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AWS <br /> TRACT NO. 3096 <br /> LWf DATA TA&rF: F <br /> 5UBDll/15ION5 0 SAN JOAQUIN COUNTY <br /> NO. _BEARING DISTANCE <br /> 1 N_20 06 4eE 81.81 (M)(R6) 1 a � , .� NCH <br /> 2 N 34°48 4'-E 102.24 (M)(R6) ,.. <br /> 3 N 36 04 13 E 172.11 (M)(R6) T <br /> 4 N 33 5 3 E 201.76 (M)(R6) <br /> 5 N 49 56 25 E 176.33 (M)(R6) 0 <br /> L.UNI, Y <br /> 6 N 490724 E 169.56 (M)(R6) SUB®I14SION ' <br /> T R-,, 71 <br /> 7 N 45 DO 3 E 108.83 (1d)(R6) � �/• <br /> 8 S 47 4 40 E 12500 (M)(R7) <br /> 9 S 51 2 0 E 50.09 (M)(R7) 44 LOTS 6.22 AC. BEING A SUBDIVISION OF A PORTION OF PARCEL 3 AS SHOWN <br /> 10 S 4r-4974-0- E 100.00 (M)(R7) LOT 'A" 1.90 AC. <br /> 11 S 42 02 112.37 (M)(R7) LOT "B" 0.87 AC. ON THE MAP FILED IN BOOK 22 OF PARCEL MAPS AT PAGE 2 <br /> 12 S 5l3 40 2 61.96 (M)(R7) STREET R/W 1.84 AC. SAN JOAQUIN COUNTY RECORDS, AND LYING IN A PORTION OF <br /> 13 S 51 11202 (M)(R7) TOTAL (UNIT NO. 71) 10.83 AC.(GROSS) T. 1 N. R.6 E. M.D.B. & M. <br /> 14 S 37 to 3 3 51.82 (M)(R7) <br /> SECTION 28, <br /> ' ' , <br /> 15 S 31 32 51 51.20 (M)(R7) <br /> 16 S 20,YlT5-Y 51.20 (M)(R7) <br /> 17 S 79233. E 53.71 (M)(R7) �� (,�" CITY OF STOCKTON, <br /> is s 00-47 <br /> a 17 0o E i5�:�3 ()�R71 �, o � �� joy SAN JOAQUIN COUNTY, CALIFORNIA <br /> 1201S 00 47 20 100.00 (M)(R7) v�,'( 3�J ��J;, 1a <br /> PSON <br /> 1 �� 45 /' A DIVISION OF THE KEITH COMPANIES <br /> 29 / 44 46 � �, <br /> \ 16 I �� , �� X28 30 I 49 47 2 9 5��� �� �0 1016 12th STREET MODESTO, CALIFORNIA <br /> 15 13 27 31 — - ti — _ 3 _ B �1���1� 3� JANUARY, 2001 <br /> — 26 - 32 �42 j _ 43 — -4 _ Q l�®I <br /> 14 1y - - O _ _._. 1 41 Q) 49 <br /> 6 I I I I I I I i I 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> 33 <br /> / 13 25 O - - 40 50 5 14 13112 111 Ila 1 9 a I I 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ALONG ALL <br /> 12 2a -� 24 34 I 39 - - O 1 1 7 1 6 15 1 4 13 1 STREETS AS SHOWN ON THIS MAP. <br /> - m _ - O 51 QJ 16 , ,r <br /> 23 cL 35 � - >> - - PICASSO WAY <br /> J. SETA 5 6 WITNESS CORNER, ON LOT LINE PROJECTION FOR LOT <br /> 21 r - - i - - + Ba c j - 52 17113 <br /> 7 CORNERS FACING A ROADWAY. (CUT "+" IN CONCRETE SIDEWALK). <br /> T • 0 36 37 53 / l a 191 201211221231241251 �� 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 15-00. <br /> CnX OF srOCKION 25121123129 <br /> STORM OT,4W PUMP STA77ON42 1431 5. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE <br /> tNsoolsaaz o ASO TARO ROAD I _ PROPER DRAINAGE WITHOUT PONDING CAUSING SOIL EROSION OR <br /> - L ' 30 �I - DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO <br /> LOT 'C� 10 9 1 B I 7 1 6 1 5 1 4 1 3 1 2 I , 31 4, 1401 DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. <br /> 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK <br /> N 14 32 - OR VOLUME PRECEDES PAGE. <br /> O , � \ 15 , 131 1211111aI g1 a 7 / — <br /> 33 <br /> 1 s ABRUZZI CIRCLE s— 24 <br /> 34 135136 SCALE ,� 1 It 200' <br /> 523 <br /> X19 17 1 181 19120 21 — — 25 <br /> \20 ,B 22 4 Za 25 so LEGEND: <br /> �'�r°/ //� \21 ` 1 y\ 11 3 21 27 J 59 —+-- FOUND AND ACCEPTED J14" I.D. IRON PIPE TAGGED <br /> I A 22 ��� 10 23 20 - -� L.S. 4876 (R6)(R7) OR AS NOTED. <br /> 07% \ 15 12 2 _ - J <br /> i ® 28 58 <br /> 23 1 24 1 g �� - -I 0---SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876 <br /> O X 1 PARCEL 2 29 1 / <br /> ' 18 9 �o X13 G�' 25 - w O -Oo SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876 <br /> 19 O 14 v �Ao P.M. 22-2 1 a �`1 30 -I� IN MONUMENT WELL <br /> V '7 �S 0� 9 26 lygrEr 4.7 �' „ <br /> PQ 20 'S�� Q _ v w (FUTURE SCHOOL SITE) — _ 31� 46 �j - �- FOUND 3/4 IRON PIPE TAGGED L.S. 4876 IN <br /> �0 5 /' 21 1s .: 2 5/ �P 7 \ 27 46 16 32 \ �C��0 t (� ���� MONUMENT WELL (R7) OR AS NOTED. <br /> 22 ��(, 26 _ 15 45 / yy �� P' SET 1/2" X 24" IRON PIPE TAGGED L.S. 4876 AT <br /> 23 Q14 1 1* 30 1 - 28- 1-15 14 33 / ALL REAR LOT CORNERS UNLESS OTHERWISE NOTED <br /> 34 �/ 44 <br /> 24 13 /29 r231 21 6 29 44 13 P.U.E. PUBLIC UTILITY EASEMENT <br /> ` 4 �p� 25 12 • 1 5 30 43 - 35 -T SJ.C.R. SAN JOAQUIN COUNTY RECORDS <br /> Q` 28 v 11 • 31 OODSHIRE COURT — - a12 - 12 1 37 1 3B (M) MEASURED ON THIS SURVEY <br /> �� s �14��32 33 34�� 35 _ 4 _ - _ 11 35 <br /> _ W.C. WITNESS CORNER <br /> / S 89 12 40 E i 361 37 nl, 3 32 � 41 <br /> 3/. 27 10 1 330.00'(M)(R7) - N -- 10 LA TIG0 WAY P.M. PARCEL MAP <br /> 30 9 ®- � 4a M. & P. MAPS AND PLATS <br /> �-- 1 2 33 � R.S. RECORD OF SURVEY <br /> 29 28 cr7 8 7 6 5 4 3 2 1 I(1� 34 - Q 39 9 1 a 17 1 6 35 1,N. INSTRUMENT NUMBER <br /> O.R. OFFICIAL RECORDS <br /> l ` '4B •Ba O -T —� i� Q 1 R <br /> O RUZZ� COURT ABRUZZI p CIRCLE to 3a 1 2 3 4 CURVE TABLE REFERENCE NUMBS <br /> I I I 1 5 as <br /> 39 <br /> LINE TABLE REFERENCE NUMBER <br /> TMM32 3336 37 38 39 0 � 4 f 42 43 44" 1 401 41142 35 � 37 v � <br /> 36 HENRY LONG BOULEVARD W CENTERLINE GRID COORDINATES <br /> N 89012'40" W 1049.581(M) - <br /> (R1) WESTON R4NCH, UNIT NO. 35, M. & P. 35-83, SJC.R. 6 O�s`�� S�S 0� f�'El4/ TNGS� <br /> (R2) BOOK 33 OF SURVEYS, PAGE 20, S J.C.R. p8, gg N 89019'45" W (BASIS OF BEARINGS) -- <br /> 9yt i <br /> ��r, BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE CALIFORNIA <br /> (R3) WESTON R4NCH, UNIT N0. 53, M. & P. 36-40, S J.C.R. �� FJ �.....�E3�-- - - - - - --�j-- - - - - - - - -Q COORDINATE SYSTEM-83, ZONE 3, (1991.35). A LINE BETWEEN CITY OF STOCKTON <br /> (R4) I.N. 90009 S J.C.R. / 2454.13'(M)(R2)(R3)(R6)(R7) MONUMENTS NO. lOS-12 AND NO. lOS-13 BEARS S 89019'45" E AS <br /> (R5) BOOK 30 OFF S SURVEYS, PAGE 77, S J.C.R. CALCULATED FROM CITY OF STOCKTON TR4VERSE CONTROL MONUMENT SURVEY, <br /> (R6) P.M. 22-2, S.J.C.R. n FD. CITY OF STOCKTON PHASES XII AND XIII, FILF_D FOR RECORD /N BOOK 33 OF SURVEYS, AT <br /> (R7) WESTON R4NCH, UNIT NO. 70, M. & P.3 I - LQ 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 /> STAMPED "L.S. 4334 lOS-12" (R2)(R3)(R6)(R7) OBTAIN GRID DISTANCES. <br /> (R2)(R3)(R6)(R7) N_2150101.37 <br /> N=2150130.108 E=6332329.543 <br /> I 1432541 UNIT 711 s2—bd.dwg 10/17/2001 15.•36 IE=6329875.750 SHEET 2 OF 3 <br />