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<br /> GDR
<br /> GDR EInc.
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<br /> 8 E E 8 N E E T V d ENGINEERIN /SURVEVNG PANNING
<br /> I 3525 MITCHELL ROAD, SUITE G CERES, CA 95307
<br /> ' "RR
<br /> J14 � �o � 298 TELEPHONE: (209) 538-3360 PAX: (.209) 538-7374
<br /> I
<br /> E-MAIL: gdrengr®gdrengr.corn
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<br /> N S0*42a" W 12,200'
<br /> +�
<br /> 1
<br /> / _ 290-W c"
<br /> 148.00'(M)(A) 142(0' - ..... 4� M {",, o0 "a i
<br /> ' CC3 • V 1
<br /> 2,197 N
<br /> r~ N N 89-48'21 W p 100 9,760 S:F.
<br /> .:.. T 94.00 , ! _�
<br /> Ab E�.::: 89"48'21" W 122.(}0' ?
<br /> SCALE: 9 s fi4 1104• 0 284 -'�'�
<br /> ' L'72 41 PARCH " / " < 10,132 S.F. 7-� 28 28 20,17'
<br /> " , `- , ; C5 C25 1 + 82-5s'31" (R _ + LINE TABLE
<br /> PA RCE-1 ,� " :- 6.74(M)(A) S 84'45'46" W R I C24 - - cao+ z i CURVE BEARING LENGTH
<br /> -- - -- - - j-- - 296 M A L3' r�45'1139 28.28
<br /> .-' -- N 8933'41' W 2226'(1�)(A); '�
<br /> N $x'48`21' W 237,$8' C27 9 633 S:F. M A L4' S89 48 21 E. .�ifi.04
<br /> C28
<br /> 124.00" M A - , 117.88' 1 117,15' • S44'
<br /> L5 ' 21 E 28:2#3.
<br /> 2-5 tf6.2fiS:flQ' 28.09' 1 ) - 5 S.E. C25 C22
<br /> (SEE NOTE 6 ON SHEET �� C6 1N 89'4821 W )22.15 '
<br /> o - 1 to ' �' S 862438 W .R "-8
<br /> c� 273 ,d rca _ 1: o C26 i I CURVE TABLE
<br /> • CURVE RADIUS 77 .441
<br /> DELTA
<br /> Imo' 14,147 S.F. 1 1 0 282 i o 285 1 28' 28' C29 ,29,�J " '
<br /> ! '' ��' 1 6 9.600 S.F. ' C1 o C5 250.00 '. ; 9,568 S.F. #� �1E" � , 'n1 1 f , 1 9,693 S.F. 90 C6 3(?4.00 7'(508(5EE N'oTEG, av SE1�2 1 �., '` i N $9'48'21" W 1 240:()0' ' 1 c.> C7 250.04 N 89 3341 W 166.62' I ,�1 :55i 120.04' ' .. i1 16'08 40
<br /> . a C8 40.09 45:88 65'4310
<br /> ' > I , -"'` 4 5' S.E.12fl;00 i C9` 59.00 200,34 229'34.39
<br /> 1fl P.U.E. (TYP) _ ----10 P U:E. 1 TYP) , SEE NATE 6 UN SHEET 2 . i N 89 48 21 W 121.60 G'i0 27$00
<br /> c� a ' , �, ('� 1 -50-.00-7-
<br /> 78.33 161J8 40
<br /> � 1 �„ .18 281 8 3I ~- I ' Ull 50.00 95.34 09"1 14
<br /> 1 z *- �•. 1 coo 9;600 S.F. co C> q n
<br /> 274 ' 2861 t`) I i� O C12 50,09 55.00 63'01.31
<br /> w Ilk
<br /> 00 14,178 S.F. 1 ' V 1 9,60(? S.F. I I'd .29'� o ,t�' C13 `�0:Q0 5{3.04 57"1. 45
<br /> I 0 c, ! w w '�' 1°0 9,680 S.F. '�-�' C14 40.40 28;57 40 55 34
<br /> I z '% ...1--o N 8948 21 W , 240.00' .t... . . ' ;v, 1 v a
<br /> C15 50.44 ` 228.5(? 261�i 08
<br /> z 120.00' 1 � � � 1 3 ` �''� p ,.
<br /> C16 40.00. 28:57 44'55 34
<br /> 1 r � N 8933'41" YY 166;98' I 1 � 120:� - .- `'
<br /> -pl '�C -- 4.0 S.E. I T-` + T- „ Q, -' C17. .50.00. 46.75 53'3436
<br /> �5� I 1 ; r 89 48 21 W 121.00
<br /> 5 y 0' �� J ',1 , . (SEE NOTE 6 ON SHEET 2 ca • - ' ' ,
<br /> L �" �°pI � 2 01 z ` 1 a C18 54.94 45.40 ` 51'33 59
<br /> C19 50,00 ; 51'3358
<br /> y 1 r' n, "*1 19 0 9.600 S.F. - '6 � ! j 0 I• � `3, I CZU `50.00 45,E 51X33 5$.
<br /> vo 9. 00 S.F.
<br /> 13.368 S.F. '28' , I i :_ o01 i 29,E °D z 21 : 50.40 .75 5 '34 37
<br /> 3 1 1O P.U.E. (TYP) too I C22 528.00 %83 .715'08
<br /> 9:680 S.F. 1
<br /> S 24-05'11 E (R) �� 28' . ' .: N $9'4821 W ; 240.0 ' - 12$' , 2$'1 I 3 C23 222;04 28.14 7"1508
<br /> N 89'33'41" W 143.78' C8 124.00' 120.00' 121.00'
<br /> ' 24
<br /> 27$.(34 35 19'
<br /> 7'�5.Os
<br /> I 25 472.00 59.74 7-15-08-
<br /> 0;N 89'48_21 W^(R_) v0;' C14 N 189 48 21 R 126.OA C26 472.007' 44.74105'25 53.:
<br /> - C7 1 N 48'52 47 W R �, 8
<br /> Ci6 `C`� � C27 472:09 15.{x3 T3i'49 i5
<br /> t 279 A
<br /> k.\ C28 528.00 31,96 : 03'2$07
<br /> z ,� ''�, 288 C17/' �, 1 ' /,,`,�'c' \ 292 0 C29 52$:00 34.87 ' 43.47 01
<br /> -- Ci11 � o� ?�� 11,370 S.F. r '' 9,919 S.F. 1 �:. /�� �C2i <r
<br /> I 3g�� N - $ N 1 9,764 S.F. vi �
<br /> SO v
<br /> 17,749 S.F. /� � "�33q '417 C18\
<br /> 1023a \\ �/ S ��.0� �i,�Q¢y w
<br /> �'' -- • 13 to C1$ Ci 5 ,'C20 ��;£ { "' w 85 SEE SHEET 2 FOR NOTES, LEGEND,
<br /> C12 4.0' S.E. 189 '- _- ,�� REFERENCES & BASIS OF BEARINGS.
<br /> r \� tii (SEE NOTE 6 ON SHEET 2) , Ci9 \ t�
<br /> 5i/ �» ca 13,061 S.F. / +� ;p. \r'u: 29 o ,.�,
<br /> 431% ' o
<br /> 2� �'�°'/ 1�_�= 2.78 �{ � �� s 13,792 S.F. � � li � �`-" TRACT N{�.
<br /> 26A� 277 ,1 z `'� 19;882 S.F. ,' � % z �`�©; 3292
<br /> 15,491 S.F. �,,� ,*� 3' x 3' SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> " �,Z 12,754 S.F. \�J W,C. , c"Muj V
<br /> 11LC. 3' W.C.- 1 04' 1. 3' W.C. 2 r o " " ���` ELISSA(lA
<br /> RAY RANCH
<br /> RESTRiCT1D ACCESS h' R'`, �' a
<br /> N 89'33'41" W 344.21'(MXA) 3 w C• 1 79' .C. 1 ;� z UNIT
<br /> NO, 10
<br /> `10.04' N 893341' W
<br /> . �„ �
<br /> 251.79(M)(A) �
<br /> __ TOWN IP LINE _ PARCELS D, E, F AND G, TRACT NO. 3208,
<br /> 'ALPI�C'0 ROAD - --�-� ELISSAGA
<br /> -_ _ _ _ _ _ _ _ .RAY RANCH UNIT' 1V0. �, AS FILED
<br /> - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ FOR RECORD ON JUNE :�3, 2+ 02 1N BOOK�. OF MAPS AND PLATS, AT PAGE 15, S.J.C.R,,
<br /> AND A PORTION OF PARCEL 13, TRACT NO.
<br /> 290.1 , ELISSAGAR
<br /> AY RANCH UNIT 111'0. 1 AS
<br /> FILED FOR RECORD ON APRIL 2.1, 2000 IN
<br /> BOOK 34 OF MAPS AND PLATS, AT PAGE 080
<br /> S.J.C.R., LYING IN THE S.E. 114 OF SECTION
<br /> FD 3 1 J2' BRASS asc STAMPED 'ARMY 34, T. 2 S., R. 5 E,, 1b1.D.B. & �I.,
<br /> CORPS OF ENGINEERS", 4.61' EAST & 0.26'
<br /> SOUTH OF CA 1NTERSECTM. PER (A) CITY OF TRACY,
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> MARCH, 2+003
<br /> JOB NO. 02133 SHEET 3 OF 4
<br /> l 1
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