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— <br />sA/ e -o. <br />C&,-. lee Sec. 36 — <br />99,QPp9t60 )� <br />r <br />I I I <br />II <br />A/ 88° 02' w <br />26.38.7 <br />• M <br />c\j <br />__. <br />(A) 2G� 3. �/' •' � ROSS/E/2 � ROAD � <br />• _ _ _ <br />(.41.So/. 0, <br />' <br />t1 <br />IIIo <br />.O� <br />O <br />O IIj° <br />� <br />� <br />I <br />i <br />�I <br />I <br />til <br />�I <br />Fndpovt �c%i/E- <br />�— <br />N8B°/3"29" w <br />washer Per 5..7 Co. <br />_ — ,� •. <br />Fie/d �c%t <br />— — <br />26.38.7 <br />• M <br />c\j <br />__. <br />(A) 2G� 3. �/' •' � ROSS/E/2 � ROAD � <br />• _ _ _ <br />(.41.So/. 0, <br />' <br />II <br />i <br />-.1 <br />Q <br />.O� <br />a <br />C: <br />C <br />0 <br />Q <br />0 <br />O <br />-) <br />C <br />v <br />to <br />dC 51/ ,p zo �6d <br />+e conveye <br />C""r?/Y TOr r•oocd <br />..• <br />• � i <br />Fnd 5 xS"n /8" <br />Concmonument/ <br />brass Cap <br />( <br />I� <br />II <br />o <br />U <br />D <br />I � <br />I 1 ^ <br />in <br />�la <br />I�+N <br />I <br />I \ <br />_ <br />5t9.P, Poi I r : .. - u 1R�- 2T.S5 C7, �5 `I 3�lQQ' - Fnd bo/fE washer <br />eS7 •• �•� ••• � .• i � �^ �' per S.J. G'o. Fie%'it/o fes <br />1 cv 20, I I ! Q ¢ 9 R, Foye S7 <br />11C 2? <br />c. 3.005 c. 4,009 Ac. r <br />l� <br />9/6 22 o <br />I •'.� ;, � '� ~ S"/rrigo>ion Eoserr�ent ' C � <br />•. 't o I i <br />10 Cana/ <br />–' - --- — ------------ ----- — — ----- _/vo /`�onumen i�ou�'�i�!, tj — — — — -- -- — — — — — Z6¢8• /� -- SX91—�ZB. � '— -- - �- - - —___ �A) i <br />- <br />C2'�E B8k 938.70(A) <br />Al. 98°22'40"N <br />. <br />ocJ" <br />I <br />j ! �1 <br />(i <br />'•" TIS,R9E TI.S,R.IO.E <br />-,14r C-0 se �36 -- —;__ _ jA)--__ �•,,•; 26s/2o' ; I I� Fnd 2" Iron Pipe,2'deep <br />c5.c%—i.�--�.,- • •� �.J J with SNike on Povernenf <br />AI -fes. <br />Fy <br />-T Secfiion Corner <br />49R, oe 60 I _ I I r <br />f <br />T2S, R9E T 2S, R IOE <br />RECORD OF SURVEY <br />PROPERTY OF JOHN & ZENNIA B. MEDINA <br />S 1/2 LOTS I & 2 , COLEY TRACT, PORTION OF <br />SE 1/4, SECTION 36 , TIS, R 9 E, M.D.B. 8, M. <br />San Joaquin County, California <br />SEPT. 1966 SCALE: 111=2001 <br />SURVEYOR'S CERTI FICATE <br />This map correctly represents a survey made by me or under my direction in <br />conformance with the requirements of the Land Surveyors' Act at the request of <br />John Medina in July , 1966. <br />_ �� __zee°z <br />/ J. E. HELLMER RCE 15158 <br />COUNTY SURVEYOR'S CERTIFICATE <br />This map has been examjned for conformance with the requirements of the <br />Land Surveyors' Act this_�n day of _,d./ _1966 <br />SAN JOAQUIN COUNTY SU EYOR <br />COUNTY RECORDER'S CERTIFICATE <br />Filed for record this ._day of 1966, at ^.M. in BooK <br />of Surveys at page ------at the request of J.E.HELLMER <br />Fee $ _ <br />SAN JOAQUIN COUNTY RECORDER <br />DEPUTY <br />NOTES & LEGEND <br />BASIS OF BEARING for this survey is the East line of Section 36, TIS, <br />R 9 E, as delineated on the Map of the Survey of the COLEY TRACT filed for <br />Record in Volume 4 of Maps and Plats at page 7, San Joaquin Co. Records, the <br />bearing of which is North. <br />--�— Set 3/4"x 30" reinforcing rods tagged RCE 15158. <br />Other points found or set as noted. <br />(A) Vol.4 of Maps and Plafs of page T <br />(B) San Joaquin County Field Notes 49 R, Page 57 <br />HERMES ENGINEERING & DEVELOPMENT CO., INC. <br />ENGINEERS <br />740 MAPLEWOOD DRIVE <br />DEVELOPERS <br />• LODI • CALIFORNIA <br />