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<br /> �- HARNEY LANE --
<br /> SECHARNEY LANE ' ��ti
<br /> TION LINE � U-) N87'22'20"E 871.42' � �'
<br /> • - to iN 89 21�24 E
<br /> I 59.22
<br /> 4'52'00 '851.41' 47.52`� L=17.10' R=201.37 n 11.
<br /> 70�'
<br /> EXISTING R.O.W.
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<br /> N85-21'1091W N87022'20"E N00'38'36"W �-
<br /> I _ N88'55'17"E 361.90' 79.20f 125.83' �'A� ___- 15.50' ( Q
<br /> 6► a 4.85' in
<br /> r� 262.09 99.80' �i - - - - - - I S 6'' / 1 Z
<br /> I w^ w^ ^ w S,, N8918 30 E 125.75 (13) � 1 �.
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<br /> N� N � � N �rr�j' � 59.5' 59.5' I 125.50 0 � I 100.25 1 N •Q
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<br /> I p w 25.49'(13) w N o N PARCEL 1 I I� o I ;n 1 U
<br /> PARCEL 2 �: „ 1.4681 AC. N I I I I PARCEL 14 0O LANE 1 0_ Z
<br /> Iw �`
<br /> 1 (0 N � 38.05' 0 0.954±AC. � -' `� z I E.P.U.E. PER (12) I-- oo 1 0.199±AC. "'
<br /> If- `n `�LO - o I 00 � z N00'38'36"W
<br /> W L coo N N N 89'18'16"E 268.09' t\ z 1 X I N I N (� ``'• 15.50'
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<br /> o c jI� o L=5.52 (13) 'n 152.77 248.65 1 c�i I U o Io �i ItiRs• I \ 12 P.U.E.
<br /> 0 o I R=46.75 N891815 E N z o Nw I A o - -- -- -
<br /> 401.42 r- I Q I I a s \ o
<br /> r I d- � `. _ N16'08 36 E I o 00 ^ w o I ,p \ z 12' E.P.U.E. N89 21 24 E
<br /> ZIr - o PARCEL 4I lz � d'3 -- -- - - - 12.19' \ v)
<br /> cfl O p p 00 wF38.67' w I 1 co I I W - -- -- PER (11) \
<br /> N ,- 1.194±AC. a, . N - o J W
<br /> I Z 00 PARCEL 5 N PARCEL 6 I � o I i '� , 63.48' O
<br /> O co O V N `- 'fj (0 -00 00 r4i L I O l() m I ( 0 K) 0I ? » 1 Z
<br /> Ln d- 10 U a a, 0.609±AC. �,,� 0.942±AC. co d- z I,� I N 89 21 24 E 1 M >
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<br /> �- d- �- N89-18'1 6E 262.91 0 A d. I 00 M W
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<br /> C� ''� con I No � Q I `S�sOr I o I 12' E.P.U.E. ''0 o
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<br /> f. N 24.51 163.83 254.17' I z I ��� 1 z I PARCEL A vii' PER (10) 1 z
<br /> I --- o -rei N89'18'16"E 418.00' I �_ DC I Im ���- -I--- - ---„- ----- �_ PARCEL 13 _ »�
<br /> PARCEL 14 �Z oo rn PER 10 V- Q I N I I N89 21�24"E 317.11' - A-17 00 39
<br /> 0.199±AC. N891830 E PARCEL 9 _ __ _- =-a--=_ _ _' ,
<br /> 11
<br /> 3 12 E.P.U.E. P --I d. I o U N89 21 24 E 872,69 L-9.80 R=33.00'/
<br /> SEE DETAIL "A"��� 125.75 0 1.166±AC. o � PARCEL 8 N ;° 1 20.00 Z I J 1 3 N89'21'24"E �-17 00 39
<br /> II 100.25 0 � PARCEL 7 n 59.5 59.5 � T 314.86 L=13.95 R=47.00 1
<br /> I I d- 0.6191 AC. '� I I O I W I L0 15 E.
<br /> 25.50 I �o V-- c o 1 1 () 1 N 04'34'36"W 16.00'
<br /> 12 E.P.U.E. PER ,• 0.930±AC. _ P.U.E. - -
<br /> (11) �-- 0 15 E.P.U.E. o I = _ PER (12) A-90'00'00" L-4.71' R-3.00'
<br /> I \ vi irn o PER (12) z 12' P.U.E. N89'21'24"E 47.52' ,�'J .\ V 1 I p C.) I Q I o °i N85.25'24"E 2.00'
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<br /> BOLT (2) I I N89'2 '24"E 400.18' ' I z (� I I PER (11)
<br /> i � - - - � -- 1.5 264.29 N873818 E U-) _ - - -- L_ N04"34'36"W 12.00
<br /> N89'21'24"E N4503836"W 14.15' , 1 , 0 25.35' 1
<br /> 892.69 IAO
<br /> 314.86 - in - • - o ►�� N89'21'24E 274.70' N85.25'24"E 2.00' '
<br /> PARCEL C�� i I , i 782.so ROCKY LANE PARCEL A 89.8'9' -- --- -- --,-- -- - -- - ,
<br /> 0.328±AC. -� I-- N89'21'24"E I o; I -
<br /> 726.74 1.375±AC. M. , 3 n i 12' E.P.U.E. , �'�' x=90 00 00 L=4.71 R=3.00
<br /> - -7� 165.59 �- - - �, ,-184.33'- - -
<br /> .,` 274.70 i I - 184.29' - - - - - -192.53'- -i-1- -� i Q o PER (11) � / N04 34 36 W 16.00
<br /> c1q T- M' c� „�' I - I12 E.P.U.E. » »�i i -� / o I IN x•17'00'55"
<br /> 12 E.P.U.E. N 1 `n SEE DETAIL B 1 1 , r7 , z 12 P.U.E. ,
<br /> '0 o rn I°' PER (11) r�i o ^ I I ro PER (11) 00 i � N Z � � ,/ L=13.96 R=47.00
<br /> N o .d- 0 N I N N ; Z I I 25.5' PARCEL 10 _ „�
<br /> I • I N v I N IN I }' ( a-170048
<br /> ^�v ° 1=12' P.u.E. � � w PARCEL 11 � PARCEL 12 PARCEL 13 W I I L=9.80' R=33.00'
<br /> 0- I PARCEL 10 � �- CL 0.944±AC. o 0.943±AC. 1.184±AC. ^
<br /> z N - Jr. N w _ ' 1 '�' � ► I DETAIL "A•• DETAIL B
<br /> 0 0 o I Lo I 1.019±AC. d. �. o 00 11 I\ N I w SCALE: 1"=30'
<br /> z z '� N l:n 0 0 w c I I o qt 0 o I -i Y SCALE. 1 -30
<br /> Qa-
<br /> 10` cv `n I I z z 65.70' 1 - � I N I
<br /> I I
<br /> I z 201.50' °'to
<br /> 184.33 184.29' ' 241.66' � 1
<br /> 20'---I -N89-18 17E �to
<br /> 1 83728 ' 1 0 ' PARCEL MAP
<br /> � WEST LINE OF THE NORTHEAST 1/4 I I 50.29 -� o I
<br /> RAILROAD 3. OF SECTION 24, T.3N., R.7E., M.D.M. I I z
<br /> SPIKE (2) oI 3 REYNOLDS RANCH PHASE
<br /> A
<br /> o
<br /> 0
<br /> I."
<br /> SUBDIVISION NO. 13
<br /> Nlz ZI I zP.M. 86
<br /> �_ zI I DESIGNATED REMAINDER Z . 1 BEING PARCELS 16 & 17, 25 P.
<br /> CO 0 I . 141 AC. 12 E.P.U.E. PER (10)--.d
<br /> L 1q i 73 -7.57'02" I , I AND A PORTION OF THE NORTHEAST
<br /> 00 I I _ ,� 53.5 I
<br /> N °,,�° --•-I 15' L-82.08 R=591.50 41.5 R �
<br /> I-- E.P.U.E. PER (12) , i OF SECTION 24, T.3 N., R.6 E., M.D.M.
<br /> I I I x=5'38'36" 'r
<br /> L=10.49' R=106.50' e, CITY OF LODI, COUNTY OF SAN JOAQUIN,
<br /> I v
<br /> RAILROAD I
<br /> I N04 5316 W 50.64 STATE OF CALIFORNIA
<br /> SPIKE (2) .
<br /> X
<br /> 14'42'07'; N� JUNE 2014 SCALE: 1 "=1 00'
<br /> N » I
<br /> . A=4 43'51 L-_34.26 R_-133.50
<br /> o (
<br /> o I L=69.98' ( R=6
<br /> 03.50'-`' `r c''• 0
<br /> 2250 Douglas Blvd.oLO R_847.50' X_4'06'09" L_43.21'
<br /> o w Suite 150
<br /> " D & N87'50'00"E 878.69' �5 100 200 Roseville, CA 95661
<br /> 1 IRON ROD N87 50 00 E
<br /> TAG "LS 2273" 20.01 x=6'47'28" L=71.53' R=603.50' \ 100 50 0
<br /> N12'36'59"E 17.84' 5 w Ph: 916.788.2884
<br /> N55600'00"E 15.59' • SCALE: 1100' U Fax: 916.788.4408
<br /> PARCEL 18, REYNOLDS RANCH, 25 P.M. 86
<br /> N35'00'00"W 35.50'�' \\-N55.00'00"E 80.40' SHEET 3 OF 3
<br /> 5�' p
<br /> � 1971,
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