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72 CURVE DATA TRACT NO. . 2963
<br /> 0,¢5'2`11 E (R/ NO. DELTA RADIUS LENGTH CHORD CH. BEARING REFERENCES SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> =i N 72 100.0° � 1 16 02 38 2500.00 700.05 697.77 N 80 11 54 E
<br /> EXISTING 2 O 1 057r46 2500.00 85.66 85.66 N 89012'07" E M R 1
<br /> 71 I- RIGHT OF WAY 3 02 07 16 2755.00 101.99 101.98 N 89"07'23" E M R1
<br /> N
<br /> CREEK
<br /> �� 46.00'
<br /> \ , t0, P,
<br /> .E�24E 4 09043'3 1�� 2755.00 467.63 467.07 N 8392`00" E
<br /> \ z o �\ 72 45 / 5 04 48 26 2755.00 231.15 231.08 N 75056'01 E
<br /> 2a i o \N D N 1°o.00 w 6 14°31`57" 2755.00 698.77 696.90 N 80 47 47 EUNIT5
<br /> 21 k�ko v, o" o $ G 7 11°56 32" 700.00 145.90 145.64 N 11046,92" W
<br /> t �, 1 e N E `'-' \ 70 c7 -1 8 03 38 31 2470.00 157.00 156.97 N 73 59 5p E A R 1 R2 R3 R6
<br /> 1 �1
<br /> LANE--` �� = cr� ' 4,, E 51.0° _ 9 02 43 l7 2470.00 117.32 117.31 N 77010'44" E BEING A SUBDIVISION
<br /> --�` p JURY / $ 0 45 2 Z �p 10 01 12 22 2470.00 52.00 51.99 N 79 08 34 E N OF A PORTION OF
<br /> �A�f�Limi \� 25' 25� N 045 2,Z?
<br /> SCALE 1" = 60' r1 D1 1222 2470.DO 51.9951.99 N 802056 E THE "DESIGNATED REMAINDER" AS SHOWN ON
<br /> "� 12 01 12 22 2470.00 52.00151.99 N 81 33 18 E
<br /> o _�_ L 'S6 U£ \ 69 13 01 12 22 2470.001 51.991 51.991 N 82 45 40 E L17TLE JOHN CREEK, UNIT 4, MAPS & PLATS,
<br /> 50 \ \ o 'z4'' E °'- 14 or 12 22 247^•00 52•DO 51.99 N 83058'02" E BOOK 34, PAGE 28, SAN JOAQUIN COUNTY RECORDS,
<br /> rn 72 45 / Z 15 01'12'22'l 2470.00 51.99 51.99 N 85010'24" E
<br /> � o
<br /> cr , 16 O 1 12 22 2470.00 52.oo' 51.991 N 8640_'46" E LYING IN SECTION 48 OF THE C.M. WEBER GRANT,
<br /> 9 0 45'24' E N 1° °° c� `� G') 17 O 10 12122" 2470.001 51.99 51.99' N 8 35 08 E
<br /> N 72 0 z o cn CITY OF STOCKTON
<br /> � 95.02 \� � �\ ". 68 .,a � � 18 16 00 44 2470.00 690.28 688.04 N 80 10 57 E ,
<br /> z ao u, 19 O 1°07561` 2530.00' 50.00 50.00' N 8704 1'07'
<br /> E
<br /> 0 �$ �, - ' $, 2045'24'/E N, Q , 20 Of 0756 2530.00 49.99 50.00 N 86 33 11 E SAN JOAQUIN COUNT?; CALIFORNIA
<br /> .51 �- w N 0.00 " �• rn ` T' ` 21 01 075 6 7i5-JO,00' 50.00 50.00 N 85 Q25115 E
<br /> 8 $ 0 '24' E �' \ 10 $ w 22 01007'56" 2530.00 49.99 50.DO N 84"17'19" E
<br /> N 7z 4 54, \� ' Z 67 cn Z 23 D 1 07 56 2530.00 50.00 50.00 N 83 09 23 E THOMPSON-HYSELL ENGINEERS
<br /> 94 u, z `_'.� , 4+' E 24 O 1 07 56 2530.00 49.99 50.00 N 82 0127 E
<br /> UNE �-.-� io �b g� 72045 2 / N ''b 25 O1 14 44 2530.00 55.00 55.00 N_80u50'07" E
<br /> 8 E• Poll,065.201....... 52 " N 00
<br /> P G °R 2 ,� \ w N 100. �,. v w \ 26 01 14 44 2530.00 55.00 55.00 N 79 35 23 E 1016 12th STREET MODESTO, CALIFORNIA
<br /> �(, SN d o , ,+ E rn ,E o+, a, �, 27 0 14'44V 2530.00 55.00 55.00 N 78 20 39 E APRIL 1999
<br /> EASSEE NOTE 6' Z o 72045 24 rn_\ \ 66 �' $ °D, W -� 28 01 57 59 2530.00 86.83 86.82 N 76044'17 E '
<br /> C7 `�-- N 94.06 \ - cr „ t° 29 O 1 45 13 2530.00 77.43 77.43 N 7405,!N211E
<br /> � f �, \��' g 7204524 E © $ _ 30 O1 49 30 2530.00 80.59 80.59 N 73 05 20 E CENTERLINE GRID COORDINATES
<br /> 53 g' N 100 O° �` N a 31 16 04 30 2530.00' 709.82' 707.49' N 80 12 50 E
<br /> --4 - �,, \ N\ M 32 00 18 09 2730.00 14.411 14.41 N 88 12 49 E M R 1 R6 Q� N=2157304.693 N=2156876.880 N=2156774.274
<br /> " £ $ c� \'rn / E=6351141.001 Q= E-6351515.352 A_ E=6351747.174
<br /> 46 '24 m 65 a, $ '� 33 00 46 42 2730.00 3708 37.08 N 8 40 24 E -
<br /> N 72 + v, _ ,+ E c7 0 �' 34 D 1 04 51 2730.00 51.50 51.50 N 86'044'371' E
<br /> 93'58 \�" $� 045 24 / Q�" z 35 01004'51 2730.00 51.50 51.50 N 85 39 46 E 8 __ N=2157360.852 N=2156730.563
<br /> Ls ' N 72 C-+ � % tU 36 O l 04 51 2730.00 51.50 51.50 N E=6351365.137 = E'=6351046.338
<br /> \ 100 _ � 84 34 55 E
<br /> 54 ,' E \ z \ fr- <� �,,' 01 51 2730.00 51.50 5 1.50N 83030'04" E T R TAB
<br /> J 0 045,24 \ 64 ` 01 51 2730.00 51.50 51.50 N 82 25 13 E LO EA LLn .E
<br /> E 39 01004'51 2730.00 51.50 51.50 N 81 20 22 E LO SQ. FT. LOT SQ. FT. LD SQ. FT: LO SQ. FT.
<br /> N 7 93 10 \o \ N 72045'04�� 40 01064'51 2730.00 51.501 51.501 N 80015'J IE 0 5829 57 5699 64 5100 71 5093
<br /> .0 41 0100451" 2730.DO 51.50 51.50 N 79 010140 E
<br /> �0 1 \ 51 5 1 58 5128 65 5100
<br /> 55 $ �_ '� o ,� 42 D 1004'5 1 2730.00 51.50 51.50 N E
<br /> \ \ $\ 63 - v-1 ;�Q, 43 O 106415 12730.00 51.50 51.50 N 77060 58 E 52 51 59 5650___ 100
<br /> $ 5'24 v�\ 0 ,24+' £ i , w ' 44 02 00 41 2730.00 95.83 95.82' N 75*28112' E 3 5160 60 91 7 1
<br /> / 4tj N 7204 61 82 N 72 �8 / `^ N -0 45 13 35 53 2730.00 64791 646.39 N 81 15 49 E 54 5134 61 7781 5100
<br /> g2. \ 1 - + 55 5200 62 5079 69 5100
<br /> / 0 25 99 <.. �w �� 46 O1 01 50 2780.00 50.00 50.00 N 8 32 50 E 56 5172 63 51 70 510
<br /> 56 , 84 g Z rn 47 01 O 1 50 2780.00' 50.00 50.00 N 8603 1oD f
<br /> / 43 \ \ 2 62 48 0100 1 50 2780.00 50.01 50.00 N 85029'10" E
<br /> / ; $ , 4" E N '�,\ „
<br /> ULTO- 49 O 1 O 1 50 2780.00 50.00 50.00 N 84027'20" E LEGEND:
<br /> / 72045 2 + � 1 �� 04524 50 01 O1 50 2780.00' 50.00' 50.00' N 830,8W" E
<br /> N 92 12 �� , `o$ \ N 72 gt 53 51 O1°01'50" 2780.00' 50.01 50.00' N 82w,931401' E - �• 3/4" IRON PIPE TAGGED R.C.E. 29547 PER (R1)(R2)(R3)(R5)
<br /> 25 - ' 52 0100115611 2 780.0050.00 50.00' N 81 21 50 E UNLESS NOTED OTHERWISE
<br /> 0,4026 E \ ` 57 > " 4'65 53 O1 4021 2780.00 81.15 81.15 N 80 0045 E -x-' FD. 3/4" IRON PIPE TAGGED L.S. 4876 PER (R6)
<br /> / N 72 0 85 54 0805311111 2780.00 431.17 430.74 N 83037'10" E -•- FD. 3/4" IRON PIPE TAGGED L.S. 4876 PER (R1)
<br /> + p.U•E` '"� 6 1 w 55 01°36'1 '1 2780.00 77.88' 77.88 N 76 48 46 E
<br /> -10 '\ o oUNLESS NOTED OTHERWISE
<br /> �- 68,59 , 56 O1 42 39 2780.00 83.01 83.00 N 751,09,17" E
<br /> J j 1\1 50.52 N 57 03018157" 2780.00 160.89 160.87 N 75 57 26 E - - FOUND 3/4" IRON PIPE TAGGED L.S. 4876 /N MONUMENT WELL,
<br /> _/f $ g8'45 88 �"�`c'r yrs„ c 58 04 30 58 725.00' 57.15' 57.13 N 11 f 7 50 W AS SHOWN ON REFERENCE NOTED
<br /> \!� r " 86 �'2p 0 8' 59 04 11 19 725.DO 53.00 52 99 N f 5 38 58 W -o- SET 3 4" x 30" IRON PIPE TAGGED L,S. 4876
<br /> J J L� E ,2040' 6R6 ' 1056'00" E A . R /
<br /> j N �, (M ( , ,�-Z �„ N g , 60 08 42 17 725.00 110.15 110.04 N 13 23 29 W -Q- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> 18 o7l $ o.... 50•��' _. 8 ti� 3/ W.C.". , 61 39 21 30 50.00 34.35' 33.68 N 01"56'07" E /N MONUMENT WELL.
<br /> _ , f 39.03.,_-J -- , 0 60 62 32 29 02 47.00 26.65 26.29 N 05u22?1 E
<br /> Q 6 i /4g1 34 w e9lot P U'E : 1°g7 'o��"c�+ 3'X 3' W.C: gT ` - Q- FD. CITY OF STOCKTON CONTROL MONUMENT AS NOIEO
<br /> 63 5,300,3'36" 47.00 43.53 41.99 N 3 23 58 W
<br /> (R ) , E 70 64 48 45 45 47.00 40.00 38.80 N 8801859 W P.U.E. PUBLIC UTILITY EASEMENT
<br /> m3 g9 (N� 040 �N E _ 0 59 ��, 65 48"45'45 4700 40.00 38.80 N 42 55 36 E
<br /> ---'1 92 �2 n� , cr S.J.C.R. SAN ✓QAQUIN COUNTY RECORDS
<br /> n� RO N �A $ 58 w 0. 7 o 66 48 4129 4 Z OO' 39.94 36.75' N 05 048'0 1 W N=2187810.5 5 CALIF. COORDINATE SYSTEM-83 ZONE 3
<br /> EB 1 C a , W C. �. 7427 C ,' 0 67 26057'23 47.00 22.717- 21.91 N 43 37 26 W _ _
<br /> J Cl 3 , 2E=6337864.658
<br /> 80.03 0 '26" W -,. 68 58 43 OD 47.00 212.23 72.68 N 72015'22'r E
<br /> S 72 AQ DRIVE .. ''r 70 39 21 30 75.00 34.35 33.68 N 37025'23" W SET 1/2" x 24" IRON PIPE TAGGED L.S. 4876
<br /> AY \ 3' 0 53 0 �A� pR /,- 70 04 52 59 675.00 5753 57.51 N 15 f8 08 W T AT ALL REAR LOT CORNERS, UNLESS NOTED OTHERWISE
<br /> OF W t 'CJ tR �- 71 04006'59" 675.00 48.49 48.49 N 10 48 09 W WITNESS CORNER.- SET 112" x 24" IRON PIPE TAGGED
<br /> j \ RiCST��ON ; {�p V 72 08 59 58 675.00 106.02 105.91 N 13 14 39 W L.S. 4876, AT OFFSET DISTANCE NOTED.
<br /> \ .� �, .; ,.,.-- /"r 12.00 3 W.C......
<br /> J WIDE S CIT'/ OFp542 rn . cr i -% 9+(M)( 6) 73 150261181150.00 13.47 13.43 N 5 26 57 W
<br /> 30 TO 1}�£ ggp2 °'> 274.10 ,26" W �- �� IRON PIN 74 46 50 25 47.00 38.42 37.36 N 41 44 54 WZZZZl INDICATES RESTRICTED ACCESS
<br /> \ I'N' 12� '` '- / �' S 72 40 1�2 I E 14286) 75 43 53 f0 47.00 36.00 35.13 N 03 36 54' E O.R. OMC14L RECORDS
<br /> �►' - GED
<br /> R R3)(R5)( 76 43 53 104700 36.00 35.13 N 4 7030'04 E /.N. INSTRUMENT NUMBER
<br /> PER (R6) / T(81)(82)( 77 43053 10 47.00 36.00' 35.13 N 880m"46" W R RADIAL BEARING
<br /> 78 43 f
<br /> S5 53 0 47.00 36.00 35.13 N 44 43 36 W )
<br /> ICT£0 ACCE / 79 34020'33" 47.00' 28.17 27.75 N 05 36 45 W ------ CITY LIMITS LINE
<br /> RESTR APPROXIMATE C.N.E.L. LINE 80 256043'38" 47.00 210-397- 73.70 N 0011'43" E
<br /> _of-WAY 81 28 48 08 50.00 25.13 24.87 W-0-2'50'32'1 W C.N.E.L, COMMUNITY NOISE EQUIVALENT LEVEL
<br /> M.&P. MAPS AND PLATS
<br /> LINE DATA: 3�J URE RIGHT 83 05 19 52 90.00 8.30 8.29 N 23 51 44 W R.S. RECORD OF SURVEY
<br /> NO. BEARING DISTANCE PROPOS IND 84 09 15 34 90.00 14.55 14.53 N 21052 23 W
<br /> 25 S 61028'19" E 1&14 WAY ° NOTE: 85 43008'56 60.00 45.19 44.13' N 0405514211W (M) MEASURED
<br /> 26 27u4255" W 8.2 T OF 86 34 22 39 60.00 36.00 35.46 N 33 50 05 E 2 CURVE TABLE REFERENCE
<br /> 27 2r4255" W 32.50 EEf RIGHT OF BY THIS NOTE, ACCESS RIGHTS TO CORNER LOTS ARE RESTRICTED 87 30 54 36 60.00 32.37 31.98' N 66"2842 E 22 LINE TABLE REFERENCE'
<br /> W1°E STRT,T OF 8 IN CONFORMANCE WITH CITY OF STOCKTON SUBDIKS/ON DESIGN 88 1060201 60.00 113.56 97.35 N 2 42 55 E Q CENTERLINE COORDINATE' REFERENCE
<br /> 24 THE p9j76 STANAARDS DRAWING NO. 6, CONFIGURATION. FURTHER, THE DEVELOPER 89 9 l5 35 90.00 14.55 14.53 N 7 18 13 E
<br /> TO I.N•97 OF THE SUBDIVISION SHALL SELECT THE STREETS ABUTTING THE CORNER NOTE.'
<br /> LOTS UPON WHICH ACCESS IS TO BE PROVIDED AND ACCESS IS HEREBY
<br /> P. STOCKTON\✓846\LJCN05\SHEE T5 6/30/99 RESTRICTED ON ALL OTHER FRONTAGES SEE SHEET 3 OF 5 FOR NOTES AND REFERENCES. SHEET 5 OF 5
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