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't q <br /> 19 A <br /> . N W COUNTY UNE RECORD OE SURVEY <br /> . �iOa <br /> SACRAMENTO Co UNTY �f 0�y1 4k. DRY CREEK 01 <br /> .M1.. '" <br /> • ,, kl <br /> �C4 W W g �," � * z A PORT70N OP SEC77ONS 15 AND 22 <br /> '46 o , 1n " +t` + o - '�' 1�- a• log z <br /> W W w• io A�N W M) � 'Zy O �• N Q ,�j. Met a '� a in ^ n . ; �-� FD. REDWOOD POST ATT 5 N R V M D B Ub• • • • . • •SCALE: N1" 600' a' • W oI 0! O '�� N W n M N • a*o • Z �>� FENCE COR. (R2) > <br /> N • .t p O .r p ^ Mf wt- • • • ID z J,S W N .►7-'D 4►-p p p W w +f$ n � �j z N z 2 ' � Son Joaquin County,8 W h '�mgiAN . X10 .� <br /> • W• W WW h ,,� p N• 2 0 �I <br /> •p �, NOTE , SAN JOAQUIN COUNTY California <br /> r• . WWW ' Z SET WITNESS <br /> r a <br /> 2 � s� g �ao_ ��+ � h'>z CORNER'O1"E <br /> oo. p • • f! #o z N19.55'07`E 200.72' 50.00' FRoM COR. d s NOTE: SHEET 2 ©F 2 SHEETS <br /> woo ►v) 0co r)0 h+ 1. RECORD ANGLE PER (Rt) AND R.S. 10-7. ROTATED <br /> cn`°z �h;�a,'t�� z N1d•37'12"W 93.34' �� ��� 1.N.93075840 BEARING TO ESTABLISH UNE AND MATCH THIS BASIS OF <br /> H z O• N 36. 04' 37" E 275.69' �' BEARINGS. DECEMBER, 1994 <br /> SET WITNESS iv NH Z I.N.95012684 tS� <br /> S 01'20'35"E a CORNER 0! L PAR�E1. 2 N 34. 31' 50' E 170.99` <br /> 50.00' FROM CORNER � L3 Le.7L t 88.35 ACRES N 45' 31' 23" E 29.71' �r'O- <br /> W L4 L10 L17 . , ? DILLON & MURPHY <br /> L11 L1 17 Li N 68 27' 1 S E 147.65 FENCE ONFS3 <br /> Lis L19 LN. 93"5376 LINE "' °�• Consulting Civil Engineers <br /> N N L18 (?� N 68• 55' 28" E 429.41' �,Q2 <br /> • O 3 " SEC. 15 i SEC. 14 Engineering Planning Surveying <br /> o Z N 67 41 56 E 231.25 T.SN., R.eE, <br /> SEC. 16 a SEC. 15 SEC. LINE N 88� 20' 47"" E 5275.08' Lodi, COLI f <br /> N 88 20' 38 E 5274.9+1 (RI) <br /> 2637.54' <br /> FD. 1" LP. AT 2637.54' 1/4 SEC. COR. S£. 1 COR. AT FENCE COR. <br /> BASIS OF BEARINGS: <br /> SEC. COR. STAMPED SFW (Rt) SEC. 22 SEC. 2.3 <br /> LS 3166 (Rt) <br /> SEC. 21 SEG 27 T.5N., R.8E., T.5N., R•8E THE WEST SECI70N LINE OF THE N.W. 1/.4 OF SECTION 22, T.5N., R.8E., <br /> M.D.H. k M. M.D.B. At M. M.D.B. &M., BEARS N 0. 59' 16" W AS PER RECORD OF SURVEY, BOOK 19, <br /> w M.D.B. & M. SEC. UNE PAGE 55, SAN JOAQUIN COUNTY RECORDS_ ALL DISTANCES ON MAP <br /> M.D.B �c M. (L EX. 10' EASEMENT t ARE GROUND LEVEL DISTANCES. <br /> h CONTIENTAL TELEPHONE , j <br /> OF AMERICA 3808 O.R. 503 ,/4 SEC. UNE M ONY MEN TS SET: <br /> 'n FD. 1" LP. AT 1/4 SEC. COR. N <br /> z N N STAMPED LS 3166 R1) AND <br /> _ ai LN. 93065378 r� SACRAMENTO AND JOAQUIN CO. 3/4" X 30" IRON RODS CAPPED AND STAMPED R.C.E. 25,835 <br /> 'n UNE DRY CREEK BOOK 2 1 AND SHOWN 'THUS -<)--- UNLESS OTHERWISE NOTED. <br /> m N N PAGE 21A SAN JOAQUIN COUNTY N 88' OS' 09" E <br /> SURVEYOR'S RECORDS 2655.69 <br /> W PARCEL. FD. i" I.P. STAMPED LS 3166 �O <br /> .� 474.38 ACRES FENCE ON UNE UNE DRY CREEK BOOK 2 SACRAMENTO AND SAN JOAQUtN ca W ,� LEGEND: <br /> m N <br /> PAGE 21A SAM JOAQUIN COUNTY a <br /> �bl •_ SURVEYOR'S RECORDS .- <br /> SEC. UNE O I.N. 95012685 SEC. UNE (REFERENCE MONUMENT) N N <br /> c N l FX F ;. <br /> N t (T�'•j `^ SEC. LINE P.M. PARCEL MAP R.S. RECORD OF SURVEY <br /> FD. FOUND <br /> M. P. MAPS AND PLATS <br /> APPROX. C1 IRON PIN <br /> % EX. 200' P.G. Ir E. EASEMENT I.P. (R1) R.S. 19-55 <br /> BOOK 71-02-19 PAGE 698 3 MON. MONUMENT <br /> SACRAMENTO COUNTY RECORDS N Wo, O5`-09" E 2646:36' 0 SEC. SEC T7 ON <br /> (R2) R.S. 10-7 <br /> COR. CORNER (R3) R.S. 12-177 <br /> n u II (M) MEASURED DATA (R4) P.M. 8-44 <br /> N 88• o5' 09" E 28'55.69' J 1/4 SEC. LINE 1/4 SEC. COR. DETAIL A I.N. INSTRUMENT NUMBER + CALCULATED POINT <br /> f I z NOT TO SCALE S.J.CO. SAN JOAQUIN COUNTY <br /> FD. i" I.P. AT t/4 SEC. COR. CENTER OF SECTION --�--- •MONUMENT FD: AS NOTED <br /> STAMPED LS 3166 (R1) AND 2'i APPROX. APPROXIMATELY <br /> SACRAMENTO AND SAN JOAQUIN CO. m <br /> UNE DRY CREEK BOOK 2PAGE 21A CO. COUNTY <br /> UIN COUNTY <br /> SSURVEYOR'SAN <br /> R COORDSISEE DETAIL "A" <br /> W EX. 30 EASEMENT FOR ROADWAY LINE DATA <br /> w M I PURPOSES FOR WORES6 AND EGRESS <br /> PER 2580 O.R. 509 AND I.N. 93065376 + <br /> LIN' r <br /> NO. <br /> BEARING DISTANCE <br /> Raw40 <br /> N <br /> 88` 14' 18" E 2655.34' I <br /> ciOv N Ll N 55' 19' S6" E 117.75' <br /> FENCE ON UNE L2 N 59' 13' 43" E 123.44' <br /> WW <br /> 1/4 1/4 L3 N 88' 15' 19" E 193.63' <br /> 4 1/4 1/4 SEC. USEC. UNE NE SEC. COR. L4 N 65''07' 22" E 60.92' f NOTE: ALL RECORDS ARE OF SAN JOAQUIN OR SACRAMENTO <br /> 1/4 1/ <br /> L5 N 48' 22' 09" E 187.19' COUNTY. BOOK PRECEDES PAGE ALL DISTANCES ARE MEASURED <br /> SEC. COR. L6 N 84' 01' 56" E 32-58' <br /> C4 N � J? CALCULATED FROM MEASURED UNLESS OTHERWISE NOTED. <br /> _ L7 S 68` S7' 19" E 16.45' <br /> FD. 8" X e" POST L8 S 44' 33' 37" E 84.13' <br /> w wj W/NAIL DRIVEN L9 S 59. 42' 15" E 116.68' <br /> IN 70P AT L10 N 72' 24' 04" E 28.70' <br /> �► SEC. COR. L11 S 45` 32' 37' E 45.85' <br /> (R ' 5 <br /> 3) CALLS FOR L12 S 32' 472" E 34.83' <br /> SEC. 21 SEC. 22 1/4 SEC. COR. 10" DIA. POST SEC. 22 t SEC: 23 L13 S 38. 49' 30' 1 64M' <br /> Lt 4 S 37' 09' 30" E 68.01' <br /> FD. 1" I.P., AT t 415 S 430 46' <br /> 27' 6'49" E 61-11' <br /> SEC. COR. STAMPED ` 2655,00 n <br /> LS 3166 (R1) 2655.01' �' SEC. 271 ` o° SEC. 26 L17 S 28. 22' 49" E 63.42' <br /> L18 S 16. 04' 43' E 80.14' <br /> �► E 5310.01' T.SN., R. � T.SN., R.BE., " , <br /> N 88. 23' 23" SEC. UNE M.D.& � M. a M M.D.B. do M. L19 `S 25 43 50 E 50.77 <br /> SEC. 28 SEC. 27 3 L20 S 85. 27' 42" E 838.13' <br /> FENCE ON UNE . L21 N 70. 37' 28" E 190.54' <br /> SEC..UNE " g L22 S 81. 31' 54" E 347.98' <br /> L2 <br /> FD. 15" DIA. REOWOOD POS 4 N 70' 291 48p E 447.02' <br /> AT SEC. COR. (R3)(R4) <br /> SEC. 27 lx SEC. 26 <br /> SEC. 34 SEC. 35 <br />