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ON'• egoo
<br /> TRACT N0. 3161
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> EA S T"KE, UNI T NOAr 9.
<br /> BEING A SUBDIVISION OF LOT "B" AS SHOWN ON THE MAP
<br /> OF EASTLAKE, UNIT NO. 6, AS FILED IN BOOK 36 OF MAPS
<br /> AND PLATS, AT PAGE 6, AND LOTS "A" & "B" AS SHOWN
<br /> ON THE MAP OF EASTLAKE, UNIT NO. 8, AS FILED /N BOOK 36
<br /> OF MAPS AND PLATS AT PAGE 39, AND RESULTANT LOT C OF
<br /> \��• _ f LOT LINE ADJUSTMENT LLA N0. 3--02--M A RECORDED ON
<br /> � � I S S
<br /> 3 86 , 1,`E�RI 27
<br /> I . 3 � 28 -
<br /> P a MAY 30 2002 AS DOC. NO. 2002 092355 SAN JOA UIN COUNTY
<br /> \ 8
<br /> R R3
<br /> 3
<br /> < ). ( � r�� M � RECORDS LYING /N THE SOUTHWEST QUARTER OF SECTION 34
<br /> • • I R3
<br /> \ ( 28`: : 28' � 'S 89°35'58" E 124.71' s' (E' Nz,
<br /> , ,
<br /> \
<br /> 21 „ i 1 + „ „ ®�. ••5'S E. 5 T. 2 S., R. 5 E., M. D. B. & M.
<br /> •� N 14 38 12 w �• CITY OF TRACY,
<br /> 24.21'(M)(R3) 85 }~ CONCRETE 5'�6►,
<br /> . � \ °42'35" E W.C. (R3) �`s. s l � � a?
<br /> N 85 P SAN JOA U/N COUNTY CALIFORNIA
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<br /> 12 81
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<br /> 2,5' R3 }r 05'04rrE(R)�� \ 69009 6' `''6 �o,� F 5 THOMMON-bffSELL ENGNEERS
<br /> 81
<br /> O a Z o \ N -'" 80 N 145.6 3 J
<br /> A DlKSION OF THE KEITH COMPANIES
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<br /> N 65°42'35" E \ 96 ,� 39 �� F.IRI 1 �
<br /> z � 5` � �I 1016 12th STREET MODESTO, CALIFORNIA
<br /> LA 125.5 rrE(R)_�, o'j� 6 `ro JUNE 2002
<br /> .� ° 4
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<br /> 2 ,
<br /> N70 25 ,_ 0 79 10 82 y0 �5�' `1 ��
<br /> co \ W 32 -o� --
<br /> 25 c. � � 38
<br /> N 85°42'35" E cm \ Z� ,� \ Al
<br /> ohs Oct `b 32
<br /> 7.51 'E(R) v �..
<br /> 13 . �
<br /> \ 59°j1 r27 �w� ` \ .o "� 37
<br /> N `~ 78 - 0 G
<br /> (A/)(R3) ,_ 98 - R1 1. SEE SHEET 2 FOR NOTES, LEGEND, BASIS OF BEARINGS, AND REFERENCES
<br /> 1 .� 21.83, 33 9.63(M)(R3)•..... .(R3 i O
<br /> FD 251 W.C.(R3) .. ^� \ • (R3) 6���
<br /> 1 0
<br /> ti �� r •O� \ o o �'
<br /> �L M
<br /> R3 w , ��
<br /> � 0 0 • M R3 18.52( )( ) N� ►� �i )
<br /> 'S 170.41 ( r r • c R ♦ 84
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<br /> 85°42'35 EN40°18 15 W�.-1-=j R3 Z``�. �' � n "
<br /> -,�. •� ) k R'yl R3) /•...... ;/ FD CUT + IN„ \�
<br /> / R3 i 90 •0 L (M)� '►E �iQ T' :• 'CONCRETE 5'_6
<br /> O
<br /> ' 14.45 _ oho �l�1 6 19 r 0 • :'' W.C. (R3) a,
<br /> (M)(R3) 20 N �0 000 N7•Zg.6 7, R3) `� LOl /gI16�1 ,
<br /> o �0 n J R3) "�. (R3) N 79°55'yc n 0A LOT SF
<br /> z R3 %(14
<br /> z 7 -.....• 123. ¢ K' +� 13 31 7488
<br /> 89 (R3) N89°54'30"E(R) ti ,�"�' /� N7(�fJ(f+'3J �b J 32 825
<br /> } I BOR 9 1�N ` ' 4i 76 55'44'/{Y i........., • R3 33 9080
<br /> 39 7°`• /R3 NJ8°01'27" � 34 11182
<br /> COR! (R3)� �\•'--) �- ---- 35 7825
<br /> \ 19 FD CUT "I" IN ���� - O w u 75 „ ►, 36 6574
<br /> r „ `y : I� ►o N� ��'� w 6 '`�.;'FD CUT + i IN�� 37 . 9180 DATA TABLE.
<br /> CONCRETE 5-6 C. <<,, .� ,�� ` 88 CONCRETE 5#-611 W.C.
<br /> (R3) ° �� jL �' ,o o^ i ^r o �1 (R3) 38 9668 NO. DELTA RADIUS LENGTH CHORD CH.BEARING
<br /> N46 08 36 W :' _ t 34 4 1\ N�35o 36 "� W 39 9629
<br /> / 24.42'(M)(R3) Z ch N= n, h �c'�` ' ,J l 40 8616 5 _74*29_
<br /> 01 50 272.00 353.66 329.27 7_39`2824" W
<br /> 00 o ,�' r ^; o h , ^� 6 05001r57".
<br /> 57 50.00 4.39 4.39 N 7 24 45 W
<br /> z �', , �`•o�0 7 22`4926". 328.00 130.66 129.80 N 68 31 O1 W
<br /> / \ I �,,\ 2 = :•25 W.C.nph,�oo; J }� 8 30 35 49 40.00 21.36 21.11 N 15"12'25 E
<br /> ( ) N°,o I �� � 9 J902946" 50.00 34.47 33.79 N 19039'23" E
<br /> \ (�3g'(M 82.291 TV 25"02'58'r W
<br /> 5.46'•.. �r �}}"� N 0,11 75 O J 57 l8 328.D0 111.19 111.19 N 78 57 05 W
<br /> _lll 76 1 D 33 47 328.00 60.47 60.39 N 72 4132 W
<br /> � 25' W.C.... � .o :25 r 58.49 5.543, ••....FD. 25' W.C. & p'
<br /> (TYP) ,20'49 og 98'5t,W N776Q 49�-..... (R3) r 77 100 18 21 328.00 59.00 58.92 N 62 15128 W
<br /> (RS),. g 3 Z4 „ 78 10 22 28 328.00 59.39 59.3 J N 35 05947" W
<br /> 10.00 ...,,\:.��33�Z��W 879 3 R3) : (,yJ(R � !y
<br /> °3g (�)( J . _ 79 11014'14" 328.00 64.33 64.23 N 25 1126 W
<br /> 80 10 39 23 328.00 61.00 60.92 N 14014'j8W
<br /> 2.5 81 18 37 27 272.00 88.41 88.03 N 11 32 12 W
<br /> 56 C )�R3�
<br /> AND SOMMON ARE'4 82 18 372 8 27200 88.42 88.03 N 30"09'40" W
<br /> (SEF o�6 £V,'Alr 83 18037'27" 272.00 88.41 88.03 N 48 47 07 W
<br /> 84 18"J728" 272.00 88.42 88.03 N 6 24 35 W
<br /> 85 09018'58" 328.00 53.33 53.27 N 04 15 27 W
<br /> 86 02 3 7J I 272.00 12.46 12.46 N 00'754'4j" W
<br /> 87 001225" 2 72.00 15.22r 15.22 N 78 19 31 W
<br /> 88 22055'141" 50.00 20.00 19.87 N 63u26'10" W
<br /> 89 222"21'22" 50.00 194.04 93 25 N 29 25 03 W
<br /> 90 32 03 53 40.00 22.39 2209 N 65"4341" E
<br /> 96 49 33 58 300.00 259.53 251.51 N 24`22`57" W
<br /> 97 30 45 48 300.00 161.07 159.15 N 640,3255 W
<br /> 98 80 1.946 300.00 420.60 386.99'IN 39 45 5 J W
<br /> 1:\213200\UN/r 9\s4-u9-fm.dwg 08/05/2002 10:03 SHEET 4 OF 4
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