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I <br /> BASIS OF BEARINGS <br /> The North line of the S.E. 1/4 of Sec. 10 <br /> which line bears N. 89021' W. as per 0 <br /> F.S. 20- 107 <br /> MORADA LANE SCALE : I"= 300 ' <br /> MONUMENTS SET <br /> Fa. s-�o¢.t VC»'-qpost- FS. 20-107 Iron pins 3/4° diameter x 30" long tagged { <br /> �' o��� nra post remains R.C.E. 14269 at points shown thus ---00— <br /> VA-Sep,cor. pe'r Pref a) UnIeSS otherwise noted <br /> f �.�• Se.c•k-orLna <br /> A II records used are San Jooquln <br /> T <br /> a. sq°'Li' w. 'L6sT.00' REFERENCES <br /> 15d' °o"ib M° 1. County Records unless otherwise noted. <br /> F.S. denotes Filed Survey , M.a P. denotes Official <br /> Maps & Plats , 0.R. denotes Off icia I Records, A <br /> W denotes Book A of Deeds. Volume preceeds page. <br /> Q SURVEYOR'S CERTIFICATE ! <br /> CD J __ This map correctly represents o survey mode <br /> CD(j by me or under my direction In conformance <br /> THE N. 96 ACRES OF THE S.E. 1/4 <br /> OF SEC. 10 , 96.586 AC. BY THIS with the requirements of the Land Surveyors' <br /> SURVEY 10 SEC. LINE. ir°: Act at the request of Western Apostolic Bible <br /> N <br /> a 4 p <br /> 0%9 College In Nov. 1973 t�FEss!' .I <br /> IVAd <br /> +p n <br /> C. ChaIrce Won4' , R. C.E. 'i X69 <br /> r �. rz s ` <br /> o � <br /> N o ay' COUNTY SURVEYORS CE'RTIFIPP, <br /> Ci <br /> ' This mop hos been examined for ormance <br /> d <br /> C <br /> J <br /> with the requirements of the Land Surveyors <br /> 0 <br /> ' Act this _?1--OJdoy of st/w e • 197-4. <br /> N. $9 W 3311 W. 'LG4r-R•0 O d <br /> "LG'L4-•64' N i <br /> I <br /> I <br /> ti <br /> r- <br /> c~n r; in County SAjrjKeyor <br /> W ' <br /> THE S. 64 ACRES OF THE S.E . 1/4 <br /> OF SEC. 10 ,, 64.391 AC. BY THISo o RECORDER'S CERTIFICATE <br /> SURVEY TO SECTION LINES. � <br /> 61 294 Ac Net o z Fl led this 3 G day of 4R N <br /> tio l , <br /> 1462 Q.R. 489 X02 ° , ,,,K N.89°°5'�s"w.\ 1974 , OtT�-6-ftm. In Book A5 Of Surveys at <br /> w s $y 40 704 W i <br /> o 8456 4.R 93 m ��S 3q' 10 s o 11 page ° of the request of C . Chance Wong <br /> of N.99°os'rs"w. ° <br /> o z+-00 Se1ow o g <br /> 'ts.oq.' Sec. tin¢ N z �Soinon, r <br /> u �+ <br /> Bar u Joaquin Cour► -y s.t5°4o'4-4-'w. � 2 N. 84°os'ts•,w. -+-6�-4.i5' - - <br /> "�� . 3464 0.R 262 ►zs. <br /> 3q. ""� � � 15 .0 14 <br /> ir/ 'L01.6017 $. M. <br /> N. 09°os'Is" W. �56G.Z1 N. gq°os,ts"w. T.21J. unty ��eOr er 0e ty <br /> s�0.00• Fees �SZa <br /> �.-. ."��'"-a -�• _ �- 10 ( - <br /> MOSHER SS OUCH *Lr.".'�s' <M. F,• rcf. c) IS 4 <br /> tir City Fd. Cou"*uJ t 1"= 100' <br /> .n box VA. s". ComonVrr►tnr RECORD OF SURVEY MAP <br /> HUDSON ORw� 11 t1 <br /> v W Cla`y W O GJ�OGKTO�I `Nj 85 <br /> rr T <br /> OF A PORTION OF THE S. E. QUARTER OF SEC. 10, <br /> 9 � `,Nd oy o° T. 2 N., R. 6 E., M.D.B. 8 M. , SAN JOAQUIN COUNTY <br /> 19 'U�1 <br /> PARK NORTH UNIT NO. 2 a o 0 <br /> 0 <br /> M. 8P. 20-49N N.89°o5' s"w z REFERENCES FOR WESTERN APOSTOLIC <br /> . <br /> N.e9005'15"w. r56bT�' 14.00' N.ea°os is"w. sze.00' (ref. a ) F. S. 20-107 BIBLE COLLEGE <br /> ( refbM8 P20-49PARK NORTH UNIT NO2 <br /> . ) M. P. , . 1 <br /> Co r�.sg°os'�s"`". _ '`a-�.�5' 1"= 30' ( ref. C ) 3464 O.R. 262 WONG ENGINEERS <br /> 114 . <br /> in v EQUATION OF BEARINGS = Rofatz moslnct' slov9trc 6Q;-ot- nqs <br /> C 3464 o.R. 16z.) o°z.tr 09" clockwise, to 0b+810 CIVIL ENGINEERING CONSULTANTS <br /> , suc-vzG 3 bctac-OT . <br /> Cra,F. b� I =100 <br />