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<br /> SEE DETAIL A
<br /> Agreed PropZrkuJ Lin¢, Vol. Cr PagrL t65,
<br /> ,� S.J•. Co. R¢corcLs. Ad just''ed by Compass Rul fo
<br /> s ••
<br /> 3O9?Tse Close ori Surv¢y¢.d %carr► and O%stance: 6etwe¢•n
<br /> 31s65S.E N.S4b°o%S9E• / t6rtcK Flood aA-e on eath end . Seed dm�ane¢SK•e0°o�. Q
<br /> 315 \ z�¢.� shown m parenOmM S . s S@.
<br /> #1 'J 136') N,6�°40 /
<br /> 68 �3.g" 34.57 ACRES BETWEEN PROPER TY LINE a CENTERLINE STATE ROUTE 4
<br /> ISIS S 4 8
<br /> t
<br /> 6188,q• 3� • E . ROUTE 4
<br /> - 3.76 ACRES WITHIN STATE R� '
<br /> _ 30' N.44°I8 os'E N • , 30.81 ACRES NET
<br /> ISIS*
<br /> b
<br /> 5°q'7 gd B o .
<br /> �' 38?. . • K.Sg g N
<br /> `` — -•-,.
<br /> Set3S T8 131,+q 36315 E. N.Si'OmSOrL'. N. °oar16"E.
<br /> r•Pin r.
<br /> S 51e 4g 4 ) /363�, BCe.lo (535 8'11.16 or
<br /> 3L$Q•� h1,8 e „
<br /> re4��°S'fr°m pt.4.g S STq I Z9 98' w. Set r t81.3ta ZZ-39' �8-to') H ° in
<br /> Go° c'
<br /> ¢f T.P• TF 9.is •f P�v.9.�{�pao ° ,� o 1
<br /> i9 4g.�3,�n S Zq°li•1v. row P+•SZ t4-svvi'�ew. r Sc3 err a+ P+.S3 �< <o'ta., ISsB.
<br /> hb 1 , 9 5 0 4'6
<br /> �►� p d tq"1.43 22 hr.
<br /> c' ;, f•1•p HIGHWAY302 S 6
<br /> A391 """"""R..." ��m ta N.
<br /> C 3?f r,P,'� S e ,� f I. p,h S.5 s3 SiA. Sq•3
<br /> Y �� fro.y P{ {9yy 'L3'8.L' �n,m9 �� 30 ROUTE ROUTE 4 `♦ Se} .. '"°•, 30' ISrC.g�?o'E
<br /> Fd. R•R, f• $0 p . rr 1 o h N
<br /> P ThiS course Shown a5 S.35 oo'W. r'p�
<br /> pQ,r deed bSAS
<br /> etmved t•o b2 %n error- by to f►vey3 t?. 3b' •.i•- '1.8.` S
<br /> Surue as S•4s°oe W. before, rotation. Rasulf Pf• 5 55
<br /> rna
<br /> •Eeha,S extsttn9 auerrler►t more correctly.
<br /> P
<br /> 207. 77 ACRES TO CENTERLINE STATE ROUTE 4 Set in
<br /> . 8.1s'
<br /> _ from 'e�o
<br /> 3.74 ACRES WITHIN STATE ROUTE 4 W
<br /> '
<br /> ACRES NET IN LEASE AREA o 0
<br /> 204.03 SEE DETAIL C
<br /> S, o e �If►
<br /> i 6
<br /> � 4q 0
<br /> DETAIL C
<br /> 0
<br /> scale: I"=100,
<br /> 0 1012 O.R. 376
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<br /> �t -
<br /> ti
<br /> SEE DETAIL B
<br /> North Line: of F. S. 6`0-b G,561�
<br /> S. 4G° 45' W. 5311.t G'
<br /> i •
<br /> 2436 0. R. 78 set 1. em
<br /> 2101 0. R. 274
<br /> 1-1 110 wo'ss. N.43°tq'W• , '
<br /> 6, ss E, 11 QUATION OF BEARINGS so•oo
<br /> i .N 1 t ' E 485 98, ,� 'From Corner
<br /> V State Rou#' .4 bearkno's per. 8Q-ed , $ook. A r
<br /> N. (1-8 •
<br /> y to ©fir iJa,¢ds , Vol.3oZ., Page, 3g1 roka .d o°�4-'1.0''
<br /> equal s �roz%J bex�rings • OCT. 1970
<br /> " scale: I"= 300'
<br /> ,� �• ,; �, r� Tr2icc� Zo�,< bearings per 'deo-d 674 o.R.4Zl-
<br /> ual Sur a, bear,nto
<br /> O
<br /> w z ;' 'I:
<br /> l w. 1'148.60
<br /> _ Vi tza Survz y vo%. 6 PagQ, 2R3 bearvmbs
<br /> c3 "5311.tto" '� ro+ai-z C 't.�-,,�, equal surueg bearings
<br /> t4.w. Cor.
<br /> 4-•6 45,F_ Ss-14.s'
<br /> ', Cd. Noth��oJ � I w•u Z
<br /> I •q, ¢. �.� COUR E BEARING DISTANCE RECORD , OF SURVEY MAP
<br /> o SAI o ° g e " OF A PORTION OF DREXLER TRACT, BEING ALSO
<br /> r ` �''�� to 1;,°.__ ro 4't - 4, N. 64°04 1oME. 390.56, PORTIONS OF SECTIONS 29,30,31, 32 T.I N.,R.5E.,
<br /> ��e9 ++90; r°4°o¢,� 48- 4 N 53 4A,-LoE,. 511. oo SECTIONS 25a 36 T.I N.,R.4E., SECTIONS 5 &6
<br /> o UN• 1 3 to,, AA -s N. 69° 49 10`E• 5$8.00' T.i S.,R.5 E., M.D.B.aM., SAN JOAQUIN COUNTY, CALIF.
<br /> u1)4 Ig' -Lee-, Sa 1.00' FOR
<br /> J► �) d 3 S¢ 51 S N. 56°04'-Lo`E. 63t.So' O
<br /> s _ f R, THE ESTATE OF JEAN A. MACCALLUM (O
<br /> S` Ir 51-e, M. 4$° t9'1A•1£.. 447..00' _ V
<br /> r +�•'�' f�'�'� pf. 11-7 S3-5 N. Oso 34'Lo.,E. 845.50fa
<br /> ' 1
<br /> c' r
<br /> 3 a Z EL_ s N• S4°a4•L.o'&.. Is 6.4.1'
<br /> j WONG ENGINEERS C\j
<br /> oETAIL- B DETAIL .A O ' CIVIL ENGINEERING CONSULTANTS
<br /> scale: I"-100' scale: 1"-_100
<br /> SHEET 7 OF 8
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