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<br /> TRACT N0. 5504
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<br /> SUED/VISIONS OF SAN JOAQUIN COUNTY
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<br /> FOUND 1" REBAR (IRON PIN), NO TAG, 50'f �>> �} BEING A SUBDIVISION OF A PORTION OF LOT 19 OF
<br /> SOUTHEAST OF ANGLE POINT IN CHAIN LINK KENNEDY TRACT, AS FILED /N BOOK 10 OF
<br /> FENCE A T SOUTHEAST CORNER OF RANCHO I\ �� MAPS AND PLA TS AT PAGE 58, SAN JOAQUIN
<br /> DEL SOL SUBDIVISION COUNTY RECORDS, AND THE 9.246 ACRE TRACT
<br /> CITY L1M/T LINE (Rl)(R4) 0� AS SHOWN ON THE MAP BLED IN BOOK 7 OF SURVEYS,
<br /> OLD OAK ESTA 7ES
<br /> AT PAGE 179, SAN JOAQUIN COUNTY RECORDS,
<br /> D z ` CITY LIMIT LINE.: �N COUNTY N _ " LYING IN SECTION 35 OF THE C.M. WEBER GRANT,
<br /> 7,(g4) N JOAQU OCK�ON SCALE 1 60 CITY OF STOCKTON,
<br /> o
<br /> '310
<br /> X.- 1146.87( SA i pF ST SAN JOAQUIN COUNTY, CALIFORNIA
<br /> n
<br /> ��Z 38 1147'11122.11'(M) THOMI DSON-HYSELL EAGNEERS
<br /> ,216°317 .g7 • 9'32'�E 2" E lop•°°31.63' ? ` 5 A L7�IVDIV OF THE KEITH COMPANIES
<br /> o N 43567 N72 3 39 3 '(M) o. 8 N
<br /> o z E-63 N 12101Di: .. w - ---
<br /> z , 2 E o..25 25 �\ 43' 1016 12th STREET MOOESTO, CALIFORNIA
<br /> 7203932
<br /> 39 3 ` �\ '26E APRIL, 2005
<br /> : N ' '-�� _ N72 49 pp, o Jed
<br /> 133•`�'" \o \ \ 100. o
<br /> FOUND 1" IRON PIN
<br /> i 0
<br /> NO TAG (R4) 44
<br /> 1 p pUE-` 42 E
<br /> ,26 3
<br /> z " E z N72*49 ' (J% C�1
<br /> 26 00 w
<br /> N N 2-49'133''S' �� z r^ 3 45 0 -,►
<br /> z N CENTERLINE GRID
<br /> o 41 ���,� � c � SEE SHEET 2 FOR NOTES, LEGEND, •
<br /> o\ '�` 72.49'26,E 2148 W REFERENCES AND BASIS OF BEARINGS
<br /> rr �"i ��rr •4826 cn
<br /> N72*
<br /> 00.00 0 °'�`'� N 2159909.091
<br /> jVl0RRJS0jV G4RD_FjV ,
<br /> r r r\- \ m o N 72 87 `�► g \ 1 0 �� / 1 E 6343404.056
<br /> ��1 7J'0J 1 BASIN w 132. 40 \o N 46
<br /> F ,� ` rn �\ •E ��� n2 �
<br /> = N 2159922.423
<br /> 1.1\1. !1 J 12 x'70 S�NGc�'�N4� NtA � rn ` - 72.49'26, N 5 0
<br /> E 6343399.918
<br /> OVA�.56 699 �8 \� N 10p•°°� 47 N 2159964.156
<br /> " � a° � .........� 5 14 13 56• \ 1'r'i w p11✓ w �: / ..
<br /> FOUND 1 IRON PIN •,. ►
<br /> N:� P SQ• � � � i SEE N 2 10 PUE V E 6343534.379
<br /> (NO TAG)(R9) 70 0 NEE,
<br /> �\ S 59 C46 C47 _ N 2160078.979
<br /> ,.t :o Q
<br /> EMI NCAJ J DE-1 S JLN72'48'41 E j -- �y1 5� \ 25 �,\ 6$•2 0A/ R C41 4 IE 6343807.337
<br /> J1��1 r ���J, I 3SFN M R5 �.r g .,� °�� 5 _ N 2160195.649
<br /> s... 2 z� \
<br /> *, 8 N .39 \ �2 / E 6343990.666
<br /> M.& P. 39- 14 ...t° 21 $ Z�� �� \ C50 2�
<br /> 8'(R5) °� 4.62 . \N � 2.4k 1 8
<br /> 33 5p.0 z� c, cr3�� N2 A�2� / 2
<br /> 337.75(M R9 .0o z�� o s��37 .� r C60 •> "I / e-�, •�, •
<br /> \ ,53# E 283.16 , 5p ,�� `� ° 19 CURVE DATA TABLE.
<br /> GO, j
<br /> \ N 2-4450•p0 �� �� 36 °u',�g� C61 °233 C52 '�' 2 -� J
<br /> _ 35 'v, c.;�` r N2�' C43 E `'o, = ` . 54.49 _ CURVE DEL TA RADIUS LENGTH CHORD CH.BEARING
<br /> �' U ''' C41 8'10'18" 1525.00' 217.50' 217.32' N57'31'39"E
<br /> %\ � f 51.00 z rn ,? `s' �� v` C59 10P oay20 -J / " "
<br /> 0 9.42 z o s 34 0 Ab `� r C53 , 54.14 „ 137'62 C42 111'18 38 1525.00 296.61 296.15 N677107 E
<br /> 44.59 4 33 °' ` '' C66 �� �N �'� .9g •47'03 E -'/ C43 1978'56" 1525.00' 514.11' 511.68' N63'05'58"E
<br /> \ 3' S' z o , �, C63 C42 / `p3 28 N10 " , , , , "
<br /> \ 50.5 51. 31 2� o . o - }� i Q0 C54 �, 2' ,�� ,l J C46 3 4156 1500.00 96.84 96.82 N58 21 15 E
<br /> (M)(R 5 g) t �,a� A\�32 0,�� -C64 �, �� �j0• j 1 ! , M}(R5) C47 6'45'43" 1500.00' 177.03' 176.93' N56'49'21"E
<br /> M)(R ' `o E C65 C55 i `�'• �'• J, 0.20( C50 1'4929" 1550.00' 49.36' 49.36' N56'S8'02"E
<br /> 567'05( z ? AW �NoIf. �,` 1°PU 34.41 -� z �� 22 ?•� h °��°'y1�' 'f •41"E 16 C51 2�D'26" 1550.00' 54.30' 54.30' N58'S2'S9"E
<br /> 4►53 E � �� o A �� �,--, --� ' 6' v, �' � `r o 6 6 '1� G •56
<br /> 12 4 N l� --50,00 102,y - C56 w 'a, .�� N69 C52 1'4929" 1550.00' 49.37' 49.36' N60'4757"E
<br /> N N�_ h j C68 1 35 •45'26 E p' ' ° �, N °'cr 23 / ��` / C53 1'49'29" 1550.00' 49.3T 49.36' N62'3T26"E
<br /> , N12 LOT ARE4 TA
<br /> 14p.8 3 C57 •o �, 9 / C54 1'50'54" 1550.00' 50.00' 50.00' N64'2737"E
<br /> " C67 c^'r 6"E 6"E .. ,,,. ',pUE•' N. ?� 9 �9 �
<br /> 1 2 45 2, C58 10 • 6• '`L� LOT SF " , "
<br /> FD. 3/4 IRON PIPE, 72.45 �, N72 5 _ 24 9p �1 C55 l 50 53 1550.00 50.00 50.00 N6678 31 E
<br /> (NO TAG) (R9) '� sY� 2 N v` 66'8 0' 00' to o .10.x'! 3' 3 hQ•� 1��*F. 19 5141 C56 1'50'54" 1550.00' 50.00' 50.00' N68'09'24"E
<br /> 00
<br /> 0 2• _ 4 '� 20 5136
<br /> \ ."��:: 5' S0' �, `''= 43' 133 �E �`' C57 1'50'54" 1550.00' 50.00' 50.00' N70�0'18"E
<br /> co , Dco C75 14.8 z '1' , 6 •1� 21 5320
<br /> N
<br /> C74''' o` 2�2g,�6 � N69�� q 1`Z��� 22 5922 C58 1'4941» 1550.00 49.45 49.45 N71'S0 X36»E
<br /> °0 06��,,, Z o �I.5,52 23 5859 C59 19 7856 1550.00 522.54 520.07 N63 05 58 E
<br /> o '� /'' T 24 6271 C60 1'53'16" 1500.00' 49.42' 49.42' N63'3259"E
<br /> �5aN54 30 58 26 .� cs, �� 5� �,,� A0, _
<br /> �\, z rn tO `'' Op ,---'' 25 8397 C61 1'5532" 1500.00' 50.41' 50.41' N65'2723"E
<br /> v, `. z 27 � 2• 0 26 9998
<br /> .p, C72 cp� �, Opo 66.0, 1 E C62 1'55'06" 1500.00' 50.22' 50.22' N67'22'42"E
<br /> 2� C71� -� /G� `�-� z 28 � � � �' � ``�•b� 72'48 4 27 10284 , " , , "
<br /> N �• ,9, _, .�, cr °� •h 1 N (R5) 28 9166 C63 154 49 1500.00 50.10 50.09 N6977 39 E
<br /> ro �� �, "� ��,, �• 29 8375 C64 1'54'38" 1500.00' 50.02' 50.02' N7172'23"E
<br /> '� �� 30 w 30 9883
<br /> _.,,,\ o. C65 0'3544" 1500.00' 15.59' 15.59' N72'27'34"E
<br /> RIGHT-OF-WA Y AGREEMENT ......••_:==== ""
<br /> s
<br /> 29 �' 0h� ��/ �O 31 5856 C66 10'09'05" 1500.00' 265.76' 265.42' N67'40'54"E
<br /> 2 s, �? x A3 O,1 / D�' 32 5300 " , , "
<br /> FOR DUCK CREEK �. 154--- �(/ C67 23 52 07 47.00 19.58 19.44 N84 4130 E
<br /> D1;p� ,�`� 33 5304
<br /> 0.R. J277-427, S J.C.R. �?,�a, Rte, v. h 6 34 5304 C68 1776'53" 47.00' 14.18' 14.12' S87'59'06"W
<br /> 91, �"E/�� ,�'� 35 5274 C69 6427"J5" 47.00' 52.88' 50.13' S47'0652"W
<br /> �` ti 36 5165 " , "
<br /> JN C70 50 22 07 47.00 41.32 40.00 N1077 58 W
<br /> 0 &11.68 57.82 �y60 �h 37 5075 C71 123'3746" 47.00' 101.42' 82.85' S82'42'04"E
<br /> �g4 21.py 32.61' 38'9 102.7
<br /> 38 5395 C72 255'44'21" 47.00' 209.78' 74.20' N3174'38"W
<br /> SOUTHERLY LIMITS OF B/KEPATH/PEDESTRIAN EASEMENT � �,��yj9.42,0� 29 78.00 57 E __- O 39 6173 C73 32821" 47.00' 2.85' 2.85' S22'37'23"W
<br /> 26 " N _ f� 40 9036
<br /> AND LANDSCAPE AND MAINTENANCE EASEMENT tisSB>• '-- " "
<br /> �'p. �� N89 04 05 E ___-- , 41 6717 C74 48 23 53 47.00 39.70 38.53 S48 33 30 W
<br /> SEE SHEET 2 FOR DIMENSIONS ��.J �9 8516 q 1''E 42 8044 1 C75 51-52'14"1 47.00"1 42.55"1 41.11' N46'49'19"E
<br /> 43 5009
<br /> N83'SQ'19"W 152.3Q',y ,..... 0.0v kli R5) � SAN JOAQUIN COUNTY 44 5000
<br /> )(R5) N83'48'41 E 45 5000
<br /> ............•CITY LIMIT LINE 46 5000
<br /> CITY OF STOCKTON 47 559J SHEET 4 OF 4
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