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i <br /> TRACT NO. 1838 <br /> SUBDIVISIONS OF SAN JOAQU IN COUNTY <br /> VILLAGE UNIT N0 . 2LAK ESHORE � <br /> RTi N OF SECTION 14 T. 3 N. R. 6 E ., M.D.B. 8M. <br /> PO 0 , <br /> CITY OF LODI, COUNTY OF SAN JOAQUIN , CALI FORMA <br /> R.W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS <br /> STOCKTON, CALIFORNIA FEBRUARY 1983 <br /> SHEET NO. 3 OF 3 SHEETS <br /> QUO TE 9 <br /> A This subdivision contains //. 39/ acres. <br /> CU R VE D A T A <br /> 2. Pl1.E demotes -OahlXC a1//it�/ E"asemer�f <br /> LOT �PA� ,DELT APC CA/OR D LUT PAa DEL TA APC G'�10R D <br /> T. xuo.. Cl ° ' " F7- FT. <br /> 3. Like 43edrIn.9 73 280 0(0 54 1 /3 33.74 Al 3/ 06 52 W 33.72 104 277.5o 0/ 32 33 747 9 09 /3 43 E 747 <br /> F. 5' denotes F�/ed 5urve 73 /77.0 06 // 34 /9./9 ,V 78 0.5" 47 E /9./B /05" 27750 09 /9 57 4.5:20 5 a3 47 09 E 4�i5 <br /> 74 /77.50 //- 57 4(o 37. 0& W 97 /O 27 E 36.99 /04-/05 27750 /O 59' 30 SZ. 67 33 45 R1 5P.59 <br /> 5 LAKE 73- 74 /77.5'0 /B 09 20 56 25 5 8-4 44 40 W S6•D/ //8 89.50 43 44 e7 /o2.9B ,r/ 69 53 47 W 4�1/A�o <br /> mair�tgined by the llomeowwers i9osocia11b� 78 65 /(0 43 /4 /8.97 S 97 4/ 37 /8.90 //B 2100 09 0/ /5 4408 d/ 33 49 37 -E 4404 <br /> under the terms ot^ an 49reernenl wl-M 79 165 26 39 OD 30-0-3 9 66 OD 90 E 29.96 //!g 2100 09 53 3o 4p 34 v e4 22 /S" E' 4�Z8 <br /> ;he 0'�fy o r< Z o di' 60 65- 26 39 40 0093 5 39 2/ 3o ,t 2.9.910 /Zv 280 09 53 30 4b'.34 �/ /4 ZB ✓ E 96 Z8 <br /> 5/ (a5 24 45 59 29-/0 5 /3 39 0/ E 27.89 /2/ 090 09 39 00 47./6 �U 04 42 3a E 47/12 <br /> 82 !05 /0 2/ 34 //.75 9 43 54 41c lel/ //74 //8-/Z/ 000 310 27 /5 197,gr /l/ /9 e6 37 E /10449 <br /> 78-82 65' 105 08 47 //9.28 IU 43 ZB SO W AU 04 /04 ZP 0 04 5d 29 23.64' .(/ 02 .3Z /.5' W <br /> 9Z 65 /2 44 33 /446 5 OZ 57 /7 E' 1443 125 080 06 ZW 20 91.30 v 09 49 39 W 9/.129 (V <br /> 913 65 Z/o 39 00 30 23 5 /(0 44 30 W 29. 9/v 1e4-/25 2100 /I 14 49 549,6 W 05 44 24 w 54 BB <br /> 94 w5 26 .39 DO 3D.03 $ 43. 23 3V W 29.96 /25 /ZZSd /8 4,9 ZD 3982 ,t/ 94 04 99 E 3866 <br /> 95 4,5 2/O 39 OD 3D.Z3 5 70 02 30 W 09.96, /2S 2.2 5 /5 48 DD �Z.05 9 Z� 34 Oo E" 6/.85 <br /> 9 65- /4 04 33 /597 W B9 95 44 W /593 /29 225 /9 33 VO 72.85 0 09 23 30 E 72.53 <br /> 92' 941 (05- /06 410 66 /2/ /3 .t/ 44 03 30 E /0435 /28-/29 225 2/ DD /,34:89 . 5 /7 /7 3r E /3288 <br /> /d/ /3750 e0 2764 Al 9& 00 Al) W 27. 59 /32 ao5 010 -4-4' .0t, 34 36 5 04 /5 3o W .3 33 <br /> /02 /3750 /4 .5e 59 95,16 Al 72 55 30 W 95.V& /3 3 225' 2/ Z/ Cio 93.84 5 /9 /5 3o w 103.3(0 <br /> /03 /3750 17 34 28 49./Q Al 5b 48 47 W 42D/ /34 225 2/ 2/ 00 93.104 .5 40 39 3o W 0--33/- <br /> ID/- /03 /3750 43 44 27 /04.97 5 6.9 53 47 1� /0Z 44 /35 025 Z/ 2/ 00 93.94 5' 62 Do 3o w 83.3 <br /> /03 080 07 `27 54 34,.48 5 58 /l0 03 W 36.44, /36 225 z/ 2/ 00 83.94 S 83 0,1 30 W F3.36 <br /> /04 280 117 56 3Z 38.8/ 5 l06 69 /6 4,t/ 31079 /37 225 D/ // 38 44&9 1 ,tJ 85 00 <br /> 103-/04 280 /5 z4 Z4, 75.29 .V 62 /¢ /g 75:07 /30-/37 2z 5 95 00 310 37442 5 47 33 /9 W 332 69 <br /> CE N C U R VE DATA <br /> CLIRVE RAD. DEL TA ARC .CHORD CURVE RAD DEL TA ARC 'CHO�?D <br /> /l/D. FT o r i. FT O / " FT Alo. FT <br /> Q 252.Sa /4 28 OD 63.75 5 27 /4 00 E63.$"9 252.SD 30 48 34 /95.76 5 69' 02 43 W 15415 <br /> 2 z5z.so /9 59 09 97Z,3 5 /o 03 3d E" 971"1 . 25250 /7 Z/o 38 7/v.89 5 106 30 /9 W 76.58 <br /> 1Q- Q2 259 So 34 ZI 00 151.39 N /7 /7 30 W /49.124Q-© 25ZS0 95 20 38 4'20./6 ,dl 47 33 /9 E 979-3S- <br /> 150 <br /> 7335/50 /8 o9 Zv 47.53 N 94 4,4 38 E 4733 Q 250 Jo 50 30 47- 45 45 9 04 33 45- E 4738 <br /> ® 2525o 47 05 26 207:53 V 93 25 43 E 001731 ® //O 1 43 44 27 103 910 I ,!/ 69° 53 47 `t/ 81. 95 <br /> s <br /> 109 <br /> � 6 - � 8= <br />