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two <br /> l C S <br /> NOMS SUBOMS10NS OAQUIN COUNT' <br /> 1. ALC DISTANCES ARL: MEA$UR£0 UNLESS OTHERWISE NDlEO. 1 N=2197982.580L A NORMA I UNff NOm <br /> 2., A 161 PUBLIC UT/UIY E;4Scmar nos BEEN 0064TED =6339�fl7.817 <br /> ALONG ALL SIREEIS AS SHOWN ON THIS MAP. <br /> N•=219133.249 . <br /> .1 . SET A 5.3 WITNESS CORNER. ON LOT UNE PROJECTION �4 BEING A PORI7ON OF .LOIS 85 & 86 AS SHOWN ON INE <br /> „ ,� �X6339002.830 <br /> FOR Lor CORNERS fACING A ROADWAY. (CHMED + W OF LA MOR" UNIT NO. ,3 RLED 1N BOOK 2 OF <br /> IN CONCRETE SIDEWALK.) AWS AND PLATS AT PAGE 114, 5AN joAouiN COUNTY <br /> 4. EACH LOr 5/1ALL BE DESIGNED, GRADED, ANO MAINTAINED TO RECORDS, AND LYING 1N A, POR77ON OF SEC77ONS 11 & 12, <br /> A wAor PROPER DR41hl W WIINOUr CAUSING SOIL EROSION r N., R. 6 M. O. cit , <br /> OR DRAINING ONTO ADJACENT P"ERrr ALL LOTS ARE TD <br /> & fTcU'M REAR To fRONr umEss orhuw/sE sHowN C11Y OF SrOCKTON, <br /> .5. MI MAP REFERS Tn APPROVED TENTA7Af W TM 18-88. SAN JOAQUIN COUNTY. CAUFORNL4 <br /> ALL �f ERf:IIVCEs ARE TO sew Jaa4uINI!-14.JN`w`!'I/4L�. ENGINEERS <br /> COUNTY.RECORDS AND BOOK OR VOLUME <br /> PRLC£D£S PAGE NUMBER. <br /> A DlYlalOJ11 OF 77-E XE11H COMPANIES <br /> 7. BY THIS NOT& ACCESS RIGHTS TO CORNER LOIS ARE RESTRIC7ED <br /> .IN CONfORMANCE' WITH CITY OF SIOCKTON SU80NISION DESIGN 1016 12th 51REEr A40DEVO, CALIFORNIA <br /> STANaWDS DRAWING NGS 6, CONMUR417ON. fURTHER, THE DEVELOPER JANUARY, 2000 <br /> OF THE SUBDMSION SNAIL SELECT THE STREETS ABUTTING 17•IE CORNER <br /> LOIS UPON WNCH ACCESS IS TO BE PROVIDED AND ACCESS IS HEREBY <br /> RESTRFCIED ON ALL OTHER fRONTAGES. E SHEET 5SE <br /> SAKE fit 60' <br /> " 18AB <br /> 0 <br /> LD1' 1r�fi � � - Lor SF <br /> 106 60L <br /> 33. 18 AC. <br /> 14T 6000 <br /> Q....._ S 89°494,7" E .300.00' a J 109 6000 <br /> -...: <br /> - 60.00, 6,0.00' 60.00, 60.00' 60.00' � 11 6100 _ <br /> f 111 640 , <br /> ,112 6000 <br /> ` Sc� 113 6000 <br /> SEE . L ! 2 $ r. 114 6000 <br /> 115 6000 <br /> 11 ) 3112 113`8114o $ 1150$ � Ips too 01 <br /> i <br /> $ - _ 101PUE T _ <br /> a 6000'. 60.001 60.00'— 6fi 00' 60.00' � <br /> N"89°48'47" W 3$2:00' ~'' <br /> ... N 89'48'47" W 1217.66' 1 <br /> 430.00 _.... 205.00 -.. ... <br /> TEAYAUWE <br /> N 8904847" W 587.00' <br /> _61.00 &000 60.00_l . _ OD _ +60..00 _ <br /> SEE SHEET 5 <br /> 110 0 $ 109 ` $ 108 $ 10�' 106 A 05 104 o. f 102 o r 29 <br /> SECTION 11 S£CWN 12 <br /> 610:001 y .......FO. AAO ACCEPTED <br /> 62A96' 50.99 60.00 50.00' 60 00' 60 oft, - 1" 1.P., TAGGED R C,E. 1014 <br /> .- N $9°48'41" W 2053.50`(M)(R1xR2}('R3) SECTION UNE .......: <br /> SEGrION 14 SECTION 13 <br /> SECTION CORNER• t <br /> fI7: ANO.ACCEPTLD I <br /> 3/4" /Rohl PIPE <br /> rAGGEO R.C.E. 8189 <br /> (R 1)(R2) <br /> 1 <br /> P.' VOCKTON 12151210 MAPS LAMORADA7-FM6.dw 07 19 2000 06:37 0.0. -SvgUT NO. 28 S�� G V V <br /> 1 1 1 � g / / , <br />