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<br /> Pk, _ rRACr NO. 3098
<br /> N 3 3 o LO DATA.• SUBDIVISIONS OF SAN JOAQUIN COUNTY
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<br /> 9 1 4 4 g V, g - Lor SF LOT SF
<br /> 5 67
<br /> I 5 Z ;} I N 1 23136 _ 28 29658ANCH
<br /> N 04°54'06" N 00°4720" E °m V o I00047'20" 3 2 6305\ * TON R
<br /> 29 8213
<br /> [ E (R) ao 00 N E 3 6211 30 ^ 6398_
<br /> 102.93' ,r 100 00' I N 2 z• MwAft
<br /> N i 100.00' _ 4 _ _6273 31 6466 _ - ��
<br /> �� w N 15 6354 32 6454IJ
<br /> 8 4 n► o = ,tip°15 "' =25,.0,._ Q 57 $ i s x775 33 s3s5 J UNITNO.
<br /> ti •1 o ,, 17 6135 47 6997 _
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<br /> I \ I N 080 , N ° \��,��Fr? 11 2 N3°38,49-E� ) Z 68 18 8845 48 7272 BEING A SUBDIVISION OF RESULTANT PARCEL I'A /l OF LOT LINE
<br /> © 0925�� �- (R� 04 5742 E © - N 03°, 8,43„ E f9 23633 49 63ss\ ADJUSTMENT LLA 00- 18 AS RECORDED ON MAY 17 2001
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<br /> ,v , , , -------_ 20 16284 50 7688 ,
<br /> V � 00.50 106.2,3 ) �
<br /> h 100.82' f 21 15900 51 6673 II //
<br /> o 7 `� 16 `✓ U I 22 16165 52 6000 AS 1.N. 01075676, AND LOT A AS SHOWN ON WESTON
<br /> o� 3 0 N g° 12 I 2 56 �^�` 23 _16165 53 6000
<br /> s1 o RANCH, UNIT NO. 72, AS FILED IN BOOK 36 OF MAPS AND
<br /> _45 E LR� L�.! v 2i
<br /> 24 16165 54 6000
<br /> (R8) • IN rr° , `O N o _ 25• N,pO , a 25 159_00 55 7275 PLATS, PAGE 82, SAN JOAQUIN COUNTY RECORDS, LYING
<br /> o� 24 qts„ r3 4,, 4�,g! 24 071,,, N 26 16149 56 6193
<br /> E S O E _
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<br /> s E: - 3p I IN A PORTION OF SECTION 28, T. 1 N., R. 6 E.,
<br /> ro r 14 � 27 57 6142
<br /> 1 48 19777
<br /> =_ 040• O �, 52 ��9,i 0 aRomicK M.D.Q & M.,
<br /> N, 5 O 2 4?[� � 47 E�R� N?Bo
<br /> NS°p�'12';E�R� `F 17 �1 1 o-N,1 2 �a� �6� E�R� �� �p �9,��% SEE SHEET 4 � I � t4�AY CITY OF STOCKTON,
<br /> .•+u h ,, �S, �6,- 55 ,� F „ „ SAN JOAQUIN COUNTY, CALIFORNIA
<br /> N 08°07'14" E N08®3¢1,34'E(R 15 �OOO�� 2 N `O ?� z LOT B
<br /> 142 ' 89 46' ' ti,� �� oti o �,9, �o o THOMP ON f ffSELL ENGINEERS
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<br /> WE,
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<br /> 0 1 4 -� 1 �� �� o� '�° ° W 25 j 34 13 A DIVISION OF THE KEIH COMPANIES
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<br /> 4 46
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<br /> oti o 4 6t2 '' N 2'05011,211 o vi 3 o I N
<br /> N4°4254„E(R) 3 0 18 h p�G °'` °°• !'- 1 E N N 00040'15" E 1016 12th STREET MOCi ESTO, CAUFORN14
<br /> -- pop 1 sow F 53 ^O O° 64.15' `-� N 00°47'20" E �` 3 104.69' MARCH 2002
<br /> \ os 2 p3 i N1,9°0 , o� oti O. 48.30' , - I '
<br /> 'I ` �A�' Ez�' �1 'S 3`3'9�� 0'` ,�O 105.00 O _3 a
<br /> 3 �� o fZ�.o12y� 11�62�,' ,¢66< � /`.�s3� 19 tih 6000; ? oti .`� ���� 47 o I g `OI I g
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<br /> `'Q. �h'' 19 ?66,�, ' `iso 6 51 otic� ti�� (�,,�� N oD°40'15" E 13 CENT RLONE GRID
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<br /> ? 102.56
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<br /> i I =3 N\°S 9 °'� 20 \ �9, 50 4 ' -
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<br /> l ,\ / �' .o ti _ ") 32 N 2151714.389 ,� N 2151210.818
<br /> N O O 9�jr" V 00 / `` .61 N?8° F sO�h 1 °O .0 S2,y4, 4 y N o,0 A- E 6326759.416 Lam- E 6326654.679
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<br /> � � \ oh �' F\ °r � �O �O;°° �?80 9rst%� �so8 � � O'� ,�O°ti � � N3°15'S_'�E�� � � N 2151749.329 N 2151973.873
<br /> \ ad a / 21 00 'QGF %� a'9' �' F S S 600 �� 49 �O I NOS°59'00" E (R �- E 6326578197 12 - E 6326870.049
<br /> �, 3 .� �..\ / O �.p° F o o �2 48 1 97.09'
<br /> o d 00• �O� N 2151269.576 = N 2151994.470
<br /> 6001°� 22 aJ / 6,6°st. d���� ? ern % �= E 6326319.656 AE 6326681.446
<br /> o \ / o 100 9?� e`J�, 31 . ;�
<br /> I I \ o �O \ e �h �_ (E 6�32647�4.257 A-
<br /> 2J E � 2.84�° , �9\ �; ?S, N , o ^o� L
<br /> I BO�,g. I o� �00� ti`O o/ �Oo ti 32•° , 2•W �B �.
<br /> o� \��� o � , o° \'O 24 0` o , '�o ��o .ti�9;� N1s 4� oo ti/Q 9S°O,
<br /> (R1) ��� , -w' ��° h° ��' Jnr °`� i °' / ��`' o ��B '\9', ., �/ CURV�' VA TA Mff
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<br /> ��O �" ti \ ° 30 / N0. DELTA RAD/US LENGIN CHORD CH.BEARING
<br /> ��� . \•� 0s� ���� `\si 25 O ?� so`��' 4 0 1 101,53715 964.00 183.18 18291 N 8_3 46 03 W
<br /> O / Op.''�9., �- o� N 0 �` a--r--,T ' --_ _ u46W
<br /> F` ?�o ^ro' cp,,)O 2 r0 53 r5 1036.00 _19685 196.5/ N 83 4603 W M(R9)
<br /> In6606x __-66 057 N 87°_14' 3"-W
<br /> Mi 6 ob` \5' ti 6 © 40 9r 'fl o`y 4 03 2 142 8'r 964.00 57.297 57.28 N 8.3 34 57 W
<br /> �, / ,�� roe �. °O = °Opp 26 �, _ �,. F�,�J a-7- " r °--,- ,
<br /> / O O / \ / ,�� / 3g �0 5 03�23rr 964.00 59.83r 59.827 N 80°06 06 W
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<br /> 0. q / / /I 11 6 000-1- - r- 1036.00 4.77r 4.77r N T8a 7 20rr 11 W
<br /> 3 6p �\ O `� 6, 27 10`PUE-'' Fi _ LOT A 7 03 15 20 1036.00 58.86 58.86 N 80 12 55 W
<br /> Io O O 00 / \Oo• / cV rn� 29 hry 8 03 f 19 1036 DO7 _ 58.86 58 86 N 83 8 157 W
<br /> .a off` cqh o `�/ o +� % 9 03 14 21 x036.00 58 56 5856 N 86 43 04 W
<br /> N 6, ` '` `� o,'` 28 c, �', 11 03"55-
<br /> 17V_ 500.00 34\Z3r 34.22 N 87 4 59 W
<br /> 1 p. - �"7-_ 7 ...�_ r 1-V-92-a T_lr"-.-".
<br /> `'�c� 'y --13 --090-64T
<br /> r2 05 09 o4 500.00 _ 4.4.95 _44.94 42 47 W
<br /> q0 13 09 2'r 500 007 _ 79.18 79 1 D N 84 40 8'�W
<br /> \\ z '1'�, °� '`�° �.�� 0� \ of/ ?, �O 6 `� 14 14 01722 90.00x 22.0.37 21.§-7r--N 73 07 4" W
<br /> NOTES.- `� 61 �° O 0 �' 6� SEE '� � 15 1518 W 60.00 16.037 -15.987--w-7J 16 0 W
<br /> ° ��oh�` 16 4J 4151 60.00F 45.76 44.66 N 76 43 36 E
<br /> 1. ALL 0/STANCE'S ARE MEASURED UNLESS OTHERWISE NOTID. A'�. / 0 h' �o \ ,�
<br /> /��`` off` �O h / ��S �Y 86�, 4j� a-r^_' r r r u-r- -t
<br /> 2. A 10' PUBLIC UTILITY E•45EMLNT HAS BEEN DEDICATED / '� ^ sr ,c 17 3548 58 60.00T 37.51_r. 88 90r N 36 08 ' E
<br /> I ALONG ALL STREETS AS SHOWN ON 7NlS MAP. �9y> 610 , �S ro \ �, O h \ A `� FOR L O r5 18 94 49 28 s0 DODO 99.30 88 35 N 66 28 23-7'-E
<br /> -
<br /> FOR 10) y 6?, o / / �, .e� O `� J- 19 09 15 3 rr 90.0_0 14.54' 14.5J N 23°4172_6" E
<br /> ---- • ---
<br /> J. SET A 56" WITNESS CORNER, ON LOT UNE P�ECTION ?9� : ,; ��, o� �� �o�� �/ // // �� 20 20 4 D` 525.00 185.53r 184.577 N 79v'05'14" W
<br /> CAROL YN FOR LOT CORNERS FACING A ROADWAY. (CUT + �'�6,,� 6 '� O� \� �1 �- /� &' z 1 0 2' 550.00 68.577 68 83 N 76 4159"w
<br /> !N CONCRETE SIDEWALK.) 4 �. - s--T- rT- r T °-�-n--
<br /> F / c�j 22 05 57 58 550.00 57.27 57.24 N 83 22 f 2 W
<br /> WESTON : 4. EACH LOT SHALL BE DESIGNED, GRADED AND M!AlNTA/NED TO PROVIDE B 41, . / ��. \\ ��` 23 02 5,z9 550.007 27.447 27.437 N 87.46 'r-W
<br /> BL I/D •` PROPER DRAINAGE WI77-IOUT PONDING, CAUSING SOIL EROSION OR os Q �ti 0 - T --71--
<br /> 24 WWI
<br /> 55000 153:58 t 53:08 N 81 f2 42 W
<br /> sf DRAINING ONTO ADACENT PROPERTY. ALL LOTS ARE TO0`15 r- rr r r o-� -rr-
<br /> (R f 0) DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN �'�-7�,p�� os oo' /f/ ��S \\' \� 37 0_9 .34 90.00 \ 14.54 14.53 N 32 57 41 E
<br /> 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 13-00. B s 38 1B 3 14 60.001-- 1732 17267 N 29°18,41'r E
<br /> of,• ,9 r' �\ \ 39 41 25 2477 60.00'.,, 43.38' #2.44r- N 00 19 2" E
<br /> 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS .6'•T, �' \� \ 40 41 53 51'r 60.00r _ 43.877 42 990r _N 41 l9 46'x-W
<br /> AND BOOK OR VOLUME PRECEDES PAGE. r'f' 9�pg, 41611?'r 60.00r -9.20'- 9,t9r N 66 4Orf2'T W_
<br /> 7. BY THIS NOTE ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED sJ / / 42 10_8 3 31'r 60.007 113 77 97.48r N 16 2777 W
<br /> IN CONFORMANCE WITH CITY OF STOCKTON SUBDIVISION DESIGN of \ 43 00°-8 3 275.007 3.89 3.89. N 71028-r672W
<br /> STANDARDS DRAWING NO. 6, CONFIGURATION• FURTHER, THE DEVELOPER 44_ 12 0 3 7T 275.00 58.29 58.18 N 77 56 41" W
<br /> O-T-7T T �-T - 7 �'T-7T -
<br /> OF THE SUBDIVISION SHALL SELECT THE STREETS ABUTTING THE CORNER o'` 45 05 1140 275.DO 24.9_3 24.92 N 86 36 50 W
<br /> LOTS UPON WHICH ACCESS /S TO BE PROVIDED AND ACCESS /S HEREBY ��, ^� _46 _18 D 57'x 275.ODr 87.117 86.757 N 808712'7 W
<br /> RESTRICTED ON ALL OTHER FRONTAGES B<'�, \ 47 _38W5 29'r 250.007 __1e7_.66'_ 164.5_4r N 69 59 56" W
<br /> 8. SEE SHEET 2 FOR LEGEND, REFERENCES AND BASIS OF BEARINGS. _ 48 _24 50 24'r 225.00r 97.55x 96.787 N 74 18 50'r W
<br /> 9 LOT "C" SHALL BE MERGED WITH THE ADJACENT PROPERTY TO THE / 49 02 2 J'r 225.007 _ 9.737 9.737 N 87 217r W
<br /> WEST BY SEPARATE DOCUMENT SUBSEQUENT TO THE RUNG FOR 50 27 9 2'T 225.007 107.287 10626 N 75°-3.3 09-r-W
<br /> -° 51 10 5°-3 15'r 1000.0_07 190.o2x 189.747 N 83 46.0 7i W_
<br /> 10. NO DEVEiOPM
<br /> RECORD OF THIS MAP AND SHALL NOT DOST AS A SEPARATE 52 10 5 715'r 1000.0_07 f9-0.62-r- 189.74' N 83 46 0"-W
<br /> PARCEL N?8o 53 OT°r9 52 964.DO 123,35 123 267 N 85 3 44'r W
<br /> ENT WILL BE PERMITTED ON LOTS 'A" OR "B" OF THIS �9�����
<br /> MAP WITHOUT THE FLUNG OF A SUBSEQUENT FINAL 94P AND RECORDATION
<br /> OF A SUBDIVISION AGREEMENT.
<br /> FD 1-ve 1RON PIPE !• '`•N 89019'45" W
<br /> 1.-�143254�UNIT 73�S5-U73-FM.d wg 03/27/2002 10:34 (NO TAG) (R 1)(R6) I 41.69'(M)(R 11) SHEET 5 OF 5
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