|
X=1,764,773.31 gar..
<br /> =520,493.08 z w
<br /> IN 2 1/2" DISC X=1,766,659.49 0 w
<br /> IN MON. WELL 5S-24 N89'35'05"W _ 394/.SS' Y=520,479.41 0 K
<br /> Q1286.00' 3 600.35' - - - - ° Q AFD. RAILROAD SPIKE,
<br /> V, . x=,,7ss,o5s.,s EIGHTH REF. (B)
<br /> STREET t 2o5s.53�
<br /> 4 � o Y=520,483.76 00 0 ,'�o
<br /> N 0 04
<br /> a �jJ o o o
<br /> dj �I 2' RIGHT-OF-WAY DEDICATION � oN� CURVE RADIUS LENGTH CHORD CH. BEARING DELTA
<br /> NS / 1 Cl1 500.00 24.98 24.97 N 01'50'47" E 02'51'44"
<br /> Q n �`L,gh 105.35' C12 500.00 33.19 33.18' N 02'19'01" E 03'48'12"
<br /> U, - _ -- Q.QQ'- - 5�Q' - -- - 00� - 42.2nFl
<br /> ?, C13 475.00' 31.53' 31.53' N 02'19'01" E 03'48'12" '
<br /> - - - - - - - - - - - _ _ _
<br /> a - OL40 5 C14 525.00 34.85' 34.84 N 02'19'01" E "
<br /> JD 36.00' S°i w iv S89'35 5"E 506.55' - - - i10' P.U.E. 25.00 03'4612 in N 5,034 S.F. C77 50.Q0' 34.35' 33.68' S 70'44'10 W 39'21'30"X0 ,n 5,098 S.F. 5,000 S.F. 5,000 S.F. o -
<br /> .i�v, r 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,353N Q I C78 47.00' 28.77' 28.32' N 68'35'31" E 35'04 13"
<br /> C79 47.00 35.37 34.54 S 7 "
<br /> S`S7• 7,741 S.F. rn 'V w w w w w '
<br /> 1 / �\�• �0 0 8 `o • - in - <' w '� o 2 18 42" E 43'07 20
<br /> 1 20 / Q, z to In ,n o O Lo o to - ,n . 1 o C80 47.00 37.95 36.93 S 27'37'08 E 4615'49"
<br /> 0 9• ti , • � � 3 7 O 6 0 5 tno ,noo � 0 o0 I I
<br /> B' F �.p �j• N of / N o N o N o It o -� o 0 1 N I C81 47.00 38.27' 37.22 S 18'50'18" W 46'39'03"
<br /> ' " G82 47.00' 35.06' 34.25' S 63'31'52 W 42'44'04"
<br /> ase, o °i 0 O o 4 : 0 3 N o N o ` 1 <
<br /> C83 Z z Z z Z .- oo oo i -' " C83 47.00 36.81 35.88 N 72'39'51" W 44'52'31"
<br /> 0 1 Cg 0). z z N I C84 47.00 212.23 72.68 S 00'24'55" W 258'43'00"
<br /> o I 1 06 X13 C8 v0i � I o =' Q ( C85 50.00' 26.28' 25.98' S 65'17'00" E 30'06'48"
<br /> 1 u► �• � 68/� �C8 10'P.U.E. I con 1 C86 50.00' 8.07' 8.06 S 84'57 44" E 09'14'41"
<br /> W 1 a
<br /> 10 �'S� `q- E\ - - - - � - - - - - - - - _ - - - _ _ - �� ��25.00' N Q l C87 50.00' 34.35' 33.68' S 69'54'20 E 39'1 0
<br /> 6,538 S.F. �, rah <<c/i 'Q� 28. L=8.0742.97' 50.00 50.00 50.00' 50.00' - - - - - - - - - - �hh Ioo -
<br /> o Z I o /� ,��00, �y`°i ��3 380' o S89'35'05"E 50.00 42.00' ti '5� z
<br /> o W / �i �j`L o�Pi 334.97 h
<br /> M > o i c8' � o;� +�'' ,��7 e7 � WILLOW PARK WAY -
<br /> N �' � " oN � N o X=1,766,965.31
<br /> N89'35 05 W r.cv - - tri Y=520,310.20
<br /> Q r �--- - -S89'35'05 E - 434.48 N
<br /> ►'� I 83.04' �N `�`��'- o - - - 307.06' -
<br /> N85'30'47"E� c- o� c9. 0 S89'35'OS"E °
<br /> 741.54
<br /> 1 �6J tri X=1,766,658.28
<br /> �'' N Y=520 312.42
<br /> O I (R) C80 � `�S: _f p.00 S89'35'05"E 642.02' ,
<br /> lu
<br /> W ,� :'� I s F� 4 35 50.00' 50.00' 50.00' 50.00' 50.00' �� ul I■►
<br /> W N 1 11 �� 8 'pJ - - - - - - - - - - - �- - - - - - - - - - - - - - - -50.00- - - 50.00 - - 50_00_ -
<br /> a 10'P.U.E. }
<br /> z V) N I 7,333 S.F. i,r ��3,5•3 -28 i C77 V
<br /> � rnLi 001 C7 78 •
<br /> I I �
<br /> Nco I Jk.' �� a� o o too 0 ;n -C)
<br /> z Q ,�1 . �i 0 :� O � o to O to oo 'n o o u'ni o o in -
<br /> O 1 ti`' �°� �� ���� ��� 00 00 15 N0 16 N0 17 No 18 N0r9 No 20 � 0 21 � -;
<br /> O O O ;V
<br /> "� l k. 0 1 .4• 0 0 0 0 .- 0 � o 0 0 0
<br /> Ly i i J w gra z z z z Z o 0 0 •- o •- SCALE /"=40'
<br /> 12 U �m 1 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. z 5,000 S.F. z 5,000 S.F. z z �--
<br /> 5,000 S.F. Li
<br /> I/ �� 7,107 S.F. ;� `0 5,208 S.F. " (1J
<br /> � o N89'35 05 W 846.41
<br /> 1 o
<br /> Z 133.40 z 58.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' V) NOTES:
<br /> 61.40' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 1. ALL DISTANCES SHOWN ARE TRUE GROUND DISTANCES UNLESS
<br /> Z 1 Z OTHERWISE NOTED. MULTIPLY TRUE GROUND DISTANCES BY
<br /> 0 1 0 A FACTOR OF 0.999934 TO OBTAIN GRID DISTANCE.
<br /> 6,076 S.F. 5 200 S.F. 5,200 S.F. 5,200 S.F. 5,200 S.F. 5,200 S.F. 5,200 S.F. 5,200 S.F. 5,200 S.F.
<br /> 0 I 5,200 S.F. 5,200 S.F.
<br /> 1 N 1 3 3 3 3 3 3 3 3 3 3 2. SET 5'-6" WITNESS CORNER ON LOT LINE PROJECTION
<br /> I N o N o N o N o N o o o t t t 3 W FOR LOT CORNERS FRONTING ON ROADWAYS, (CHISELED
<br /> co Lolr) O O N N O N O
<br /> + IN CONCRETE) UNLESS NOTED OTHERWISE.
<br /> 42 0 41 0 0 40 0 39 0 0 38 0 0 37 0 0 36 N o 35 N 0 34 N o 33 N 32 N LEGEND:
<br /> cn N 0 0 0 00 00 0 .- o o o Z `�- SET 1/2"X24" IRON PIPE TAGGED L.S. 5340,
<br /> rn o I N N cn N N 0 0 P AT ALL REAR LOT CORNERS
<br /> h w 1 N N
<br /> CA 0D coo o 36.00' y Z �' FOUND MONUMENTS AS NOTED.
<br /> _ _ _ _ _ _ _ _ _ 0 -�-- SET 3/4" x 30" IRON PIPE TAGGED L.S. 5340.
<br /> • 51.58' - - - - - - - - - V - -- 2.5"Dl.4iYlETER BRASS Dl5K5 STAMPED C/TY OF
<br /> Lo
<br /> Nr'. j� ? 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 52.00' 5TOCKTOA/ 6&'/,?/EY MONUMENT`-RCE/4269'AND
<br /> Ary MONUMENT NO. 6ET/N COAG /N MolVU/Y!E/VT aa)(
<br /> X 0 S89'35'05"E 823.58' _.� -�o�-- aET. "x30"/RONP/PE TAGGED L.6.5340/N MON.ear.
<br /> o X=1,766,320.56 X=1,766 713.4 X=1,766,963.46 ��y� MEASURED D/6TANCE. ALL D/STANCE8MEA3URE0
<br /> Y=520,064.88 " D I A E!�L p G�2��"k � ��/� Y=520,060.22
<br /> S89'35 05 E (R) 907.38 Y=520,062.03 .. UNLESS �THERINISE NOTED.
<br /> 265.00'oQ C11 0 264.41' oo t oo - - - - - - - °
<br /> ON N u4 f 392.95' O � O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R.
<br /> ZRADIAL
<br /> o
<br /> < W_j �,�� N S89'35'05"E 187.64' %p N o; 4 " to
<br /> N 250.02
<br /> ,�ro•A� , xis, 00 ��h S89'35 05 E 316.95' SARA W S.J.C.R. SAN JOAQUIN COUNTY RECORDS.
<br /> 30.00' �'y� - '- - - - � -- - - - -- - - - - -����.Os�25.0 25.00' � - - - - - - - - - - - - _ _ _ - - _ - - - - - - - - - - - - - - - ����os� V P.U.E. PUBLIC UTILITY EASEMENT.
<br /> ,d. 10 PUE. NOO'24'55"E �' , N00'24'5�5"E -
<br /> tri Oa 10 P.U.E. RESTRICTED ACCESS
<br /> U) I 11.79 11.79 1 25.00
<br /> I o o o =1,766,320.20 N
<br /> o � C13 � 5.F bQUARE FEET
<br /> 0 i I 1 o o Y=520,0,5.,0 I I TRACT NO. 2368
<br /> r'N .. .. r• c I
<br /> o A N CN) I C14
<br /> X �' N I II IY\ II I ,� 1:: '♦ I II X11 II 11 o � I pp
<br /> I o Z SUBDIVISIONS OF
<br /> (D ,r; SAN JOAQUIN COUNTY, CALIFORNIA
<br /> J �'J _ 1
<br /> 10 N
<br /> X=,,766,318.85 J " r' �- �- :; : 1 GOLF COURSE TERRACE
<br /> w � I Y=519,981.94
<br /> I
<br /> D
<br /> UNIT N0. 1
<br /> rn I � w
<br /> It
<br /> I 3 I I a`; W � I 3 ,`o I O BEING A PORTION OF SECTIONS 21 & 22 OF
<br /> z � I i � SL i to 1 o TOWNSHIP 1 NORTH, RANGE 6 EAST, M.D.B. & M.
<br /> It I � $ CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> o
<br /> o 00 0 N w 1 U'iN o z F NOVEMBER, 1989
<br /> ca cn
<br /> `° NOLTE and ASSOCIATES
<br /> c ' ,n Engineers/Planners/Surveyors '
<br /> G Vi
<br /> '- `� ""'" 0 0 0 - \� < J\ < LORE AVENUE
<br /> 123 N. SYCAt�
<br /> Il
<br /> X >- 307.12 Z MANTECA. CALIFORNIA 95336
<br /> X=1766
<br /> ° Y-519.822.92J 0 CONTINUED ON SHEET N 0. I I X=11766,7,,.9, TELEPHONE: (los
<br /> �' � N Y=519,846.20 ) 239-9080
<br /> J08 NO.: 2797-89-11 0 0
<br /> SHEET 8 OF 12 SHEETS
<br /> L
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