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Mon4: x CURVE DATA n
<br /> Lot Radius Delta Tan. Len th Chord BRadials s sQ+: earin
<br /> - Fd. Bolt of %4, Cor. Abbreviations: 3/4' x 30" Iron Rods with brass tags attached, -u --- -
<br /> Turner Road PUE - Pblic Utility Easamant stampad RCE 12685 and shown thus I 20' 90' 350 2 24
<br /> 320.21 31.68.43 N. 4'33'45'E. N.89'16'E. N.O'o8'3O W.
<br /> Fd. - Found Std. Mon. Box to ba plocad above mon. shown 8 20' 37° 39' 38' Co.aZ 13.15 12.91 S.19'33'49"E. N.510 36 22"E. N.89'Ira E. ,
<br /> .^ R- Radius thus -0--. 3/•47 x SO Iron Rods will ba sat at •
<br /> 3 i &= Cantral Anglo. all lot cornars. 8 40' 2049 7.
<br /> . 51" 35 14.54 14.46 N. 27 58'42"W. N.51' 310 22"E. S. 72 aro 13'W.
<br /> m ;j I-= L.angt h of C-urva. 9 4-O' 53'3$'47" 210.19 37.139 346.05 W. 9' 13 Oto'E. N.72"'210 13"E. 5. 5400'E.
<br /> °. +Basis of Booting: 10 40' 53. 16' 20.06 37.19 35.640 N•62:38'E. N.0'44'W. 5.54°00"E.
<br /> U The 4;_ of Lower Sacramento Road boring WY37'W.
<br /> Arae within haavy liras ;9.87 Acras as par Allan Manor in Book of Maps 4 Plats, 11 40' 38'20" 23' 13.91 26.77 26.27 5.71'3'3'48"E. N.0044 W. N.3-r36'2SE.
<br /> N.60'51'36'E. Vol. 18 Pg. 42 , S. J. Co. RacordsI I e ____
<br /> -1 I 40' 166 Cy0"O 1' 115.89 N.37 36o'2.3`E. N.51• 3G'22"E.
<br /> ,�---- N. 89°SI 30E. 1073.94' - -�
<br /> 4640'' � 1 ! 20' 37''!9' 38` 6.82 13.15 12.91 S.71'13 24`0'E. N.d'03' 15"V1L N.37'346 23"E.
<br /> m Fd. Iron Rod -� 19 20 90'37'IS" 20.22 31.63 28.44 N.44'38'07"E. N.89*19''3C>' E. N.O'03' 16W.
<br /> $ I 20 ZO' 89'22:45" 19.78 31.20 28.13 5.45 21'53"E. 5.0! 03 IS" E. N.89'14 30 E.
<br /> a
<br /> 21 330' 9" 35' 3fo' 27.69 55.25 55.19 5.85-15 2'7'E. N. 9'32 21'E. N.C7'03 IS"W.
<br /> a 0 0 ` I 3 �G Rafarances: 16RUE 22 330' 9052:3W, ?-a52, 56.89 546.82 S.75'31' 24'E. N. I9'24'59"E. N-9-32'21"E.
<br /> '9 m Lot 2ro °'�J E Allan Manor 23. 330 l I' 32 1 I" 33.33 66.44 66.33 S,Qo4'48'5 6"E. N.30'57'I 'E. N.19'2,4!SV E.
<br /> U_ 9 Book of Maps Plats
<br /> s I o
<br /> Vol i Vol. 18 Pg. 42 I 24 330' I° OI'23" 2.95 5.89 5.59 5.58'32!OS'E. N.31'5$' 3'.1'E. N.'30'57'16 E.
<br /> d I z 6
<br /> � J 1 � S.J. Co. Racords in
<br /> �- " - - e �-
<br /> E 21-24 330' 32 01 48 94.7?_ 184.47 le?-.09 S.74 O 2 21"E. N.31 58' 33"E. N.O O 3'15'W
<br /> Elmhavan ?. " I •
<br /> °d° / 9 4 20 4Z°53'39 7816 14.97 14.63 S.79"28 17 E. N. lo 55'046 W N.31 58"33 E.
<br /> o y a Book of Maps 4 Plats to
<br /> 40.8 " . "
<br /> _SAT � � Vol. 17 Pg. 71 24 50' 35'19'046' 15.92 30.82 30.34 N.83'15'33 W_ N.2.4 24 E. N.10'55'046 W.
<br /> •�
<br /> ��107.60 °a' 5. J. Co. Racords 2
<br /> C � 5 50 40"5fo'S9" .6
<br /> 187 39.74 34.
<br /> 4.98 N. 5'O?'30"W. N.65'2d 59'E. N.2q•'24'E.
<br /> G
<br /> \ 'Pu•8. 3 Lot 25 I
<br /> Record of Survey 26 50' 4.6'28'01" 21.46 40.55 1 39.45 N. I'?25W. 5.68'I I'E. N.65'2E
<br /> 0'59` .
<br /> 0 1 �, P.U.E. Deta i I ui Vol. 14 Pg. 19 0 27 50' 40'55'S2" (8.66 35.'72 34.96 N.42'16'5(0"E. 5.27"1'509*E. 5.68'11, E,.
<br /> I i `p S.J. Co. Racords 28 50' 29'59' 14" 13.39 26.17 25.87 N.77`444 2,9 E. N.2'44:OBE. S.27615'OS"E.
<br /> d _ N 24-28 50' 193'39,12:, - I69•00 S. 2'4.4'06"W. N.10'55'067 W
<br /> +° - 28 20' 54'15'e.7" 10,25 18.94 M.Z4 N.65°36'L'2 E. 5.51'31'21"E. 5.2'44'Oro"W.
<br /> cn m 0 N 28 220' P-5'13'4 9" 49.24 96.88 96.10 N.25' 51'44"E. N.'TGQ 45'10 W. S.51'31'2l"E.
<br /> d - LL \ \ I 29 275' 11'12' ?_W 2126.'98 59.'79 53.71 N.WOW I9 E. N.79'28'03'W M.6 So 15'344 VEL
<br /> d \
<br /> o j _ \ 30 275' 15,4C),34" 37-86 75-P-4 75.01 N.29'34'43"E. N•GO*15'34"W S.52'35'E.
<br /> '1'� / 1 O I • O q O 1 Z9-30 275 26 53 03" 65.78 129.03 127.85 N.23 58'29'E. N.79 28'03 W 5.52 35 E.
<br /> 1d LL N.89 51'90 E. 192.00'
<br /> 30 30' 100'50'36" 36.29 52.60 46.28'W.5 N.13'041S.52'35'E. N.2-e S4! A"E.
<br /> F4y4h
<br /> .0 d ' \ \ Q Sin \ Fd. Iron Rods /'.p1 so 275' 17'57'346" 43.48
<br /> 6 86.2© 5.85 5: Z'�Z'-
<br /> 7ZA•"E. N.24'6'3TXE. N.18.36.'46"E.
<br /> 0 t I I \ QQ \� R-7i i Q 31 275 8.40'03" ZO.84 41.60 41.56 'S.9!r, •'?!'I3"E. N.8-3G;4117 E. N.O'03'15'W.
<br /> 0 4-
<br /> Ix 0 \ L=34.98' N 30-31 275' P-037'39" 405.06 12"1.80 126.65. S.?6'44 25"E. N.246'34'24'E. N.O'03 1'S W.
<br /> C '"--- 5.89 51'5C w erss.00' I \\ \,\ I I ui 42 20' 90'4445" 20.23 131.65 2.8.45 N.44"5G:23"E. N-0'0'9' I5"W. S.89 Ito W.
<br /> _� I�---10'P.U.E. 4.3 2(7 89'2430" 19.79 31.21 28.14 N. 1�5'26 15'W. 5.89'1 Ga W. N.0'O S'36, W
<br /> Fd. iron Rads _
<br /> .1- 4- I I \\ I� b Elm 43 1045' 1'45' 15.96 31.92 31.92 S.89'16'E. N.l'36'3d F_. NXrOS!Bd'W
<br /> \ 5'P.v,E. J1
<br /> E �(
<br /> -mok _ 44 99d 1'52 49" IG.24 32.49 32.48 'S.89' 12 OE;E, N.Os 08'30"W N.1°44 19"E.
<br /> 44 20' 90e 35'°30" 20.21 31.('02 P_S.43 N.44'3'3'45 E. N.0'08'3o W. N-89'1118'E.
<br /> t k5'7.55'4 �--137.50' Street
<br /> N9° 1, �� 45 20' 89'24'30 19.'79 UZI 2.8.14 N..45' W. S.$9016'W. N.O'OB'9dW
<br /> 0° < 45 790' 2'34 24" 12.28 34.5(0 34.5(6 S B6'S3' 18" E. N.O'O8'3C)W. N.2'21`54•"E.
<br /> M '° I �_ _ 10'P.U.E. r :zzs zzxrAll�f topiU
<br /> .E.0 PSL. 750' 2'40' 19" 1"7.49 34.98 34.98 S,6B'48'2C�'E. N.2'31' 49"E. N.O'08'30W.
<br /> Das N O E 19 101'7.50 1e 48'48" 16.10 32.20 32.20 5,SSF 14'06"E• W- 10 4C1 18"E.. N.0s08" W.
<br /> 4S p o -i s'PuE OD e 302.50 41 03'40" 113.31$ 216.9rc► 212.34 8.G9'3C)25°E. N.�4.1'02'ZWE. N.O'O3 15"W.
<br /> k i9. N.89.16'E. • -- '* _- ° w
<br /> Record of Surva r F \ d t - tv ti 4: 24'7.50 40 00 55' 90,12 1'72.65 169.310 N.31 44 93 I~, N.78'15'5S'W 'S.38° 15'E.
<br /> 3 U.
<br /> Vol. 21 Pg. 174 y o I ,� 4�4n \ h N.89r51'3fSE N N t 10'
<br /> m S.J. Co. Racords Z ,I \\ Q $�h \\ 5PUE. N N 2 Umi
<br /> Z I I \ \ o x.44 0 I W I lo' 0
<br /> Fd. Iron Rods I \ -� 4ins
<br /> Z it ^_' vi
<br /> - � cli N.891*
<br /> �NS5130E. 268.00 I C v I �\ .F: •. 'f 90' 2o' ->
<br /> 150' } s40' 78' I �� C4P X'j N• N.*V%e3d D LA 4 tf1 AI
<br /> I Burton
<br /> 1 �-•._�_ W 60.30' N N 00
<br /> CJa 1r_ Way ��N a: N.89'ItoE. 0 J Z
<br /> A--N.89'51'30 E. 191.12--� �.___ 90' 02 o W
<br /> -14 oN s 134.90' f}� 10'P.U.E. iuN a 3 `
<br /> O /' 109.9$ fM N 21 a di 5 -Q
<br /> 0 i "' =° �` 0 n 27 7ii;
<br /> 5.81'14'02., Off^ S •d N.B9'16'E. 2° _ 3T
<br /> O '9 _ /' 29N� v �N as N m N.gl•1¢,° 53.73 53 x4. 593.5'7' pn� ONi wn 1 0 90'
<br /> C a I N
<br /> 27
<br /> .° S`S_c a - Ivo 125.7? `"' 53.73• S S Z
<br /> G i� 9a ti J i0J 75 50.fig, 53.73' 53.'73' 53.74 - 43
<br /> 4 3 �- n � ; N 6. N gBs w
<br /> {
<br /> E ds F 0 p/ n 0' V _ 5.3 �` N.89 540'45'E. r- d 4 0
<br /> ._i- C ( /V > 1J_ y v N <u' .1 t 3 73 53.73' S3' 405' .4 Q N.8�901rc E.
<br /> 0 T i �1' �' p^' Q ^h' J' 4i d Q� 0 d
<br /> V + 3 ��o R o w lf) o I` d ¢ 3 3 iv 3 3. s'Pue. N ° y
<br /> i u m g�. �=�' N . 30 31 0 �� 326 `�33°�'34� 35 a �_36¢ N 7 N 3 d . ' ? N 20 - - - - - SUBDIVISIONSRAOF SANS JOAQUIN COUNTY
<br /> CD se¢ m N ;� a s z z z o a o M 3 o a 38 0 39 d 40 0 41 0 42 ° ' N.89°16 E. W
<br /> Detail 0 4 26 -' '�. tb fu 0+- O � ° 0 •h
<br /> 3 z 0i �.Ss �'. ,; z z z o 0 0 _ o _ i i v 9O' �" v 36
<br /> - 2 ^ N z - 3191 A L. A DD I N GARDENS
<br /> t` N.�t°36'17'E. 'P� �•S R, �2p' �o'P.UE. Z Z Z R.2o' ,8 $ 0
<br /> ° X75' 53' 3' S3' S3' 5.3 S3' 53' S3' 53' S3 A4.77' �' �-•13.15 V cg t9
<br /> O51'3o�'E � 4z7.g0' c' N.89'5 45"E. 603.96' N.89'14o E. o
<br /> 3 3 ,3.06 y -
<br /> J loi.8o N 6 O 66 33°• 96 « N.89_54;45'E. ..-- _ N.89-56'45'E._ 5_58.33' _ --_., ?9.21 2.0. UNIT NO,
<br /> ° 87 ^� . N M 44' �. �. 93.rbe' -� rn 37.39'
<br /> 0 6'Pt1'E'• 25 ¢' p Q�,4 56. 184.q,' N: Aladdin N.89'5G'45E. 473.66' Wa �� A __N - Q
<br /> z 3 (� 89 3 55.25' 46.W9' 79.79' 53' 53' 53' 53' S3' S3' S3' R°� Sq. a N ' " o Being a portion of the southeast quarter of
<br /> >�f 2�s' 3 3 3 3 3 3 «�F X06° D
<br /> °N ,� $ 3 3 10'PU.E. =� �, .�, �� 3 °� Sec, 3, T, 3 N.R.6 E., M,D,6.8s M, City of Lodi
<br /> o ° �`�' 24 o r o o m � . �,. a N_ _ 6 55 ,
<br /> \� `- z ° 123 °6 °° 22662100 20 o� � N � 18 ool8flol7 � ol60013 x814 0813 0$ 12 . 6II q y,
<br /> to a Son Joaquin Count Co(If.
<br /> z Z z - � � g �; 0 � o o - ° o - b o - °or N n
<br /> 4.O 140' S 8i 54o45W. 168.400 6.97` 120.70 E 60' 5$' Z 55' z 407.540' Z Z N �' moi-98.92' Z 53` 00
<br /> Z 53' z 53 Z 53' 53' z 53 Z 53 . 60'-� 118.55' d 2C> 1 April 1972 Scale : 1 ■100
<br /> 73.40 �'"- S.89!fo 45 W. 55' 1 1101.420'
<br /> No s Sheet 2 of 2
<br /> cr Fd. Iron Rods 20 I9 I8 17 16 15 I4 13 0 v o I2 11 10 9 8 7 6 5 4 3 2 1 I Meyer a Baum bash
<br /> 3 LLE '� a ANO Civil Engineers - Lodi, Calif ,
<br /> T13N.R6EI I M.D,B/ 81 M. LL
<br /> Fd. Mon, 4 Box at °0eCr1 'i
<br /> SW Cor. of tha Z Sec. i7 Oxford Way
<br /> SE %4 of Sec.3
<br /> Lodi Avenue QN
<br /> Sec. 10
<br /> •
<br />
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