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<br /> CURVE DELTA4iWJUS LENGTH CHORDqoj_o�TANGET CH. BEARING (M)(RI) TRACT N0. 27
<br /> I 30 55 18 1450.W 782.54 773.0085N 82 03,
<br /> 4 f E 40
<br /> 2
<br /> 0023'1&" 1502.00' 613.99 so9.72r 1.34' N 81° 15 jAl FSUB�ONS .OF SSW �QUlN COUNTY
<br /> LlOr ARA NTA 7 1502.00' 5
<br /> 02 1 r"51" 7.61 28.81' ° „
<br /> 8 02 17'19" 1502.00' 60.00 60.00 30.00' ° "
<br /> 1 9 02017 1502.00' 60.00 60.00- 30.00' „
<br /> 6264 10 02 17'19" 1502.00' 60.00 30,pp' o
<br /> 2527" E WESTON
<br /> 6284 IMNCH
<br /> 11 OJr48M" 1502.00' 100.00 50.02' Al ° ' "
<br /> 06 12 02 2629" 1502.00' 64.00 64. 32.00' 88W46-
<br /> It 13 15046'08" 1603.00' 441.18 439.79 221.99 N 76049'04" E UNIT NO., 23
<br /> I.N. aa055aa71 9pp 18 02011'5►" 1&03.00' 61.48'--'---61.47'- 30.74 N 78 36'13" E
<br /> 1 19 "" ,160J.00'004.o . 2 N 80"50W"' E BEING A SUBDIVISION OF A PORTION OF
<br /> 14 01 ' " 160.3 00' 64.04 64.03' 32.02 N 08'08" E SECTION 21,
<br /> f 8 8 21 1 ° T 1 90.00' 16.68" 16.66' 8.36 N 89°59'15- W
<br /> 17 22 104°3522- 60.00' 109.53 94.94 7.62 N 4 01'40" E T. 1 N. R. 6 E., M. D. B. &
<br /> N 88°O5'10" W 24,x, ' 18 9969 23 0002.520" 160.3 00' 1 11.81 11.81 5.91 N 8402928- E
<br /> 6aoo, 19 3681 24 J501655" 60.00' 36.95 36.37' 19.06' N 77°40'54" E `i/f / OF STOCICTON,
<br /> z 146.35 3 599 44° 1' 60.00' 46 98 45.79' 24.77' N 37°36'39" E
<br /> SAN "QUIN COUNTY, CrAUFORNIA
<br /> � w L1 � 6 26 4°26'52- 60.00' 25-TO-1- 25.41 13.00 N 02 57'25" E
<br /> �' 0645-1 34- 1628.00' 251.73 251.48 126.12 N 8 46'3l- E Tf-/OMP
<br /> °' $ `•° ' 7 'ti0 '� OS°41'47" 165.300' 164.34 164.2 82.24 N 8 45'55" E SON HYSELL ENGINEERS
<br /> •,�6 29 ° " 1653 00' 85.71' 85.70' 42.86' N 82°24'09- E
<br /> ,E 10' P.U.E., ,'k \� cV
<br /> 0 1' " 50.00' 34.35 .33.68 17.88 N 19 40'19" E
<br /> 2 18 `o' = ' •' .op' 217' 217' 1.06' N 01014'00" E 1016 12th STREET ASO MOo CALIFORNIA
<br /> ��) 2.156,055.789 50.00 3218 31.63 16.67 N 2005445 E �H 1996
<br /> o / 16 E-6 327 290.697 33 58°43'00" 4700' 212.23 72.68 ---- N 89 5934" E ,
<br /> " 'V .41- �® ® ® Nat 155 956.602 34 44°13'42" 47.00' 36.28 35.39 19. 10 N 1 14'13 '
<br /> ' £=6 326 524.060 J5 ° 47.00' 41.71 40.36' 22.34' N 30 18'05- W NOTES
<br /> 48' W(,p� N 85°07'22" E(R)
<br /> 9 0. 78.45 N=2156120.643
<br /> 36 57o462C" 47.007-- 47.39 45.41 25.93 N 84 36 42 W
<br /> 31 $ 19 � e IE-6.326.454.9.93-1 37 -55"1 1'54 47.00' 45.28 43.55 24.57 ° 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> N 50"38'56" w, $ 38 501,40,16" 47.00 413-7-1- 40.22 2225 ° 2. A 10' PUBLIC UTILITY EASEMENT H�4S BEEN DEDICATED
<br /> N 50'38'04_" E\ ' (R) $ 8 A-2.156.220.1381 39 39 21'30" 50.00' 34.35' 33.68' 17.88' 19041,11- ALONG ALL STREETS AS SHOWN ON THIS MAP
<br /> (R) ^ 0 E=6326,785.711 40 26062 - 50.00' 22.7j' 22.53' 11.56' N 26020'41- W J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> o .. ® � ® �N 87°31'35'(R) 41 1 19'00" 50.00' 11.62' 11.60' 5.84' o ' FOR
<br /> N 89 59 34 O N=2 156 508.893 1 1 N ry LOT CORNERS FAC/NG A RCLIOWAY. (CHISELED +
<br /> IN CONCRETE SIDEWALK.
<br /> E=6 26 785.674 42 2 0 42 1628.00 346.03 345.38 173.67 N 73°15 23 E )
<br /> ,N 98.66' 4 .' N 89°59'34" £ . ..
<br /> N 76040'34" £J� 25' 25' 99•� 43 09 42'59" 1653.00' 280.32 279.99 140.50 N 73 24'05" E 4. EACH LOT SHALL BE DESIGNED AND MA/NTA/NED TO PROVIDE
<br /> g --�R)-- ( © N=2 156 247.404 44 02°07'12" 165,100 61.16 61.16' 30.59' N 77°11' " E PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> 20 I ;� $ ® E=6 327 035.691 ° „ DRAINING ONTO ACUACENT PROPERTY. ALL LOTS ARE TO
<br /> U) 3 I V ^ ao
<br /> 14 50 21 02 16 1628.00 597.76 594.41 302.29' N 77°41 10 E DR4/N FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> � � ^ " $ 66 U2-04-3 32' 1653.DO' 78.63 78.62 39.32' N 85015101"o E
<br /> N 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP
<br /> b ° " - N . I W 68 25 39'27" 1450.DO' 649.32 643.91 .33020 N 79°59'46" E 7M 19-88•
<br /> 30 ;v 1000 00' 0d (3 I N 89°59'34" E 71 05015'5 1" 1450.00' 133.22 133.17 66.66' N 84°3236" W 6. ALL REFERENCES ARE TO SAN "oulN COUNTY RECORDS
<br /> U) g 12 ( 100.00' g _ 73 03001'18"-11502.00, 79.21' 79.20' 39.61" N 89039'52" W (M)(R1) AND BOOK OR VOLUME PRECEDES PAGE.
<br /> z 21 I �3 gi 13 g $
<br /> E 58 3 $V.....lo' P.UE. `° �, �3a LEGEND
<br /> ! 77.06'27" 1 'o a 1 N 89°59'34" E /P/f'PL�RGIC,K c,
<br /> �,,' �'.e ► g °$ 100.00'_ LANE~ _ 2
<br /> 1 -+- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> r /), $ ° I N 06°06'43" W N 00"00'26" W o .. _ ,�`
<br /> 6 LS, 4876(R1) UNLESS NOTED OTHERWISE
<br /> `,1
<br /> 10 P.U.E"' g ;�, (R)-` 14.46• ... o ""- 1�� ��� 1'�1'g -t}- FOUND AND ACCEPTED 3/4- IRON'PIPE TAGGED
<br /> N I 2.J `�'I 12 �� " 25 ?9.88 \1 L S 4876(RI) 1N MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> �r N 43°l8 11 E.......
<br /> it
<br /> 2R °$ 0 22 I Q �O( N 49032'42" W\�� 31.55' N , NQ7W -8 v -�- FD. CITY OF STOCKTON CONTROL MONUMENT 2 1 2" BRASS
<br /> 19.78' _ y $ 3 DISC /N MONUMENT WELL. STAMPED AS NOTED (RJ)
<br /> 2 N 16.41,-
<br /> 61," E $ I " --0- SET 3/4"X 30" IRON PIPE TAGGED LS. 4.876
<br /> J-4 25 ®N 03°23`11" w�R��N _. 2 ' - - - - - -
<br /> ®' -• N 09°04'58',_W(R) -- o © N 74°t9, IN MONUMENT WELL
<br /> -- ° ; 94
<br /> 09"!j. � -o-- SET 314"')( 30" IRON PIPE TAGGED L.S. 4876
<br /> ©N 1 4T¢2� w(R), ® ©� R
<br /> yySR1 ©"' �•Tp N °�3�" W J �' SET 1/2" X 30" IRON PIPE TAGGED L.S 4876 AT ALL
<br /> 135
<br /> i°44 26 yy(F�' 8 1© _ 6 REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> ,p°39'16 Le O ` -© z W
<br /> 0 N SgND �e_ _ -19 3 3 v 14.00 �� 10 N _ - - - - - .J.J 3' w.0 ......� WITNESS CORNER: SET 1/2" X 30" IRON PIPE TAGGED
<br /> o �= - - & 3 $ ; i W i 3 -� °•� W LS 4876, AT OFFSET DISTANCE NOTED.
<br /> 10' P•U'F, 3e U IN `0 $ Al N=2,153,535.135 CALIF. COORDINATES-83, ZONE 3
<br /> $ C $ o °� o o, y 13� $�,E 1 = 60 E=6 327 497.231 (CENTERLINE & CONTROL MONUMENTS)
<br /> V �' "' h i �, :•"'3'
<br /> W.C. FD• 3' w C S J.C.R. SAN JQAQUIN COUNTY RECORDS
<br /> o+ o P.U.E. 3' W.C. c a ,✓
<br /> 11 0.t OF 64L R CORDS
<br /> ;, WC....• ? 0 _ • R.S. RECORD OF SURVEY
<br /> o Z O 2 N 0°23'00" E/R •/ I N. INSTRUMENT NUMBER
<br /> .{► O O -------IL 1
<br /> (R) RAD14L BEARING
<br /> ......N 0204929" E(o) P.M. PARCEL MAP
<br /> px5T;acTEp ACCESS 52.00' --,TA/ P. AND PLATS
<br /> /4 X74 W (Mo MEWUR'd ON THIS SURVEY
<br /> %n (DW 80ULEYARO � '�• N W.C. W/TIYESS CORNER
<br /> P.U.E. PUBLIC UTIUTY EASEMENT
<br /> "� l08°05'20" E
<br /> Qol,Y� � �- CURVE TABLE REFERENCE
<br /> 0 ► (R) ® UNE TABLE REFERENCE
<br /> i
<br /> N 22°49'58" W -� 90 CENTERLINE COORDINATE REFERENCE
<br /> RESTRICTED ACCESS
<br /> ...RQ4D EASEMENT
<br /> L" 90019420 REFERENCES
<br /> o
<br /> 2R1 RECORD PER.- WESTON RANCH UNIT. NO. 12, Malt P. 31-96, S J C.R.
<br /> f2) RECORD PER. BOOK 30 OF SURVEYS, PAGE 77, S J.C.R.
<br /> (R3) RECORD PER., BOOK 33 OF SURVEYS, PAGE 20, SJ.C.R.
<br /> PA 143238`UN/T23-2 4-15-96 D.D. SHEET 34
<br /> SHEET 6 OF 6
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