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<br /> TRACT NO, 3094
<br /> 1 tA1C ��nnATA rAPDI a=_ re n ra �+ n r�� e A eaeea nn a�
<br /> ►_uvc UH►H ►���. a BO►VIJ►ON5 OF a��►v� vv 'vrw c.vL�rl r ►
<br /> NO. BEARING DISTANCE
<br /> 1 N 00 47 20 E 98.18 SUBDMSIOIV 5UM� rr ,Y, _ W. - EiSTO
<br /> 2 N 79 57 06 4.06. 48 LOTS (INCLUDING LOTS A & B - 7.06 AC. RANCHy
<br /> 3 N 89 12 40 6.41' STREET R/W = 2.34 AC. (�'�� DATA TME
<br /> •
<br /> 4 N 00 4747 20 E 1 i 0.00 � ,� NOw
<br /> 5 N O1 55 79 E 59.06 TOTAL (UNIT NO. 69) (GROSS) = 9.40 AC. D DELTA RADIUS LENGTH CHORD CHORD BEARING UN, i
<br /> 6 N 03 D 39 6 E 58.14 1 04 03 32 2348.00 166.33 166.30 N 16026'33" E
<br /> 7 N 04 23 18 E 58.14 2 17040'59' 2452.00 756.75 753.75 N 4 37 49 E -
<br /> a-r-- 3 -6-9-015J4" 90.00 14.54 14.53 N 84 34 53 W
<br /> 1 8 N 05°37 00 E 58.14 4 03 55 30 475.00 32.54 3253 N 32018 53 E BEING A SUBOI UI'SIOIV OFA PORTION OF PARCEL 3 AS SHOWN
<br /> 9 N 06 50 43 E 58.14
<br /> 10 N 08004'25" E 98-.1-41 ON TIME MAP nLED IN BOOK 22 OF PARCEL S, AT PAGE 2,
<br /> 11 N 09. 18 07 E 58.14
<br /> 12 N 1D3�1T4-9-"-E 5814 JOAQUIN COUNTY RECORDS, AND LYING IN A PORTION OF
<br /> 13 N 11.45'32"-E--378-.�14
<br /> 14 N 12 59 14 58.141 SECTION 28, T. 1 N., R.6 E, M.D.B. & M.,
<br /> 15 N 1302825" E 58.99 ����j 0,3
<br /> °-
<br /> 16 N 74 41 50 48.64 � I -� CITY OF 5T®�iKT®Ni
<br /> 1 N 84 28 46 110.05 {cJ C� -,AO rj ��
<br /> r JOAQUIN COUNTY, CALIF®RNIA
<br /> 18 S 75;66 5 C Cj '�� �
<br /> 19 N 59 38 52 100.00 } >>
<br /> 20 N-55043'2211- - 50.00 �I1 c SC>> C� THOMPSON LHYSELL ENGINEERS
<br /> 211N 47 49 09 128.24 yy�J\,� 1 `}h
<br /> T- - >>> V • A DMSION OF 7HE KEITH COMPANIES
<br /> 22 N 7900021" 25.00 �
<br /> 23 S 88 0_1 4'-4"� 129.43 I 45 / _- -----
<br /> 24 N 13 51 32 E 103.37 (M)(R5) 29 / � 46 )��1G<
<br /> 25 N 02 04 50 41.28 (M)(R6) /\ 23 30 I - ' 2 g a �r �)�) �C)} 1016 12117 STREET ®D�STO, CALIF®RNIA
<br /> 43 41
<br /> 3 8 �� JANUARY, 2001
<br /> 15 27 31
<br /> 18 - 42
<br /> 43
<br /> 26 h m 4 7 ��
<br /> T Q 32 41 J
<br /> �\ 14/ 19 25 - .3 - I - v 49 Z 5
<br /> i •
<br /> / 33 I
<br /> 40
<br /> � I w
<br /> \ / 13 - - o _ z 50 15 14 13112 111 110 19 B
<br /> .._ ._... � � / � 2D ca - - Z - - w I 17 16 15 1 4 3 rr
<br /> -- 24 34 I o 1 FOUND AND ACCEPTED 3/4 I.D. IRON PIPE TAGGED
<br /> l Qj 39
<br /> 12 - 51
<br /> \ - - - 16 p L.S. 4876 (R 1), (R6) OR AS NOTED.
<br /> 23 - ICASSO
<br /> / -- �i = WAY
<br /> 35
<br /> 52
<br /> 34 \ - `�� -Z 11 0 21 I- 22 - _+ 33 _ - _ FOUND AND ACCEPTED 2-1/2" BRASS DISK STAMPED
<br /> / - 36 37 53 Q / 1 B 19 120 I z 1 122 23 L.S. 4876 (R 1), OR AS NOTED.
<br /> v I 124 1251 26127 128! 29 42 1 431
<br /> \
<br /> CIA 5JDCK7DN < -o- SFT 3/4" X 30" IRON PIPE TAGGED L.S. 4876.
<br /> sraess;�Dis4 ZS7A77ON ' ASO TARO ROAD I
<br /> ABRUZZI CIRCLE Lor •c� - 9 3 6 - 411401_II -
<br /> • / O \ � �� 4 30 -©- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> I I 13 I z i 1 31 IN MONUMENT WELL
<br /> 1 2 R1 10 S 86°1S'34" E 886.39'(M)(R1) --.
<br /> �Q ( 14 N7S 35'13'$y R 32
<br /> - l CONTROL MONUMENT
<br /> 24 0 a 13 12 11 10 9 8 �7 - - STAMPED I L.S.F 4334"�OR AS NOT D.(R2)
<br /> O2 w v 15 � 3 wc. ,t _ ,
<br /> o Rf) 8 1 \ 34 135136 SCALE 1 - 200 �� r,
<br /> J ABRU 24 SET 1/2 X 30 IRON PIPE TAGGED L.S. 4876 AT
<br /> r ZZ/ _
<br /> C _(�
<br /> /�� \ I ALL REAR LOT CORNERS UNLESS OTHERWISE NOTED.
<br /> 1 / ' 21 16 \ rN59°38'52"W(R) 5 \ a
<br /> O 23 -
<br /> / \ 25
<br /> 0 0 `k o 17 18 19 ZQ 21 ® -,` N \ -- � 60 , WITNESS CORNER: SET 1/2" X 24" IRON PIPE
<br /> (� r+o 4 0 >>°3 j,¢ \ti 3, ° z2 26 \ 3 WC. TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED.
<br /> 20 16 1 B
<br /> . 19 -
<br /> ��o t� , r \ o , w - J
<br /> � MEAN. HIGH-WATER....... / �i �o � '`� ���� �S 21 � 59
<br /> 9
<br /> / 27 ,
<br /> r 4 � 0 3 � � WITNESS CORNER: SET 1 2 X 24 IRON PIPE
<br /> LINE, SEE (R6). � � - - 3 3 /
<br /> - � � 1- X
<br /> ( ) 23 J 20 28 - 53 W C. I TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED.
<br /> 2
<br /> DETAIL fA�� �� oar S££ O, 24 \ �8� , 19 'y 29 / P.U.E. PUBLIC UTILITY EASEMENT
<br /> S
<br /> NOT TO SCALE ?i S y®3 l j I 25 1 \ \ ��l/ 18 w I
<br /> S J S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> H£ -�o V /� Y\ MEASURED ON THIS SURVEY
<br /> £T 30 M
<br /> �\1 4 12 �40E7 17 - \ 47 ), ��
<br /> ,' 26 Iy ONY ® SEF-S FUTURE SCHOOL SITE 46 ��`} !0 W.C. WITNESS CORNER
<br /> o H - 31 P.M. PARCEL MAP
<br /> Q �
<br /> J £E)'
<br /> . 1
<br /> P 11 SE£ 'r-.3 <� M.&P. MAPS AND PLATS
<br /> j
<br /> �I J 1
<br /> 27 46 � SHS• ____ � - �
<br /> O 4 - 32 SURVEY
<br /> i o y � R.S. RECORD OF SU V
<br /> "DESIGNATED to - 45 ���
<br /> r 15 \ / I.N. INSTRUMENT NUMBER
<br /> 28
<br /> LEVEE EASEMENT REAAA/NDER" o 6 12 14 �3 / �`�' I.P. IRON PIN
<br /> / I.N. 90093162 g )C rl - �j 44 O.R. OFFICIAL RECORDS
<br /> � 1 -
<br /> 0 29 44 r 34
<br /> / 2 ��
<br /> IN. 01046617 \
<br />� 0 13 S.M.E. SOUNDWALL MAINTENANCE EASEMENT
<br /> 30 43 \
<br /> 1� 12
<br /> Q� � o - 37 33 \ It J CURVE TABLE REFERENCE NUMBER
<br /> C,� // �0 )� {)CF•' r� 0I 31 42 11 35 1 \ \
<br /> �1` �� O
<br /> 1� LINE TABLE REFERENCE NUMBER
<br /> r r 1 s 32 41 \
<br /> Do O 10 LA WAY \
<br /> 1 CENTERLINE GRID COORDINATESREFERENCE
<br /> O! 33
<br /> 98 6 L, \ N=2152015.029 CALIFORNIA COORDINATES - 83, ZONE 3
<br /> 34 39 s, 7 r35 \ E=6326492.314 CENTERLINE AND CONTROL MONUMENTS
<br /> ABRcr'�CLE 38 ��N 1 1 2 1 3 1 4 1 50.0 86 \
<br /> i SEE DETAIL 'A4 ......
<br /> THIS SHEET 37 „ o cn
<br /> HENRY LONG BOULEVARD
<br /> '-235.00'--.•". \
<br /> ° r " \ N 89019'45" W (BASIS OF BEARINGS)
<br /> N 89 12 40 W \
<br /> • , /
<br /> REFEREN ES. BAS& 2454.13(M)(R3)
<br /> (R 1 WESTON RANCH, UNIT NO. 35, M. & P. 35 - 83, S.J.C.R. BEARINGS DISTANCES, AND COORDINATES ARE BASED ON THE CALIFORNIA 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> LOG ALL F STOCKTON ........ ...•..•.
<br /> !GATED ALONG F . CITY O
<br /> A BEEN DED D
<br /> (R2) BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R. COORDINATE SYSTEM-83, ZONE 3 (1991.35), A LINE BETWEEN CITY OF 2. A l0 PUBLIC UTILITY F.�ISEMENT HAS . ,
<br /> STOCKTON MONUMENTS NO. lOS-12 AND NO. lOS-13 BEARS S 89019'45" E STREETS AS SHOWN ON THIS MAP. FD. C/TY OF STOCKTON CONTROL MONUMENT, BRASS DISK
<br /> (R3) WESTON RANCH, UNIT NO. 53, M. & P. 36-40, S J.C.R. J. SET A 5'6" WITNESS CORNER ON LOT LINE PROJECTION FOR LOT " "
<br /> AS CALCULATED FROM CITY OF STOCKTON TRAVERSE CONTROL MONUMENT � CONTROL MONUMENT, BRASS DISK STAMPED L.S. 4334 10S-13
<br /> R4 I.N. 90093162, S.J.C.R. CORNERS FACING A ROADWAY. (CUT "+" IN CONCRETE SIDEWALK). STAMPED "L.S. 4334 IOS--12" R2 R3
<br /> ( ) ( )( )
<br /> SURVEY PHASES X/l AND XIII, FILED FOR RECORD IN BOOK 33 OF SURVEYS, AT
<br /> AND MAINTAINED
<br /> TO PROVIDE
<br /> (R5) BOOK 30 OF SURVEYS, PAGE 77, SJ.C.R. PAGE 20, SAN JOAQUIN COUNTY RECORDS ALL DISTANCES SHOWN ARE 4. EACH LOT SHALL BE DESIGNED, GRADED A M (R2)(R3)
<br /> 101.37
<br /> M. 2 -2 S.JC.R. PROPER DRAINAGE WITHOUT PONDING CAUSING SOIL EROSION OR N=2150
<br /> R6 P. M 2 GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.9999323 TO
<br /> ( )
<br /> DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO N=2150130.108
<br /> E=6332329.543
<br /> D (STANCES
<br /> OBTAIN GRI D
<br /> DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. E=6329875.750
<br /> 5. THIS MAP REFERS TO APPROVED
<br /> TENTATIVE MAP TM15-00.
<br /> 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK
<br /> L•�143254\UNIT 69�s2-u69-bd.dwg 10/17/2001 08.•36 OR VOLUME PRECEDES PAGE. SHEET 2 OF 4
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