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z TRACT N0. 2600 <br /> i <br /> SCALE. 1A* 60 <br /> _ , SUMMONS OF SAH "OUIN COUNTY I - <br /> -RIVER ESTA( � I <br /> TES, <br /> cAMr CREED COURT UNIT NO,N_216138744= 3 9 6 <br /> A SUBOMSION OF THE "DESIGNATED REMAINDER" AS SHOWN ON <br /> THE MAP OF RIVER ESTATES UNIT N0. <br /> 5, AS FILED IN MAPS & PLATS, <br /> i s3 BOOK PAGE _, sw JAAQUIN COUNTY RECORDS, AND BEING <br /> 70 57 <br /> A POR77ON OF SEC77ONS 16 & 21, T. 1 N. R. 6 Et M. D. B. & <br /> 12 Q 88 I I I I I sJ s. \ CITY OF STi7CKMN, <br /> I - I . . I SAN J04QUIN COUNTY, CALIFORN14 <br /> N I I / - S 0075101 W 60.100, �M) \ - <br /> 453 <br /> THOMPSON-HYSELL100001?5 ENGINEERS <br /> I I 61.DO 50 00 50 00 50 00 50.00 54.91 110.59 <br /> 10, <br /> $ I ,W z, 3 1016 12th STREET MODESM C,�ILIFORNIA <br /> (1� N 0075'03' f $ $ �` o. 77 • H , <br /> I 100.00 I 71 g 72 S 73 "g 7 g $ Q 76 t,;► 5 g MAY, 1996 <br /> _ I $ to PU.£ a 4 75 • 8 2 ` LLt <br /> 10 � � I IN 457503'2 z a 2 2 '� Z •11 4?o � - <br /> ?5' X38. _`_ 10' P.U.E. 10 P.U.E. <br /> --� - LEGEND: <br /> LLQ I g N <br /> 100.00'-£ S0 00' S0 00' So oo' 50.00' 34. 5 ! '� <br /> I - _ 78 <br /> h <br /> N 0075 03 E 251.49 R=50 0 `� FOUND 3/4" IRON PIPE TAGGED LS. 4876 (R1), <br /> I g 9 I` N 0075.01E 351.00' N - + t� UNLESS NOTED OTHERWISE <br /> LL I $ N=2161389.270 - N 007500 £ `1 - - FOUND 3/4" IRON PIPE TAGGED L.S. 4876 (R8), <br /> I » $ I I S gCL.,BY 6?6c_w 60vRr h _ = 80.00 h <br /> _ �� J' W.C. O1 -O- FOUND 3/4" IRON PIPE TAGGED LS. 4876 (R8) <br /> N 0075 03 f 3 3 - - = ko N07E+. IN MONUMENT WELL, UNLESS NOTED OTHERWISE <br /> 100.00-1+ ^ ^ 4;57-W 50 00 50 00 50.00 50 00 3� op_ Oa j 5 P.U.£. JJ <br /> ;� 25' 1a --'10' P.U.E. s Rf4� a t 1. ALL DISTANCES ARE MEASURED UNLESS 07HERW YSE NOTED. <br /> I --0- SET 3/4" x 30" IRON PIPE TAGGED LS. 4876 <br /> $ 8 $ �� N 44 34 3 3 3 `'!! 42.0 79 0,3 2. A 10' PUBLIC UAUTY EASEMENT HAS BEEN DEDICATED --°a- SET 3/4" x 30" IRON PIPE IN MONUMENT WELL <br /> DRIVE COURT , I z 2 I y - ►� ALOMC ALL STREETS AS SHOWN ON THIS MAP. TAGGED L.S. 4876 <br /> N <br /> 0075'01' E $ $ $ $ <br /> `r rr g'i: '� v �) J. SET A 5'6" WITNESS CORNER ON LOT UNE PROJECTION �- FOUND 2 1/2" BRASS DISK, STAMPED "CITY OF <br /> 100.00 Q ``° g I 86 $ 85 0f$ 84 ;�g 83 g 82 .� N 0 3 ��s I on, FOR LOT coRNERS FACING A�RoADWAY. (CHISEIEU "+" STOCKTON SURVEY MONUMENT - R.C.E. 14269" <br /> ~ °^° �' `� `^-z' IN CONCRETE SIDEWALK) <br /> AND MONUMENT NUMBER. IN MONUMENT WELL (R4) <br /> g ,o " 81 ;,,ah w.. ) <br /> 7 I O 3 P.U.E. z = z $ w ^ 80 i° 3 z v 4. DIRECT PEDESTRm AND VEHICULAR TRAFFIC ALONG THE ///////// RESTRICTED ACCESS (EXISTING) (R 1) <br /> Vz 2 ^ H SOUTH BOUNaW OF LOTS 78 79 & 94 LS PROHIBITED <br /> N 007 '0 ' 61.00' 50.00' 50.00' 50.00' 50.00' 54.91' z 110.59' -�� ANO SHOWN THUSLY...///iiiIX111111111eiiiiii S.J.C.R. SAN "OUIN COUNTY RECORDS <br /> 100.E W e � 5. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED 7O PR0V1D£ W.C. WITNESS CORNER <br /> N 007510J' E 453.00 / PROPER DRAIMGE WITHOUT POND/ND, CAUSING SOIL EROSION OR M. 8: P. MAPS AND PLATS <br /> I 6 87 - 3 3 W I DRAINING ON70 ADJACENT PROPERTY. ALL L07S ARE 70 P.M. PARCEL MAPS <br /> CID I $ a 64' '" 125.1 I N N 3 3 ��`' o$ I DRAIN FROM REAR rO FRONT UNLESS 07HDMSE SHOWN. (R) RADIAL BEARING <br /> N 00:34'53' £ R �. ZS O1 " 90 r 91 A 93 ' C 6. THIS MAP REFERS To APPROVED 7EWA77VE MAP 774 51-89. O.R. OFnCLAL RECORDS <br /> I I 10000 ®° 88 - $ 89 :�8 h$ . 8 '� 92 . a •h°' �� <br /> S 8075'31 E o,�I o h $ ;�$ $ g h •1T°,��� I- 7. ALL REFERETICE3 ARE ro SAN jo4oUIN COUNTY RECORDS T SET 1/2" X 24" IRON PIPE TAGGED <br /> - I <br /> 3.9.80'(M)(R1)(R6)(R7 I ,'� Z. 2 q O1 °f �'" �a� Z 2 2 �� 94 AND BOOK OR VOLUME PR£CEEDS PAGf. I L.S. 4876 AT ALL REAR LOT CORNERS, <br /> �1 UNLESS NOTED OTHERWISE <br /> 5 A o N 5158' 9 z z K 4 10' P.U.E. <br /> 1 LL 49� z ---10 P.U.E. 2 1 = 2 00- INDICATES W17NESS CORNER; SET 112" x 24" IRON PIPE <br /> I - - z TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED <br /> a� N lB3��• I^ 51.50' 50.00' 50.00' 50.00' 50.00' 3 50. �!?`��' \ N 1636'42 MI ' I� EXIST f0' P.G. & E: EASEMENT 3' If <br /> � 78-J81 1'e 5.00 - N 002510, E 20J.49 - R:50.0 0 50.54' CENTERLINE <br /> Z R6� I INS-M. N0 91127583 AIA �+ N=2160905.81 CAUF. COORDINATE SYSTEM-83, ZONE 3 <br /> ° R=500.00' R `�' - N 0075'03' E ?65.00' N 1 �/ COOK II1V`1 TE E=6324891.953 (CENTERUNE MONUMENTS) <br /> S .3�1�}�� r3' ti� �p 4 2 p L=95.52 '� -2161305.099 _ .Y I GRID 0 SEF CURVE LaATA TABLE <br /> 15�5� �� ��'•G /0 R= 00' a 1 S UIVIV Y GEEK C'00T7- N =2161040.127 .I .I 31. 7' (M Rf�(R6) 1NST. N0 INSTRUMENT NUMBER <br /> /1nw ?S• L=67.88 ' IL <br /> =6 ?887 97 N 0075 3 E R Q =Z1 b1597.b71 <br /> REM. REXlA/NDER <br /> N 0025 03' E 203.49'(M)(R1XR6) _ _ <br /> -• >� `�r� O'S ,�� N 29'46'23' W d I <br /> 15 86 (M)(R 1) )?6) ffil N 5073 _ <br /> `'1r�• 4� .h I '27 W R L:10 <br /> cOi. 213 <br /> 5 0 ♦�k 3 EXIST. TOPER MAST <br /> O.R.FA <br /> LOT CURVE DATA 564-466, S.J.C.R. <br /> Od N I T FARK J�l�rr /Y/T���YJCrF1) LOT TA <br /> 0 1h I N DEL RADIUS LENGTH CHORD TANGENT CH. BEARING <br /> 22�2h° 9 Z 12 2 0504659- <br /> 8 57" 225.00' 72 2.27 36.6 N 24 5J J7 w STREET CURVE DATA <br /> 010"# 1 3 18 28'57" 22500 72.58 72.27 36.61 N 2235 W <br /> o N 42 2•71 0� --� EXISTTNG 35' 4 18 28'57" 22500 7258 72.27 36.61 N 61 51 32 W STREET <br /> DEL RADIUS LENGTH CHORD TANGENT CH. BEARING <br /> SEWER EASEMENT 5 18 19'07' 22500 71.94 71.63 36.28 N 80 15 34 W SPIF C R <br /> CEEK volt <br /> • 1.91 _ I fitST R 39 2130 50.00 34.35 3.7 68 17.88 N 19015'42-'7 W <br /> ry 19.51 T N 1 . W Rt /NS7R AID 90019418 6 00009'50'*'�� 225.00 0.64 0.64 O.J2 N 89 30 0 W CUL-D£-SAC 25804J"00"* 4ZOO 212.22 72.68 ---- N 89034'57*" W <br /> ,10 S J.C.R. 76 J9 21 J0- 50.00 34.35 J3.68 17.88 N 19015 42 W WEST R 39 21'30 50.00 34.35 33 17.88 N 20 OS 48 £ <br /> M){R')TR6�(RT) ;A N Og'S�1 91 I 76 26 5726" 47.00 22.l l 21.91 11.2 N 25 27 44 W Z <br /> 'J ' 'LOT AREA DATA 77 51012'02" 4ZOO 42.00 40.62 22.52 N 1 37 00 E <br /> • 78 51 12'02' 47.00 42.00 40.62 22.52 N 64049'02"' E EAST R 10 0691J'28" 475ift-Ek"r- Sm 00 51.60 51.58 2583 N 03 31 47 E <br /> •R jCENIERL/NE f0 56 45 500.00 95.52 95.38 47.91 N05053'267 E <br /> f,,�?Ro1 R6 ( ) 79 51012"02" 47.00 42.00 40.62 22.52 N 6J 58 56 W WEST R 0 24'30 52500 67.88 67.84 J3.99 N 04 07'18 E <br /> t L S . FT LO S . L 80 51 12'02" 47.00 4200 40.62 22.52 N 12"4654"' W �T R J9021'30' 50.00 34.J5 JJ-66 17.88 N 19015W" W <br /> 2'10' W X764 1 6015 5000 81 2605726" 47.00 22.11 21.91 11.2 N 26017'50" E CUL-L>E SAC 258 4J DO 47.00 21222 72.68 ---- N 8903457" W <br /> 21.91 (M)(R1)(R6) J 1 73 85 81 J9 2130 5000 34.35 33.68 17.88 N 20005'48" £ WEST R 39 21 30 4700 <br /> "EXNC 40' 34.35 33.68 17.88 N 20 05 48 E <br /> 4 1 4 86 1 87 06 54 25' 275.00 33 15 33 13 16.60 N 8600745 W Mc CLOUD RIVER ROAD <br /> SEWER EASEMENT 5 63 7 5000 87 993 87 06"1328" 4 75.00 51.60 51.58 25.83 N 0 J1 47 £ NORTH R 7904247- 225.00 313.03 288.39 18284 N 4904J'34" W <br /> INS1R N0. 90019417 6 5014 76 5040 88 5000 92 39021'30" 50.00 J4.35 J3.68 17.88 N 19015"42" W CENIERUNE 15022"11" 250.00 67.06 66.86 JJ.7J' N 8105J'6' 2'*' W <br /> S.J.CR. 77 6324 89 92 26057'26" 47.00 22.11 ?1.91 11.2 N 2502;1'44-'w CENTERUNE 64 020'J6 250.00 280.75 266.23 15226 N 42"02'28" W <br /> 8 moo78 86 90 93 51 12'02' 47.00 42.00 40.62 22.52 N 1 37 00 E CENTERUN£ _7F4_2`46"46 250.00 347.81 J20.4J 208.71 N 49 43 34 W <br /> 9 79 860 91 94 51012'02" 47.00 4200 40.62' 22.52 N 64049'02"' E SOUTH R 0605425" 275.00 JJ 15 33 13 1660 N 86 0745 W <br /> 1 80 24 9 PARK Ebl 5 30 09 275.00 275.99 264.55"--' 150.88' N J8 37 15 W SOUTH R 5 JO 09 275.00 275.99 264.55 15088 N 38 37 15 W <br /> 11 F7_82' <br /> 1 93 4 PARK RE711 O 24 30 525.00 67.88 67.84 33.99 N 04 07 18 E <br /> 94 64 p, pN J9`21 30 50.00 34.35 M.68' 17.88 N 20005'48"' £ <br /> PARK EM <br /> 129021'M"' 47.00 106.11 84.97 99.34 N 24"54'12" W <br /> P:\SWKTON� 176400\176400F6 9/24/96 <br /> SHEET 3 OF 3 <br />