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Found <br /> Fa. 2"x 2" hub & tack Position determined by proportionate measurement <br /> 2x2 hub over 2"1.Pipe <br /> in intersection. Sec.Cor, as per Map of Peters — Vol. 3, Pg. 9, Sec.Car. <br /> Set Set nail el nail 25— 30 <br /> 2 6 2 5 / 4 Cor Maps a Plats, S. J. Co. Records _----- <br /> —--------.._ ._.. --- S. 88 3 8 5 7 W.. 2 61 .0 <br /> S. 88° 09 0�� _,'� 700.00' 70 .00' I 440,00' 31 Foun <br /> 2633,85' <br /> 0 776.0 - d, <br /> � - 1 I/4 Iron �"pe (� <br /> 35 36 ' v <br /> Set I"!.Pipe w/►ag L.S. 2932 Set /"3Pipe w/tag L.S. 2932 F.S. 14-77 <br /> 36 "long v►� <br /> 36"long 9 <br /> U �n BASIS OF BEARINGS <br /> o ; The bearing NOI*2 2'34"W for the East Line of (� <br /> T Section 36, T. 2 N., R. 8 E.,M. 0.8.. a M., as per Filed Survey <br /> X <br /> X 1: <br /> w w Vol. 14, Fbge 77, S.J Co. Records, <br /> = � <br /> c— <br /> � �c <br /> '0 0 <br /> cm <br /> TRACT "A" <br /> TRACT TRACT "C" L F. S = Filed Survey <br /> 22.27 Ac. 3 20.09 Ac. .20^09 Ac. <br /> 3 <br /> LO <br /> o v SURVEYORS CERTIFICATE <br /> 9 N N L N <br /> oa cw o N N o This map correctly represents a survey made <br /> a Z z z by me or under my direction in conformance with <br /> the requirements of the Land Surveyors' Act <br /> at the request of John Solari in June, 1970. <br /> o� <br /> Cr <br /> t'; r <br /> 3d 36 PETER 0 L.S. 2932 <br /> o� <br /> m <br /> m <br /> I N <br /> - i 700.00 ' 700.00' ' <br /> 776.08' //� <br /> C) -- " N. 880 38 57" <br /> E. 2176.08 '� Set I"x 36" steel reinforcing bar COUNTY SURVEYORS CERTIFICATE <br /> Q � Set 1"x 36" steel reinforcing bar ,/1,,� w/tag L.S. 2932 <br /> w/tog L.S. 293?_ This map hos been examined for conformance <br /> (Y co b U with the requirSments of the Land Surveyors' <br /> Act this Ir6oday of d 1970. <br /> N N N N <br /> to <br /> T RA C T Orr 3 County Surveyor <br /> 3 w vt <br /> M caM <br /> N � 72. 55 Ac. <br /> Nr N <br /> N <br /> o <br /> O Z <br /> Z cri Set 1" rebar RECORDERS CERTIFICATE <br /> = Set 3/4"x 36"long _ , 36"long w/fog <br /> /.Pips w/fag N. 880 37' 45 E. 1334.99 Filed this " day of �,� , 1970, <br /> I Tracts A F3, C d D Being a per tion cf the <br /> 4 4d I I I i l ' at/o o .m. in Book �d of Surveys at page , <br /> Londs of Srlori et.al. 321 ' O.R. 33 <br /> Uj ! I I I at the request of Peter J. Joos. <br /> I <br /> Fee:Qj <br /> i O County eRe corder v <br /> PORTION OF O <br /> 0 <br /> o TOWN OF', PETERS 3 00 <br /> original Vo/. .3 , Pg. 9 d <br /> °F"St. 80'wide <br /> Official Maps B P/ofs of N <br /> 0 <br /> Son ✓oaquin County , Cc/i f. z Set Irebar Set I"rebar 36"long RECORD OF SURVEY <br /> " � . <br /> 36"long w/fag \�' <br /> 40 4C N. 88° 37 45w/tog"E. 1281.71 ` <br /> I Found OF <br /> 1281.72' _ `� 1 1/4', Iron Pipe <br /> 1334 99' <br /> N. 88° 37� 45��E. 2616.71' <br /> former track S. a C. R. R. F.S. 14 —77 A PORTION OF THE NE 1/4 OF <br /> tilSet 1"x 18" steel pin in centerline of former track t0 <br /> h of Stockton and Copperopoli5 Ro%lroad. (See Found monuments as described N SECTION 3�J T. N. R. 8 E. M. LJ. M. <br /> �) Bonk 9 of Surveys, Page !12 .J in Book 14 of Surveys, Page 77. O Sec: Cor. Fd. ?.x2 hub , <br /> iZ over Bolt a Washer O <br /> °p N SAN JOAQUIN COUNTY, CALIFORNIAt1 <br /> Fd. county monument - v <br /> in intersection. Sec. Cor. NI T. 2 N., R.8 E. 36 ' 31 T. 2 N., R. 9 E. u� <br /> Ed.eolta la.l3 SCALE: ! 200 JUNE 1970 <br /> 3 5 3 6 AA wasne►� 2 61 7.4 6' COPPEROPOL/S ROAD --- <br /> 2 17-1 C 2674. 39 N. 89 C�8 36 E. 5291.85 T. I N., R. E. I I 6 T. I N., R. E. <br /> PETER J. JOGS -- LICENSED SURVEYOR <br /> SAN ANSELMO GAL IFORNIA <br />