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TA <br /> RECORD OF SUR VEY <br /> - SECTION LINE GRAVEL ROAD � D.N. 2002--158252 <br /> OF A POR TION OF THE SOU TH <br /> 112 OF SECTION 26, <br /> 1/4 SEC. 1/4 SEG. LINE <br /> CORNER MD*B* <br /> Q,,'19.3' N 88' 30' 03" E 2662.66' T.5 N., R.8 E., CSG Mot <br /> 1/4 SEC. LINE _-_ ___.-_ 018.4 <br /> ­­ I _4 <br /> ( SAN JOAQUIN COUNTY, <br /> � I 2632.66 <br /> ;r, I 27 � 17.2't CALIFORNIA <br /> 30 -EX. FENCE SHEET 2 OF 2 SHEETS <br /> I I <br /> I.N. 01118117 OCTOBER, 2004 <br /> NI N <br /> DILLON & MURPHY <br /> EX. FENCE 2.3'� --___- � <br /> CONSULTING CIVIL ENGINEERS <br /> ENGINEERING • PLANNING • SURVEYING <br /> LO 30' INGRESS EGRESS <br /> Ln b ESM'T PER R5) <br /> DETAIL "C" o z <br /> NOT TO SCALE z BASIS OF _BEARINGS. <br /> I V — THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WEST LINE OF SECTION <br /> D ETAI L "A" 26 WHICH HAS AN ASSUMED BEARING OF N 00' 59' 37" W. <br /> NOT TO SCALE <br /> MONUMENTS SET: <br /> 3/4" X 30" IRON ROD WITH CAP, STAMPED LS 7269 <br /> AND SHOWN THUS -0-- UNLESS OTHERWISE NOTED. <br /> SECTION LINE <br /> Kr 30' INGRESS AND - <br /> © <br /> D.N. SS 2002-5 <br /> N. 58251 " <br /> of <br /> New <br /> cro � cn0 <br /> r- 1 ry N <br /> CO <br /> N SEC. 27 SEC. 26 <br /> _- SEC. 26 SEDC. 25 , <br /> It- " <br /> SEC. LINE <br /> A 0) <br /> 25' ACCESS `n � °' <br /> 0 ESM'T PER (R6) 0.5 -- --LO <br /> co <br /> i0 � --' SEC. 35 SEC. 36 z 0 <br /> < FD. NAIL AND SHINER <br /> SEC. 34 SEC. 35 _ <br /> z w ON TOP OF 15" DIAMETER - 2' <br /> ri POST AT SEC;. COR. (R1) lq- <br /> _ ___- . .�._-SEE... NOTE.__1 <br /> NO 0 89°38'00" (R1) u'� BELOW -�� 30 2638.27 <br /> 89'40'00" (M) <br /> N 88' 44' 15 E <br /> 2668.27 <br /> 1/4 SEC. LINE. _ <br /> S08'29'44"E :�- SEC. LINE <br /> 12.2'± - 1/4 SEC. LINE ►` 15.54 <br /> r� <br /> ______�_ --- EX. FENCE <br /> 25' ACCESS .,_ <br /> CENTER OF ESM'T PER <br /> 25' ACCESS <br /> 25.8 ± -_-- <br /> 30 DRIVEWAY AND SEC. D.N. 2003-266068 ESM'T PER <br /> UTILITY EASEMENT D.N. 2003-266068 <br /> D.N. 2002-158251 <br /> DETAIL "B" 3/4" IRON PIPE (138) <br /> NOT TO SCALE LEGEND <br /> AC ACREAGE <br /> COR. CORNER SEC. 35 SEC. 36 <br /> FD. FOUND <br /> I.P. IRON PIPE DETAIL "D" <br /> REFERENCES M&P MAPS AND PLATS <br /> NOT TO SCALE <br /> R.S. RECORD OF SURVEY <br /> (R1) P.M. 8-44 P.M. PARCEL MAP SEC. 2 SEC. 1 <br /> R2 R.S. 33-49 SEC. SECTION NOTE 1 . PREVIOUS SURVEYS HAVE ACCEPTED A FENCE POST AS THE <br /> ( ) SFN SEARCHED FOUND NOTHING „ „ FD. S.J. CO. MON. IN SECTION CORNER. I AGREE WITH THE HISTORICAL ACCEPTANCE <br /> (R3) R.S. 19-55 REF. REFERENCE DETAIL E MON. WELL (NO REF) AT <br /> R4 R.S. 10-7 NOTED SEC. COR. OF THE FENCE POST AS THE SECTION CORNER. THE POST <br /> ( ) �-- FD. MONUMENT AS N NOT TO SCALE IS NO LONGER EXISTING AND THIS SURVEY SETS A <br /> (R5) D.N. 2002-158252 I.R. IRON ROD <br /> MONUMENT IN ITS PLACE. <br /> (R6) D.N. 2002-051399 D.N. DOCUMENT NUMBER <br /> (R7) R.S. 12-177 I.N. INSTRUMENT NUMBER <br /> (R8) R.S. 16-90 <br /> CH CHAINS AUTOCADFILE:0482/RE:GORU OF SURVEY <br />