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<br /> CENTERLINE GRID LOT AREA DATA TRACT NO. 3097
<br /> C008""�� ATES. LOT SF LOT SF LOT SF LOT SF
<br /> = -�- 1 6150 17 6086 33 6000 49 6500_ SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> N 215145& 2 6000 18 6113 34 6089 50 6500
<br /> 591 N 215196 1.
<br /> A= j E 6327629.831 J �- E 6327 82.82 �- E 6327680.664 IA= [E 6327799.098 J 6000 19 6487 35 6284 51 6500
<br /> 4 _ 6000 21 __ _6287 _ 36 11251 52 _ ___ 6500____
<br /> WESTON RA
<br /> AN 2151703.377 N 2151452.849 N 2151973.873 N 2151695.125 5 _ -v6000 21 6390 37 - 11251_ 53 6000
<br /> 2 = E 6327559.210 A5 = E 6327597 039 8 - E 6326870.048 11 - E 6327795.436 6 6000 22 6400 38 6973 54 6000 Iffaw
<br /> 7 6000 23 6400 39 6467 55 6000
<br /> N 2151708.521 60J Q91 11 2150945.31-91 8 6JOO 24 6400 630 NOAw 72
<br /> Aj = 56 6000
<br /> E 6327185.604 �- E 6327178.652 N 2151203. A9 = E 6327189. 98 A= [E 6327417.196 9 6300 25 6400 4� 6300 57 624
<br /> 10 6270 26 6448 42 6300 58 5848
<br /> / 11 6270 27 6270 43 6300 _59 5700
<br /> 10J(R7) ��r•J J1v h;1 \HCl-1, Uj\11-f j\J J, r�,9 12 s000 28 6270 44 6595 60 soo4 BEING A SU6?OMSION OF A POR77ON OF PARCEL 2 AS SHOWN ON
<br /> 10 - N 0°4720" E 266.ao'(M)(R7) -_ _ --•.. (R7) r _ J 13 6000 29 6448 45 6270 _61 606_1 ' PARCEL MAP fTLFD /N BOOK 21 OF PARCEL MAPS AT PAGE
<br /> 36' .` • 11/f, i� �, 3 J 14 6000 3a _ _6000 46 6300
<br /> I ERICKSON CIRCLE 3 " N 89012'40" W N 89 012'40"
<br /> 1 s 6000 31 6000 4 - -_6&2-0 - - 17, SAN JOAQUIN COUNTY RECORDS, AND LYING IN A PORTION
<br /> w soot 32 6000 48 6500 M.,
<br /> OF SECT rON5 27 & 28, T: 1 N., R. 6 E., M.D.B. &29.78'(M)(R6)(R7) 15.001(M)(R6)(R7)
<br /> 33
<br /> CITY OF ST'OCKTON,
<br /> h J0 o o I N 0°4720" E N 0°4720" E 250.00'(M) R6) R7) I r�- N JOAQU/N COUNTY, CALIIFORNIA
<br /> N 89012'40" W I N 89°12'40" W w „� 1 Do.00'(M)(R6)(R7 y 121.99' 128.0 f' J J
<br /> 45.00(M)(R7) 45.00'(M)(R7) Z i .o T- - THOMPSON-HYSELL
<br /> 36' ._ N 0°47'20" E 255.00'(M)(R6 R7 ,.... 'Z' cV 3 ENGINEERS
<br /> R
<br /> 105.00 3 0 w 3
<br /> 36 _ , ; 100.00 � 25 25 , g E�� �.�, �, � ,.., A DIVISION OF THE KEITH COMPANIES
<br /> 2 Fr
<br /> o�.._I... 205.00 h 18 ` 10 11 N2°�5 �`° ti� 36 N 37 t�l o J A HAVEN
<br /> 4� N /;;f o
<br /> O -2 , �flo p l �..� -
<br /> $i , oN o �9, 7 1 N 00°47'20" E oma, � �$� o � (R7) PL��iE �0�6 �2th STREr NODMO. .IF®RN�
<br /> ,o;�F�� 0 0 100.00 �, �., : .....,ops 029 �9 w
<br /> '� F 20 F �6 �6 _ N w N 89012'40" W... o� OCTOf.�ER, 2001
<br /> N 00°47'20" E N 00°47'20"�E-t 12 I `90, ��Ar,, 0 1 2 1 N Z 14.00'(M)(Rl) �'
<br /> 100.00 , ^ N
<br /> z 20 � _
<br /> 103.15 5 �
<br /> o I I 6 __ 25 N4°50'281(?) °j q 35 24 J8 l o (R6)(R7) o,I N .
<br /> 7 �1 f4 ° ^'45-"e0" 1g �%%E ) I N 0'47'20" E °00 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> co I 2 `S8S 4 / N 00 47'20" E W ss,, 22 0 100.00(M)(R6)(R7) Z o ° , „ I r 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> F , J z \ X00 I N 0 47 20 E ALONG ALL STREETS AS SHOWN
<br /> ° , ON THIS MAP.
<br /> I 9 0 0 2
<br /> N 00047'20" E N 00°4720" E�� O 16 .'1'�°99.74 :'NOS 47'20„E ./ 1�, \o� Nom' ° .... :; 150.00(M)(R6)(R7) W...
<br /> `�9� °� N04 12 40 W • , ( - J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> 100.22' U5 f 5 ? ' g 81.51' �5�,'11 ��9'�. , o 0 25': 100.00'(M)(R7) - FOR LOT CORNERS FACING A ROADWAY. (CUT +
<br /> 17 -� .. 100.00 3 2 F ^ I ( . 87.28 0 0 'I25
<br /> �/ I
<br /> rP I 1N CONCRETE SIDEWALK.)
<br /> $I a o , �, 21 `J: I`�' 18 2 1 52 I $I o I EwALK.)
<br /> o .25 N N 1 (o - r
<br /> ':25 : 4. EACH LOT SHALL
<br /> • 4 o BE DESIGNED GRADED AND
<br /> .� w 'h 2 MAINTAINED TO PROVIDE
<br /> O � I O 53
<br /> 'o I o 3 0 1 '� o o r „ '� o , ,r co I `� �J PROPER DRAINAGE WITHOUT PONDING CAUSING
<br /> o I o I N 00 39 N co SOIL EROS/0N OR
<br /> I I I N I 47 20 E ro 00 47 20 E
<br /> 1 co DRAINING ONTO ADJACENT PROPERTY TY. ALL LOTS ARE I 16.65 .. , I E ]0
<br /> N 00°47'20" E N 00°47'20" E I"� I 100.00' N o0°47'20" E 25' 25 , �'' 8.43 100.00, I I N 00°47'20" E - -- DRAIN FROM REAR TO fRONT UNLESS OTHERWISE SHOWN.
<br /> 33 I 0 100.00' 100.00' o I o 100.00' I I I N 00047'20" E o � ro I 100.00' 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP >M 13-00.
<br /> o I, 4, 105.00' o 0 0 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> o I� I (� I 22 I_ I h 5 o 77
<br /> <� o I�'� ,¢ o I o �J `° o $ o o $ N'� o I�o o I 54 0 AND BOOK OR VOLUME PRECEDES PAGE.
<br /> Qc) 15 o v I o 33 ^ I I 40 �$ �• ^
<br /> ® I o cO to N 00°4720 E `° o o d I 7. BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED
<br /> '� co h N 00047'20" E () o , „ -cls IN CONFORMANCE WITH C1TY OF STOCKTON SUBDIVISION DESIGN
<br /> N 00°47'20" E `0 N 00°47'20" E I �: o N 00 4720 E �
<br /> L� 3 d 100.00' N 00°4720" E N 00°472 " 100.00' ® , ^ STANDARDS DRAWING N0. 6, CONFIGURATION. FURTHER, THE DEVELOPER
<br /> ro 100.00' 100.00, o 14i 100.00' I o 0 E I` h(� I 100.00 73 OF THE SUBDIVISION SHALL SELECT THE STREETS ABUTTING THE CORNER
<br /> $ I V 105.00 $,� o I$ o �;, o U LOTS UPON WHICH ACCESS IS TO BE PROVIDED AND ACCESS IS HEREBY
<br /> 1 o ^ 3 $ oo M I v 0 23 50 h h ' 55 0 "� RESTRICTED ON ALL OTHER fRONTA
<br /> h o I �o 0 0 0 GES
<br /> �, 5 0 14 0 , 0 32 I� pi ^_� �I`°
<br /> l �,� I O O Co p cV O p I O --
<br /> o , „ a I I N 00047'20" E I o o I 41 ° e N DO°47'20" E I N I ^ 8. SEE SHEET 2 FOR BASIS OF BEAR/NGS AND REFERENCES.
<br /> Iz N 00 4720 E N N 00*47'20" E o „ "� "� °� 3 ^ N 00°47'20" E 3
<br /> �.. ° I 3 3 100.00, 3- N 00 4720 E I I °o
<br /> I 100.00, 100.00, I I g 100.00' I14. N 00°47`20" E Z 100.00' o I 100.00'
<br /> 3 0�, : 3 105.00'
<br /> �$ NI 24 Io oI I o h N 49 I$ o A QI 56 �$ 12 I�
<br /> co <r O
<br /> � o�u 13 I� 0 �I�i °v> co I �`° � 31 � N o I 42 0 co� I� wo � '�co Z ,- R7
<br /> 1 w I N 00°47'20" E 04 , r► I `� ao N 00°47'20" E Z I o r r, z I N 00°47'20" E iJ ( ) FORECAST
<br /> o , r, rn o, I 2 N 00 47 20 E I 3 WAY
<br /> � N 007 20 E z Z N 00 47 20 E � 3 0 , „
<br /> NI 100.00' 100.001 3 I 100.00' 100.00' Z o Z N 00 47 20 E 100.00' I o I 100.00' 3 _ -_ 3 I 82
<br /> t l 0 0 0 0 o I I, ='' 105.00 W Z o, o o ;�.
<br /> 41 N of 7 0 0 0 ® o 0 0 o w I o oro cn , - � ^ �- oI� W ° ,
<br /> so; 12 to �I 25 30 I� b o 48 to �I 57 �NN�` N�)(1 <o w
<br /> co co co 0 o v, I o 9 o I h 2 co o co � l� .•3.00'M R 1 R6 R7
<br /> �I °p I I co co co op I o 43 o co ^ co � oo I a, x11 �o �... )( )
<br /> op I 4 ` v�
<br /> N O0°47'20" E N 00°47'20" E °jI I Z N DO°47'20" E LY N 0047'20" E
<br /> 00 ® N D°4720" E N 0°47'20" E I N 00°47'20" E N 00°4720" E \ 4"fll 25' Z "-_100.00 (R7) 3p� 3011 4.91 (M)(R1)R6)
<br /> 3 I 100.00 100.00' 2 100.00' 100.00' , 100.00' 100.00 y i' NO°47'20"E 160.00'(M)(R6)(R7)
<br /> ' o r o o,I I- I
<br /> 105.00 v, c»
<br /> 26 0 CURVE QA TA TALE
<br /> � �:� sEE N8 7 0 11 I� �I 29 I� I o h -4 (A 58
<br /> ° , " to SEE NOTE 7 '�* 1 25' I `* '� ^ d , , o h 47 I I� o , N0. DELTA RADIUS LENGIN CHORD CH.BEAR/NG
<br /> 36' 36' o ( N45 47 20 E co J` 25' : SEE N01 Lr 7 �o co SEE NOTL� 7 +25 25 44 0 , v, 0.91 �-
<br /> rn ` , , o o I - '' 3 O 1 11 33 1025.00 21.33 _ 21.33 N
<br /> q, 28.28 1 D PUE 0 �`3� ti` �� I '� SEE NOTE 7 25 �--7 -
<br /> �- I a 10'PUE 0 I SEE NOTE 7 co }i, r•7 0 , " 88 36 54 W
<br /> r- ���' 'f'� 1 D'PUE /0 `"� , I N 00 47 20 E 4 02 51 5 1025.00 51.16 51.15 N 86 35 19 W
<br /> 0 77 00 °1� 'r-'�
<br /> /1- 06T -.. ... /' _ p /o �9� - - -- - __/ ��� 30 , o -;x-
<br /> 77.00 ,r i -`• :�/`- ,- 4 95.00 5 04 0 08 1025.00 72.49 72.48 N 87 11 06 W
<br /> «o o" N 0°4720" E 157.00' """�N0 I `sem%' ••- o r „ , 01 �� 8200 77.00 � 01� o-
<br /> N 0 47 20 E 154.DO ... tt� s�.�...__ o , „ , �Q IoI o 6 00 31 27 975.00 8.92 8.92 N 85025'15" W
<br /> P1� � ►� F� � � N 0 47 20 E 159.00
<br /> (R8) 10 o I �" _ �' S9
<br /> ;..._.. o -� 3 4 460.077F8-7026'50"
<br /> - - - -- - N 0°47,20" E 766.00, I o N 4 03 08 975.00 68.96 68.94 N 87 l l 06 W
<br /> 0 0
<br /> , ., o) 8 0
<br /> 0'I �.E Q 'I 36.00 0 225.00' o - '---"- - 250.00' --- - �y � ° - - , - _ _ ° JO/'- �O I `O 9 04 03 08 1000.00 70.73 70.71 N 87 l l 06 W
<br /> �iOLl.I.o o LANE 255.00 - Q N 00°47'20" E - 10 04 03 08 1000.00 70.73 70.71 N 87011'06" W
<br /> o N 0°47'20" E 15'7.00' --••.'�'� ���1 o r " , � iI "� r.� I 6 ° 3 too 11 O1 58 08 1025.00 35.22 35.22 N 88 la 3 3 W
<br /> �o y N 0 47 20 E 154.DD - . I y�... o r r, , 2 95.00' 12 02 0 00 1025.DO 37.27 37.27 N 86 12 02 W
<br /> _ N 0 47 20 E 157.00 rr _
<br /> �'';
<br /> 00 - - 77,pp' �0 r+r,, o o N 77 00 77 go, `� , s� o N 13 04 03x08 1025.00 72.49 72.48 N 87 11 06 W
<br /> I ► , „ .l0'PUE �' sem, I o p h�j- - -3 - "o S o 0 N g __77.00' 80.00 �, o a
<br /> 36 36 N44 12 40 W o 10 d' F ,� r1�' �4 0 1 D'PUE ' � �'- o p�4 p -3 ; - - - ac#' 3 N I �' o N 14 01 31 04 9 75.00 25.83 25.83 N 85 55 04 w
<br /> a 27 28 F 10 PUE 0 60 N
<br /> I 0 28.28' N o SEE NOTE 7 1 "' =* o "� C1 o c9 "� a o
<br /> SEE NOTE 7 cv o SEE NOTE 7 1 25' °j 4`5 F o co� o o, 15 02-,32'04" 975.00 43.13 43.13 N 87 56 38 W
<br /> o I 9 N89°12'40"W•. ° +l o „ 25' SEE NOTE 7 N 46 ,30 r, � ^ 3 16 04 03 08 975.00 68.96 68.94 N 87 11 06 W
<br /> SEE NOTE 7 , I N89 12 40 W c �o N89 12 40 W o , „ •- h o I �' o , r,
<br /> v I 45.00 , o , I'' N89 12 40 W o SEE NOTE 7 o r� A I N 00 47 20 E - 17 39 21 30 50.00 --j4-.35T- 33.68 N 71 0635 E
<br /> 0 100.00' , , I , 45.DD ao 45.00 /I , o> 3 �-r-n
<br /> N 100.00 25 25 100.00' Z , I , 45.00 w I o , d 18 18 06 14 --47007- 14.85 14.79 N 60"2857" E
<br /> 100.DO 100.00' 95.00 0, 19 60 O6 03 47.00 49.31 _47.08 N 80 2' 4 1 W
<br /> of •• ' 25 25 100.00' rn N I °0 0 20 51 5�5 4 n 47.00 42.60 41.16 N 240'23 29 W
<br /> - " 200.00 --..... -
<br /> 200.00 200.00' z $I 61 $ 2 21 51 055 54 47.00 42.60 41.16 N 27 32 25 E
<br /> N 0°4720" E 700.00' I a 22 60"55327, 47.00 49.98 47.66 N 83"58'08" E
<br /> y "' 224.20' 11 1 f �N 11 01i 23 15 42 55 47.00 12.89 12.85 N 57 42 38 W
<br /> I I i I I FU�R A :J 30' I•. :! 30' 95.00' I N 24 258 42 59 47.00 21223 72 68 N 00 47 20 E
<br /> E L OTS a _ „ 25 39-2 1 29 50.00 34.35 33 68 N 69 31 55 W
<br /> �. :(R8) :I � N 00471 20 E 155,00'
<br /> --"
<br /> 0 • � I SEE SHEET 3 I
<br /> l: 143254�unit 72`S4-U72-FM.dwq 11/14/2001 11:18 (R6) SHEET OF 4
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