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CURVE DATA
<br /> Lot Radius A Angle Arc Chord Chord Bearing
<br /> w
<br /> (151 1
<br /> aw
<br /> 2 11 if tJ C.)
<br /> -------------
<br /> 3 -4-1.3Z' �4C�Oo u.70•Zt'42W. /
<br /> M4F- Z-3 - 9a ca
<br /> 4 _j
<br /> 77
<br /> *C�at7w,
<br /> 6 ca
<br /> ----------- _--------
<br /> Lo-�—
<br /> _F4�3 -4-
<br /> 6 JJ.1370 )']5?-"W
<br /> 45e A. C> 6FP)
<br /> 6 0t7-31*c,6' )C>C>.C>Ci 4", ." ki a I z 1'e- 6�I J
<br /> 7 W.-W"*-5ae.
<br /> 8 W.Ta32'2�9-E. w �,I-67 lo C>-4�w.
<br /> W . w 4
<br /> w
<br /> —W--.—Iv--4-rCha W. ► 'A
<br /> N 0 1 ef
<br /> 12 4
<br /> 13 �- N Nf
<br /> 10 5aZ�;- C�Cr -5&1 37.=I' W Lh Lk in
<br /> 0 - -
<br /> 1
<br /> o I
<br /> 1 1 ZINO 410, 4eZd 14-7 -4Z.Z,4' -4-1.157 ?4-7S%-T-'52t7W. -- 4
<br /> a 0 IC
<br /> # 0 - 0 0 10
<br /> %
<br /> 12 N M KA w
<br /> ;L All I&, .1 ;9
<br /> 47 c>7e6-9,'2:A:* 6-9--r-r' 9".75, 1,j-ev-9pj4.:16W, w % . tz- � , N 1�, :��1 4 3. 1 N01 -1
<br /> ...... 400-C>C),—. W-:CIK� do? 0
<br /> L
<br /> z: 2
<br /> 4 Cw6Cw.;-_-W -5-4.0' &a' w.C>;e45;,I 11-= . e 47
<br /> 19'W. ea
<br /> 9
<br /> ------- N— -e.93.--- -- -- -V-- 0 5 F-4 f-"F- .0
<br /> w I V"W. 33 9 OL %y
<br /> Oj C>9-E- _��
<br /> 9
<br /> %K GROVE
<br /> W.6e4z I..), w ;.s.I a-? A, 10'
<br /> W: IL
<br /> 40�
<br /> * 7-SW4a:0d' 1c; 0.0
<br /> 1
<br /> t. ra, 51.711 W.7405�5*2aE-
<br /> .5 5' epo N"
<br /> 4,00 _-�o f�\ .. ` 03
<br /> zzo.-4 1, ZZ0.24: W. -r-:i'z v2ae . . % r- -z -- R. U.EE
<br /> I Z.C>-cx:>,
<br /> ♦
<br /> 0
<br /> of 00a
<br /> 0
<br /> I-A
<br /> 54.719p, 34-719 00- 19 to L -W, W,-4 C'9'"E. I
<br /> Z'W. W.B3756 55�e . 31 413 or- ey, .4
<br /> AW
<br /> w
<br /> fv 1440 4 7
<br /> I CWI C) 0 4%. 0
<br /> J-1 00-- 1' w -To- jp�q 'T 7
<br /> V4 z\ 7 6 V
<br /> 5 00 4 9a,74-
<br /> -j 8 -2-
<br /> 6
<br /> 4.54 W.02`-40%,SSE.
<br /> C>-5�W
<br /> co C>
<br /> -:5.1
<br /> C:,o
<br /> > b
<br /> IA; z M-4.7 19'
<br /> IJ EN 4- w
<br /> ' $4 "5"y�5off'3i a 00. -�%7 COC) C>C)
<br /> 0 N
<br /> 32
<br /> ----------
<br /> vr 19 -3% m
<br /> 33 0 Tw
<br /> -t,%- C,0.'5� �E 1. —
<br /> A,' '-, ti .1 w ROAD
<br /> L
<br /> LOT AREAS kc; ?4
<br /> 34
<br /> C>
<br /> 06
<br /> Lot Sq. Ft. Lot Sq. Ft. Lot Sq.Ft. 7Z a)
<br /> K `-.i z
<br /> 1 7555 8 7-fl-4 32 d6 9 6�40 e-
<br /> -- 070 P
<br /> 2 9 40-04 7 33 &5<>O V4-
<br /> ..........
<br /> 0
<br /> 4
<br /> 9
<br /> 3 CP Adl, --N<:) 10 1 'a34.1 34 4W000
<br /> A
<br /> 4 &T 1 3 47 3
<br /> 5 12
<br /> 6 7503 13 4.12,0
<br /> 7 46176 31 8642 H
<br /> CALIFORNIA COORDINATES
<br /> No. X - Coordinates Y Coordinates
<br /> H 1 7S3 , C> Z . -?6, IT
<br /> -Z5 8 . 1>3
<br /> 74
<br /> K 1 , 755 , 273. 79 S? 1>CE-rA i L-
<br /> L 757. Zo (:>98 - 49
<br /> m 1 T53, 549 . ZI 55EN . 97.9. C>cv o-r-em--5.
<br /> N 1 ?S5.5. r4o r 31 SSB , e 4%. P-5
<br /> This
<br /> 0 5:5 . 8Z.?. ZZ IS I-%r5 9a I ZC)
<br /> P I -r1%3, 8T8.96 559' , 230 . 2.7 ,w
<br /> -T-P-i I-f. KA o p- -F 4r--r--..
<br /> 225 C-:050
<br /> 4r- vv'i l l b¢ c=i I C:>' F"I r.-% a n c Pu L.1;c- LJ +'j I + e'.=1-M.C2--
<br /> rv-N cr-r--%4- =A 1 n r--N 43 -+ Fi cx I cz,+ -,F r-a,r,+,=L-3 m 5 s 51,o w r-N c>r-\ 4- 1--% t sTRACT NO. 2189
<br /> --e; I P. SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> �. C-FN ar-1=1 r-.c,
<br /> w14-F-,co L-A+ c.ci L-,-F..1 r-\� -s.cm.I cr-r- r-c:> c>r-N, OAK GROVE ESTATES
<br /> j c-Ac-4=r-%-A-- pr-c>p4:r-r-4-L- All 4-c�
<br /> UNIT NO. 2
<br /> BEING IN THE S. 1/2 OF
<br /> 3 SECTION 7, TM,13.6E., M.D.B.am.,
<br /> I --%+CA f-%C-Cr-'S STOCKTON, CALIFORNIA
<br /> A. R. SANGUINETTI a ASSOCIATES
<br /> 4 $-J - 14 +-.c> 13 CONSULTING CIVIL ENGINEERS
<br /> 7. Fea--,=Ar- L-c>+ vv*, -4-4-% 3/4� x 5651 N. PERSHING AVE., B- I
<br /> STOCKTON, CALIFORNIA
<br /> C4
<br /> C>r-N 4=3 SHEET 3 OF 3 SHEETS
<br /> 9-wo e,/. Z�
<br />
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