|
o SS�S9, S •C.
<br /> SFN
<br /> 'r " �s S E E S H E E T 3 F O R C O N T I N U A T I O N .
<br /> til w F-- w
<br /> a= u S 02'06'1U"E 4 .��,
<br /> t,, w 143.54 �2p., P.M. 13- 108
<br /> P.M. 6-43
<br /> a � \4, 0 S 89'32'30"E 1493.49' P530.03 °'cr a c O \��J �. -� i-- 2323.38' aw
<br /> I
<br /> `a`' ivIj - - - - - - 1470.64' —i -
<br /> cD
<br /> cD
<br /> /y ) n �cr a G� �/ — g - - - -- - 150' ± I
<br /> u r : Io- S 89'32 30"E nl 4324.05' t'---1/4 SECTION LINE '
<br /> we i �o / o S 89'32'30"E 22.85' �d—
<br /> f
<br /> d I
<br /> \9 ~
<br /> INcry ` '/ �' 84' WIDE ROAD RESERVATION EASEMENT �
<br /> 6y /i v /
<br /> �C Iz =w/ `v3 PER P.M.16-43 & INSTRUMENT NO. 89025740 APPROXIMATE LOCATION OFcr° rn
<br /> _ w
<br /> °� \J J 89'53'00'W� VIERRA to/
<br /> 15' EASEMENT RESERVATION
<br /> OVER EXISTING PIPELINErU-)i oI
<br /> �� - - - 267.-62' RQQ
<br /> - - - - -
<br /> `'o. TO SAND PONDS * * I 0 m cDi
<br /> �L 3 N 89'5300' W i �Q / / tI `wo o
<br /> 1 13.59' I //, I o r of
<br /> FOUND R.R. SPIKE VARIABLE WIDTH WIDENING OF , PARCEL 3 N N N W tnj
<br /> AT 1/4 CORNER / R/W OFFERED FOR DEDICATION 11f
<br /> N I o b) � i
<br /> TO BRING HARLAN ROAD R W '/ i cn coo 0o I
<br /> PER (D & F) / TO 84' / / 488.874 ACRES GROSS ,n
<br /> / /x � =3.298 ACRES ROAD DEDICATION 150' ±~{ N 0
<br /> ,� / ,�• ��� 485.576 ACRES NET N I FOUND 3/4" IRON
<br /> N� ^ I
<br /> DETAIL"Cr \ * / S 00'27'50"W 129.99'
<br /> ROD PER (F)_
<br /> NO SCALE CIO
<br /> �� FOUND 2" PIPE -
<br /> ,W 40 P.M.
<br /> O v c., �' // ''� I `_i 8- 154 Sp,
<br /> INSTRUMENT NO.� o /3 7 ''/ 7 b I I - .I
<br /> (3801 1 130 PORTION OF �/ r ,
<br /> — — — — — — — — — — — — — N
<br /> - - - - - - - - - -� - - - - - - -� I o �
<br /> O.R. 3193-587 to o/ o+ - - - - - - - - - -
<br /> 3�//. PROPOSED FOR �/ o /, I �,, w It
<br /> o
<br /> ADANDONMENT Z ^ o
<br /> o l
<br /> o gyp.
<br /> S f!9'19'W t / S 89'19'00"W 61 .43' I
<br /> p O�
<br /> 1189.6' + *- - Z, 988.1 ' i * / S )3,S 1 I I 0)
<br /> 79,+ to
<br /> 1� s �rE 11 I SEE DETAIL"D"
<br /> SftEET #4
<br /> I ^�
<br /> APPROXIMATE SECTION CORNER `�'�j 1 `3 q8' ��,�
<br /> Al I , � 40' WIDE P.G.&E. EASEMENT �� " 1C'- I
<br /> 4�ctix A �Z I INSTRUMENT N0. 8801 1 130 ;'`/ � I � / � � � IERRA ROAD
<br /> q i. �� DETAIL F" o, 3 I - - 1[35
<br /> - - T.1 S.,-R.6E. M.D.B.& M. O _ _
<br /> � �,�� 28 NO SCALE l� �n o 40' WIDE P.G.&E. EASEMENT -��/, X11 3 2 T•2S., R.6E. N (0 ,
<br /> ��'•' I� a O.R. 3193-587 PROPOSED 7 I ' SECTION LINE
<br /> r/, N ,�6� ;� 50.1' PARCEL 2 .
<br /> -4 Q I a bo FOR ABANDONMENT / I oo , 65
<br /> J, 19.555 ACRES NND ��•�
<br /> co U I '/ / 1 cl' I 0 F/�' 2I r' N \`SD
<br /> I`�ncp
<br /> W 0� 6.0 10' TELEPHONE
<br /> 6�� :,
<br /> ;012 ' pLINE EASEMENT �6
<br /> of O.R. 257-486
<br /> � o���
<br /> SEE DETAIL
<br /> SHEET #5 I 3 I �, SEE DETAIL " -OGP�c,i5J&' G�� ES��jJ�'�N�PS* 1 G�•'��
<br /> N►`� I %f/ SHEET #4
<br /> _ -_- _ co
<br /> N oP
<br /> 60 G
<br /> e SCALE: 1 n 400'
<br /> c, a
<br /> 0G� A9
<br /> 30.00' o S89_19-W 1189.6 ± v�
<br /> �.
<br /> N S 89'38'34"E R // S 89*
<br /> 819'00"W / � ' 11 R.S. 9- 107 63 53' S�J\G\�
<br /> ,1 5
<br /> - - - - - - - -� 63.40'(D) �.; sfo 26, \\�
<br /> -+ / c 5529
<br /> �I �
<br /> 102.3-± 1 c / I "
<br /> 1 °�/ �. � ' � '� I F o�N°—2�°� ,'0 `.�
<br /> I ��^� , � , � I PANES 85� 1o.,v� —��P,��°N Az PARCEL MAP
<br /> ��
<br /> � N g6� • 1 05 5,,0 SFN
<br /> I a �Op' RPN� 1 a5a 221 �p
<br /> CD � Al of G 20� / PORTIONS OF
<br /> r- I N R �
<br /> I I m II � NOR�GRE X1903 / �i � \X SECTIONS 34 & 3530.00' 1cD -' cn CON -� �F� T . 1 S , R . 6 E
<br /> X-1.769.1383 it I1��w N PP p
<br /> Y= 471,195.06 & SECTIONS & 3 T 2 S. I \, 6 E ./ M. D. B. & M
<br /> SFN P� ___i__
<br /> R_6938.00' �M
<br /> 6-220 ' 9g6\6' S �,. N "\G" CITY OF LATHROP , SAN JOAQUIN COUNTY
<br /> 59 / O ,
<br /> CH=S 8'09'34"E ` 1 43.93' ` — E CALIFORNIA,
<br /> 284.50' oP�
<br /> 2
<br /> 00cc R. W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS
<br /> �1—"7 C3 co STOCKTON, CALIFORNIA AUGUST, 1989
<br /> ' 1 Ln o * SEE NOTE 8, SHEET NO. 2
<br /> I co SHEET NO. 4 OF 5 SHEETS
<br /> �/ ZI 1/4 SECTION LINE AS
<br /> SHOWN ON R.S. 28-129 #5895
<br /> .,
<br />
|