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<br /> _ _ Lor GvRVE DArA
<br /> ARROYA STREET SPRING DRIVE 10 r RAoiv5
<br /> AwGL 45 'qRC. CHORD C". eEAR/n/G
<br /> Fd. 3,14'1. Pioe i 20 90' 04°0/ 7" A32' 6.32' 5.0%SB'OZ"E.
<br /> 1-1 40 OZ ,6 3.62 3.62 S. O/ /1,04 W
<br /> 0.85'GJest ��� t�j 2/ 90' 080051//" /Z. 7D" /Z.09' S.06'22 4#'6i/.
<br /> of Line - 60' /6°/9'/3" /7.09' /7 3' S.O?°/5 4-3 W.
<br /> 22 60 450¢6'/4" a ,
<br /> � 47.93" 4i.6 5. 2e' 47 D1 E.
<br /> y, W e3 60' 4546 /5 47.93 46.6 ' N. 74°33'/5'" W.
<br /> W ��rrrr�Ilk 24 GO' 02°54'57 3.05' 3.05'' Al B/°0609 E.
<br /> A 89°4702"E. 96.63 �' �, O
<br /> .32 it!84°5020"E
<br /> 6.32 � 11, f�.ya
<br /> :J7
<br /> . .R=90 n 27 20 90°00'l/O3/.42" 28.28 ii/44°58DO W.9/. OD 29 ZD 90°00 DO 3/.42 28.28" Al. 5°DZ
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<br /> 20 I _�
<br /> 25'j 25 80.00 ' 7,3.D0 ' 73.00 ' B0.20 I 30' j
<br /> 30' I �O ZO 90 00 UD 3/.42 28 28 N.4Q 58 OD yt/
<br /> I p 33 20 ' 90 0000 3/.42
<br /> 28.28 S.45 OZ OD W
<br /> 3.62'
<br /> A487° �� Rt 90 .\ I ti O ( .� 0 3 a I N Al ¢9 58 00 tic%
<br /> 38 20" 90°00 00" 3/.42' 2f1.28 " ° "
<br /> O O o. q 60 ' ✓/D' 6' //�O/'
<br /> - _ _ 8 ( O , p� ti Q 4 40 98.76' S 44°58 DD E.
<br /> S. 81°Is'o 70 o ,°o \ �, 3 4
<br /> 0 0 � o
<br /> p W I © 90 ' /O 0Z3'Z0 /(32" 16-30' SOS
<br /> 96.1 /Z.70' Q ( I
<br /> R=90' 3 0 30 o a 31 °o °�' 32 0 33 ° „
<br /> ti ;p Q D I O ti 89 58 00 W. a
<br /> ti . O ( y 0 Z 9/.28' BAs/S OF 8EAR/A/GS- ,
<br /> p -79,3'�r'40,GY The Center /fine of Vine Avenve bears A189°5800Jv.
<br /> o /0 PI/15, I "i
<br /> _ / �, �T as per fi/ed Survey I/D/vme 27 at Page 39,
<br /> O 60.00' 73.00' 73.00 (00.20' R � Q lr San ✓oagvin County Records.
<br /> (R)N.84°06 Od. E % Q Al 89*58,001,14/ Z66.zo cq t� II 35
<br /> 30.00 1,58
<br /> 1 �c S. 89 '00" 36/. 20
<br /> 3pU o - E REED MANOR UN/T No. Z contains 6,237Ac�-es
<br /> V I within heavy /fines and Zl Jots.
<br /> a IAS STREET ° - y
<br /> �6 5 R.G0' ti 5.89 5B 00 E.
<br /> 3.0 ) 1, 9. 0 mils S.69°58'00�E. 2/ .02' o Z. Chiseled crosses to be set in sidewalk 5.00' on
<br /> E.
<br /> 3� � � 9,128 rot /fine extended on a// front Corners.
<br /> Af•� ^i10 I or 72.04' 73.03' 60.00' -Q sT
<br /> t 182' _ _ 3. %z dlczrn. rebar to be set at rear corners.
<br /> CALE I"=40' 4-. See Sheet Z o f 3 for rnonument;.5 found.
<br /> 22
<br /> 5. Cot R � 39 to be non-buildable rots.
<br /> c\ �� 5k H �� N N - y\, (o. Cot A to be dedicated to the City of Esca/on
<br /> 36 for vse as a storm water retention basin.
<br /> O
<br /> ti �° r� 0 1 �\► �► O `�► ►� p 7. 7'he existing City we// site Situated
<br /> o\Ah ti1� j •0�. °p oma• .o oI n I W ti a s per ,book 2Z, Maps P/a ts, Pg. SD, S✓.C.R, to
<br /> \ 0 p, I O I ° ,• be vti/ieed as a ,pond site, and not a
<br /> 23 ;� oa 24 g 25 � 26 27 ;� N.89 5800 w we// site, Said Ale//Sife6ein t ort;on
<br /> O 9/.28 O 0/' /oz! 4 as shoc✓rr or/ this in P. �
<br /> � O
<br /> 14.74' //0.00' 87.25' 7Z.04' 55.97' /7.06 6000
<br /> O I
<br /> 75.00" 75.00 ' �' 75.00' 75.00 ' � 97.06' %�
<br /> N.89°5B'00"W '
<br /> E
<br /> 3 50.00 37 M GEIVD
<br /> 3 � L
<br /> �.. N O O O Set 3/4"S. D. x 30 long a/v, iron ,ol,oe,
<br /> ' p O 2+8 I 'ti ti S.89°58 00"E. tagged ed L.5. 446/. 9 9
<br /> 4 O rn ^ `u 99
<br /> Q p �3 3 z '
<br /> � � � ,0 O .J 80.00 " ► � Se� /a"l.D. 30" /a/7y ya/� iron pipe,
<br /> O t a gyed L.S. 44 G/ in mon urne nt we//.
<br /> . � p � •�':j •j•
<br /> o�
<br /> 39 s 89 056;9,0 /D 'PU.E. DO //28 y R.C.E. 20208, vr�/ess otherwise noted.
<br /> Lu
<br /> Ir
<br /> 38
<br /> 29
<br /> /0 RUE
<br /> 'q •so
<br /> /U.89°58VOW.. 233.810' `o L
<br /> S 09,56 100 Ilk' o ;
<br /> -
<br /> \ // Al 89°58'00"GcJ 2. 3.2/ --� TRACT NO. 1566
<br /> VINE AVENUE SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> r
<br /> \ /o' W/DE STRIP TO 8E'DED1CRT69 U REED MANOR UNIT NO. 2
<br /> - - ro THE C/TY DF E5CAC.ov,
<br /> CONTAINS O.065ZRCRE6 BEING A PORTION OF SECTION 4 OF
<br /> Q T.2 S., R.9 E., M. D.B.8 M.
<br /> CITY OF ESCALON, CAL I FORN I A
<br /> JOHN E. TURNER LAND SURVEYOR
<br /> W MANTEC,A,CALIFQRNIA JUNE 1985
<br /> C SHEET 3 OF 3 SHEETS
<br />
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