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<br /> -77.4o,
<br /> X=1,766,965.31 CURVE RADIUS LENGTH CHORD CH. BEARING DELTA
<br /> C15 557.63 2.00' 2.00 S 00'1911" W 00'12'20"
<br /> + Y=520,310.20 I I I » , "
<br /> WILLOW PARK C16 557.63 49.99 49.98 S 02'21 05 E 05'0812
<br /> ° C17 557.63' 37.97' 37.96' S 06'52'13" E 03'54'05
<br /> WAY C18 557.63' 89.96' 89.87 S 04'11'57" E 09'14'37"
<br /> C19 532.63' 85.93' 85.84' S 04'11'57" E 09'14'37"
<br /> C20 507.63 40.95 40.94' S 01'53'18" E 04'37'18"
<br /> C21 507.63' 40.95 40.94' S 06'30'37" E 04'37'19"
<br /> C22 507.63 81.90 81.81' S 0491 57" E 09'14'37
<br /> o C51 250.00' 89.02' 88.55' S 09'47'10" E 20'24'09"
<br /> N SHEET N 0. 9 I C52 275.00' 9.14' 9.14' S 00.32',4" E 01.541,7"
<br /> CONTINUED 0 C53 275.00 29.32 29.31 S 04'32'38" E 06'06'32"
<br /> N o EIGHTH oN FD. V4. I. PIPE C54 275.00' 38.46' 38.43' S 03'35'30 E 08'00'49"
<br /> o STREET (H) (I) C55 225.00' 13.71 13.71' S 01'19'49" E 03'29'27"
<br /> o - C115 50.00' 5.00' 5.00' S 05'56'25" E 05'43'46"
<br /> X=1,766,320.56 X=1,766,713.47 [7IA.e7Lo eir.aEl� C7Qiu� X=1.766,963.46 M C116 50.00' 37.38' 36.52' S 30'13'27 E 42'50'16"
<br /> =520,064.88 Y=520,062.03 I I
<br /> Y=520,060.22 C117 50.00 42.38 41.13 S 272134E 483402n
<br /> S89'35'05"E _ 642.97' --- : '� l% C118 47.00' 31.79' 31.18' N 32'16'10" W 38'44'50
<br /> ai
<br /> 392.95 0 0 250.02 0 ..• • C119 47.00 39.08 37.97 N 10'55 37 E 47'38'44
<br /> 0 0 -' \� C120 47.00' 37.07' 36.12' N 57'20'44" E 45'11'32"
<br /> Lo LoN
<br /> S89'35'05"E 316.95' N4' / •�N 174.01' S I C121 47.00' 29.63' 29.15' S 81'59'42" E 36'07'34"
<br /> s�, 9� ,y. S89'35 OSE AR. B C122 47.00' 37.81' 36.A0' S 40'53'02" E 46'05'48"
<br /> f4
<br /> " 55.00' 47.00' Tsp�• I �ti°i 87.00' 87.01' `?Fs�. I - - C123 47.00' 35.94' 35.07' S 04'04'05" W 43'48'25"
<br /> - - - - - - - - - - - � S� �a 1- - - - - - - - - - - - - - - - - - - - - -\ F\25.00' iv 1 I I » »
<br /> d � 1 25.00' 25.00' ( � ClC124 47.00 211.32 73.25 N 77'09 51 E 257'36 53
<br /> 1 w 00 1 C125 50.00' 8.29' 8.28' N 21'13'26" E 09'29'44
<br /> �C �,,,, 1 0 1 71 tL 0 � 70 I o N co I ,\ ,\ �, C126 50.00' 21.01' 20.85' N 04'26'20" E 24'04'28"
<br /> L •n o o 'n :; ; C127 50.00 29.30' 28.88' N 09'11'12" E 3334'12"
<br /> V' 3 3 I � I 5.416 S.F. `n `n 5,416 S.F. 1 °' o o rn
<br /> J o 0 o I I � 1 006 Z 3
<br /> e- 't o N o 1 0 0 �-- 1 S89'35'05"E `� S89'35'05"E 1 N - �\
<br /> 1 `_ ,. In
<br /> N
<br /> :; ;; o 0 85 0 0 8 1 � coI n' 100.00' 100.01' ;n ., •,
<br /> N o °D `D 'n +�• �D =1,766,962.52
<br /> 5,500 S.F. 5,916 S.F. i n N °�° o f w 1 0 3 Y=519,932.23
<br /> O o 3
<br /> I o l 7 2 p o 0 69 1 ;� I S89'34'39"E a 11 11, /\
<br /> 04
<br /> ,.
<br /> I ■ I 3 `n 1 5,000 S.F. N to `n 5,000 S.F. L=2.00'1 '� :`� ' 100.00'
<br /> S89'35 05"E S89'35'O5 E ;n o
<br /> 55.00 60.00' I ,n I " Z " 1 v, c0v _ 0
<br /> S89'35 05 E S89'35 05 E °
<br /> S89'35 05"E 100.00 X ' w O ;� C20 57 Q, N -
<br /> ' ,n 1 o I 100.00 100.00 C16 °'
<br /> 0 o 83 w I o N I C18 1 I 5,553 S.F. f: �/4 I. ,PIPE.
<br /> o I o o 0 4 01 73 0 '- 1 to o (H) CI)
<br /> Z ,� 5,000 S.F. n I ,� N o nn'' o l Oo � 6 8 10 PUE -f l o, r ca r� II 45'05"E '
<br /> o z lel to 5.000 S.F. In in ,n cv o w NB3' 3.55 /\ (\ SCALE I�� = 40'
<br /> " '- I Llj 1 t0' PUE 5,473 S.F. .� 'n � � 99.02'
<br /> (� S89'35 05 E Y II w " R
<br /> (� 100.00' > S89'35'05"E MQ � S85'48 03 W
<br /> -� 100.00' 1.19-x' S85-34'38"W �' I 1. ALL DISTANCES SHOWN ARE TRUE GROUND DISTANCES UNLESS
<br /> = X=1 766 711.91 I ._.. o ,, " a 0110' PUE 58 OTHERWISE NOTED. MULTIPLY TRUE GROUND DISTANCES BY
<br /> V) o Y=519,846.20 I o `(� M I 5 7 A 101.59 SR,04'4 W� I o'' � a 4 cit 5,206 S.F. A FACTOR OF 0.999934 TO OBTAIN GRID DISTANCE.
<br /> 0 8 2 I v, rgl
<br /> L=13.71 `t '4 II
<br /> 5,434 S.F. I iZ - I »
<br /> O 5,000 S.F. rn J II ` " ^ ,\ 2. SET 5 -6 WITNESS CORNER ON LOT LINE PROJECTION
<br /> C5 25.00' 25.00'0 �/g6"55'2B'E_ '� 67 00 44 E
<br /> 0 0 , _ _ a 1 25.00' 25. `" N$17o .1 :; FOR LOT CORNERS FRONTING ON ROADWAYS, (CHISELED
<br /> S89'35'05"E L=9.14 0 0 - (R) 5,406 S.F. , 100.00 '+' IN CONCRETE UNLESS NOTED OTHERWISE.
<br /> N 100.00' " , �j� 0o NW CR� S87'59'21"W I N X=1,766,968.81 0 LEGEND
<br /> W N88'30 38 ECR) C53 i !�jj N 107.06' 170 44"E0 S.F. 5o(1..4R FEET
<br /> N N81p0 Op, I o I Y=519,846.63Lo
<br /> -�o -_ 5ET 3�X30"/RO/VP/PE TAGGED L.5.5-440
<br /> o g 1 1 01 59 /N MONUMENT. BOX.
<br /> Z ,\ 0 5,090 S.F. Ng2'24 06"E�R� I. � 54 � • '05.000 S.F. � u'4� �„ , 0 _ C&t 75 I o � ,n I ` (n -�-' FOUND MONUMENTS AS NOTED.
<br /> -' w `n N�3• 1� N �• Ct18 5,860 S.F. 66 W I 81'10'44"E c�� ---{ »
<br /> Z Ln X31 26" =21.01'I � o, tt I N -0- SET 3/4 x 30 IRON PIPE TAGGED L.S. 5340.
<br /> W �`' $ 5,000 S.F.
<br /> 0 `o S89-35-05"E �(R� rn .�. l�\ "E o 0 1 W _ 0 100 " , .. Y or
<br /> N `� °o �- STOCK ON SURVEY MONUMENT TRCE�Q269rAN0
<br /> (� N 101.22 L= .29 1?7 ti� Nj746�5t;R� N '44"E o N I ._ I I I
<br /> 0 1 5 '64 b , ��, Q1 " Ng1'10 I r ` ` �i I 6 0 Nco
<br /> MONUMENT N0.,SET/N CONC./NiYlONUii9ENT BOX.
<br /> Z 5,614 S.F. 1 `- N87'44 30 W 1p0.00 N V N 'o I �.. �
<br /> C1� 1 rn �Rf43,w Ct1g 82.10' ! 0 1 6 I 5,000 S.F. p C (M) MEA9URED0/STANCES. ALL D/STANCES
<br /> to �" MEA5URE0 !/NL E55 OTHERW/5E NOrED.
<br /> d `n Q v 1 � I p'44"E 'tn Z
<br /> 80 1 =1,766,726.96 of W o 65 I Ng17 r-► (R) RADIAL.
<br /> Yc519,758.94 /� o I 100.00 0
<br /> 76 ( . � 5,000 S.F. 1 I o Z O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R.
<br /> t 4 / 6,108.51 S.F. c o •44"E 3 61 0 3
<br /> ��" o Ng1'10 I o `°
<br /> o W � � S.J.C.R. SAN JOAQUIN COUNTY RECORDS.
<br /> 10,', \���• F�47A� °� �S �' 0 100 p0 I1 .0 to a I. a� 0 I 5,000 S.F. P.U.E. PUBLIC UTILITY EASEMENT.
<br /> / S 4 o 0
<br /> 79 ��29.63' �" �7`S' 6 4, I d' 'r' I " i ® RESTRICTED ACCESS
<br /> .s� C121 - Cts° r'QJ\� SS8 0 5,000 S.F. IIo Z co Z I Ng100.0p� E 5ET//2"x 24"/RONPIPE,TgGGEOL553QO,ATALL REAr?LOrGOP
<br /> sem. 5,703 S.F. i (? , ��� , a TRACT N0. 2368
<br /> ,/ '�';� 9�, �° 0`O ah d ?�0/ 9 F `n '10 44"E 1 I o
<br /> 6, �. ^ °. .0 w_ Ng1 I 6'2 SUBDIVISIONS OF
<br /> 4b (o lot �, 100.00 1 I o SAN JOAQUIN COUNTY, CALIFORNIA
<br /> $ II 5,000 S.F. _ GOLF COURSE TERRACE
<br /> / N '`'���. 7 8 `'w w, 77 0 6 3 F II °0.00' UNIT NO. 1
<br /> N 11,416 S.F. 0 0 5,000 S.F.
<br /> "E 1 ? '9 7.918 S.F. F � o I 001 25.00/ ,10. -E 1 �.
<br /> 25. N81 o BEING A PORTION OF SECTIONS 21 & 22 OF
<br /> 11044 $ 62 �n 1' RANGE 8 EAST, M.D.H. & M.
<br /> 25.00 0 ,+ 109.00 00' N08'49'16"w �' TOWNSHIP 1 NORTH,
<br /> / 150 1.53' ; CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> -
<br /> o N$1'10'44 E `°
<br /> SNg1•10'44 E S>4b�,�"f X=1,767,001.32 r
<br /> 100 p0� 1p0.00' Y=519.637.14 (,,I�SEE DETAIL �9" �' NOVEMBER, 1989
<br /> ' •� " 1101, 1p0.0 sos•49'ts"E THIS SHEET z NOLTE and ASSOCIATES
<br /> N08'493 6 W / lS' Ng170'44'E 5.00'
<br /> DESIGNATED FD.'�/4 I . PIPE Engineers/Planners/Surveyors
<br /> REMAINDER �H)(I� 123 N. SYCAMORE AVENUE
<br /> DESIGNATED REMAINDER MANTECA. CALIFORNIA 95336
<br /> DETAIL "Bo TELEPHONE: (209) 239-9080
<br /> NOT TO SCALE SHEET 12 OF 12 SHEETS
<br /> JOB NO.: 2797-89-11
<br /> 7 7
<br /> V �
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