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'003 q <br /> r <br /> SEE SHEET 3 FOR LEGEND, NOTES AND MONUMENTS SET. BASIS OF BEARINGS: <br /> SEE SHEET 2 FOR REFERENCES. <br /> BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA <br /> COORDINATE SYSTEM 83, ZONE 3 (1991.35). A LINE BETWEEN CITY OF <br /> STOCKTON " <br /> MONUMENTS 5S-23 AND 5S-24 BEARS S00 25 08 W AS <br /> CALCULATED FROM <br /> C <br /> OORDIN <br /> ATES <br /> SHOWN ON <br /> CITY OF STOCKTON TRAVERSECONTROL MONUMENT FILED FOR RECORD <br /> IN BOOK 0 33 OF SURVEYS, <br /> GNPR AT PAGE 20, SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES SHOWN ARE <br /> GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99993386 TO <br /> FD. CITY OF STOCKTON OBTAIN GRID DISTANCES. <br /> TRAVERSE CONTROL <br /> MONUMENT <br /> 5S-23MONUMENT DATA BRASS DISK <br /> Qt <br /> POINT <br /> w �. <br /> 00 <br /> NORTHING EASTING mo <br /> i) i`► <br /> 5S-23 2163164.626327443.44 o r: r` <br /> V) V) f1% C'4 <br /> 5S-24 2160887.34 6327426.79 < N r co SCALE 1"=150' <br /> 0 . 2159675.60 6328614.98EII <br /> GHTH STREET <br /> M 2159682.48 6328668.90 - - <br /> Xx <br /> D. CITY OF STOCKTON <br /> n 2159$87.40 6328775.66 3 �o TRAVERSE CONTROL <br /> ® 2159685.18 6329078.85 04 MONUMENT 5S-24 <br /> o° 00 0 2 1/2" BRASS DISK <br /> 0 2159335.36 6329080.68 Nr <br /> 30- <br /> 2159938.67 6328629.14 `�° MdcP77 - 58 ------ i <br /> i <br /> 2160245.47 6327412.14 -59 210 <br /> 2159615.52 6327407.57 , --J_ 211 11017 /® 560 <br /> _ + <br /> 2159610.14 6328150.70 113 0 112 -61 �� + i mo 30-18 <br /> i- ---- ---- _ _ 212 + r r r __ + <br /> -- 213 '�14 2151 216 r 217!218 1219'220', 221,'2221223+ 224,' -- 1 <br /> 2159616.05 632$231.00 46 z 47 + 62 + r + , + r ,' ,' 1 ,' + ! M&P 30--17 ! <br /> ! + i ► r r a r + � 135 ~ � <br /> 11 2159846.94 6328430.04 45 48 + LL' ---- <br /> -- �4 60_ _ 5 6 7 8 ----- n <br /> _ 9 10 1i 12 13 14 136 0 <br /> �1 49 i _59- ----- U i <br /> 44 <br /> _J <br /> N69 3 <br /> 4 49 W 45?.58 4 ?.55 GRID 15 137 -' <br /> 81zO 50 J (y 58 4 6 Z <br /> RIDGEMARI LANE _ 51_J �� �� ( 57__ 3tlos) CA� 26 27 28 29 30 3i a 16 -138 <br /> + r 5 CHORD N85'47'47"E �-' <br /> 43 I, __ -J M&P 32--48 80.57' (80.51' GRID) 56 2 25 N 17 139 -_ <br /> 1 <br /> 53 r r.. � r- � + � + <br /> T_-r_- - ?-21 ' _55 _ 1 -�,► 24 23 22 21 20 19 I9 1 g 140 i + <br /> _ i <br /> _ cv <br /> 1 r ! r r t + + ! ! ! r ! r 'r- 22` 54 � co <br /> 42 54 155 '37 136 '35 34 133 !32 ! 31 r 30 r 29 ! 28 ! 27 r 26 ,' 251,241123+ 1 , »E 1 C 2 C2 N89 34 49- W 303.22 <br /> S°®L �°®l ' ! ► r ! ! ! ! , " 11 Na1"l0 4168 (303.20 GRID) <br /> S89`35'07"E -7`43:20' (743.15' GRID) N$1'104 -- �S • GRID: �' B ..EVARD 7-11 <br /> 201.4Z''kGR1D) 187.1 S <br /> M&P 32-35 LmITOULEVARD 53 4 35 i MV 20--53 <br /> 52 ___ 32 33 3 109 1081 107 r 106 ! 1051104 i 84 ' 83 r 82 <br /> +, 41 , 56 i 38 F"" ! r i ► ! ! ! ! , 1 ► 86 ' 85 84 <br /> 40 1 41 i 42 143 144 45 146 147 i 48 i49 � 501 51 ------ ` 12 r ! ! r <br /> 5739 ! ! r ! ! r ► ! ! , + I ----- , r ! r ! ! ! ! ! ! <br /> I <br /> 67 ► 68 r 69 r 701 71 ! 72� 731 74 75! 70 77! 78 ! 79 + 80,' 81 <br /> 13 <br /> 65 w _ M&P 17-11 <br /> M&P 32-63 <br /> _ 16- - 64, <br /> 17 63 <br /> 18 33 <br /> M&P 32-63 <br /> W TRACT NO. 3392 <br /> CURVE TABLE SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> CURVEN0. RADIUS _CD GTH DELTA CHORD BEARING CHORD LENGTH <br /> LEVER ESTATES <br /> Ci 1000.00 54.36' 03'06'53" S82'44'08"W 54.36' 54.36' GRID <br /> C2 1000.00' 106.93' 06'07'36" 587'21'23"W 106.88' 106.87' GRID BEING A PORTION OF SECTION 22, TAN., R.6 E., M.D.B.&M. <br /> C1-C2 1000.00 161.29' 09'14'29" N85'47'57"E 161,12' CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> WONG ENGINEERS INC. <br /> PLANNING ENGINEERING SURVNNG <br /> 4578 FEATHER RIVER DRIVE, SU11E A <br /> STOCKTON, CALIFORNIA <br /> (209) 476-0011 <br /> SEPTEMBER 2004 <br /> REFER TO APPLICATION T.M. 32-03 SHEET 4 OF 4 <br /> s <br />