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RECORD OF SURVEY 23-162
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VOL 23 001-200
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RECORD OF SURVEY 23-162
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UNIT N0. 1 CORRAL HOLLOW 30 ' 30' RECORD OF SURVEY <br /> Maps a Plats , Vol. 20 Pg. 2 <br /> S. J. Co. Records PORTION OF THE E . 1 /2 OF SECTION 311 <br /> T.2S . R. 5E . , M . D . B . & M . SAN J 0 A 0 U I N <br /> 30 29 COUNTY , CALIFORNIA m <br /> 31 32 <br /> M MI D W AY D R I V E BASIS OF BEARINGS ', <br /> S.89°46,W.- S.89046'W. <br /> o 00,400. 00 - i The bearing N. 89046 ' E. for the centerline of <br /> M s.89 46 W. � <br /> Fd. 3/4" Iron pipe per (A) M .001, Midway Drive as per UNIT NO. I CORRAL HOLLOW <br /> O <br /> 25.00 I --�� OPO p Maps & Plats , Vo1 .20, Pg. 2 , S . J Co. Records <br /> Fd. tlo4�1ncI 98.00 25.00 <br /> Fd.3/4" Iron pin.. ��%P``�� MONUMENTS SET <br /> I <br /> iF�C, Iron pins 3/4 r in diameter, 30° long with brass <br /> 1 �E, �QP�� to attached and stomped R.C. E . 14 901 shown thus: <br /> 1 v� i 9 P , <br /> w 3 1 0 . R. 1132 - 246 SGN 0/ <br /> a O <br /> 000 <br /> N 1 <br /> to 0 <br /> 0 . R. 1234 -451 <br /> a <br /> pPARCELrA• o � N <br /> - � <br /> ETT <br /> - <br /> SURVEYOR'S CERTIFICATEO ON 0.45 Acres No 00 Q MT VI <br /> ( to heavy lines) (o <br /> vi . <br /> z Co o a 1 0 <br /> ROAD This map correctly represents a survey made by <br /> N o X i me or under my direction in conformeiice with .the <br /> 3 a I requirements of the land surveyofs, act of °i`�he-•. <br /> 1 request of Mr. Don Cose in Nvve,mbeT, 19.7,2 <br /> o ,� I <br /> N o I MIDWAY <br /> 98.00 <br /> a DRIVE <br /> �' .. w. - • <br /> 4 ; <br /> Fd. Nokh,n9 N.89°46'E. = <br /> 1 Denz a C. Thompson - Civil En ''lt1e Ill •01 <br /> _ Fd.3/4Iron SEE PARCEL DETAIL P ., � int � <br /> l pin per (A) 3 <br /> 50.00 Ir- S.89046' W. 170.33 .. /� --• 149.67 J COUNTY SURVEYOR'S CERTIFICATE <br /> av /� S.89°46' W. 220.33 '�' S. 89046'W. m J <br /> Fd. 3/4 Iron <br /> Ma PARCEL ' B r pipe per (A) � z This map has been examined for conformance with <br /> a u? �to�h any si;ne5) 3 U) the requirejpents of the land surveyors" act <br /> cy 0 0 this da of �+ �• 19 T1. <br /> N PARCEL rC io N Fs <br /> 0.83 Acres _ N �` <br /> ( to heavy lines N o 0. R . 1912- 576 <br /> D. 8 D. Case z Char le o n g County S rveyor <br /> 0. R. 35 17- 155 s ; �� `" <br /> ( A 1 I rce 1 s ) <br /> J <br /> o Q RECORDER'S CERTIFICATE : <br /> Filed Survey Vol. 14, Pg. 41 123.00 245.33 J <br /> N .89°46'E . 368.33 N.89°4W E. <br /> S. J . Co. Records " �, / Filed this �._ day of 197E at ��'' <br /> _ Fd. 3/4 Iron . O <br /> Fd. 3/4 Iron., R V m <br /> pipe per (A)- 1 49 .67 R/ <br /> top bent- set Pipe per (A) m = GqT/O1V In Book .�3_, of Surveys at Page 1162 at <br /> p/ the request of Denz le C. Thompson. <br /> 3 <br /> o TRACT CANAL T.2S.R.5E. Feis,po <br /> 1,01 VALPICO ROAD 31 32 <br /> N <br /> Filed Survey Vol. 21 , Pg. 51 o <br /> S. J. Co. Records a) .z T.3S.R.5E George H . Chapman , Count Recorder <br /> LO <br /> m 0 . R. 1910- 213 <br /> V I C IN I T Y M A P by Deputy <br /> Scale 777= 600' <br /> / d- <br /> ,4EREB Y CERT/FV that this record of Survey REFERENCES ' <br /> of lo/-zcl cornpl/'es w lh The Pro v/s/ons of the <br /> 368 .33 149 .67 " c <br /> S.89046'W. S.89046 'W. cnJ Su6d1'V/sion 1"op ACI Chop Ter Z (corri1-t-7e/-7c/1-?9 (A) Filed Survey Vol . 21 , Pg. 51 <br /> -Fd. 3/4 IronSan Joaquin Co. Records <br />' pin per (A) <br /> with Section h F <br /> /i5O0) obrf 21 19/vision 4 of <br /> J <br /> the BcJ5/r7e5s and P�oTes5ron5 Code 4r>d a0y <br /> Q l (B) UNIT NO. I CORRAL HOLLOW , Maps A Plats , <br /> oc o1a/ol/'coble loco/ ordir7once er7ocfed pur5c/ae? Vol . 20 , Pg. 2 , S . J . Co. Records <br /> PARCEL DETAIL thera¢o. <br /> Scale : I"= 60 <br /> o (m) Measured <br /> 30' 30' t = <br /> S EC. 31 SEC. 32 <br /> T.2 S.R.5E. Fd.2X2 Hub 8 Tack at <br /> Sec. Corner per (A) Chor Wong, Courn11 ✓our v yor <br /> Sec . <br /> Line VALPICO ROAD DENZLE C. THOMPSON - CIVIL ENGINEER tV <br /> SEC. 6 SEC. 5 Tracy , California December 1972 <br /> Refer to TENTATIVE DIVISION OF LAND MAP N0. 73 - 98 US. R.5 E. M. D. B . & M . <br /> i <br /> 4 <br /> 4 <br /> It <br />
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