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<br /> K DATA TAB,�E,•
<br /> LINE TABLE _
<br /> NOTES TRACT No. J09.5
<br /> N01 BMING DISTANCE // nBDI
<br /> 1 S 89"12'40" SU
<br /> E 224.31 �I m Sl1M /.• 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 2 N rr rr 11 rr r
<br /> 00 4720 E 100.00 43 LOTS (INCL. LOTS A & B ) = 7.10 AC. 2. A 10 PUBLIC U7IL17Y EASEMENT HAS BEEN DEDICATED ALONG ALL Az;
<br /> 3 S 11 17 00 13 W = 2.10 AC.E 51. STREET R/ STREETS AS SHONN ON THIS MAP.4 S 00 4720Wj100.00 ,r5S 89 12�40�' E 330.00 TOTAL (UNIT N0. 70)(GROSS) = 9.20 AC. 3. SETA 56 WITNESS CORNER, ON LOT LUNE PROJECTION FOR LOT6 N 79 27 " 53.71 CORNERS FACING A ROADWAY. (CUT + IN CONCRETE SIDEWALK). W
<br /> 7 S 20"51'55" W51.20 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 15-00. UNITNO.
<br /> 8 S 31 32 51 51.20 CURVE DATA � � 5. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE
<br /> 9 S 37 13 23 W 51.82 PROPER DRAINAGE WITHOUT PONDING CAUSING SOIL EROSION OR
<br /> 10 N 51 0325 E 112.02 NO. DELTA RADIUS I LENGTH I CHORD I CI-LBFARING DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> 11N 47039'04" E 61.96 1 09 015 34 90.00 14.54 14.53 N 84 34 53 DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. BE//V� A SUB®l{//BION OFA POf r TION OF PARCEL 63,
<br /> 12 N 42 16 20 E 11237 2 03 55 30 475.00 3254 32.53 N 32 18 53 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK
<br /> 13N 51 21 40 100.00 OR VOLUME PRECEDES PAGE. AS SHOWN ON THE MAP FILEN IN BOOK 22 OF PARCEL
<br /> 14 S 51 21 07 E 50.09
<br /> 15 S40 E 125.00 Jam, AT PAGE 2, eJV'ON JOAQUIN Ci OUNT Y RECORDS,®RQS, I.� L YIN�i
<br /> 16N 855 13 13 07 98.16 ,�V\,
<br /> 1 N 35 47 18 E 105.52 �1r IN J�E�i'TI®N 28, �. N. R. E M. D. B. �•
<br /> 1 r
<br /> }
<br />� 8 N 29 53 07 E 149.51 } }
<br /> 19 S 88 01'43"--FV 129.43 �c S��a�1��'r ' STOCKTON,
<br /> ,
<br /> 20N 79 00 21 25: -4 �`�`'j�1�� , SAN JOAQUIN COUNTY, ® ,A
<br /> 21N 47 49 09 128.24 x1 r}�� .,C��C� F®1'T NIA
<br /> 22 N 55043'221, w 50.00 \�, O1`� 0,
<br /> 2 N 59038-'52" 100.00 - 1
<br /> 24N 7502652"-T--14.247 h 1 \ / y \}���� . }A THOMPSON-HYSELL ENGINEERS
<br /> 25 S 8446 E 110.05 45 / A DIVISION OF THE KEITH COMPANIES
<br /> 2 N 74 4141 50 48.64 / 1 44 46 1�' r'�,+
<br /> TZ N 13 28 25 E 58.99 % 23 ` 29 30 I 2 1\ <} C }
<br /> 2 N 12u5,9'14" E 58.14 17 } 1
<br /> 29 N 11045J2" E 58.14 1 16 18 II 27 31'� 43 47 a - e - ���n�y�J�1 1016 12th STREET MODESTO, CALIFORNIA
<br /> 30 N 10031'49" E 58.14 \� }
<br /> a
<br /> 42 � -- _ c
<br /> 1
<br /> � _ \ t1
<br /> � -I_ _ _ 4a � ANUARY 2001
<br /> 3i �
<br /> N 09 18 07 E �
<br /> 58.14 - 2s J
<br /> 32 N-08004'25" E 58.14 14 s� 19 - a 32 1 41 a 49 Q
<br /> 3 N 06 50 43 E 58.14 / 25 > - - 5 s _ 1
<br /> / 33 1 40 t I I i I i 1
<br /> 34 N 05037'00" E 58.14 13 � I
<br /> \ 5D � 15 13
<br /> 35 N 0402J'18"8 -E 58.14 ' i �y� 20 24 � - - __ _ J 14 112 111 110 19 18 1 7 I s
<br /> 15
<br /> 4
<br /> 34 I I 3
<br /> � Z 1
<br /> 12 <' i - -_ 39 O 1
<br /> 3 N 03009'36" E 58.14 51
<br /> O
<br /> 3 S 61055-1191159.06 1 23 35 3a - - - m RICA WAY •
<br /> 3 S 00047'20" 110.00 _�\ 11 a 21 1- 22 �� - m 52 - rl
<br /> 3B - 17 -o FOUND AND ACCEPTED 3 4 1.D. IRON PIPE TAGGED
<br /> J91N 89"12'40" 6.41 � /
<br /> 37
<br /> T L�ll
<br /> la 191 T
<br /> cnX a�srocrctonr Q 53 2D 1 21122123124126'1 261271 2a 1 29 L.S. 4876 (R6), OR AS NOTED.
<br /> 40 S 79057'06" E 4.06 5YORM Ol(�IN PUI,lP SYA770N
<br /> 41 S o0 4720 98.18 aoo,se2z 'T' ASO TARO ROAD
<br /> I o `�- I- --0-- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> _ _
<br /> `L - ��� T` 30I L.S. 4876 (R6), OR AS NOTED.
<br /> Lar 'C�`- 1a 9 1 a l 71 61
<br /> 51 4 3 I 21 1 1 -o- rr „
<br /> 31 SET 3/4 X 30 IRON PIPE TAGGED L.S. 4876.
<br /> 14
<br /> LOT 'A 131 121 111 101 g 1 a C`�1 32 -QO- SET 314"X 30" IRON PIPE TAGGED L.S. 4876
<br /> 7�1 - IN MONUMENT WELL
<br /> It J 1 2 15 ABRUZZI CIRCLE rc a��' , 24 34 135136 SC4�33
<br /> 1 2� -�- FOUND CITY OF STOCKTON CONTROL MONUMENT
<br /> 19 17 1 a 19, 20 �\J{��1� \ � 5 23 STAMPED "L.S. 4334"(R2), OR AS NOTED.
<br /> 0'< (o ® 1 (� - �2 `'-5 �� 60 SET 1/2" X 24" IRON PIPE TAGGED L.S. 4876 AT
<br /> 20 �� �✓ `o �•o 4 W
<br /> 26 ALL REAR LOT CORNERS UNLESS OTHERWISE NOTED.
<br /> 18 t ®� '22 -- o -
<br /> / 17 ® 3 21 27 59 P.U.E. PUBLIC UTILITY EASEMENT
<br /> \� 12 11 10 0023 -- s 2(l Q - _� - S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 16 M MEASURED p, 2 S ON THIS SURVEY
<br /> S8 ( )
<br /> ' 1 2a
<br /> 23 _ - I
<br /> a W W.C. WITNESS CORNER
<br /> • �" �
<br /> 19
<br /> � � 1 � ��`r � �- 29 _ � P.M. PARCEL MAP
<br /> \ I P
<br /> 13 �,-'Ili..r I
<br /> 14 G o 25 a F.11�/, 22_2 1 a W M.&P. MAPS AND PMTS
<br /> \ CAD 3D +
<br /> O R.S
<br /> E RECORD OF SURVEY
<br /> 24 �, 9 T - C
<br /> � o ® s 3 � > 47 a
<br /> 0 w 7 �\
<br /> o�26 v AY - - --1 4s " r�r� ��� I.N. INSTRUMENT NUMBER
<br /> P FUTURE SCHOOL SITE 31 a r
<br /> 0 8 \ , 1 r LP. IRON P/N
<br /> F
<br /> ®3 27 45 _16 -{_ ������ ���' }�j O.R. OFFICIAL RECORDS
<br /> / 26 1 5
<br /> kp - 1
<br /> 1 3 2a 45 \S
<br /> Q �_ 45 / 1 CURVE TABLE REFERENCE NUMBER
<br /> 33
<br /> 3D _ a
<br /> � 14
<br /> 1 6
<br /> 44
<br /> 9
<br /> �29 44
<br /> 2 28 - 1 E
<br /> ® 27 LIN TABLE REFERENCE NUMBER
<br /> ®- - - - 13 34 a
<br /> M ER
<br /> 3
<br /> 5 3
<br /> g � a 43 - 35
<br /> 1 CENTERLINE GRID
<br /> -T COORDINATES F
<br /> O RE ERENCE
<br /> o- _
<br /> � OODSHIRE COURT 1� 37 33
<br /> P
<br /> Gj "DES/GHAT£D ® 31 ¢ �3 31 42 1 36 1 N=2152015.029 CALIFORNIA COORDINATES - 83, ZONE 3
<br /> �� O 32 33 34 35 36 37 rr� 3 3 32 41 } E=6326492.314 CENTERLINE AND CONTROL MONUMENTS
<br /> REMAINDER
<br /> N
<br /> o-
<br /> O G0 WAY
<br /> -
<br /> / I.N. 01046617
<br /> LA TI
<br /> GO
<br /> © '•.. 2 30 33 4D
<br /> 4 o- - U / �g
<br /> O 17 6 a5
<br /> 1 34 Q 39 a 1
<br /> / F'AE)Cfr 3 3 -T -(- I�
<br /> r.lvl. 22-2 0 3 .....� \3 1 1 2 1 3 1 4 1 5 as
<br /> 2 3940 42 37 u 4
<br /> 1 ��' 3s HENRY LONG SOULS
<br /> l/ARD �
<br /> REFERENCES.' s�?°mos
<br /> (RI) WESTON RANCH, UNIT N0. 35,
<br /> M. & P. 35 - 83 S.J.C.R. 8�,�'���� •
<br /> (R2) BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R. �J \ N 89019'4511 W (BASIS OF BEARINGS)
<br /> STON RANCH, UNIT NO. 5 M. & P. 36-40 S.J.C.R.
<br /> (R3) WE3� � BEARINGS DISTANCES AND COORDINATES ARE
<br /> BASED ON THE CALIFORNIA
<br /> w
<br /> (R4) I.N. 90093162 S.J.C.R. I � -a COORDINATE SYSTEM-83, ZONE 3, (1991.35). A LINE BETWEEN CITY OF STOCKTON
<br /> (R5) BOOK 30 OF SURVEYS, PAGE 77, S J.C.R. 2454.13'(M)(R2)(R3)(R6)(R7) MONUMENTS NO. 10S-12 AND NO. IDS-13 BEARS S 89019'45" E AS
<br /> R6 WESTO 3 - S CALCULATED FROM CITY OF STOCKTON TRAVERSE CONTROL MONUMENT SURVEY,
<br /> (R6) N RANCH, UNIT NO. 69, M. & P. � _9 S.J.C.R.
<br /> FD. CITY OF STOCKTON ••............ PHASES XII AND Xlll, FILED FOR RECORD /N BOOK 33 OF SURVEYS, AT
<br /> (R7) P.M. 22-2 S.J.C.R. FD. CITY OF STOCKTON CONTROL MONUMENT, BRASS DISK PAGE 20, SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE
<br /> CONTROL MONUMENT, BRASS DISK STAMPED "L.S. 4334 10S-13" GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.9999323 TO
<br /> t
<br /> /! 1l
<br /> 1
<br /> STAMPED L.S. 4334 10S-12 OBTAIN GRID DISTANCES.
<br /> R2 R3 R6
<br /> R2 R3 R6
<br /> ( )( )( )
<br /> ( )( )( ) N=2150101.37
<br /> N=2150130.108 E=6332329.543
<br /> I.-\ 143254\UNIT 70\S2-U70-BD.dwg 10/17/2001 15:34 !E=6329875.7501 SHE E 2 OF J
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