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<br /> FD. 3/4" REBAR R.G.E. 8189 AT S.E. GOPHER OF
<br /> SPERRY RANCH, GNIT N0. 2 M.6P. 32-14
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<br /> 20.43' (TIE) F0GM7 U.S.G.6G.5. BRA55 0156
<br /> f*i 50343'43'W 4j�Q
<br /> � fD Moo BOX PER M6P 28-97 _ I STAMPED L833 IN S H IYINGIYALL
<br /> Y=2,188,833.49 1096.47_ _ - I 1947
<br /> S7Z50'17'iY 430.16' X=6,335,574.66 S7Z50'17'n - - - �; o OF BRIDGE OVER MON N .
<br /> 1 R.5. IAS. AAV
<br /> MON N0. 4 N-3
<br /> ,Mi 2847
<br /> 1022.26
<br /> / R.S. 33-20 All® R.S. 28-180
<br /> - � ULTIMATE R1GNT- -rYAY N7Z46'93'E / �o
<br /> / $ / . � -��, � �Y=2.192.406.60
<br /> m
<br /> X=6,336,873.32
<br /> FD " Box MARCH LANE
<br /> PER MIP 28-97
<br /> S7Z50'l7'iV `�°- N7250'17"E RESTRIGTID 392.56' PORTION OF MARCH LAIN DEDICATED BY THIS MAP X=2/89051.27 / 6" - Y=2.189,07/.76
<br /> I �v A66ESS N7s50'28'f l0 P.U.E. 6/084 Y=6,336,6/5.34 624 jl� X=6,336,655.10
<br /> 9.83 - 44,13 FOUND GITr OF STOCKTON BRASS DISC
<br /> - 43.97' LZ5 50.07'- 50.07 S0.07T �.T91 MON N0. 4 N-2 R.S. 33-20 AND RS. 28-180
<br /> 52.57 50.07 50.IS 95 65
<br /> 2�A02� ^18 - -16172' 60.99' S1.00' so.00' 50932 433 939 935 936 938 939 /56.16'
<br /> 928 ti 929 930 43/ 5,260 SF ;, 5973 SF ?5,759 sF 5,997 SF 6,234 SF 437 490
<br /> I -- `-' y d 188 SF 6,066 SF 5 738 SF /
<br /> 6,540 SF m 509/ w 050/6 ,�o X5239 SFo o i ;' ? w 11,896 SF
<br /> -� �, 6 630 SF y y 7 722 SF
<br /> o ` P o �v +a ti to �, o ti d o o ti 1
<br /> w 9,34/ SF N 3p �,; ,,,• Rq ,,,' ��, �• - Z° `�- v; w `1 w .�_ w w w w �'O �.�� �' \9 05 / O
<br /> v, Cp. 9- \� hAti R' '^ - n; . Ri R' l0' PGE oA Z
<br /> N p X58 5 S 39 07, 5 9
<br /> C- -r w 83'7.2 .911
<br /> l' 6 3511 L22 662 -__
<br /> z Na2�2, p �0 9Z./9' 9=90' - 9 N 50 59' 1--10 PIE S - - , - 3315' L�C73 �' \2 /z 493 / �
<br /> 39.Og 50.58 /
<br /> /O ��' R-Z75 /'19D 175.58 67 50.00
<br /> D qe� nn250'l7'f 207.28' _ o R HILL N
<br /> Z-- Z "t 926 ° 2 �' °3 8%/9'07"E 57Z50'17'IY 131.54 R=9Q' x1.82
<br /> I n P KIMBALL O , Q 17559' R=601 (2)"01- CIRCLE , / b
<br /> o - - 5,66 7 SF '� " R ° ° S7Z50'17"lY 236.0? © a,
<br /> _ =� 665 # l9 7' 9 o N71'Z2 33 E R
<br /> o `D 35.00 _50.00 51.00 0.33 /75:58' �+
<br /> #77 99'50"E r p/- 33 50_33 67/R=27 1 57250 /7 N 10. 5' !15.70
<br /> X m' 91.9/' �ti l0' PGE L Z_7 _ 9 70 5.82_ 50.00 _ 75.03 �� I 444 /OO'
<br /> v, 425 m w ( _=' =,i ,y v, .�`\ / �� '� 6,389 sF l
<br /> > °' 5103 5F 0 30
<br /> ���
<br /> g 497 w 998 w 999 a w / A� °� �o96r)�
<br /> 5797Ql� .93 'N - �I� -I 5,278 SF r',75,002 SF ^ 5,099 SF 6,099 SF 'T' 5,107 5F T' 500 d w 50/ w o d v`O° 505 p�, `�► '�. qs l
<br /> 5,107 5F T w w O '�
<br /> 5,104 SF T 502 503 w 504 w 8.22/ SF �+
<br /> I QZQ �o cU) N7,745'S4,'E 175.64' L55 3 N8/•l4'07" "' 6,399 SF `^5590 SF `�' /�w w O O 5,6/9 SF
<br /> o 8.88 176.69' 5,536 SF n,• ,y `1-
<br /> 0 5,963 co -,r 4.96 5 50.33 13.l3 _ g6•q
<br /> o > 0 100.00 52.00 95.85 6219 S .33'5 37.15' 56.99' #7909 331E 228.75' l �• `� � 9/qh, l� ��
<br /> I 569 v, 3./2 /5.58'36.46 60.38' 50.31'
<br /> r ^�vv,, 69.70
<br /> ° 572'50'17"H 5550 5F o 5/3 m: = 5/1 58.5/ 694 e99 �'/ 446
<br /> ti 100.00 = o - 6,065 SF �o �v o �' Sl0 509 / 5,564 SF l
<br /> 7,297 SF .., 4 w 6,358 5F "' `V 508 Q! S o
<br /> $ a, - r I N72'45'54"E �o o w 5,485 SF ?5226 5F
<br /> - 923 I o '� `� o ti 6,399 sF i 507 Vj
<br /> 0 6,000 SF 100.00 w m �l o ,w e`� 51506 / r ?so a�S. LE I"�'
<br /> I.N. 88049046 ��' ' v, 0 563 l� , 1 . �l ``' ti o 555 SF
<br /> $ �"`O `�s . \ X26 T cr,o o w o ti,6/3 SF / �, 44]
<br /> R.S. 25-•194 42 I 42' - S7Z50'17'!Y o�v 5,050 SF o �� G90 cg �A°� �' �°�• ` '�� ��, \� �'\, �°� N86. 5625 SF
<br /> If
<br /> 100.00 `\' ` " a �' C l0 PGE 5\ O Al
<br /> 67245 59/Y ,-- ,
<br /> 494 100.00 0°' �, L34 53 00 52.00 33 6�
<br /> g 5,200 5F e S - rr*1 I 562 ,°��� GREENAN " N7T275bE 1es48 9 Gee = Seo , °��, 998 /
<br /> Ql) 7 , 7'� I 30 6,089 SF N7Z95 54 E N /p #TT27 56 E 187.00 o ,Q _ 03' �-34 `sa6 5,625 Sf
<br /> Y=2,188,367.54 r .'15IOO.00 30 _I _ 45.63 N7145 57 E R C 7486 � 93'93h(N� 5
<br /> 493 6,o78 SF /6 673'13'51'W \� COURT U RT #7T27'S6'f l ` ce5 � = so�,q� , ° 6,6� , . l o w /001
<br /> 5EE 5N EE7 NO-3 FOR NOTE
<br /> X=6,335,7/9.21 w o O L35 62.92 9/.93 683 SK/ '�' ) 999 �
<br /> Aor 100.00 $S sb,- - - e 3a E ) / /
<br /> w ��" o ss�. co H l0' PGE -_9 O op, o O 5,625 5F �.
<br /> D = 1239!0 Q32 06, �9 56/ ti w �,�� \ C87 sem. ti ,
<br /> R = 1000.06 FQ I �• 5,334 SF -, N ,� J w o /6
<br /> L = ??0.65' x74'26'!5"f F� 5/9 � F w 5/ I " �RJ N % V�
<br /> CN V/0'S9'3/'1v 00.00 I J , l 7,309 5F y `w° ti �. 6,178 5F ti 5 5 8 ° 5/9 l
<br /> 220.40' `-° 49C 5,139 5F N7Z45 54 E Q) �� 5/5 o c„o� s 6,89, SF ' � g 450
<br /> 1 2�, 101.24 m 5,800 5F m 5/6 T' B6/61 , � � l 6,750 5F
<br /> A'q0 LTi , so. ti �„�„ T• 5,127 SF its )F l p
<br /> A = 10'05'05' �,t 1 q�,I no I �yQ <<"o o a: L54 ) l l
<br /> R = 1092.06' N 1 x77 3'36' F�Q `O vim, I .�` 5� N, " 'T' 5 -676'26 VIN 120.94'
<br /> L = 183.4!' 100.00 �o ,,oto 6,439 SF N68'59'1 Q E 26�,�OZ' 42 94 58.2489 50.lZ -�• 6,607 SF
<br /> L�IZI1'33'N n 49/ 5452 5F " �� � 18 54.07 6220 /
<br /> 183.18' d "E�a� �`, , x68159 10 E 105.37' 5e.18 51.89 '/ �j/ / TRACT N0. 2661
<br /> '19 ti `' 51.16 523 `sad' �) ' 0 6,750 5F S' SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 06 0• ti ti�► 54.21 y 529 522 /6 /
<br /> f+� os%SFS 5,430 Sc-X5,380 SF w 5,03/ SF /C9sK E '0 S86� , C�
<br /> 558 y 559 52905Fan � 5g ga �m �vR l //2s�)E / SPERRY RANCH , UNIT N0. 4
<br /> A = 0500'56' n 99p 500 00 30' 30 5,629 5F --5.301 SF v, `"o 9 5Zl °� 952 0
<br /> R = 1092.06' �° .�R) ,B6), o $a' 1 $ `O^' m' ^' ��36 6,006 5F �'' ,lw 4,
<br /> L = 9/.22' Z58159 6Zp)� I I .�� d o `� o _ 10' Ptd - q -/ / 78�' � �' BEING A PORTION OF SECTION 28 Sc 29 OF THE C.M. WEBER GRANT,
<br /> C-1=509'38'33"E /o� p �E,� q $ �'� �,,� ' , 10' p[, _ __- ;- 3:07' 33-! G9 3� - -' � CITY OF STOCitTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 91.19 - - 1_/��\ �, \ 1a _ i 1 071` If
<br /> 54. 5 / 0� M00 9909"/y(R - - g)
<br /> 52. 7 52 283. �i a --�P-2p'c,28_ - s�6,
<br /> 36 ,P_ -� 74 34 E EXISTIAC 10 PIE = 6/ •
<br /> seszs'o4•JYR L 0N4�T24Zg"x(964 G37' I.N. 88049048 _ -- - ` sa6�o' )• ,� / /�2So )F SIEGFRIED ENGINEERING Inc. CES
<br /> a, J . 684'43 23 IY R=975 G39 _ _ DRA IMAGE EADPE o // '�'S3 •7
<br /> o Nll3935 iY(R - x68.55 34T 283 5Y 'A /2/.S /
<br /> ©j = 1000 00' - - _
<br /> - NE _ se6. l�' SEf CERTIFICATE STOCKTON, CALIFORNIA MAY, 1996
<br /> TENNALINBE �' - - 532 l //2So OF MEDICATION OF SHEET NO. 4 OF 5 SHE.
<br /> NBTS,SSER - - - - 531 g/ coT 452, MEET No. 1.
<br /> -- -- 5 528 529 530 959
<br /> 556 27
<br /> SEE SHEET
<br /> / # 95370 �
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