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CURVE DATA TABLE: TRACT NO. J087
<br /> NO. DELTA RADIUS LENGTH CHORD CHORD BEARING SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 39 22 /r2Off 485.00 192.90 191.63 N 74"51 5�' 9 W
<br /> 40 24 34 53 510.00 218.80 T 217.13 N 73u56'12" W AmN
<br /> 41 23 V5 50 535.00,_ 215.67 214.21 N 744 42 4 W
<br /> - WESTON ffA CHI
<br /> 42 39°21 TO',- 50.00' ,34.35 33 68 N 66 4 54 W
<br /> 43 258 42 59 ---4-7-.0-0-7- 212.23 72.68 N 03 44 21 E
<br /> 44 39 2 r 29 50.00 34.34 33.68 N 74.0 37 E
<br /> 45 -05"5826" 485.00 50.57 50.54 N 6627 32 W UNITNO.
<br /> t 46 07 2 40 485.00 63.86 63.82 N 7J"13'05" W
<br /> 47 07055'05" 485.00 67 03 66.97 N 80 0.56,57" W SCALE 1" = 60'
<br /> 48 O 1, 1 09 485.00 11.44 11.44' N 85 35 05 w --�`--- BEING A SUBDIVISION OF PARCEL 1 A5 SHOWN ON THE MAP
<br /> 49 04"16'50"0 50.00 3.73 3.73 N 88024'04" W
<br /> A��r A, 50 35°4 39 50.40 3o.s1 30.r4 N 71 u55'1 1 E FILED /N BOOK 22 OF PARCEL MAPS, PAGE 2,
<br /> 51 35 57 52 47.00 29.50 29.02 N 7202-1 48 E
<br /> 52 43, 46 19 47.00 35.9 r 35.04 N 67 46 07 W
<br /> �� � SAN JOAQUIN COUNTY RECORDS AND LYING /N
<br /> �, �O 53 42, 45 29 47.00 35.08 34.27 N 24 30 13 W
<br /> C f 55 42 45 28 47.00 35.08 34.27 N 6� 00 45 E 0T5 16,v E SECTION 28 T 1 N R 6 E M D B & M,
<br /> 1 , ., .,
<br /> 56 -5004222 2 47.00 41.59 40.25 N 72 15 20 W CITY OF STOCKTON,
<br /> 57 1j"46 06 50.00 12.02 11.99 N 53 47 12 W
<br /> 58 25 35 24 50.00 22.33 22.15 N 7.3u2757" w �r SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 59 04"40'22" 535.DO 4,3 63 43 62 N 83 55 28 W ,1 ��� J
<br /> 60 05%05 535.00 50.44 50.42 N 78 4 14 W � `�C, O, THOMIDSON-HYSELL ENGINEERS
<br /> 33 62 08 61 5°06 t' 535.00 75.67 75.61 N 67 12 3��56"-W �J \1 CJ^6 A DMSION OF 77-IE KEITH COMPANIES
<br /> S 86 15'39" ,E :• ••••N 86°53'47" E ,�
<br /> �,
<br /> (Rr)� 100.00'(M)(R1)(R10) 5036(M)(R1)(R10)
<br /> 1016 12th STREET MODESTO, CALIFORNIA
<br /> .
<br /> (R1) ,c\ 1 34 I 35 I 36 I
<br /> o$ I� � ► -- I I I 37 30I I I I
<br /> �
<br /> APRIL, 2001 A 32I33 34 35
<br /> � NOTES.•
<br /> N 86°15'39" W �-� 217.89'M S 86°15'39" E ' , I I 36
<br /> 100 04' (RJ) 0-e518 25.18 A R1)(R10) ...... ....,,._ 477..89(M)(R10) I I S 52°35`28�� E
<br /> ( 1 100.00' I 1(M)�R2)�R10)I S 67°15'35" E 1. SEE SHEET 2 FOR ADDITIONAL NOTES LEGEND BASIS OF BEARING
<br /> .� • , _ 260.00(M)(R2)(R10) -.......... S 84°031pp!� L- ' 50.64(M)(R2)(R10)
<br /> �� h: 110.91 66.01'--••••' , 44.97(M)(R2)(R10) AND REFERENCES.
<br /> I$ '� ro �' R1 50.00 i
<br /> cr( ) 50.00 50.00' i 0 4711 (R2) /
<br /> o , )h + 25 �' 3 �� 50.97 2659'205 : % / 37 N 28019'14" E 2. BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED
<br /> N861539" w h 6 � 64
<br /> 100.001 I N 86°15' �' '!' 60 w ;" w (R2) ,\ �'r.R�s6�Jr�P?J / "' 50.00'(M)(R2)(R10) IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION DESIGN
<br /> I 39 W so° N h w 11 h (R2) J�i•r'PJJ (R2) STANDARDS DRAWING N0. 6, CONFIGURATION. FURTHER, THE DEVELOPER
<br /> /� , 140 00' �'!. d o=' �62,N o 'oo , y 'ti SS gyp% ' ♦ OF THE SUBDIVISION SHALL SELECT THE STREETS ABUTTING THE CORNER
<br /> �^^ �� I �`"` �i �2 s�4., 56 0� Q ► h '� ^ ^� ,ti h i '`� 6 7 °°' F 3a LOTS UPON WHICH ACCESS /S TO BE PROVIDED AND ACCESS IS HEREBY
<br /> to cid 4 0463 � �► N � 65 ( ) ,.....
<br /> 26 `�• >>, ty 55 rn o © � R O, / RESTRICTED ON ALL OTHER FRONTAGES.
<br /> N 86°15'39" {y I N `o Op ,p 3 - 57 ti► ►h o ► 10' P.U..E.••:
<br /> I h h.q � / � r Z °�bl ^'� �o�i :� x'61° /00 Off' �`'? `•. � 0000 6J dpi /
<br /> 100.00' I N 86°15'39" w '�� 10 P.UE.••••.Y `�� J ,
<br /> ' \`� �, 8 6.42 59 =J 60 Z „j `y ti SEE JO9 JOp., -/coh' ,�O`° / �i�(R2)
<br /> 21 to N _ I 100 44 59 5544 y51/ 42 28.40 - = O �, ti NOTE 8p.y�1' % � O ,/ 68 (R2) ?
<br /> 10' P.U.E.•.. ,� w $I o �-!' o0�i O p4.82 -- y,� 61 ^ 2 / �p9
<br /> C N o , „ ti 27 O o i " ani o N 86 15 39" W h ' Q� 6 . y ,�
<br /> 86 15 39 W 1 " •••10' P.U.E. N N86 52 32 E(R) 43 o N 86 15 39 W N 41 62 6
<br /> 10 i ` ^ W o h N ► �1 7��o..,� 96.3 ' o �j... 40 /4ti , ....10' P.U.E.
<br /> ADO w N 8601 W 94.99 Q �� 4 -- o � �'` ti stp, Jam° J0J
<br /> �p N I 100.00' e v�� `141 N 86°15'39" w 12 N 39 ; SI�� �` -Ji �' Oc V 9 �6`'' `9j'
<br /> o, 53 ��32. s
<br /> '!? , w Z i 34.82' c � w O O
<br /> N 86°15'39" i N G 8 $ 58 '' �` ,� �./� tiiy 6 N7403'E'k2 E � `�`'� C`� O'00' y
<br /> W
<br /> `� R2)
<br /> ZM 8 I II I 1!!"�'`..�+•J...� I 2s 45' �� � ��100.00' Wi �sSs�' ''N 86°15'39 � / 70
<br /> 100.00' 509 N
<br /> I4 lot U 45 %h �
<br /> h 29 ?6
<br /> O•�
<br /> (r,f
<br /> l0
<br /> ell, z 7 o1�
<br /> 5211334' 55•00 00 4.30' = ^ % °o50.N 86°15'39" W O 25' 25' I 569 �249.09' . .
<br /> Aj
<br /> r
<br /> SEE cv/ !�
<br /> s
<br /> 3fl 47 N7� 3'„ 4 ?669
<br /> NOTE
<br /> �/ /O� O�� ��� 72 °�6''Ly ,08'
<br /> 46 48 49 3 � ti 6 86s 988 oo � o°' J°O � ?6S �� o h `�
<br /> 6 s9 / �o' `'� °o .y 6J / may, O�' 4 �b'`�V .�.�' 19 �I
<br /> 50 7J
<br /> VQ ,.L„T AM DAM.
<br /> SEE SHEET N 0 . 3 i ti0 ` :1o' PUE °' �6,� s°o, • '� 2o Lor SF Lor SF
<br /> srp� �� S°°� �`�2' ����� 0 \ 20 5000 59 7097
<br /> ti0 74 �' �� �'� / 21 5000 60 8498
<br /> // �T/ 'A/ �/ Q� / Lj �^� 22 5000 61 5034
<br /> 1 GJ�I!1 G0 1'I�A J ?s. / ` J°�?00, N / ?6so 00 ,moo, (R3) 23 5000 62 5215
<br /> 24 5000 63 5276
<br /> �\ J �' � 21 25 5758 64 5481
<br /> 75 J °�6''� 6s°°' Ve 00 p\ 26 5200 65 7304
<br /> I 28 5200 s7 227
<br /> zGR/a
<br /> ��`
<br /> 52 6883 68 13516
<br /> 53 6029 69 13451
<br /> 2152812.335 �� 0°' OO'�� \ 2254 6188 70 13387
<br /> A42152736.4666326638.778 12 - 6326400.576 / `•.`h 55 5249 71 13322
<br /> 56 5167 72 13262
<br /> 57 6639 73 13250
<br /> 11 = 2152752.381 13 = JN 2152818.618 � � 58 8670 74 13250
<br /> 6326609.24$ 6326304.452 /
<br /> .� .23
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<br /> l:\143254\UNIT 53�u53fm-s4.dwg 04/19/2001 16:22 00MOWAS 9
<br /> (R8) SHEET 4 OF
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