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<br /> macro. Soso
<br /> OT/�
<br /> Q�� T� ,{ SUBDIVISIONS OF S�W JOAOUIN COUNTY
<br /> ,.,DA/t1M WWI
<br /> "OOD
<br /> UNff
<br /> NO. 26
<br /> 2 �900 ,
<br /> s 56r V 1 �� '�`�s'rrw,�,%�r?J .... s89�7o BEING A
<br /> �'`�., �J 5If 355.96(MXR14XR12) N SUBDIVISION OF LOTS "A'; "B" "C" & 'ID"
<br /> s 7815 \ �,� 121.63' R12
<br /> a 5811 �?8- � lRl2)` 1 ��.��, _ � 60.81' $oe2' - � X OF EDGEW000, UNIT Nle.
<br /> 2 AS FILED IN
<br /> 9 sf90 . , ., (R12)• �` FD 1r2" IRON PIPE (Rtz) BOOK 34 OF MAPS & PLATS AT PAGE 39, S J.C.R.,
<br /> 10 . ` (RI,?) / -� ALSO BEING A PORTION OF THE SOUTH 1/2 OF SECTION 5,
<br /> J, N ti / T. 3 S., R. 5 E., M. D. B. do M.,
<br /> r2 s30o (R12> (� { , ��; 2 .�` ►/ /l ,
<br /> 13 6301043 CITY
<br /> 7178 `' �!?� �� Rr2 � A °� SAN JOAQUIN�CDUNN
<br /> 6425 �\ )` s (UNBU�cDABLE CALIFORNIA
<br /> x2184 (R12) .... , 2 �! '°��"° LOT}
<br /> (R1ThIOMPuC�N-�HYSELL ENGINEERS,•,�,?� F
<br /> !6
<br /> J6 >1 A D/K9QV OF 7HE KEITH COMPAA ES
<br /> M CUT "* IN '� �9l J''Il ?�'
<br /> GANCRETE 5's" ...... •.. ��
<br /> 1 `�/' �'�ir,, s 1l 1 4 d 1016 12th .STR ET
<br /> w.c. 012) _1. �'- \ w .. 6�� FD CUT ►,�„ IN LQ� oq F MODESTO, GAI.IFORN/A
<br /> 1/(J �<'6'��, ~ s/�� ��%W .CONCRETE 5'6" APP EBROO 01 U 3� JUNE, 2000
<br /> 06-
<br /> *,!Pep- i�,� ,s, COURT
<br /> (RIO)) o S0D'34 48 W
<br /> fD 3' `� (RIO). 31.75(�IXRi0XRi2)
<br /> WC 1260 �� 5892705.E 1S5.93(MXR10XR12)
<br /> ?!�'` .... • 8 J ~ �.. �9r'.li,�i fD CUT '4" rN 99.93(M)(R12)
<br /> (R f2) 28"N 28' �� 0
<br /> COrVIMW 5'6" � -� R 1 k�3r� SCALE 1"
<br /> ~ •
<br /> (RIO)
<br /> ry ~ �R12) _ W.C. (R12). �' „( Q)���\� ,
<br /> N I (Rr2j' 2r Rol 5892512 E
<br /> 3, W C 1 27 .... f02 98(MXR10)(R12)
<br /> RESTRICTED ACCESS ')
<br /> 6 /
<br /> 46 . ?� R7�, 11 l/ (R12) r �12�� ti �..._ ` • '� l J •(R?) I (R12%
<br /> 6,,pj. Grj. B j ti (1iX , E A'd6. VIC
<br /> {R12) k,, 4 1 v 65 55
<br /> sb ?J lit
<br /> (UNBUILDABLE (�/ 4, N �/' �"'�, � � � �-'' � / �u 15
<br /> /� hk `� (, (R12 • 2a 2$(Rj2, R!? R,? ''`•�k9 `g�'�� ;�I �'
<br /> Gt?T) /�$ Q �� V ( ) /�` _ 23 - �1�� _ N81 16 53�W�R) ocQ
<br /> 4. __.
<br /> Nil
<br /> (R10) •(R10) .�`' , lv ... 8 Q PF�R� N
<br /> ` _
<br /> +I i "�. `� $ (XPi?� ` i •`V r�5 EXISTING N8925'12"w $
<br /> ��ry N6879'S4 E bh'f /l /l Rt2) /`:\ R (R12) 14 10'P1E 5.0o)(R10)(R12) 41
<br /> "�' c '� 10 �"�\`J S37'iy'15 a' V (R12)
<br /> -fl�PIO�/:p��,� 28.28'(MXRIOXR12) (R10) (� (FUTURE LOSS) (R12)
<br /> ��o
<br /> �N2130,0s'w \ �aRAJ '� 1212 f3 y m
<br /> 28 28(M) (R10) • (R10) \ a_ ° (.� �,' i 1N`- ' sir `-*14410
<br /> � / (RIOXRI2)
<br /> 20 701
<br /> V
<br /> (R 10) �. ! p \ \• o"� r•i r`y'a �, T
<br /> (19 A :. 3 W.C. .
<br /> r✓�lor-op!? `-' (NP) tie oyP)
<br /> WME TABLE D r , 18 -" 5
<br /> R10
<br /> NO LENGTH CH. , �•.0 16
<br /> 1 41.60 41. N 1 12 41 E (MXR12) �7 r Y �f
<br /> 2 10,002 541.00 101.01 1 1. w (MXR12) " ~ RIRJCTFp A�'CE$S (R10)• N892S'12'W
<br /> t f 1 59 .0D 120.11 119. 1 N 72 1555 W (MXR12) 40 0T(AIXR10XR12 i
<br /> 2 2 .1 1. N6571,151, W (M)(R12) �' ) }.
<br /> f54 41 70. 188.99 1 60 N 49 58 6 E
<br /> 6 11 7 05 .00 10,14" 10.1 N 211,33,50" W (AlXR12)
<br /> - .
<br /> 06 7 .OD .95 7 5739 w (MXRr2) ._..._
<br /> 8 51015 597.00 40.13 40.12 N 25 39 W � _� .
<br /> N89025'12"W 170.00'(M)(R10)(R12) (R10)
<br /> 2 9 . N 022 W ��' {i� •
<br /> to 029 +�� 1 (RIO) -
<br /> � 700 � 23. W52'42" w t J 6
<br /> 1f 0161 9. 9; N364344Q' N � W12 5r49,58" � �� ��� 55,
<br /> �3 4959 m.4 3r4959" 70.W 45.00' �Z� N �,� ���,�
<br /> 1 44.0143.37' N 1938 W
<br /> 01 1 1 1 .55 17. N 46 01 W
<br /> 1 � 89. N 84-472J- W18
<br /> I
<br /> 04 24 r8 770.00 39.24 59.f N 79 154 W
<br /> to 4 N 4 f4 W NOTES: /
<br /> 20 4576.321 - 76.29 N 69"20#28" W
<br /> 1 OD 14.257, 14.21 N 14 W (M)(R12) I. ALL INSTANCES ARE WASURED UNLESS OTHERWISE NOTED.
<br /> 0 � 3� 1192,07"E (MXR12)
<br /> 23 055? 569.00 199.59 198.57 N 76 3302 W (MXR12) 2. SETA 5'6" WITNESS CORNER, ON LOT ZINE PROJECTION
<br /> 0S 50 00 7 39 W {MXR12) FOR LOT CORNERS FACING A RCKDWAY. (CUT CORNERS
<br /> 1 48 76.0875.84' N 15-39'30- (AIXR12) IN CONCRETE SIDEWALK.) I
<br /> 1 48 68.42 68 0 N 15 3930 (AfXR12) .
<br /> 7 24. 4.15 N 3 24 711
<br /> (MXR12) �3 SEE SHEET 2 FOR ADD/TIDNAL NOTES, REFERENCES,
<br /> 28 48.48 34100 36.01 36. N 68 24 30 W 0#12) 61451S OF BEAR/NGS AND LEGEND.
<br /> 1 137 36.8 N0'46'01 (M)(R12) 33
<br /> C\20720O\Unit26�26-FM3 adjusted.dw9 0313012001 14:18 D.D. SHEET NO. 69
<br /> SHEET 3 OF 3
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