1013SURVEYOR'S STAIWENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH
THE REQUIREMENTS OF THE PROFESSIONAL LAND
SURVEYOR'S ACT AT THE REQUEST OF TERRY BROW
IN JUNE, 2015.
lao—
MARK A. HELTON P.L.S. 7078
EXPIRATION DATE: 12-31-16
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 87 6 QF THE PROFFFSSIO AL LAND SURVEYOR'S
ACT THIS DAY CF 3-------- 2015.
GWENDOLYN GEE, COUNTY SURVEYOR
PLS NO. 6780
BY: _
IS
WILLIAM F. SLEPNIKOFF, PUTY . NTY SURVEYOR
PLS NO. 5701
RECORDER'SSTA.TEMENT
FILED THIS DAY OF �Y�_ --_ 2015,
AT IN BOOKS OF MAPS AT
PAGE AT THE REQUEST OF GIULIANI & KULL, INC..
FILE NO: _ --3_12,Jed_4FEE: _._......i ' I _
REGINA ALCOMENDRA,5s CO NTY RECORDER
BY:
DEPUTY-----_�,------
AA.
THE BEARING OF N 26.53'41 " E BEING THE BEARING
BETWEEN FOUND MONUMENTS AS SHOWN ON THAT
°' tzars CERTAIN RECORD OF SURVEY, WHICH WAS FILED FOR
RECORD IN BOOK 764 OF MAPS, AT PAGE 3, IN
�ALl�p4 SANTA CLARA COUNTY RECORDS, WAS TAKEN AS THE
OF
BASIS OF BEARINGS FOR THIS MAP.
FD. _3/4 I.P.
(a. u.)
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 1t.
FD. 3 4" I.P. OPEN
S 27' E 4.75'
(633 M 3)
\�2
o�-
$j
tt
p-
�. 0�
U -a
Z
S72'3 s E.
2,4 �o•
2,4 (11 fi'�• )�
5dO&' 1 �G3F. L=18 sod 1 '
NFD.
3/4" I.P.
(0. U.)
s
��� 4
s,� s
Oc,S All
5 22.0 3 s8.1
-- P E' rah
C� 71 5 10' {�.) cs+ cn
yfi4 h6 3 Sa
SFNF J/4' f
5 555 0
{D0C 22g4fi 4.
A=22.23'22" o
R=155. '
,(4 _
�7-aa615' 6.33 w,1
t�'72.933 76.
� za,
AP0�12' 571 59�2 �RI _ � ",
& PR �8�• ��z6 I� a
W, — 4.
31'04'32"
1 R=155.00
L=84.07' O
�50 � 'j �'� F • /
1 �
GR055 R� u �
]0' P.U.E. � , � �-
(DOC. NO. 22946550 O.R.) ;�
�h h�Q 4O
STREET DEDICATION
,50C. NO. 22946551 O.R.)
THIS SURVEY IS BEING PREPARED TO SET SURVEY
MONUMENTS. P.L.S.A. 8762(b)(1-5).
LEGEND
ALL DISTANCES AND DIMENSIONS ARE
IN FEET & DECIMALS THEREOF
THE AREA WITHIN THE SURVEY BOUNDARY IS 0.85f ACRES
( } INDICATES RECORD INFORMATION WHICH
AGREES WITH MEASURED INFORMATION
C ] INDICATES RECORD INFORMATION IN
CONFLICT WITH MEASURED INFORMATION
• INDICATES FOUND IRON PIPE OR
AS NOTED
INDICATES SET 3/4" IRON PIPE
TAGGED L.S. 7078, UNLESS OTHERWISE NOTED.
- -
INDICATES CENTERLINE
INDICATES PROPERTY LINE
----- — --
SURVEY BOUNDARY
— — — — —
— EASEMENT LINE
P.U. E.
PUBLIC UTILITY EASEMENT
0. U.
ORIGIN UNKNOWN
(R)
RADIAL
S. F. N. F.
SEARCHED FOR, NOT FOUND
FD. 3 4" 1. P.
(W BR,4SS TAG-RCE 483)
(5
REFERENCES
FD. 3 4" I.P.
(
% 1
RECORD OF SURVEY (764 M
3)
TAGGED LS 766
(764 M 3)
(
) 2
RECORD OF SURVEY (226 M
42)
(
) 3
RECORD OF SURVEY (192 M
43)
(
) 4
LOT LINE ADJUSTMENT
(DOC. NO. 11760522 O.R.)
(
) 5
PRIVATE FIELD NOTES OF RAYMOND FISHER,
BOOK D, PAGE 17, ON FILE
WITH SANTA
CLARA COUNTY SURVEYOR.
STREET DEDICATION
(DOC. NO. 22946553 O.R.)
.b
S.F.N.F. 3 4" I.P.
(5)
/� FD. 3 4 " I.P.
O S 9 2 r v r / / �ba TAGGED i S 6766
(764 M 3)
C, '.�0 4
�a
2a �,
RECORD OF SURVEY
BEING A SURVEY OF THAT CERTAIN LOT LINE
ADJUSTMEMT WHICH WAS RECORDED
FEBRUARY 3, 1993, AS DOCUMENT NO.11760522,
IN OFFICIAL RECORDS OF THE COUNTY OF
SANTA CLARA, LYING ENTIRELY WITHIN
THE CITY OF CUPERTINO,
SANTA CLARA COUNTY, CALIFORNIA
SCALE 1 " = 30' AUGUST 2015
r�
Giuliani & Kull, Inc.
4880 Stevens Creek Blvd. Suite 205 San Jose, CA. 95129
(408) 615-4000 Fax (408) 615-4004
Auburn • San Jose s Oakdale
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COUNTY GRID NO.
79-' 18-- 65 & 95--18— 64 SHEET 1 OF 1