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SGE DETAIL"g" -- � <br /> T.4 N.,R.9 E., M.D.B.& M. / c�l0,�,3')<R2> Fo �3R•�ss T.4 N.,R.9 E. M.D.B.& M. , <br /> SEC. 7 I 5)W. MOn/LIAIENT of RE6oR LAST <br /> 8 5 $9° IJ' f ¢" E 53 //.'49 ' I+'�4 SEc.(�,�Q SEC 8 SEC 9 OURh/G CoNL�NCNE /SAM coNsrRcic rioti/ <br /> 2673.72 �--- Z&j7.97' (IZ2) <br /> �+� 5ECTION CORNER CfiL CUCATED /3 y <br /> SEC. 18 \ / SEC. 17 _Cl/ <br /> (/327,7b)(RT.) INTERSECT/N6 NORTH AND LAST <br /> SECTION UNE ,EL. (-cR. SEC, 17 SEC, 1U SECTION L/n/E 5. <br /> 5EE DETAIL A FD NAIL SET IN <br /> °• <br /> PA ROL MA P <br /> CONCRETE (Rz) 7"UE OF "i9- <br /> CAAMAICNE ,� o f <br /> W N Fp fJR�95S PTS/ <br /> RE-s'�RVOIA CAP(4?2) o .33 WES 7 w <br /> $ 3 °F BEING A PORTION OF SECTIONS 17 & 2.0 <br /> FO CONCRETE N1oNUly&NT M N 6' N <br /> ti oWlrH 82A55 GAP (RZ) %A "r V:. <br /> " `f% T. 4 N. R. 9 E. , M. D. B. BC M., <br /> O N Q cv <br /> Z <br /> STATEf--IIGHWAY RIE NoSan Joaquin County, <br /> 20' 20 <br /> ' `2 - California <br /> ri:v <br /> �0'C,0�R2) � 0*41�I,,•E JANUARY, 1991 Scale: 1"=500' <br /> CEA1 Me OF SELr,'OAI89'/0'35"!.J S31B•ZZ M 13 3 G 114 hEG7iow COR.MEQ SHEET 2 OF 2 SHEETS <br /> /3 ti � Z_00 M , 4gcc. cow, ♦ sErrio�v LIME �� f Soo.4s'14"u/ J � 17�31 (2ro37. '1s ) (R2) DILLON ENGINEERING <br /> Io �25' IRREVOCABLE OFFER OF OEv/CATio,,l N %,P4SEC.Go R. ( � ')C5.TO �.J. CU[INrY `vas tit4oE aY 5 a9° Io' 0011E MConsulting Civil Engineers <br /> SEPARATEINSTRUMENT Z&o7.72 ' - — /3&6. 68 '�, N87°/o10o"u! �3Ze./7' ti. (1LLTIor���,. Engineering Planning Surveying <br /> 5 89� lo' oo" E 2 6 2�,z2' �-�'' _ _ — N Lodi, Cali forin o. <br /> 1328.17' <br /> PARCEL 1 37.6i' f4, �¢ SEG. Lai (209) 334-6613 <br /> W <br /> o \ <br /> o m <br /> p- 80.004 ACRES GROSS s °' DETAIL • 6'' <br /> 0 ^ , Q` o NOT To 'KALE <br /> In 0•(009 ACRES ROAD R/W ey N M ti <br /> 0 <br /> FD BRASS CAP '79.385 ACRES NET N W '� � <br /> BASIS OF BEARINGS: <br /> C-j ` <br /> A'f SFC. COR. (RI) M p M <br /> 56�•cog. :" THE CENTERUNE OF CORD ROAD BEARS N 00' 44' 33" E <br /> Z SECTION L/NE ,� o SEC 17 SEC, 16 PER P.M. 16-132, SAN JOAQUIN COUNTY RECORDS. <br /> SEC. 18 SEC. 17 l <br /> 2(,bz,46' 2662.31'(k1) <br /> l331.L3' F0 CORNER <br /> 1331.23• 1331.1 fo(Q1) -•...� �•-- 1331.15'(8 1) --.,, POST W17N ROTTED TOP <br /> ,4T SCC7710^1 co n!E R! <br /> ' R R MONUMENTS SET <br /> 2&0,5 . (07 /3(08, OZ' f ` F� R•R. SPIKE <br /> 210 25.107Al. 8*)00c5'20'' w. --� 10.10' FKoA4 SEC. CorzuER (RI) SET 3/4" DIA. X 30" IRON ROD TAGGED R.C.E. 25,835 <br /> SEC. 19 SEC. 20 bx�(R05 89° Oy' 20" E (R' M) SEC. 20 SEC. 21 (w� rlcss �,�.) AND SHOWN THUS <br /> PARCEL 2 <br /> T.4 N.,R.9 E., �,M.D.B.& M. ,So eon ACRES GROSS o"-' T..4 N.,R.9 E., M.D.B.& M. LEGEND <br /> M O.bo 1) ACRES ROAD R/W N <br /> 80. 000 ACRES NET M NOTE - ALL (R2) p/STANCES ARE GR/0 I fZ1) P.M. 16-132 <br /> M N v a` PARCEL 3 = 3,1 SED Oti/ TNF CALIF02N/A COOR/�1NAT� (R2) R.S. 12-80 ® FOUKID PK NAIL <br /> LU • •9 23 Do'(Ri)E�4 5 I of 1 % SEC.L 1�IE I <br /> M MEASURED <br /> /4 4 1(o 3,S I ACRES „ o= SYSTEM ZONC- 3. NiuL rIpL y (RZ)oisradc65 ) <br /> rn p M ON ORoPEQTti Ll.✓E FO <br /> '/ r ';� SHOW/ /3y 1. 000015254 TO O/3TAI^/ R&M RECORD AND MEASURED x SET PK NAIL <br /> Z h 8qo 0, Gi. 6c)' 10;04"1=. 0.,671 NoRrlf OFFEv�=o o GROUVD LEVEL D15TA�ICES,. t O.R. OFFICIAL REGOROS <br /> FENCE <br /> w I 04 E. 21067..7?• 1321, 1,5 POST COR.Flo o •e SFN SEARCHED FOUND <br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> 0° 5 ¢o°51'00"E o.2 0' - - � , <br /> PM 6-8 0 L- <br /> P.M. PARCEL MAP NOTHING <br /> 0 o FROM ,o�PDP, CD.P. (R�) � o <br /> PM 11-94 Q a 395 7i' S 89° 10' 11" E (R!) 1/¢,1/4 SFC. IIV,E N 5Ec7710N LINE FD FOUND <br /> " m IV) RS. RECORD OF SURVEY <br /> 3988 92' S 890 /0'04" E � • Foudo 314" I PLW Roo. <br /> Q o, - R/W RIGHT-OF-WAY CAPPEo 4 �TAMPEP <br /> Q - FO PK NAIL 0.'74 ,ciOUTHERLY of W " 19638 UnILE3S aTVE+e- <br /> `" 1 '" N N NOTE: ALL REC01?07 ARE OF -00NTY. OooK n107 eP. <br /> 'N N y¢ /4 coR1vER CRI) - <br /> �' P.?cCc Du PA6C. ALL D/.STAIIGES ARE ME.45111'EP <br /> n- N <br /> 2 <br /> 01 PM 16-132 Leh p2 CAC.CULAT CO FROM 0643,UREO 11NcE5y Or/f�h'►v/�� <br /> M N 201 0 0 NoTeJ, <br /> w - 1 Z :0 5E(- <br /> 7 <br /> U FO RAItROAro SPINE' � V1q SEC. CDR. <br /> M y SEC.L INE o Fn )3R,9 5S PL ATE �3 <br /> AT y,� CoRwfR CR I) �----17.4 SITE <br /> �; /�l CD�ICl2ETE (K'2 0 <br /> 1327.98' 389*11' 02" E. (R 1) °t 5'rA r-6 y/f y/,UAy RTE.No 12 <br /> ✓ SEC. 19 SEC. 20 1327.68 589 10 34 E. I /O to 5 W-0 /1 " 44",F <br /> zj <br /> SECTION UNE FD BRASS CAP N FD. BRf+55 PLATE 4.0' w o <br /> A CA MP 0 N 15.24' WEST OF FENCE CORNER ANU N IN COAI CRETE (R2) � H <br /> 2.00' SOUTH OF FENCE UNE SEC. ZD '� SEC. 21 FD 4�� y7 EEL R7ST A/OO° S5 /0$,1 E Q v ACAMPO ROAD v <br /> ROADN. 6°�"12'45" W. CR,) 52�9. 24'(lzr) 1N C©NCRET& <br /> Sec Ig sEc /7 VICINITY MAP <br /> SEC. 30 SEC. 29 SEC. 29 SEC. 28DETAIL A" NOT TO SCALE <br /> T.4 N.,R.9 E. M.D.B.& M. <br /> T.4 N.,R.9 E, M.D.B.& M. Nor ro Sc t.E <br />