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<br /> CU& DATA TADLE,• - -- 9816 CENTERLINE GRID
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. \ �'�6 S 85°13'0X1 E `xso\ �,/ \ /� pJ� A/
<br /> NO. DEL TA RADIUS LENGTH CHORD_ CHORD BEARING 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG ALL o� �� cz• �>a \ COORDIl1/A,TES.
<br /> i 13 44 41 275 00 65.97 65.81 S 82°20'201�E STREETS AS SHOWN ON THIS MAP. 5 0 �� 1
<br /> 2 33 34 12 50.00 29.30 28.88 S 87044 5" W J. SETA 5'6" WITNESS CORNER, ON LOT LINE PROJECTION FOR LOT \ N=2152607.993
<br /> 3 257 36 - 47.00 211.32 73.25 S 19 46 16r' W CORNERS FACING A ROADWAY. (CUT "+" IN CONCRETE SIDEWALK). ��� °�0 1� p0 r^� © �_
<br /> - „- p 1. o, �s / E=6324234.231
<br /> 4 48 34 03 50.00 42.38 41.13 S 5-51,42,20 E 4. THIS MAP REFERS TO APPROVED TENTATNE MAP TM 15-00. �`� �`� 0 h jo �� 0
<br /> 5 09 13 19 225.00T 36.22 36.18 S 84°36 O 1" E / °�` �` '� �� �`�' ` \
<br /> a-T -��- 5 EACH LOT SHALL BE DESIGNED GRADED AND MAINTAINED TO PROVIDE D`l' '�� oo. �/� o'�p �j�` >�1 __ N=2152587.834
<br /> 6 47 58 31 42500 355.86 345.56 S 24 46 36 W f
<br /> --,-� a-�-,T- PROPER DRAINAGE WITHOUT PONDING CAUSING SOIL EROSION OR c�� 0�i \� �r 0 2 E=6324213.740
<br /> 7 06 35 31 225.00 2588 2587 N 45028-T6"-E-
<br /> 806 E /'' / 18 .��,�
<br /> DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO •
<br /> 8 06 31 27500 31.64 31.62 N 45 28 08 E DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. ` r J �,
<br /> 9 47°58 31 37500 314.00 304.91 S 24 4 6" W 6. SEE SHEET 2 FOR LEGEND, BASIS OF BEARINGS AND REFERENCES \ h �'9, t, ` , ` ,� 3 _ N=2152498. 161
<br /> 10 26 08 O 1 250.00 114.03 r 13.04 S 76 08 40" E C\G 0 / h o '� s 1 E=6324111.436
<br /> �- P o o s
<br /> 11 47 5 31''- 400.00 334.93 325.23 5 24 4° S'36" W 7. BY THIS NOTE ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED , oo,o' Sio�J�-
<br /> 12 06 3 31 250.00' 28.76_ 28.75 N 45 2 06 E IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION DESIGN `2�` 5 \�� 0�Gv `5 " 2.59 /�j�' �� �'s �• r' �-' -`
<br /> - , - a-,-„- °p1 R �P �k. o���0 .�,� J 1��' _ N=2152202.886
<br /> 13 06"29'0477- 275.00 31.12 31.11 S 85 58 08 E STANDARDS DRAWING N0. 6 CONFIGURATION. FURTHER THE 9 1. -1i v'o 19 !v a -. 09-� 4
<br /> -T-' T °-T-"___ ' ' p,g, �C 6 r �� / F E=6323975146
<br /> 14 07 15 37 27500 34.85 34.82 S 79 05 48 E DEVELOPER OF THE SUBDIVISION SHALL SELECT THE STREETS �C.�' �-� �� 1 Nr >' 0 p
<br /> ° -7-7 - °-7.5 6 �` g. l
<br /> 15 26 15 46 50.o0 22.92 22.72 N 88 35 52 W ABUTTING THE CORNER LOTS UPON WHICH ACCESS IS TO BE
<br /> 16 07 18 26T 50.00 6.3_ s.3T- S 74 37 0 W_ PROVIDED AND ACCESS /S HEREBY RESTRICTED ON ALL 16 �C��c.� \� P�P�� 2Z 6, moo, � ��pJ �0-\-/ �' �0`�0 0°/ s 3>o���I N=2152138.747
<br /> 17 50 J° T5 37 47 00' 41.23' 39.92 S 83 54 2" E OTHER FRONTAGES 0 5 y `�' � �`° Q �`� °' by/ �;�' A5 = E
<br /> 18 96"2722" 47.00 79.12 70.11 S 1 D 32 53 E 0\y ��� F' o�j� y0 20
<br /> 19 110 53 54 --4-7-.O-O'--j-O-.9-7T77.42 N 86°5215n W 8. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS �j� �g2 p1 c�0 3 °�0 --
<br /> �� -- T- - °-T-n- AND BOOK OR VOLUME PRECEDES PAGE. / \� o D�5 C> >° �' F N=2152140.513
<br /> 20 02 24 O- 22500 9.43 9.43 S 81 1123 E / sr �- s N \ / / 6 =
<br /> 21 06 49 1 fi 225.007- 26.79 26.77 S 85 48°u 02" E �9 �, joo i9;�oo 26/ 2 17 �. / E=632,3846.008
<br /> 22 oT°33'T 2"- 42500T 56.07T 56-03:TS o4 4 o w �D�� ,&, / __ N=2152167.583
<br /> 23 07 22 45 4250_0 54.74 54.70 S 12.02 15 W op$Fj0 ,y 21 / c�°' 0 12 moo `90� r 7
<br /> 24 -070Y2 32 425.00 54.71 54.67 S 19 24 5'r W �1 6°' > r 6 ph is �8� 3 10' P.U.E. oo' �i gpo / `J E=6323736.261
<br /> 25 07 2125 425.00 54.57 54.53 S 26 4'S2 W / j o y 10 RUE......... ,�y ' Q �j
<br /> 26 07°19 26 425.00 54.32 54.29 S 34 07717 W o 6 0 ,� 4 3 _
<br /> �- °-, „- 5 R / `` s o 000 0,, / /�� ` ��6� /' '� 2'�<so 16 �_ E=6324246.887
<br /> 27 07 16 34 42500 53.97T 53.94 S 41 25 17 W `2 5
<br /> 28 03 4° 2 7'T 42500 27.48 2748 S 46 54 43 W `, 056 o \fig / �?'R�o F, h / ga\ -
<br /> 29 11
<br /> 02 03 0 225 00 8.05 -8 05 -#-4-7 04-4 20"E - \V� k9` � � `l• '1 '"� '1' `��6,22 0�c�� ` F' 1j6' 2/ oQ `s
<br /> 30 04 29 225.00 17.83 17.83 N 44°�6TH E ,�` �6-� ����� p0 p�� s A o�p���� /�� p�� o��5� O / �6''j �1 ` \ TRACT N0. 3096
<br /> 31 O1 41 49 27500 8.J5 8.15 N 43 01 15 E \` '
<br /> - s-,- ``� °2 o msdpi 2'I kg F 0/
<br /> 32 0403314-21T 275.00 23.49 23 49 6-
<br /> o J�
<br /> 33
<br /> 01 --37e- ' 37500 7.81 -78 5 48 1°-003_ W �a �° < '�� 2 ��� / X .� SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 34 -10 40 56 j7-5007--69-92r-. -69817--s-4-20. 13 47 W .`j` ,y 23 \ �� r' / p0 �'o os, .�
<br /> 35
<br /> 10040� �6 37500 69.911- 69.81 S_J1�2 51�� W � �� 'r'S�o���, / o �J ,� / � o- � �gh� W : RAr�36 10405637500 69.91769.81 S 20 51 55 W �jP o� 0 S o r' / ��/ 14 6 ' gp NCHv
<br /> _ _ S �10�11
<br /> 37 10 40 36 -S7-5-.O0 69.92 69.81 S 10°10 59 W o �j6 Kph �p `9srp,,o'' 2 3 `r X11 3�
<br /> o-T-7 - 7- `` � `�/ 000- `y�('p� / �j� l�` N,,,,38 04 03 11 375 06'- 26 53 26.52 S 02-4855"--W-- , � 1
<br /> P ��, 'On 71U
<br /> t 0� 24 / 13 �oo°� �::
<br /> 0
<br /> �9 (�'� CV 4'6�os9o� / o
<br /> LOT ° ��' ��, ,o�2ss,;��'� 2 sXss BEING A SUBDIVISION OF A PORTION OF PARCEL 3 AS SHOWN
<br /> LOT _ SF LOT SF h o�' ,� 9 ON THE MAP FILED IN BOOK 22 OF PARCEL MAPS AT PAGE 2
<br /> 1 5500 23 5844 12 y6. SAN JOAQUIN COUNTY RECORDS AND LYING IN A PORTION OF
<br /> 2 5500 2 oh �� 25 �' ti 5
<br /> 3 5500 25 6089 ��0 �h� \ G. / // 5�0 ' SECTION 28, T. 1 N., R.6 E. M.D.B. & M.
<br /> 4 5500 26 5992 °0 P 4/ S . ,
<br /> 5 5500 27 8181 » _ , 0� ti �,� zqt�
<br /> ,6 5500 28 6523 SCALE 1 - SD p �oro9%,y,!�� oo, h�`� � / CITY OF STOCKTON,
<br /> 7 6234 29 7167 6ti o g 6 �� �` 3/ / SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 8 6165 30 10707 10' P.U.E. / 1 1 c,
<br /> 10 -Cl00 321 8 394 oopp 26 O / N s`3 j `� / 7HOMPSON-HYSELL ENGINEERS
<br /> 11 6100 33 6054 / " E /
<br /> 12 5984 34 5718 / o N 75°$g 8g N �¢° ® r0000�-�y h'`o,�y`'�1 / A DIVISION OF THE KEITH COMPANIES
<br /> 13 5598 35 5700 Lo 48.96 J9=?a -
<br /> 14 5439 36 5700 ��� 93 1O2,�� l � • � 1016 12th STREET
<br /> 15 5748 37 5700 i ' ;' 40• -A/,'4'1623„� MODESTO, CALIFORNIA
<br /> 16 5590 38 5700 F, Qn - _ (�') l / 10 /
<br /> 17 5500 39 5700 ��' -_J / ryo h 4� / JANUARY, 2001
<br /> 18 5800 40 6415 27 �1`� I r
<br /> 19 5796 41 6416 Dc� ���h6 ^ N81° , 2 / 28!33i�8, IS
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<br /> 20 58)7 42 5500 J<c.�ro c�0 5 32,37�i w---__w(R ' �Op' rM�('R7 /
<br /> 21 5823 43 5500 `��j 0 �,• �� 65.75 1352yr 1` 79°27!�,��J
<br /> 22 5705 44 5500 Q J ��� E ! S 89°12'40" E 330.Do' M R7
<br /> 00�`� Q'QQ 69 49' 5321, s....... .......�. )( ) I
<br /> 30 w f j 9 o N 55.00' ;i5 00' 55.00' 55.00' 55.00' 55.00` •- - - - - -
<br /> 1ti oh^� ....N 51006'59" W -1-40' P.U.E. o h
<br /> 11.21 N 85°09`29" Lu "�, Lw �,
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<br /> r° ���F� �1i �Z os5'2�,. , oA1 0 �� 8769 61.28` 5500' - -,- - - � - - - - - - - - - - - - -
<br /> .D°' h 0 / ��� 1 �� - £ O 90.28 _..... �� o moo,-.._ 55.00
<br /> �1 \o =�fR� "� N 89012'40" W h� N o �� N 89°12 0D0W 478.97' 55.00' /
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<br /> °�` �ti p �� \ 128.28' ._ S 89 012'40 E 650.60 '
<br /> ^��` \� '�� o'�c' \ \�r_- O O - - - - 522.32' , N 89 012'40 W
<br /> \-I T g �' ti� \ r 2 k, 400.95' - - - - - ' - 79.65'
<br /> 0 0° '`'/ 0 ABRUZZI 249.65' - - ==0
<br /> �� ` 10 P.U.E......: ,_.•_ \ �_ _ ° , , N A CIRCLE ...... s 1101710011, E
<br /> i N 89 12 40 W 362.94 �. ati 51.13
<br /> / y 1 1 \ \ 14 1 2594' 57.00' 57.00' 57.00' 1 fj
<br /> , , � �2° N 89°12'40" W 217.00' --"' M R7
<br /> - - - - - - - - 57.00 - - 57.00 -/ ---52.00 �� �';�� h h� 0 52.DD' 55.00' S5 DO' S5.
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<br />.. °-- 97.99' s 25.10 : 71.9T 110.52' 500`-•- 500 I
<br /> 30.57(R6 r o 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 57.00' 65.00' I 25.00' 25.00' 65.00' ,
<br /> 671.59' 0,.....,,, 0 55.00 5500 55.00 _
<br /> A nO.n, n„ r i. • SHEET 3 OF J
<br /> l:\ 143254\UNIT 71\s3-fm.dwg 1011212001 08.- 8 ,v Sy ,c 4v W 1049.58-(U) 50.00' 230.00'
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