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S89'35'05"E1886.35' X=1,766,059.19 X=1,766,658.49
<br /> z _ -' - - - - - - Y=520,483.76 Y=520,479.41
<br /> � X=1,764.773.31 S89'35 05 E 1286.00' _
<br /> F--520.493.08 g w • 600.35'
<br /> EI GH TH STREET Io FD 2 1/2" DISC O
<br /> Q oN g IN MON. WELL 5S-24 >-
<br /> 'W 11 50.00' 2' RIGHT-OF-WAY DEDICATION Z 1 I a 3
<br /> 50.00' /50.0o' 50.00' I 50.00' 50.00' •50.00' 50.00' 50.00' '50.00' 50.00' 50.00' 54.00' _ 87.71' 41.46'
<br /> I I �10' P.U.E.- - - -- - - - - - - - -- - - - - - -- - - 5,179 S.F.- - - - - -
<br /> 5,000 S.F. 5,000 S.F. 5,000 S.F. Iw 5,156 S.F. �„�
<br /> I I 5.000 S.F. 5,000 S.F. 5.000 S.F. 5.000 S.F. 5.000 S.F. 5.000 S.F. 5,000 S.F. 5,000 S.F. 3 .ry^ ^�O l 36.00'
<br /> w w w w 216 1 -7 �•
<br /> ri i i i' in in in I il) in , w w w w w w :v 2 ( / ry/ �o I
<br /> IN g 205 g 206 g 207 ,8 in in 0 g 208 ,in g 209 p 8 210 p 8 211 8 212 L $ 213 0 214 0 215 Y 0 In � �` - Z 7,x75 S.F. I
<br /> 0 g g g N $ N0 r 0 Na 4`� No �� CIV
<br /> z z z z z z z z z z z Z L=9.19 ;� C69 218 I
<br /> j �'PU.E. 68
<br /> �10�P-U-E. - - - - S_ s7 / L=4203, c70 S6Ahr
<br /> ,5
<br /> - - - -- -- �-- - - - - - - - - - - - - - - - - - - - - - - - C7
<br /> 50.00' 50.00' 50.00' I 1 50.00' 50.00' 50.00' « 50.00' _ 50.00' 50.00' 50.00'_ 50.00' - 4.65' L--2)A. �. �� " I „ „
<br /> ~� g =1,765,287.05 X=1,765,537.03 N69 35 05 W 842.97 �5�. � 0 '3Y �' I 0o I�% OD
<br /> =520.322.36 Y=520,320.55 Q UA k" �� I �� �. ca k= o ' J�,�iS� c� N�2 I
<br /> _ _ - N89'35'05"W _ _ 966.00' - - _ - - I 0
<br /> 0
<br /> 358.00 $ 250.00' 8 g �� �' � I C7 219 I ;�, `' z
<br /> -1,764,929.08 358.00' $ �, 6,367 S.F. I �
<br /> • =520.324.96 •'� " i3 y `� ry o, vi
<br /> S89 35 OSE 174.00 : •� « a• -� S I N
<br /> 0 `? S89 35 OSE 258.49' N p ��°� ��O '� �i��p 3g• 8 I w
<br /> I '' 87.00 87.00 e`�b I ' ' ,` ,�• s «
<br /> z y►�, ,- - - - - -- - - - --� - - - - -------� �, ,`� 42.00 _ 50_00 - - -50.00__ - 50.00'- - _ 50_00' - 6.49 -,34„ Do �i ��o �y / �FfR� r I w w
<br /> 25.00' 25-DO' ( ? _ \ - y • 7,2 SSs = I in
<br /> I 10 P.U.E. l 25.00 25.00 ( 10' P.U. + �y '►°c b¢ 3 :n =
<br /> w �-- of
<br /> 160 g 159 I S I C� Lg39.92 �,���,�� o f
<br /> N 5.416 S.F. cri I "� I c7 • _ -- .r $ A
<br /> w i�w 5.416 S.F. co 3 3 3
<br /> �w 04 ♦) I N I � • "' • In . In � , L=5.92' ) C73 �� I O Z Z
<br /> Vr^) $�'� I S89'35'05"E S8935'05"E I `►� ( d o I 227 '� p$p 226 g 225 `� 0 224 0 g 223 � o „��� 3 's��� `{j I y I 0
<br /> V! I N co , , O 0 1 N O SV O N S :V O N O L,1/` o N t,. t3`.
<br /> f'-' 100,00 100.00 O
<br /> • r� r� O t� f� 0 '- O �^ o .- Q
<br /> Z u w I N I w I N N N 222 N SOY `�� 220 I w
<br /> 0 w g i o • I • in I 5,416 S.F. 5,000 S.F. $ ►�' s%�6'• 7,256 S.F. I 'a) : w
<br /> 161 N $ 1 58 I $ 'n I 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,123 S.F. N 221 F lo z
<br /> 3 co o '► Z 5,403 S.F. ori
<br /> Q 8�--;n cn I 5.000 S.F. 'n 5,000 S.F. I $ N I I `n w z
<br /> z Z;n I I $ 0 S89'35'05"E 460.00 I > �--•
<br /> w '� « 3 z �" 5.00' 50.00' 50.0 ' 50.00' 50.00' 53.00' 97.00' I
<br /> 0 4`+ 589 35 05 E S89'35 05 E 3 Q z
<br /> g 100.00' 100.00' I -�� I •u�i 15 416 S.F. 5S.F. 47.00' 50.00' 55.00' I 0
<br /> �z 1 \ w ' W No ,000 S5.000 S.F. 5,000 S.F. 5,000 S.F. I U
<br /> 16 2 8 157 I $ N 1u $ I 5,000 S.F. 5,000 S.F. 5,000 S.F. 5.437 S.F. I
<br /> u o I o 5.000 S.F. �, ' 5,000 S.F. I J N I 228 3 229 3 230 3 3 I
<br /> 231 3 3 3 3 z
<br /> S89'35'OS"E S S69'35'OS"E I o Ib '•r o$' '�� 8 `n $ $ 232 g 233 �, g 234 g 235 In -8 236 I N w I
<br /> Q100.00' I - � I No N8 � o Ng INo s`� o 09 No I w ,
<br /> 100.Qo J
<br /> X1,765,285.56 't Ii - cJ X1,765,535.52 $ $ $ $ o $ '
<br /> Y-520.115.97 0 col I a X520.112.21 N N cn cn N V) cn $ I -'
<br /> X=1.765,285.86 25.00 ;� N C4 163 N 156 c>� I co o � L-3.74' I �--
<br /> Y-520.091.21 In N �I 5 016 S.F. �i 5,023 S.F. r • 25.00 5.00 - - - - �- -- -
<br /> Ct0 N89-59'51" (R
<br /> ri C8 pp' . R, - - - - - - - - - - - - -- - -- 1-10 P.U.E. .3 36.00
<br /> C'4 ID t0 N �p 00 - - - - --- ..--- - -
<br /> » I A N o2 �a��• 41 99 50.00' 50.00' 50.00' T50.00' 50.00' 50.00' 50.00' 45.20' ,\h'�•.�'
<br /> cc � I S89 35 05 E S89 35 OSE w q �T���
<br /> ALTA SIERRA I 99.54' w 100.42' ( f 8 S89'35'o5"E 437.10'
<br /> STREET �a 1 2Q.79 D �`�'L o c�E.EY. ��IV E. $ X=1.766,056.17
<br /> .r - 1 5,008 S.F. 5,030 S.F. 2 t -520,066.80
<br /> ,� I• -X=1 765 535.77_ _ S89'35 OSE (R) _ _ 784.20 c�
<br /> �. S89'35'05"E 245.21' N ul) I N I N -520,091. 254.7fl' -"' --
<br /> d ~ X-1.765.286.45 .r w 1 164 N 155 1J\\_�
<br /> -1.765,536.43
<br /> 8 = X=1,765,791.19 265.00' ,
<br /> 7 ,� oto (� g =520,068.72 $ X=1,766,055.36 C11 8• 264.41
<br /> 10 Y-520,072.38 0 I V) I -520,070.57 a X=1,766 320.56 W
<br /> ri c� Y=520,041.84 + Q UJ
<br /> < � 3 og S89'35'05"E N89'35'05"W ( w z In w Y-520.064.88 C Y
<br /> Q 25.00 5 99.98' 99.98' - - - - - - - - - - - -- - - - - - - ---� - - - - - - - - - - - --- - - - J a L
<br /> I
<br /> X 1,765,041.26 r / .. r. _ - N
<br /> a N �r� -� i 3 I is �' � .: :: � O iiii Z r N f
<br /> -520,074.15 •- r� :r o v'
<br /> 25.00' s CONTINUED ON SHEET N0. IO w o Z Y-519,866.85 4
<br /> 1,765.290.11 25.00 Z z j LEND: V 2 x=1,765,788.63 Fw TRACT N0. 2368
<br /> Y-519,965.74 " » IRON -519,715.75 Z W
<br /> CURVE RADIUS LENGTH CHORD CH. BEARING DELTA � � -�- /RON P PE 0 �- SET ALL REAR LOT CORNERS 00
<br /> TAGGED L.S. 5340, AT OLIN SUBDIVISAN JOAQUIN OSIONS OF
<br /> UNTY, CALIFORNIA
<br /> C2 637.54 24.76 24.76 S 00'41 51 E 02'13 31 TAGGED L.6.
<br /> NOTES: C4 612.54 23.79 23.79 S 00'41 51 E 02-13'31 X=1,765,540.08 53x0 /N -� FOUND MONUMENTS AS NOTED. GOLF COURSE TERRACE
<br /> 1. ALL TRUE GROUNDSD STANCESRE C9 562.50 21.85 21.85 S 00'41 51 w E 02'13 31 -519,954.93 MONUMENTBOX SET 3/4" x 30" IRON PIPE TAGGED L.S. 5340. UNIT 140. 1
<br /> UNLESS OTHERWISE NOTED. C10 512.50 3.74 3.74 S 00'12 23 W 00-25'04w -,.t�- 75"0/g1WTER BR455 Dl51c,5, 5T4MPE0 "C/TY Of 5710CKTON BUR(/EY BEING A PORTION OF SECTIONS 21 & 22 OF
<br /> MULTIPLY TRUE GROUND DIS- C11 500.00 24.98 24.197 N 01650 47 E 02'51 44 MONUMENT-RCE /4?69*,41VO 11401V A10 SET/N CONC. IAIIWON. BOX. TOWNSHIP 1 NORTH RANGE 6 EAST, M.D.H. & M.
<br /> TANCES BY A FACTOR OF C67 50.00 34.35 33.68 N 70'4410 E 39"21'30" (M) MEASURED DISTANCE. ALL DISTANCES MEASURED CITY OF STOCKTON, SAN JOAQUIN COUNTY. CALIFORNIA
<br /> 0.999934 UNLESS NOTED C68 47.00 9.19 9.18 S 56'39 S2 W 11'112'53' UNLESS OTHERWISE NOTED.
<br /> OTHERWISE. c69 47.00 42.03 40.65 S 87'53 30 w 5114 23 NOVEMBER, 1989
<br /> C70 47.00 3fl.82 38.64 N 42'12 SO W 48'32 57 (R) RADIAL.
<br /> 2. SET 5'-6' WITNESS CORNER C71 47.00 30.59 30.05 N 00'42 20 E 37017 23 O.R. OFFICIAL RECORDS. BOOK & PAGE, S.J.C.R. NOLTE and ASSOCIATES
<br /> ON LOT UNE PROJECTION C72 47.00 44.74 43.0 N 46'37 06 E 54'32 O9 Fu�iueer�/Plan /gtu vapors
<br /> FOR LOT CORNERS FRONTING C73 47.00 39.92 38.73 S 81'46 SS E 48039'50w nerao
<br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS. 123 N. SYCAMORE nery AVENUE
<br /> ON ROADWAYS. (CHISELED C74 47.00 5.92 5.92 S 53'501 E 07013-24wP.U.E. PUBLIC UTILITY EASEMENT.
<br /> + IN CONCRETE) UNLESS C75 47.00 212.23 __7-_2-_.6-8-y_ N 00-24'5 E 258042'590SCALL t«-4WMANTECA. CALIFORNIA 95336
<br /> NOTED OTHERWISE. C76 50.00 34.35 33.68 N 69'54,20', W 39'21,30= RESTRICTED ACCESS TELEPHONE: (209) 239-9080
<br /> J08 NO.: 2707-80-11 5.F. SQ[/ARE FEET SHEET 7 OF 12 SHEETS
<br /> � � 77
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