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1004ak GPS 3217 SAN ANTONIO FD. 2--1/1" ALUMINUM DISK WITH CROSS, STAMPED "COUNTY OF SANTA CLARA, COUNTY SURVEYOR, SAN ANTONIO HPGN-D 1992" IN ALUMINUM WELL GPS CONTROL DIAGRAM XGP ETAIL NOT TO SCALE S 3000 T MAG NAIL &SHINER FLUSH IN AC RD, / GPS 3001 SET MAG NAIL & SHINER FLUSH IN AC RD, / GPS 3002 SET 5/8" REBAR WITH PUNCH, DN, 0.3' * GPS 3010 GAP FD. 2-1/2" ALUMINUM DISK WITH CROSS, STAMPED "COUNTY OF SANTA CLARA, COUNTY SURVEYOR, GAP HPGN-D 1992" IN ALUMINUM WELL GPS 3313 VASONA I--- - / 0.79' 0.30' to 1"i FD. 3/4" I.P. WITH - UNREADABLE PLUG do TACK, UP 0.3' IN OLD DETAIL FENCE L1NE TRACT NQ 6023 \ 397 MAPS 20 d 2J FD. 3/4" 1.P. WITH NAIL & TAG _"RCE 9895", DN. 0.9' B D (1/2" IRON BAR)@ ` LOT 6 rti O f., " asp TRACT NO 6634 riO'Pi`��/� 'po 15. 46J MAPS 3J .6 32 TFJ py` LOT 2 �O„9 0 d �ti 366-45-012 �+ LANDS OF LUC14ESSI \+ do \ DOS : NO 15565550 \,'\ FD. 3-1/2" BRASS DISK FLUSH IN 20" DIA. CONCRETE, STAMPED-CALIFORNIA DIVISION OF HIGHWAYS VASONA 1972" WITH TRIANGLE & PUNCH FD. OPEN 1 " 1. P. LEANING E'LY, UP 0.5 , -0.38' SHOT LEAN DID. x.4' 65 _1.\.� -FO.' .1 FD. OPEN 1" I.P. 43' LEANING E'LY, UP 0.5', / SHOT BOTTOM DN. 0.7 UO �-- FD. 4"x4" POST LEANING £ LY, DN. 0.3 , SHOT UO "A" LEAN DN. 1.5' line) NOT TO SCALE FD. OPEN 1 " I.P. LEANING E'LY, UP 0.5', SHOT LEAN DN. 1.4' B C D F (N 89.37'16" E 321.72)® t 320.98 SEE DETAIL 'A' I.P. PER SFNF 149.99 N 89'2242" W 470.97 FD. 3/4" I.P. WITH TAG & TACK "RCE 9895" DN. 0.2IN AC R A B D (1/2" IRON BAR) `/ BASIS OF BEARINGS HORIZONTAL COORDINATES WERE DERIVED FROM A FAST -STATIC GPS SURVEY HOLDING CALIFORNIA HIGH PRECISION GEODETIC NETWORK DENSIFICA TION (HPGN-0) POINTS "SAN ANTONIO- (3217) AND "GAP" (3010) TWO - DIMENSIONALLY IN A LEAST SQUARES ADJUSTMENT OF THE GPS DATA. POINT "VASONA" (3313) WAS OCCUPIED BUT NOT HELD IN THE ADJUSTMENT OF THE GPS DATA. THE VALUES HELD FOR THIS PROJECT ARE AS SHOWN ON THE NGS DATA SHEETS OBTAINED FROM THE NGS W£BSITE. HORIZONTAL DATUM IS NAD83, CALIFORNIA COORDIINATE SYSTEM, ZONE 3, EPOCH 2O07.0. ALL MEASURED BEARINGS AND DISTANCES ARE GRID. THE COMBINED GRID FACTOR FOR THIS PROJECT IS 0.999930546. MULTIPLY ALL GRID DISTANCES BY 1.000069459 TO OBTAIN GROUND LEVEL DISTANCES. 366-33-007 LAND 01: F-UYJ DOC. NO. 21J7592J �N RIS 236 M, 53 rN ss'o8, >N •y , 10 3 60- 6 " Z04. 8w r3�433 O W_ `� 3& �9 a 40' INGRESS/EGRESS H 3� 4 AND PUBLIC UTILITIES \ \ 4>b N B • �� C F DOC. NO. 21607047 \ \ air06.E Os PARCEL TWO \ 8 t lb FD. 3/4" I.P. WITH TAG ��,, 4, ° \ \ & TACK "RCE 9895" :\ sr• s s4 \ \ DN. 0.2' IN AC RD, B�® s8ly\ p��' .4p W \ \ (1/2" IRON BAR) C � 3001 9 4 c /�\ REGLIN MUTUAL WATER COMPANY 0 1, 5 .10 \ \ 10' WATER PIPE LINE(S) EASEMENT OS30�` '1 ^' \ 7380 O.R. 543, EXHIBIT E �� \ \ (PORTION TO BE ABANDONED) sj� � \ f s 89 , DOC NO. 216070V PARCEL TPR89 RECORD OF SURVEY LANDS OF CHAN BEING A PORTION OF PARCEL ONE AS SHOWN ON THE PARCEL MAP BK. 321 MAPS PG. 13, SANTA CLARA COUNTY RECORDS SECTION 27, T. 7 S., R. 2 W., M.D.M. LYING WITHIN THE CITY OF CUPERTINO SANTA CLARA COUNTY, CALIFORNIA SCALE: 1" = 40' JUNE 2012 CONSISTING OF ONE SHEET NOTES ALL MEASURED DISTANCES AND DIMENSIONS ARE SHOWN IN GRID FEET AND DECIMALS THEREOF. THIS MAP IS BEING FILED IN ACCORDANCE WITH SECTION 8762 OF THE PROFESSIONAL LAND SURVEYORS' ACT. E SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF LISA CHAN, MAY 2012. FD. 3/4" I.P. WITH TAG & TACK "RCE 9895" DN. 0.2' IN AC RD. A (1/2" IRON BAR)l C D G \ rN (�y es•3 0 $s- �o'oos � * 8 f . S 39o?k� 4kJp rrs� s i FD. 3/4" I.P. WITH WOOD PLUG & TAM0.2'IN AC RD. *� FD. OPEN 3/4" I.P., = LEANING S'LY, DN. 0.2 ; `C \ DOC NO, 21007592 h��� 366-46-001 SHOT LEAN DN 0 5' \ PART-L THRC0 LANDS f-)r HJn rk \ \ \ \ RCS 97' JLL 27 i 366-33-008 \ \ I LANDS O� CHAN \ \ DOC N0. 2J607047 \ \ PARCEL ONE \ \ SAN JOSE WATER COMPANY TOTAL GR� AREA = J.744 AC t \ \ \ \ DOC. NO. LINEDOC.EASEMENT WATER �ry w TOTAL NET AFEA = 1.619 AaIk W ti PM 321 JW. 13 ,O \ \5' WIRE FENCIk'(6p6a I.P. PER 8 C F ENCE_Po5Wo0rENGE ENF 9R KLW -2 221 )� 7 x x 1.72 TABLE OF POINT COORDINATE VALUES NAD83 EPOCH 2O07.0 CALIFORNIA COORDINATE SYSTEM - ZONE 3 POINT NO. NORTHING(FT.) EASTING(FT.) CONVERGENCE COMB. FACTOR 3000 1935261.304 6107267.713 -0' 57' 23.294" 0.999924762 3001 1934741.703 6107479.655 ---0' 57' 21.623" 0.999930090 3002 1934269.513 6107693.692 -0' 57' 19.941 " 0.999936786 * 3010 1920512.185 6089909.736 -0' 59' 32.900" 0.999,645232 * 3217 1947025.359 6101392.370 -0' 58' 09.300" 0.999940166 3313 1915821.793 6134904.428 --0' 53' 51.600" 0.999958014 * TWO-DIMENSIONAL POSITION HELD IN LEAST SQUARES ADJUSTMENT OF GPS DATA. a C F WIRE .. BARBER i9 3 r) A E �� D�Ja NUJ. 21DD7'S92 - 0 PARCEL ONE 366-46 04i • r�(f1n Ap LANDS 01�'-R10LE'R �N r15'� W I& ►'t' Af 7A � N 89'2242 " W 1082.17 icy OF vtavw A) , �. KRISTINA D. COMERER ---- P.L.S. 6766 DA TE: Jt, COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS ZA DAY OF �9u4 y5T , 2012. EmP ggm.�v � o 6780 DOC NO. 14173708 0. 65' 208.87 '29 `37a y 129 6)(E FD. OPEN1. . PARCEL TWO A C F B '4 ' � UP fl.5' A C E F �G 4 f 9.65 (419.68) C F FD. I" I.P. WITH NAIL (N 89.34' E 1082.68) C F &TAG "LS 823", LEANING OO S'LY, UP 0 3' SHOT LEAN FLUSH O LEGEND DOC-. NO. J4173708 * INDICATES FOUND HPGN-D STATION AS DESCRIBED PARCEL ONE A INDICATES SET POINT USED FOR GPS CONTROL • INDICATES FD. MONUMENT AS NOTED O INDICATES SET 1" I.P. WITH PLUG & TACK REFERENCE DATA STAMPED "LS 6766", UNLESS OTHERWISE NOTED INDICATES THE BOUNDARY OF LAND INCLUDED AO PM BK. 321 MAPS PG. 13 (V. LEE YARBOROUGH, MARCH 1973) WITHIN THIS SURVEY ® TRACT NO. 6634 BK. 461 MAPS PGS. 31 & 32 (JENNINGS- -x x- INDICATES FENCE LINE MCDERMOTT-HEISS, INC., MARCH 1979) - - - - INDICATES FORMER PARCEL LINE 0 R/S BK. 97 MAPS PG. 27 (P.W. McMILLAN, JULY 1958) - - NON-TRIVAL MEASURED GPS BASELINE DO R/S BK, 236 MAPS PG. 53 (RILEY & CUFFE, JANUARY 1968) - - - - - - EASEMENT LINE AS NOTED Q DOC. NO. 21607047 AO INDICATES REFERENCE DATA AS NOTED O DOC. NO. 14173708 SFNF SEARCHED FOR NOT FOUND © DOC. NO. 21007592 UO UNKNOWN ORGIN { ) INDICATES RECORD DATA N 89'2242" W 191.55 (N 89'34' E) A E G GWENDOLYN GEE, COUNTY SURVEYOR P.L.S. 6780 t.28 A C E F G FD. OPEN 1" I.P. IN BARBED WIRE FENCE LINE, UP 1.3' LEANING NE'LYLSHOT AT. LEAN, FLUSH A C E F G RECORDER'S STATEMENT FILED THIS DAY OF C43f 2012, AT .M. IN BOOK MU OF MAPS AT WE 04AT THE REQUEST OF CROSS LAND SURVEYING, INC. a �'! FILE REGINA ALCOMENDRAS, COUNTY RECORDER o� (� FEE BY az� ill �� , DEPUTY v 0 CROSS LAND SURVEYING, INC. ML 2210 AdT. PLEASANT ROAD SAN JOSE, CA 95148 mr (408) 274-7994 COUNTY GRID NO.: 96-19---62 APN: 366-33-008 PROJECT NO. 11-60 -7 7