37" W 30.69' r ��
S 89'58'34" W 120.00' � v; I � -� " � - - -
N 00'00'29" E 23.00' P o -N 00'00 29 E- -439.94 - - �+'�`�
f3
3r
LEGEND
CONSISTING OF THREE SHEETS
BEING A RESUBDIVISION OF PARCELS C & D
AS SHOWN UPON THAT CERTAIN MAP FILED
FOR RECORD IN BOOK 384 OF MAPS AT PAGES
27 & 28, SANTA CLARA COUNTY RECORDS.
CUPERTINO CALIFORNIA
SCALE : 1" = 100' OCTOBER, 1992
KIER & WRIGHT
M. CIVIL ENGINEERS & SURVEYORS
3350 SCOTT BLVD., BLDG. 22
SANTA CLARA, CALIFORNIA 95054
(408) 727-6665
DISTINCTIVE BORDER LINE
•
IRON PIPE FOUND PER 384 M 27
0'
STREET MONUMENT FOUND PER 384 M 27
BASIS OF ELEVATION (SEE NOTE 4)
LOT UNE
P.U.E.
PUBLIC UTILITY EASEMENT
10'
P.U.E.
I
CURVE
TABLE:
f�
4 °'
Q'
n u;
a
I
I o
-kr%i.E:i. 2
ti
,:
H $�
II
CURVE
RADIUS
DELTA
LENGTH
"-' '� H
arnoN
Cl
287.00'
19'13'17"
• 96.28'
�,
ACCESS �' y=
i
C2
C3
60.00
910.00
138033'54'
9'09 29•
145.10
145.45
(6537 OR 165)
(6
- - - - - - - - -
- I
�
APPURTENANT INGRESS{
& EGRESS EASEMENT
C4
250.00'
19'13'17'
83.87'
- - - - - - - - - -
- - - -
(408 M 16}
L13-
N 00'00'55" E 388.39'
N 40'42'03" W
w
b
150.46'
10.
578.53' -
_fit
NORTH DE ANZA BOULEVARD
o0
--j VALLEY GREEN DRIVE 55 E 588.53'
f3
3r
LEGEND
CONSISTING OF THREE SHEETS
BEING A RESUBDIVISION OF PARCELS C & D
AS SHOWN UPON THAT CERTAIN MAP FILED
FOR RECORD IN BOOK 384 OF MAPS AT PAGES
27 & 28, SANTA CLARA COUNTY RECORDS.
CUPERTINO CALIFORNIA
SCALE : 1" = 100' OCTOBER, 1992
KIER & WRIGHT
M. CIVIL ENGINEERS & SURVEYORS
3350 SCOTT BLVD., BLDG. 22
SANTA CLARA, CALIFORNIA 95054
(408) 727-6665
NOTES:
1. THE AREA WITHIN THE DISTINCTIVE BORDER IS 32.327 t ACRES.
2. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF.
3. BASIS OF BEARINGS:
THE BEARING NORTH 89' 59' 31" EAST OF THE CENTERLINE OF
MARIAM AVENUE, AS SAID CENTERLINE IS SHOWN ON THAT CERTAIN
MAP FILED FOR RECORD IN BOOK 384 OF MAPS AT PAGES 27 AND 28,
SANTA CLARA COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS
FOR THIS MAP.
4. BASIS OF ELEVATION: TOP OF CURB ELEVATION AT CURB INLET AT
EAST END OF CUL-DE-SAC BULB OF MARIANI AVENUE AS SHOWN HEREON.
ELEVATION 215.40'
5. LOTS 1 THROUGH 6 INCLUSIVE CONSIST OF THE LAND ENCOMPASSED AND
LYING BETWEEN THE VERTICAL BOUNDARIES (ELEVATIONS) SHOWN ON SHEET
2 AND BETWEEN THE HORIZONTAL BOUNDARIES SHOWN ON SHEET 3 OF
THIS MAP.
6. LOT 7 IS ALL OF THE LAND IN THIS SUBDIVISION EXCEPTING LOTS i
THROUGH 6 INCLUSIVE.
SHEET 2 OF 3
76076-5
DISTINCTIVE BORDER LINE
•
IRON PIPE FOUND PER 384 M 27
0'
STREET MONUMENT FOUND PER 384 M 27
BASIS OF ELEVATION (SEE NOTE 4)
LOT UNE
P.U.E.
PUBLIC UTILITY EASEMENT
NOTES:
1. THE AREA WITHIN THE DISTINCTIVE BORDER IS 32.327 t ACRES.
2. ALL DIMENSIONS ARE IN FEET AND DECIMALS THEREOF.
3. BASIS OF BEARINGS:
THE BEARING NORTH 89' 59' 31" EAST OF THE CENTERLINE OF
MARIAM AVENUE, AS SAID CENTERLINE IS SHOWN ON THAT CERTAIN
MAP FILED FOR RECORD IN BOOK 384 OF MAPS AT PAGES 27 AND 28,
SANTA CLARA COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS
FOR THIS MAP.
4. BASIS OF ELEVATION: TOP OF CURB ELEVATION AT CURB INLET AT
EAST END OF CUL-DE-SAC BULB OF MARIANI AVENUE AS SHOWN HEREON.
ELEVATION 215.40'
5. LOTS 1 THROUGH 6 INCLUSIVE CONSIST OF THE LAND ENCOMPASSED AND
LYING BETWEEN THE VERTICAL BOUNDARIES (ELEVATIONS) SHOWN ON SHEET
2 AND BETWEEN THE HORIZONTAL BOUNDARIES SHOWN ON SHEET 3 OF
THIS MAP.
6. LOT 7 IS ALL OF THE LAND IN THIS SUBDIVISION EXCEPTING LOTS i
THROUGH 6 INCLUSIVE.
SHEET 2 OF 3
76076-5
===17
SEE SHEET 2 FOR VERTICAL
LIMITS OF LOTS, SUBDIVISION SCALE: 1" = 50'
BOUNDARIES AND EASEMENTS
\S \`o j
�S•
(M� L30
L43 L43
L42 �e3
u
L42 71 S OOroO' ' W
J
79.(10' \
LOT 3
J
AREA = 0.971± ACRES
/
-' N 00'00'29' E _
L52 in ,0 72.00'
J N 00'00'29' E 109.66'
IYHf 4;jffi l
Lw*t
KIER & WRIGHT
k• CIVIL ENGINEERS & SURVEYORS
3350 SCOTT BLVD., BLDG. 22
SANTA CLARA, CALIFORNIA 95054
(408) 727-6665
L24
L28
GJ
CONSISTING OF THREE SHEETS
BEING A RESUBDIVISION OF PARCELS C & D
AS SHOWN UPON THAT CERTAIN MAP FILED
FOR RECORD IN BOOK 384 OF MAPS AT PAGES
L17 27 & 28, SANTA CLARA COUNTY RECORDS.
CUPERTINO 5 CALIFORNIA
M
SCALE : 1" 50' OCTOBER, 1992
M
S 00'00'29' W -
S 00'00'29" w 109.66'L7
s' �F-
Lit
E
L15
L12
L2
S 00'00'29" W 109.66'
W
N
<L15
U 3 :3 s
L4
`!2 L17
W
L17 J
E
!2L24
N 00'00'29'
E
23.00'
13.06'
L6
S 89'59'31'
E
7.67'
Cit
L7
S 00'00'29'
W
44.63'
i
L8
J
E
37.00'
J
�'
L26
100
on
0
03
n
LOT-
5
J
l22
3
6
9
L17
C6
LOT
4
L1
toL
U
Lao
AREA = 0.812E
ACRES
3
O T 7
J
AREA = 0.767E
ACRES
s 0,
31
nl
z
as
L26
a
N 00'00'29" E
9 F�
118
(R)
or
J
2
625'
9 I!
ro
no , �.
...: 1 94
\S \`o j
�S•
(M� L30
L43 L43
L42 �e3
u
L42 71 S OOroO' ' W
J
79.(10' \
LOT 3
J
AREA = 0.971± ACRES
/
-' N 00'00'29' E _
L52 in ,0 72.00'
J N 00'00'29' E 109.66'
IYHf 4;jffi l
Lw*t
KIER & WRIGHT
k• CIVIL ENGINEERS & SURVEYORS
3350 SCOTT BLVD., BLDG. 22
SANTA CLARA, CALIFORNIA 95054
(408) 727-6665
L24
L28
GJ
CONSISTING OF THREE SHEETS
BEING A RESUBDIVISION OF PARCELS C & D
AS SHOWN UPON THAT CERTAIN MAP FILED
FOR RECORD IN BOOK 384 OF MAPS AT PAGES
L17 27 & 28, SANTA CLARA COUNTY RECORDS.
CUPERTINO 5 CALIFORNIA
M
SCALE : 1" 50' OCTOBER, 1992
M
S 00'00'29' W -
S 00'00'29" w 109.66'L7
s' �F-
L26
L17
�o
J
LINE TABLE:
S 00'00'29' W 109.66'
UNE BEARING DISTANCE
Li
N 00'00'29'
E
36.34'
L12
L2
N 89'59'31'
W
36.34'
S 00'00'29"
L4
S 00'00'29'
W
36.34'
E
L5
N 00'00'29'
E
23.00'
13.06'
L6
S 89'59'31'
E
7.67'
Cit
L7
S 00'00'29'
W
44.63'
i
L8
J
E
37.00'
• I
100
'
L 0 T
6
9
C6
toL
U
3
O T 7
J
AREA = 1.041±
ACRES
M
31
nl
1n
ro
NI
z
zl
S 00'00'29"
W
L37
\
72.00'
L42 ^
^ L38 `2
27.42' L
_ - 99_41 - -
56.34_ 20.00'1 --
-
- - - 285.66' - - - -
-
- -
88.93'
_,A � 84.49'
t2 n - 57.21'
S 00'00'29' W 719.46'
/
L43
L40
L30
J
J
L24
WI
�I�
c8
C7
M
�I
N
I
C7
C7
to
O+
O
L28
L28
L28
S 00'00'29" W C9 S 00'00'29' W
L28
L6.2
J
n
L62
56.94' (R) 56.94'
L62
rl
v
J
3
3
(R)
L30
(R)
(R)
y
4J
!'�
.
CD
o�
"� 0
7c
� o
"� Q�
a
OD04
LOT
2
00
LOT 1
N�
J
M
L30
j
i,
L30
AREA
= 0.974±
ACRES
w
L3o
AREA = 1.318± ACRES
L3o
M
J N 00'00'29"
E
L47
0!
0)
o
L45
ID
00
to
r
4
O
L17
L4
1-171 L17
L26
L17
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J
LINE TABLE:
S 00'00'29' W 109.66'
UNE BEARING DISTANCE
Li
N 00'00'29'
E
36.34'
L12
L2
N 89'59'31'
W
36.34'
S 00'00'29"
L4
S 00'00'29'
W
36.34'
E
L5
N 00'00'29'
E
23.00'
13.06'
L6
S 89'59'31'
E
7.67'
Cit
L7
S 00'00'29'
W
44.63'
i
L8
N 00'00'29'
E
37.00'
Ltt
S 00'00'29'
W
51.50'
L12
N 89'59'31'
W
12.67'
L13
S 00'00'29"
W
44.67'
L14
S 89'59'31'
E
10.00'
L15
S 00'00'29'
W
13.06'
L16
N 89'59'31'
W
10.00'
LINE
L17
L18
U9
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
BEARING DISTANCE
i 00'00.29• W 20.00'
i 00'00'29' W 11.75'
1 89'59'31' W 39.36'
i 89'59'16' E 35.36'
i 89'59'31' E 49.33-
1 00'00'29' E 44.17'
i 00.00'29' W 46.12'
i 00'00'29' W 10.00'
i 89'59'31' E 12.58'
i 00'00'29' W 26.34'
1 89'59'31' W 12.56'
1 00'00'29' E 46.12'
i 89'59'31' E 52.00'
1 00'00'29' E 20.00'
1 89'59'31' W 12.59'
189'59'31' E 12.59'
3
z
L17
J
LINE BEARING DISTANCE
L33 N 89'59'31' W 47.66'
L34 S 89'59'31' E 46.12'
L35 S 89'59'31' E 20.00'
L36 N 89'59'31' W 20.00'
L37 N 00'00'29' E 10.00-
L38 N 00'00'29' E 12.56'
L39 N 89'59'31' W 26.34'
L40 S 00'00'29' W 12.58'
L41 N 89'59'31' W 46.12'
L42 S 00'00'29' W 12.59'
L43 N 00'00'29' E 12.59'
L44 S 89'59'31' E 22.08'
L45 S 00'00'28' W 46.34'
L46 N 89'59'31' W 22.08'
L47 N 00'00'29" E 26.34'
L48 N 89'59'31' W 30.78'
w1 3
e
.
M
O M
r
99.40'
W
143.25'
C7
W
N1 z
LINE BEARING DISTANCE
L49 S 00'00'29' W 23.21'
L50 S 89'59'3i' E 12.57'
L51 N 89'59'31' W 12.57'
L52 N 00'00'29' E 16.43'
L53 S 00'00'29' W 23.16'
L54 S 89'59'31' E 26.34'
L55 S 89'59'31' E 39.72'
L56 S 00'00'29' W 27.09'
L57 N 89'59'31' W 46.28'
L58 N 89'59'31' W 45.95'
L60 N 83'28'00' W 8.77'
L61 N 83'26'40' W 8.77'
L62 S 06'33'20' W 8.77'
L63 S 83'26'40' E 8.77'
L64 N 06'33'20' E 8.77'
L17
rJ
LINE BEARING DISTANCE
L65 S 00'00'29' W 24.34'
L66 N 89'59'31' W 4.34'
CURVE TABLE:
CURVE RADIUS DELTA LENGTH
C2 250.00' 19'13'17' 83.87'
C4 36.50' 180'00'00' 114.67'
C5
77.12'
65'35'05'
88.28'
C6
99.40'
82'34'09'
143.25'
C7
8.77'
166'54'19'
25.55'
C8
32.47'
170'00'03'
96.35'
C9
266.83'
23'45'40'
110.66'
C10
266.83'
28'07'08'
130.95'
Cit
8.77'
166'56'57'
25.55'
i
r
r
L8 L5
I
(
U,
SHEET 3 OF 3
G
3 ' 76076-5
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