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<br /> L/ 3
<br /> NOTES LOT AREA DATA TRACT N0. 2648
<br /> 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. SUBDIVISIONS OF SAN "OUIN COUNTY
<br /> S0.
<br /> 2. A 10 LOT NO. fT. ACRES
<br /> PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED WESTON RANCH,
<br /> ALONG ALL STREETS ON (R 1). 60 358,74J 8.24
<br /> J. SET A 5.5' WITNESS CORNER, ON LOT LINE PROJECTION
<br /> FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+" O 1°25'29" UNIT NO. 21
<br /> IN CONCRETE SIDEWALK.) N 82°00'28" W(R)
<br /> D =
<br /> 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAIV NED TO
<br /> R = 975.00' N 76022"16"' W
<br /> PROVIDE PROPER DPA..VGE WITHOUT CAUSING SOIL EROSION L = 24.25' 100.54'
<br /> OR DRk&I?VG ONTO AG:ACENT PROPERTY, ALL LOTS ARE TO
<br /> GRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. T = 12. 12' 1 BEING A SUBOMSION OF LOT 143 AS SHOWN ON THE WOF
<br /> CH= 10� °16'47" E �^ WESTON RANCH, UNIT N0. 20, FILED IN BOOK 32 OF MAPS AND
<br /> 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 12-93. 4
<br /> PLATS, AT PAGE 18, SAN JAAQUIN COUNTY RECORDS, AND
<br /> 6. ALL DISTANCES SHOW,: ARE GROUND LEVEL DISTANCES AND SCALE � " = 100'
<br /> LYING IN SECTION 27,
<br /> MUST BE M;;LTIPLIED 6- 0.9999323 TO OBTA'.ti GRD DISTANCES. _
<br /> T. 1 N., R. 6 E., M. D. B. & M. AND
<br /> 7. ALL DISTAVCES BETWEEN FOUND MONUMENTS ARE MEASURED N 8302557" W (R) / SECTION �`D" OF THE C.M. WEBER GRANT,
<br /> AND ARE IDENTICAL TO (R l). 50.00'
<br /> DETAIL "B" CITY OF STOCKTON,
<br /> Nor To SCALE SAN JQAQUIN COUNTY, CALJFORN14
<br /> THOMPS011N-ff}'SaL ENGINEERS
<br /> N 65°20'17'w / ' �`O 9.94' R;) \�\ 1015 12th 57 �F7 MODESTO, GAIJFOR%4
<br /> ol o
<br /> i � � 1995
<br /> N 2403-9' 't?" E LEGEND
<br /> •� 300:" ' = G' L
<br /> N 65°20'1 7,. h. / •� o i ii • /
<br /> 9 1 •�- - ° - N 2497.003 E , ��� - o FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED
<br /> N24C 0.,
<br /> o = 00°30 28 CENTERLINE "
<br /> R = 1304.00' 73 , � � L S. 4,876 (RI) UNLESS NOTED OTHERWISE
<br /> L = 11.56' 6Q ° , „ 'ti'6S° 9 o COORDINA TES(GRID) -{.}- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED L&4876(RI)
<br /> T = 5,78' N 13 36 22 E ° " • 20�j,, po ti IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> CH= N 65°35'41" W 1 81 N 23 9. 01 E X=1,770,127.60
<br /> 49.30 �/ O R �I � 1Q 1Y= 510 718.90 -� FD. CITY OF STOCKTON CONTROL MONUMENT, 2 1/2 BRASS
<br /> 11.56 DETAIL '(C > > �� DISC IN MONUMENT WELL, STAMPED AS NOTED
<br /> 21°38'11" E- • 13 7•9 9 c I�1 g ,y S6,o' Sp X=1,770,001.08 V SET 314"-X 30" IRON PIPE TAGGED LS. 4876
<br /> NOT TO SCALE 49.28' �'� 6 5 66 y/ Sp��s!%� 9)�, Y= -§8-
<br /> N (,AI) MEASURED ON THIS SURVEY
<br /> i • 10........... . I X=1 769 991.21 R R
<br /> N 19°34'31" E \ • �'�4 � 24 �-�, Q W.C WITNESS CORNER
<br /> 49.28' ' ,1, -N 9 OT U > 3 IY= 510 752.25 P.U.E. PUBLIC UTILITY EASEMENT
<br /> 0 52 2y, .... >p 6S°O 6S`�02 "A 6+O \... • ,�J Q X=1 769,934.25SET " 30" IRON PIPE TAGGED L.S.
<br /> „ • O QO / moo' ? <'j% - P p / {�; 2J � Y= 510 465.02 T REAR 1 LOT CORNERS UNLESS OTHERWISE NOTED AT AL-
<br /> N 17°30 51 E 1 c�0• \-•.. Sp ,y !y\ � J" �
<br /> 49.28
<br /> �/� ��2 6S 2p� 06� 2j�� �p0, �� X=1 769,933.48 `� INDICATES WITNESS CORNER; SET 1/2" x30" IRON PIPE
<br /> N 1549.281•' E .. .. • L=11.84 / moo- 2q ///3 �' �6�)3 ..,�\.......... �..... • 2 1 >o 5A Y= 510 399.l4 3' WC /I TAGGED LS. 4876 AT OFFSET DISTANCE NOTED
<br /> O
<br /> •a'` X29'`��� >� •�a�O' y> X=1,769,77J.851 X=1.790.369.34 CALIF. COORDINATES-27, ZONE 3
<br /> p = 00°48'00".. N 13°23'31" E _"... I ,� .� �S- e ?�- O/ �. 66 Y= 510 881.30 Y= 516 353.43 (CENTERLINE dr CONTROL MONUMENTS)
<br /> R = 1530.00' 49.28' ►-`�� / �^� > ��,� 3 ,2 / S' `os, 0 ..01 1 71 70
<br /> X=1 770.189.13 S.J.C.R. SAN "OUIN COUNTY RECORDS
<br /> L = 21.36 N 11019"51"' E h ��ti o hc��`"� / ,� DETAIL "C"
<br /> T - 10.68 • o� �� / �o �o ti 0 00 �, / 0 / (� Y= 510,454.89 O.R. OMC14L RECORDS
<br /> CH S 07°50 21 W 49'28 �\ v / ? o h
<br /> J) / O / 3 \ :- / � h� .S. RECORD OF SURVEY
<br /> �N. INSTRUMENT NU
<br /> 21.36' N 09°16'11" f ? o o ./ J >O� �o �I / �o .�� ^ 19\ I .......N 13°36'22" E
<br /> 49.28 I � 012. ? �� ,ti h 100.81RADIAL
<br /> S 82033"39" E(R) S B1°45'39 • O v v h ? 1 oti �� �,9 73 S£E A US (IX D(IS NG ERRING
<br /> 100.00 • \ 160.0p(R) ry a 9 A �o °j '� h°� / DETAIL ''B" -- - - -- CITY LIMITS LINE
<br /> �•
<br /> 60.0070 �' " !� LOT 6O O Q) °' • !- N ° !Z!1/ DOSTING RESTRICTED ACCESS PER (RI)
<br /> N 04"15'4-3" E........... 1 P' p U E.. •� ip, I 100 Op' • •' -1 O (, �o ? 76 ?2'1
<br /> 5.'.64' �o 4! -• . �" I I o p �✓ , .. �, ---�too.S4' w �'� �Rl� ,�Cc�e.� P'��P W--6TON RANC'N, VV17- IVO. 20,
<br /> L„ YQ� �( J ,, 10 7P.U.E.<Ri� I o $ N 67°31 52 W 1 "_ M.
<br /> N' 03°1 �E...... • 2 N, o� ^ ~ L0l 60 n I o (� 10`YP�).......� 3 I 74.56'R1 N 0504443" E ,
<br /> c\A2 ,4 a 1 N oo°4D'18" E.... C� .. 10 P.U.E.< ) .� �, 48.88 CURVE TABLE
<br /> N oQ° 61.01'E .... o `0 15 o '� N 8T°25'48" W R) c°`�I ^ 4.3T I L D T 60 o 0 2 a 16 • 7 6
<br /> 1 .� O i N �t CURVE No. DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> o i ii • "� �u 3 `' N 43°22'45" W 2 '� I- N 89°02'44" E I N 00°40'18" E u u 18 ^ �' " ' • •�
<br /> N 89 19 42 W ... \ ( : u - 1 21 OS 3 f 800.00 294.50 292.84 148.94 N 11 13 Os E
<br /> O
<br /> i „� aa' I 28.75' I 30' f 79.52' 25' 25' 4.37' '' 2 21 lO'�6 1240.00' 458 36 455.76' 231.83', N 12 37 18 E
<br /> 8 - - - -) - - - - - - - - 0 • - - - 75 25 W - -• - -�� .. ..
<br /> N 8 59''S�' w(R-' • N 89�19T42�' W 30' 1�J - - -.- - • - - 3 06 36'12 1500.00 172.88 172.78 86.54 N 04 56 lit E
<br /> �._ N _ N 87�_RW L=34.35 4 L=34.35 '
<br /> 160.10 - -- g 4 1905,6'16" 775.00 269.68 268.33 136.22 N f 0 38 26 E
<br /> SKY LAKE � _.._ j o -- N 00 40 18 E_ � I � �"�� 5 390 '30" 50.00 34.35' 33.68 17.88' N 19 00 27 W
<br /> 0 6 258 43'00" 4700' 212.23' 72.68' 57.30' N 89 19'42' W
<br /> N _ SKY "� 1J�KE 21 65.89' N 51°18'48" E R) �u I W ^ to X00 0 �a
<br /> COURT � LANE N 88°55'16" W R Q• 1 I �� o~ 7 39 21'30" 50.00 34.35 33.68 17.88 N 20 02 1 03 E
<br /> ou N 06°21'10" E \ l :� �-° t W 8 ---i0-'71 8'20 825.00 292.38 290.85 14 7.74N 10049T26"' E
<br /> f p o o �„ 2
<br /> 25' 25'• 50.82' \ , 7 P.U.E. o_mor o o"', 9 19°39'40" 1210.00' 415.21' 413.18' 209.67' N 10054 " E
<br /> 30' 30' N 87"58"05"' W (R 1 x-212 2 3 CR)) , ° S^ a co JO 09"09-'36"' 90.00 14.39 14.37 7.21 N 60 45 39 W
<br /> N 8r,30'16"" E N 49058'12" W(R) o o •• '
<br /> 90.51 I O P.Gdo E. EASEMENT 10 P R1�....$ i 2 79
<br /> 3 � --
<br /> 0.R. 765-121 NO W/DTN N � 1 ...�, c 11 1 12 56 44 70.00 137.99' 116.71 105.65' N 6 20'47" E
<br /> Q N1 00"40-'181"E
<br /> 0��'18"E LOT 60 INDICATED TO BE A54NDo ED BY ( o0 12 -67032'15 90.00' 11.84' 11.83' 5.93' N 14 3832 ' E
<br /> N 88021"52" W R S HE.E7 4 Orr" 7 � 1 SERA RATE DOCUMENT(XU) ( � � z J 3 15 36�19�� 1270.00 345.90 344.84 174.03' N 10 36'30 E
<br /> 2s 2s 1� '`
<br /> - N 8.9019"42"' W 465.00 -,. :i 50.00 100.00 • 14 05 40 09 1470.00 145.45 145.39 72.78 N 05"24"l6 E
<br /> -- 15 05"25'36 1530.00 144.91 144.86 72.51' N 0403313-T E
<br /> 89°19'42" W - 16 0 19'14' 975.00' 124.58 124.49' 62.37' N 04 19'55' E-
<br /> 205.00 205.00' 17 05 53'45" 1025.00105.47' 105.43' 52.78' -W-03037"10"" E
<br /> 8 59 58 57 56 55 54 53 D, 00 9 9 18 05 53'45 1000.001 - 102.90 102.86' 51.50'- N 03 37 10 E
<br /> 19 00 030128 1364-.001111.56 11.56 5.781 N 65 35"4 1 W
<br /> 25'920 18°38'03" 1210.00' 393.52' 391.79' 198.52' N 11025"23"'* E
<br /> 21 O 1 01'38" 1210.00' 21.69' 21.69' 10.85' N O 1 35'33" E
<br /> 22 06°13'36" 1530.00' 166.27' 166.19' 83.22' N 05°07'3.3" E
<br /> WOODSTREAM N STREET 23 05
<br /> 053"45" 975.00 100.33' 100.28' 50.2 1' N 03 37'10' ' E
<br /> 25'
<br /> 5 OF 7
<br /> SHEET 7 OF 7
<br /> 143228RW 05/1/95
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