|
=1,764,773.31
<br /> =520,493.08 EIGHTH STREET FD 21/2" DISC
<br /> IN MON. WELL 5S-24 X=1,766,059.19
<br /> _ Y=520,483.76
<br /> b o S89'35'05"E 1286.00' - - - - - -
<br /> o o o r
<br /> 0
<br /> N O cV O O O
<br /> O �t O V) Z
<br /> � 2RIGHT-OF-WAY DECICATI^N w
<br /> / N89'35'OS'w 3572.50'
<br /> w
<br /> �AR.? ` / ,57.64' / / Q i / / / •
<br /> S69'35'OS'E 23x1,93'--� 0
<br /> .tx - - - 8 --- - - - - - 52.00' 50- / / 56.00' / i � /50.00' / / •Sn.00' / / 50.00' / � i /
<br /> a`' / N89'35'05"w 1i80.(JO - - - - x-10' P.U.E- - - - - - - - -` I. PIPE
<br /> 7,353.33 S.F. 5,240.20 S.F. w 5,154.10 S.F.
<br /> 30.00' 30.00' N Z Ln \\ (}�) 1) W
<br /> Flo 0 199 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F.
<br /> s vl� 198 F"' rn ;w w w w w 5,000 S.F. 3 W n
<br /> !JJ 197 �. �� I Z 200 n o 201 � 0 202 o o 203 o 0 204 o
<br /> L=9.68' jai o0 00 00o voo N0o No
<br /> 2R 6. poi o O o oo0 o � oo Z
<br /> '� 1 7� �� 064 A z z z z Z o 0
<br /> N666•A<Y 061 / 6 bt=36 7� 7 0
<br /> �F50065 NN
<br /> REMAINDER
<br /> - - -_ - -
<br /> F-T
<br /> -
<br /> -
<br /> ,
<br /> = \
<br /> -Q}-
<br /> VW6�J =1,764,929.0810' P.U.E. X=1,765,537.03 D
<br /> =520,324.96 , - - --'- - - - - - - Y
<br /> 6 �X3o 842.97'W 06v0005000' - 0.00' - - -50.00' 520,320.55 Z7�8 50.00'
<br /> SCALE 1"=40'
<br /> I 060
<br /> W . 5' N89'35'05"W ZI C63 X=1,765,537.03= _ 0
<br /> o 06,924.09 S.F. Lo LJ I U61 E. Y=520,320.55
<br /> U) 0S89'35'05"E 608.00'
<br /> oon o
<br /> DESIGNATED n 573o 358.00' 250.00' o
<br /> Ln (R) Lo 0 Z cs �.00N R1 ��' JS89' ' " 258.49'
<br /> w
<br /> 0 .35 c�6 90 p1 � �, �p X 4.35 16.49 50.00' 50.00' 50.00' 50.00' 42.00' tK
<br /> w \ - - - - - - - - - - - -
<br /> Ld Ln
<br /> Z I �� 56 x-10' P.U.E. 25.00 0 J CURVE RADIUS LENGTH CHORD CH. BEARING DELTA
<br /> �, 059 l 46.74 1 �--- 25.00' Cl 500.00' 29.39' 29.38' S 01'16'07" E 03'22'04"
<br /> Z 0 O N `�- 10' F.U.E. - -- - 1� 057 5,000 S.F. 5,000 S.F. 5,000 S.F. I 11J
<br /> z I o 1 C5g w L=4.73 3 > z 3 5,000 S.F. 3 5,416 S.F. I W �% C2 637.54' 24.76' 24.76' S 00'41'51 E 02'13'31"
<br /> 1 o I \`'' ` C3 662.54' 5.48' 5.48' S 00'10'42' W 00'28'25"
<br /> Z Z 195 ,� 3 -'r) 0 in 0 I N N C4 612.54' 23.79 23.79' S 00'41'51 E 02'13'31"
<br /> O n I N �- 0 N O nl t tt st r n
<br /> �'" C5 391.19' 15.19' 15.19' N 00'41 51 W 02'13 31
<br /> ca .`�� ^'` !') in ✓1rn % , O O O c�i o N o I O c0 I
<br /> 8,060.32 S.F. o o (n o ti C6 366.19' 14.22' 14.22' N 00'41'51" W 02'13'31'
<br /> U -- 5 1 � o �' o i t `� C7 416.19' 16,16' 16.16' N 00'41'51" W 02'13'31"
<br /> 194 193 `� 192 `� 191 `� 190 189 188 °° '
<br /> N 5,396.43 S.F. I w w co 056 50.00' 34.35' 33.68' S 70'44'10" W 39'21'30'
<br /> 1 5,395.93 S.F. � , Z C57 47.00' 4.73' 4.73' N 53'56'35 E 05'4619
<br /> N89'35'05"W C58 47.00' 46.74' 44.83' N 85'18'56 E 56"58'24
<br /> N89'35'05"w 114.08' -� I 460.00' 1 z N W C59 47.00' 44.12' 42.52' S 39'18'25 E 53'46 54'
<br /> 89.62' 60.38' 50.00' 50.00' 50.00' 50.00in
<br /> 53.00' 61.08' 55.00' 50.00' 50.00' 55.00' I 0 0 W 060 47.00' 33.11' 32.43' S 07'46'03" W 40'22'02"
<br /> I I 50.00' C61 47.00' 47.36' 45.38' S 56'49 05 W 57'44'00"
<br /> N Iz =
<br /> 5,300 S.F. 6,043 S.F. I I o V) 062 47.00' 36.17' 35.28' N 72'16'15 W 44'05'20'
<br /> /I 0 C63 47.00' 212.23' 72.68' S 00'24'55 W 258042'59"
<br /> I 5,415 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. ` 5,415 S.F. w � Z C64 50.00' 9.68 9.66' S 55'46'10 E 11'05'09'
<br /> > I I 3
<br /> 0 0 Lo - 1 oI o z 3 ,`� o d l W N ;; 065 50.00' 24.67' 24.42' S 75'26'55" E 21"
<br /> 00 0 ` 3 3 0 1 87 1 0 Q 066 50.00' 34.35 33.68 S 69'54'20 EE�3�9'�2:�1'30-
<br /> c�
<br /> 0 178 i m 1 �I 179 180 181 0 182 183 o 184 � o 185 0 186 0 - I Z W
<br /> 177 0 LEGEND
<br /> 0 o I o N O N O p 't T� n r r , _ �.
<br /> o o o N o N o N o N o oN I oo [] -v- .677_
<br /> i �i4'x "/RON P/PE TA6GE0 L.S. 5340
<br /> I /N 1V0NUMENT BOX.
<br /> N I I 0 0 0 0 o o - X=1,765,285.56 Z
<br /> V) cn O 0 O 0 -1-- SET 1/2"X24" IRON PIPE TAGGED L.S. 5340,
<br /> X=1,764,770.56 `n V) V) �) Y=520,115.97
<br /> 10 P.U.E. I Y=520,114.11 c3 , ,. „ Z AT ALL REAR LOT CORNERS
<br /> 30.00'
<br /> - -- - - - ) .�, 0 30.002 10' P.U.E.
<br /> o l rt=662• 4' Lo '" " 0 --*- FOUND MONUMENTS AS NOTED.
<br /> - - - - � �- - - - - _ _ L 5 ��-- 25.00' o
<br /> 3 l• rno �, - - - - - - 48 ��n V
<br /> - - - - ,�� C4 -�- SET 3/4" x 30" IRON PIPE TAGGED L.S. 5340.
<br /> I 53.00'r n 51.08' •�o,°o C1 foo ��?'0,�. 45.00' 50.00' 50.00' - ` - - - - - - -- - - - - - - - - - - - - - - - '�
<br /> S89'35 05 E 104.08' �� .,`O' N�n °%. 50.00 50.00' 50.00 °• C2 N
<br /> 50.00 50.00 42.00 6 X=1 765 285.86 ?.5"D/AiLIETER BRgSS D19 A19, STgMPEO "C/TYOF
<br /> 00 0 �' II II S89'35'05"E 437.02' �� II II 6T00-4'70N 5URI/EY NJONI/NIENT--RCE /4269 "ANO
<br /> �:- N- J =520,091.21 MONUMENT N0.,SET/N CONC. /N/1'JONU/1'/ENT BOX.
<br /> g N ri o x=,,764,7704 ui ALTA SIERRA STREET °
<br /> _ N Y=520,064.74 N a c , X=1,765,286.45 (M) MEASURED DISTANCE. ALL DISTANCES MEASURED
<br /> _ _ N89'35'05"W 514.84 N �� =520,072.38 UNLESS OTHERWISE NOTED.
<br /> o S89'35'05"E- 145.45' - o'+ S89'35'05"E 269.63'
<br /> 0 o X=1,764,771.66 0 0 ° o - - " -
<br /> N o 0 o S89'35 05 E 245.21' ° R RADIAL.
<br /> ui Y=520,076.11 N ori X• 1,76 ,041.26 ci o ';; ', ( )
<br /> S99*35'05"E 107.61 "' s� .� N 'Ly y` 52 ,074.15 N 0
<br /> 21.30' �o ui
<br /> S89'35'05"E 189.32 �. n N O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R.
<br /> - - - 86.31' - - - ,�.,�, us, h`? S89'35 05 E 170.66' s
<br /> ,��o;�"� 102.32' 87.00' � °e � AS.�� � 'a�
<br /> -� `��• �� r-- - - - - - - - - - e °s• `� S 87.00' x o a S.J.C.R. SAN JOAQUIN COUNTY RECORDS.
<br /> - - - - - - - - - - - - `�B• � �h.�0 83.66 ,,= ?• M
<br /> ("`30.00' 130.00 0,� 3 5 - - - - - - - - - - - - - - - - - - - `r
<br /> 10' P.U.E. ) I- P.U.E. PUBLIC UTILITY EASEMENT.
<br /> O
<br /> 10' P.U.E. 1 25.00'1" E-- ( 3 - �F 2
<br /> 0 Lo 176 aoo I 173 oo I w o `-10' P.U.E. 1 25.00' RESTRICTED ACCESS
<br /> 0 5,287 S.F. cD
<br /> N N N ''' 1 6,058 S.F. `Lo 1 72 o o b o o I 1 69 `t 1 6 Q I Y, `` Z S.F. SGIUARE FEET
<br /> rn o in 0 5,416 S.F. I o 0 0 00 ul 0 0 `Lo n C� o, 3 ., 0 0
<br /> _ I o N s,416 S.F. o N o = 3 _ TRACT NO. 2368
<br /> 3 S89'35'05"E I �' 1 }-. Po o I-" N d 1 5,270 S.F. i a; 0 SUBDIVISIONS OF
<br /> 3 °i S89'35'05"E S89'35'05" I °' I " ui
<br /> Q S89'35 05 E S89'35'05"E - v W
<br /> N 98 80 I °'0 1 o w 1 109.87' 3 100.00' 3 P5.Od3 100.00' 98 30' I o Z SAN JOAQUIN COUNTY, CALIFORNIA
<br /> o 0 175 1 - 1p ocy) ► � . I wi � 1 3 w z z GOLF COURSE TERRACE
<br /> 174 �L I �, . x=1,765,290.11 1 � Z t--
<br /> o 0 0 o f 0 171 t o -�� LL) `t 170 Ln O Y=519,956.74 W UNIT N0. 1
<br /> 5,013 S.F. N z N 5,420 S.F. ;� o ( � ;� o o I 000 Z W
<br /> Ln
<br /> 1 0 1 0 �n 5,000 S.F. o o Q ;v -.) 0 5,000 S.F. N o 16 7 I co ;t 'a>�- (�
<br /> to ,- -. = BEING A PORTION OF SECTIONS 21 & 22 OF
<br /> 1 N 1 N I v' z cn o 1 N 5,003 S.F. C6 "' o `n M U V) TOWNSHIP 1 NORTH, RANGE 6 EAST, M.D.H. & M.
<br /> 135'05" 30.05' 30.05' 106.93' 100.00 L=14.22 C,5 I�� C7 CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ��-- S89'35'05"E 131,79' ..� 25.00' 25.00' 100.00' N89'07'35"W 100.00' R=366.19'
<br /> \y S89'35'OS"E 261.98' �./ �.�. 25.00' 25.00'
<br /> s89'35'05"E 125.00' -� NOVEMBER, 1989
<br /> ' X1,764.778.37 s8s'35'o5"E 518.77' X=1,765,040.32 ✓ X=1,765,290.29 sgg•35'os"E (R)
<br /> 519.946.06 Y=519,944.17 NOTES: Y=519,941.55 NOLTE and ASSOCIATES
<br /> 1. ALL DISTANCES SHOWN ARE TRUE GROUND DISTANCES UNLESS OTHERWISE Engineers/Planners/Surveyors
<br /> DESIGNATED REMAINDER NOTED. MULTIPLY TRUE GROUND DISTANCES BY A FACTOR OF 0.999934 123 N. SYCAMORE AVENUE
<br /> TO OBTAIN GRID DISTANCES. MANTECA, CALIFORNIA 95336
<br /> Joe No.: 2797-89-11 2. SET 5'-6" WITNESS CORNER ON LOT LINE PROJECTION FOR LOT CORNERS TELEPHONE: (209) 239-9080
<br /> FRONTING ON ROADWAYS. (CHISELED'+' IN CONCRETE) UNLESS NOTED OTHERWISE. SHEET 6 OF 12 SHEETS
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<br /> glt09 %No 7
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