Loading...
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 APN: 342--22-- 099,100,101 COUNTY GRID NO. 79-' 18-- 65 & 95--18— 64 SHEET 1 OF 1