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<br /> K R I S T M 0 N T A C R E S Unit No. 3
<br /> 0 W. I. D. CANAL R. W. o
<br /> ' - From N.W. Corner S.89016'E. 2500.75'
<br /> S 8 90 1 6' E. 1 0 5 0.35' Fd. axle o
<br /> 00.
<br /> A9EM -
<br /> Curve Data - - -- I-59' 59� 59. - - 59:- - 59.'- - 59: - 59:- - 59:- -59: 59:- - 59. - -- 59: - - 59: - - 59: - - 59:(�-' - 90! - -c 75.35'-1 I o Q
<br /> 5.a1 v5.'12 ENT FOR PUBLIC UTILITIES `12; .v J
<br /> Chord = 1 = _ _ - 12 W01 w °-
<br /> 15 � � 140 130 128 II $ 10 � 9 -- 8 _ 7 6 5 � ^� 4 1-
<br /> 0 s• c
<br /> Lot R. 0 T Arc 63 62 °0 20 S 19 18 0 17 $ 16 0 0 0 0 8 �"° _j �-
<br /> Len th Br o - - - 3 - - ° - _ - - ° ti
<br /> Parcel "G' 327.5' 150 47'30' 45.42' 90.26' 89.98' N. 820 53' 45" E. z �' cn z ( L R-20.� V) 0 (n
<br /> Parcel "G" 272.5' 15°°48' 37.81' 75.14' 74.90' N. 82°° 54' E. I 1 59: 59: 59: 59: ° 59: 59' S9: 59: 59: 59: 59: 59' 59: 59: 46.57' R.=50 SOp 9g�.1J•) w � 3
<br /> S. 8 9 1 6 E. 872.57' L 13.33 vi
<br /> I 327.5 13 20 76.21 76.04 S. 84 00 W. y�9° 'a (JI)
<br /> 20: 102°41' 30" 39.94' 31,24' N. 51° 22' 15" W. �j C 4 R B I N �_
<br /> 3 20.' 380 11'30" - 13.33' 13.09' N. 190 04' 15" E. 8 9 0.7' N. 8 9 A 1 6'E W. n 3 m� --� 3 v(!�
<br /> 3� Q � , D o Q �� o -�
<br /> 60' 60: 60' 60' 60' 60' 60.' 60.' 60: 60.' 60: 60: 60.' 60. 50.7 �T is. ft) R.-2 55 al 0 6
<br /> 3 50: 45°18' 39.55' 38.51' N. 150 31' E. 5'v I5 / o
<br /> 4 50. 57 IB 50.0' 47.9, N. 35 4? W. - 13.33L -� 100_ E Z o=
<br /> ,
<br /> 61 (a 23� 24 25 26 27 28 = 29 30 31 =32 33 34 � L 35 � 36 37 M �1�N N 825 N_o V z
<br /> 5 50: 63,02 55.0 52.27' S. 84 03 W. _
<br /> 3-5 50.' 1650 38' 144.55' 99.22' N. 440 39 W. =J L_ a.' _ _ _ E e'•� L tD - J 1° 100.32' o - N.89V W_ U_ _
<br /> -- o --
<br /> 6 20. 38°12 13.33 13.09 S. 710 38 W -" - " 60'- 60. '60. 60' -60' - 60. 60. `60: - 60. -60' - -60. - 60. - Y 60.- --/60. - '" 70.7 3 vi 5,85°2 W. - -'
<br /> _ _ _ _ _
<br /> 37 20' 89°14 30" 19•'73' 31.15' 8.10' ° - i °- -- Ce: EASEMENT FOR - - - `- -- -- - -- ° --- - - - >- - ~N$5 22 E:tw c�6' N R/yy s o
<br /> 2 S. 44 38 45 E. 1 5,' PUBLIC UTILITIE g, a ai I d O.R:2525-283
<br /> 38 20: 75°01'30" 15.35' 26.19' 24.36' S. 37° 29 15" W, zcv iv O o N M o o -p _ro o r o 'cr io o ci o a,
<br /> �' �i 0 io R 20 75 In- - -\15,
<br /> 57 20.` 92°48' 21.00 32.39' 28.97' S. 46° 24 E. 54 �o �2� 51 50 49 48 0) 47 0 46 45 44 �; 43 �; 42 �, 41 �1 40 N 39 38 ,�9 R=
<br /> v> z v> a' z S. ow �7' 76.21 r
<br /> 58-87-106 20: 90°44 20.06' 31.67' 28.46 N. 450 22 E. 5! tti '= ea9' �;� o _0 !
<br /> ai .-
<br /> 86-105-124 20: 89016, 19.74' 31.16 28.10' S. 440 38' E. 60 60'. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. a S.- 16'to
<br /> n `n
<br /> 38 272.5' 9039'30" 45.94' 45.88' S. 790 49' 45" W. i\ R=z72 ,r,10� ?5.14 - S.89°I2'E.
<br /> S. 8 9° 1 2 1/2 E. 8 10.8 5 75.11
<br /> 39 272.5' 6°08' 29.17' 29.16' S. 87 43' 30" W. N TO KAY_ _ S TR E ET �' �' 95, R=272 ��
<br /> ° - • = Parcel C Parcel D - . Parcel E „ „ , '� '� R=327.5 o00E• FbrC@I°G"
<br /> 4S' 175.1 - 156. Parcel F 144. 90.26. N?5 255.45 12'. 100:
<br /> 38-39 272_.5' 15047'30" 37.79' 75.11' 74.87' S. 82° 53' 45" W. 621111116=1111161 IMMMENNOWN"
<br /> zro� t7s.r' rid: t44.' �
<br /> rod Fd 1.rod Fd. 1. rod Fd. I. rod Fd.I.rod 50• Fd.I.rod 250: f�" Fd. axle leaning
<br /> J straightened It.
<br /> 1040.55 N. 89° 12 t/L' W.
<br /> Found bolt 8 washer at To S W Corner 2500.95' N.890121/2'W Reset 1.rod
<br /> X W from x/ $ j
<br /> N.W.car. of N.E. 1/4 of W I S N E R o Uj T R A C T T A L L E Y U W TRACT sa -n ej•rzvw
<br /> Section 10, Q W
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<br /> I
<br /> LOBAUGH SUBDIVISION K R I S T M 0 N T A C R E S
<br /> Unit .,No. I Unit No. 2 U i t No. 3
<br /> i
<br /> 5. . .
<br /> t w Fd, pipe
<br /> o z � 0 Fd. axle W. I. D. C A N A L R./ W. o
<br /> O - S. 8 9° 16 E. S. 8 90 1 6 E. 2 50 0.75to N. E. Corner -
<br /> 1450.4
<br /> 0" 40: Monuments Set:
<br /> 5: 65. - - 59.- - 59.- �59'- - 59.- 59'- - 59: - = 60.- -60'- -60. - - 60.- -60. - -60: - -60. - -60. - - 60. - - 60. - - 60. - -60. - r 60,4'_ -59. - -59- •- -59. =) - 59.-,
<br /> o = _ = 12' = EASE ENT = FOR = PUBLIC L I UTIL TIES 12' = 54 11 5.
<br /> 40: 55: 00 85 0 �85 0 84 g a83 0 82 0 81 $ 80 8 79 _ 78 8 77 g 76$ 75$ 74 $ 73 0 =72 0 71 0 69 8 -68 0 67 8 1 66 0 0 65 8 64 0 63 0 �62$ 20 Iron Rods, brass tags attached, stamped "L.S. 2273;
<br /> �, fj o - o ° - o ° - ° - - o o o i indicated thus Q- , unless otherwise noted,
<br /> " �' z `� z V) z 61 `6 M z ' ' Monuments exist in positions East of Lots 68,104 & 107.
<br /> O RF 20' Z , , , t , , � , , , ,
<br /> d 3i� 45.26 59. 59" 59. 59' 59' 59'. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60. 60: 1 60.4 59. 59' 59. 59. I�
<br /> H s S. 8 9° 16' E. 1415.66' - Monuments will be set of West end.
<br /> Z M CP -� C 0RBIN to S'56.182
<br /> W I rn i 10 8 5. N. 8 9° 16' W. 1 2 25.14 N. 890 16 W.
<br /> 3
<br /> ° '� :2d.49.74' 58: 58' 58' 58 58: 58.' 58: 58: 58' 58: 58.' 58: 58: 58.' S8.' 58.' S8.' 49.26R=2 Vis' '� ':�2p-45.14 60' 60. 60.
<br /> a, Q I 50' J 5' M C
<br /> c a
<br /> =ti 87 0 88 RD
<br /> 0 89 $ 90 0 cr_ " 0 97 0 98 °o =99 0 100 0 101 0 t 102$ 103 0 0 �'- y "' to �'
<br /> 3 IU _ _ _ 9 I 0 r 92 0 93 0 94 0 95 0 =9 6 6 _ _ _ _ _ 104 0 105 ' o Q 58 =59 60 61 23
<br /> -
<br /> Q L e: S. 89° 16' '�. = 8, +yam. in N. ,89° _02' E.
<br /> _= o - 70. - = 58' - 58' - - 58. - - 58: - = 58.E - -58. - - 58.' - - 58.' - -58.'- -58. - -58.- =58' - - 58. - -58.- - 58: - - 58. - 58. - = 69: - -6541 - 60.'- J60"
<br /> `z - - - - - - - - - - - -- - - - - - - - - � - - - - - - - - - - - - - - - �= o UTILITIES �
<br /> Z Ocp - - - �8: EASE MENT ° FOR _ ` PUBLIC - ' 8• o o a o N 5'.
<br /> 40'. 55' oo 124 0 °123 0 122 0 121 0 120 0 °119 0 118 0 117 o 116 0 °115 0 114 0 113 .0- °112 0 ° -" 108-60 ° z ~-�-, °° z 56 55 z 54��-, 52
<br /> I I - z _ _ _ � _ _ _ Z _ _ N _ Ill 0 110 0 109 0 107 0, 106 Q - 57 �' °
<br /> - vNC$
<br /> z 50' ��
<br /> 20:50.26' 58. 58: 58: 58. S8' S8' S8: 5$' S8: 58: 58' 58.' 58: 58: 58: 58.' SS.' r �' 60.06 60.06 � I '
<br /> 48.74 R.a2a�61 dr, ' 44. ° 224.6fi
<br /> W 40, a 2 = T 0 K A Y S. 8 9 1 6 E. Parcel "A" 108 5. STREET ��� N 87 12 E. _ .' �� S. 6©?2'E•
<br /> o -�
<br /> J 1 4 6 0 ,4' N. 8 9° 1 2 1/2' W• U-1101
<br /> Fd. I.rod
<br /> {
<br /> m
<br /> Fd. axle cli N. 8 90 12 I/2' W. 2500.95' to S. E. Corner---+-
<br /> Tract No. 631
<br /> Ln z
<br /> Basis of Bearings: Subdivisions of San Joaquin County
<br /> West line of N.E. 1/4 of Section 10, T.3N.R.6E., due North as per Map of
<br /> Map of Surveyfiled September 30 1940 in Volume 5 page 145 ` 1
<br /> P > P 9
<br /> SURVEYS, San Joaquin County Records.
<br /> WESTDALEF
<br /> o Found bolt & washer at
<br /> z S.W. cor. of N.E.1/4 of
<br /> Being a Subdivision of Portion of the Northeast Quarter of Section I0,T3N.R.6E.,
<br /> Section ►o, M.D.B.&M., Lodi, San Joaquin County, California.
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<br /> � July 1962 Sheet Two of Two Sheets Scale II'= IOO.ft.
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