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<br /> 77 A/
<br /> X=1,766,659.49
<br /> Q W
<br /> X1,766.059.19 Y=520,479.41 z w
<br /> �� S89'35 05"E 2655.88'
<br /> Y=520,483.76 • - _ - - - - - - - - � "`''� c�N
<br /> 600.35' w `'" 452.08 �-✓}� 1623.45'' "'�Q
<br /> FD 2 1/2" DISC O w n0 0 I FD. RAILROAD SPIKE,
<br /> IN MON. WELL 5S-24 z I� o EIGHTH STREET 0 3
<br /> W zz p � 0 FD. /4 I. PIPE COM REF.(B)
<br /> > 0 2' RIGHT-OF-WAY DEDICATION
<br /> Q z I � �' S89'35'05"E 3572.50' CURVE RADIUS LENGTH CHORD CH. BEARING DELTA
<br /> •`�� /42.2-0' '50.00' 50.00' 50.11' f 58.46' - 143.51' C19 532.63 85.93 85.84 S 04'11'57 E 09'14 37
<br /> N89'35'05"W 394.28' - C22 507.63 81.90 81.81 S 04-11'57" E 09'14'37"
<br /> 5,353 S.F.
<br /> 11-1 C88 90.00' 16.32' 16.30 N 85-13'1 5 E 10'23 20
<br /> 0 0 5,003 S.F. 5,461 S.F. 8,715 S.F. C89 60.00 17.40' 17.34 S 88'20'01 W 16'36'53
<br /> 5,000 S.F. 5,000 S.F. w �
<br /> r N w w w 3 �' C90 60.00 33.54 33.10 N 67'20'47- W 32'01'30"
<br /> N r I �' �' �' 46 4 / `� 31 48 �� C91 60.00 40.84 40.07 N 3149 45 W 39'00'34
<br /> 0 1 w I 43 -t 0 44 0 45 .`t o N o NI ��� jp0 � C92 60.00 24.23' 24.06 N 00'45 24 W 23'08 09
<br /> r/ to I N o :`' o N o N °o o rn `°i ��i 1� C93 60.00 -Tl-6-.O1 98.77 N 44'34'52 W 110'47'06
<br /> Q 3 �t I o o o o z � ��i ���'��� o 1 C94 1 90.00' 16.32 16.30 S 05-37'61-7-W 10'23'20
<br /> 0 1 z z z N L=17.40' v0i ;�°'�
<br /> Q N z I L=16.32' 89 JCg
<br /> 0 ���� 49 ,\•t
<br /> 0 25.0 10' P.U.E. 88 r _ - `` i i `' i t•
<br /> NI FAQ ` - - - - - - - - - - - - - - - - - - - - 4182. 7,925 S.F.
<br /> 42.00' 50.00' 50.00' 33.88' 0, Sg0.p1�35"`N . r'I"o� C91 .�,��, • �� G
<br /> X 1,766,223.83 F S89'35'05"E 175.88 R=90.0 N k"5, 61 � \ I ��, t 5 J.
<br /> Y=520,315.57 0 0 t� �.�j�ss�
<br /> �- - 434.48 ` /- -N 307.06' N t� ---` 3 q,g'42"E y ?�P1g
<br /> Q S89.35'05"E 741.54' - - 0 `'crs -✓ �� N� cj �a. MPDS
<br /> Z Y=520,3 2.428 WILLOW PARK WAY N `r 0) r , 5��.4�'3�"w"�R� 0 _
<br /> S89'35'05"E 635.19' -•mss ` _ N>g C93 50
<br /> �--� 50.00' 50.00' 50.00' 50.00' 35.19' r, 1'7 9`w CR, �,, C92
<br /> - - - - - - - - - - - - - - - - - - - -
<br /> - - - - - - - - - - - - -
<br /> (� - �� �p 5,252 S.F.
<br /> Ll� �-10' P.U.E. �\s" F 25.00' 3
<br /> S89'34'39"E
<br /> h�w w w w wI �v- cv 94.59'
<br /> � 0 � 0 23 � 0 24 � 0 � 0 1 �NiC9 \-�►
<br /> Z: 00 22 00 00 00 25 00 26 1 o L=16.32' 51 0
<br /> 0 0 0 0 0 5,118 S.F. (�� SCALE: 1"= 40'
<br /> W AA z z z z Z I , � M '<
<br /> Q 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,305 S.F. 1 0 125.00 ISI `n -�-`, •)b.
<br /> W1 oo I S89'34'39"Ecr
<br /> S89'35.05"E 846.41' 1 to 100.00' �,� ���� '� NOTES:
<br /> Q N ( ��► ��'� �' 1. ALL DISTANCES SHOWN ARE TRUE GROUND DISTANCES UNLESS
<br /> 50.00' 50.00' 50.00' 50.00' 55.01' 3 I 52 ' Y`- Q�P� OTHERWISE NOTED. MULTIPLY TRUE GROUND DISTANCES BY
<br /> z O 52.00' 52.00' 52.00' 52.00' 57.00' 1 N 0 I 5 000 S.F. o S� L-� A FACTOR OF 0.999934 TO OBTAIN GRID DISTANCE.
<br /> (n I I N L,� �" I "' P� 2. SET 5'-6" WITNESS CORNER ON LOT LINE PROJECTION
<br /> z W ,• 1 0 1 t0' P.U.E. -; ; � FOR LOT CORNERS FRONTING ON ROADWAYS, (CHISELED
<br /> O 5,200 S.F. 5LL- ,200 S.F. 5,200 S.F. 5,200 S.F. 5,615 S.F. I N I '+' IN CONCRETE) UNLESS NOTED OTHERWISE.
<br /> S89'34'39"E �*
<br /> U 3 3 3 3 3 100.00'
<br /> N0 N0 N0 N0 N0 _ L G E N D t
<br /> N0 31 N � 30 Nc5 29 No 28 No 27
<br /> 0 - oa- sE7 ;14 X30"/RO/V PIPE TAGGED L.S. 5340
<br /> o 0 o 0 o 0 0 0 0 0 I 0 0 1 5 3 0 3 /IV MO/VUMEAIT BOX.
<br /> con V) con con 0 I o 0 I O N SET 1 2"x24" IRON PIPE TAGGED L.S. 5340,
<br /> c6 1 5,000 S.F. in �- /
<br /> 1 'r- I N -, AT ALL REAR LOT CORNERS
<br /> 10' P.U.E. 25.00 Y . S89'34 39 E � --+- FOUND MONUMENTS AS NOTED.
<br /> - - -- - - _ -
<br /> _ -
<br /> - _ - - - - f- - - - - - - - - - - - - - - - - - - - -/ ��. N 100.00' "
<br /> ..1 � I -Q-- SET 3/4 x 30 IRON PIPE TAGGED L.S. 5340.
<br /> 52.00' 52.00' 52.00' 52.00' 44.00' yry0�ye IL � I _ _ 2.5"O/AMETER BRA55 D/5K5. 5TA/Y/PED"C/Ty OF
<br /> S89'35'05"E 823.58 �� '` Ill `� 0 I 54 0 STOCKTO/V 6URVEY M0NC1A4ElVT-RCE 14269 "A/VO
<br /> X1,766,320.56 L ��(�E X=1,766,963.40 01 5,000 S.F. o NiAIUME/VTNO. 5ET//V CO/VC. /A/MO/VC//YIE/VT BOX.
<br /> Y=520,064.88 Y=520,060.22
<br /> (M) MEASURED DISTANCE. ALL DISTANCES MEASURED
<br /> S89'35'05"E o 642.97' - - - N +moo v I UNLESS OTHERWISE NOTED.
<br /> 392.95' X=1,766,713.47 0 250.02' o W I S89'34'39"E �% ►� (R) RADIAL.
<br /> �[ Y=520,062.03 N u N 100.00'
<br /> 4 �. -y��g�`' S89'35'05"E 174.01' N'1'�rA.�B o 3 i O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R.
<br /> nn w '��ti°i `Jxs9- 0 N 0 1 55 0 - - S.J.C.R. SAN JOAQUIN COUNTY RECORDS.
<br /> V' {il - - - - - - - -� .4°` - - - - - - - - - - - - - - - - - - - -� 1 25.00' z to o 5,000 S.F. o
<br /> Q 1 5.00 �10 P.U.E. I N LO I P.U.E. PUBLIC UTILITY EASEMENT.
<br /> IL I I 1 1 0 i
<br /> J I
<br /> L�L i -C1 RESTRICTED ACCESS
<br /> ' 49 SFuAR
<br /> 0 I 100.00' TRACT N
<br /> 0: 2368
<br /> 0
<br /> °i o nu o f
<br /> O o - SUBDIVISIONS OF
<br /> U o 56 o - SAN JOAQUIN COUNTY, CALIFORNIA
<br /> w j� 3 1 I 5,000 s.F. GOLF COURSE TERRACE
<br /> ul
<br /> I �n l I ;v
<br /> t, I » UNIT NO. 1
<br /> Q '�' I :; 1 0 S89'34 39 E
<br /> N I V' 100.00' '- " " BEING A PORTION OF SECTIONS 21 ac 22 OF
<br /> I --� 0 v $ I Lq I TOWNSHIP 1 NORTH, RANGE 8 EAST, M.D.B. & M.
<br /> z V' I 5.00' 25.00' N ( CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 1 X-1.766,962.52 NOVEMBER, 1989
<br /> 0rto Y=519.932.23
<br /> X1,766,711.9 I to Cts rn N (q� FD 3/4" I. PIPE(H)(I) N0 T�E���PC� ASSOCIATES
<br /> rs
<br /> Y•519,846.20 l �i--u� co t 123 N. SYCAMORE AVENUE
<br /> !; MANTECA, CALIFORNIA 95336
<br /> CONTINUED O N SHEET N 0. 12 X-1.766.968.8' TELEPHONE: (209) 239-9080
<br /> Y-519,846.63
<br /> JOB NO.: 2797-89-11 SHEET 9 OF 12 SHEETS
<br /> 0 - 771-1
<br />
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