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r�
<br /> TRA CT CRANI LINE _ ROAD
<br /> NW CORNER OF SECTION 20 2/5 z
<br /> NO *
<br /> F0. R.R. SPIKE PER R.S. 29179
<br /> • UENA VISTA in `d
<br /> o
<br /> G. S. r
<br /> ESN P 457364.46
<br /> FD O IRON PIPE, CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA u °�� FO i724891.04
<br /> 6' OOwll. TAGGED lS 5122 � FOUND 2' BRASS CAP STAMPED 'C.P.S. � 3',
<br /> SHEET 3 OF 3 SHEETS MARCH, 1988 � �: SE N THE SOUTHEASTERLY CURB AT THE
<br /> N89'60.43 E 1444.02'
<br /> [ 589'51'01"W 1444.00' ) $ INTERSECTION OF CORRAL HOLLOW DAD AND ALEGRE DRIVE
<br /> R
<br /> (Ni9'66'15'E 616.00') N89'50'43'E 618.0?' FD. 3/1' IRON PIPE. 6' Dowty. NO TAG
<br /> ----
<br /> 555.52' -. 0.71• N. a 0.12• w., NOT ACCEPTED ALEGRE DRIVE
<br /> 53 00' Shy' $1.00 54.00' S4 00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00'
<br /> -r _
<br /> ❑ r 36 837 538 . 839 goo s 41 g42a s43 .8 44
<br /> s4 s g 39
<br /> ,�.
<br /> -vi
<br /> 1d P.u.E.
<br /> .p� SCOT- 4 4 p
<br /> 7 © t JENNI Ni9'S0'43 �143'E El s93sWAY LANE ...... r
<br /> 46&. -2' m-m 4.9.00• 4&00' 13Y 00' -
<br /> �i ----� NU'50'43'E 349.50' g NO30'�3•E Q ........PARCEL C (V NIDE x 56') ` _. �..... I }_ 1. .i> ( ' r- , t `-rr. 1- ` i�l_ l
<br /> - ® S Q g TO TILE GTY OF TRACY ' �' . l C_.. .. i..•' .j
<br /> P.u.E.� -�+
<br /> ' «34 33 32 $ « 31 8 30 8 29 I s w g s 47 '846 g ,w
<br /> w o
<br /> rti '50'43 E 371.47'
<br /> &4 r 0
<br /> 51.47' S3 00' S3 00' 53.00' S3 00' 53.00' SS.00' I &Q 57.00' 53.04' _ FD. 5/8- PIN UNDER CONC. FOOTING.
<br /> r 13.4
<br /> N�B'S0'43'E 'S 372.47• i I 110.04' $ v 0.663 N. k 0.10' WEA NOT ACCEPTED
<br /> RROKEId
<br /> r ^ 0.06'E A 0.42'S. NO TAG, NOT ACCEPTED
<br /> 24 � n C 1� � � ,$ � $ y
<br /> `J }.
<br /> 27 _
<br /> ' � � « 2 6 '• � x �v � � y � 110.00' 56.00' 53.00' 56.00' 56.00' SS.00' M.7S' 14&19, � ------__------
<br /> 23 t•_ „' PARCEL A ,� o �� wi
<br /> _ ICU�371 AR 's s,41 --r Q = ® � _ �� P ,d .u.E. .. $ « 48 $ 49 • ; 50 • 51 52 N 8 53 54�� •�
<br /> l►Iy�, - 1
<br /> N '�3•E � 263.21 m.m �, � � � g � � n ?S 4 •o a,�1'�� �° � d r ;
<br /> Tv � •4 .62' '1`� _ L- z 8 n w 8 SCALE: 1'� $0'
<br /> 2 X13 55,36,
<br /> $ TAA[A�1 21 2b �,� - - - - - o ., o
<br /> ❑ ❑ I1Y43 _-� yy� 18 23 2J . I� N99'S0'43•E 296.32' , �E`�,• lO 55 _ _ LEGEND
<br /> ' r N"-50.43'E 357.90'm m 8 N t'49'29'W(R r z
<br /> 4L - 27 y rs - 28 a COURT ❑O N89'42'23'E
<br /> "V O I • INDICATES MONUMENT FOUND AND
<br /> « 21 �' t1�1• 72 71 70 •68 6g ' �' O S + �� 16•Jt 54 NB9 SO'43'E 4� 295.32' �� Oi � t� �O 100 S7' ACCEPTED AS NOTED
<br /> e t7 a' � � g g p g r 6 . � � 40 � 41 ; - 7'� � � 1j � � A � O ST 3/4% 30' IRON PIPE. b' DO1W. WITH TAG
<br /> N 96 Oi w Z _ S 66" .0 3 ; ; \ / 4).�56 ,� N 56U5 08 AS NOTED
<br /> �j S M
<br /> ►� 16 I N69 50'43'E 219.00' `�`� ? v w "� 1� . a "� O z . 4 4J °1 rt $ "►�
<br /> 8 20 ,t► , Nu53'ts•w N„ _ - 64 $ 0 63 0 62 61 • *4 60 • � 59 • o' O ,� vnni N ® SET
<br /> CITY of TRACY SURVEY MONUMENT w MONUMENT
<br /> « e 15-&00' 54.00• 55.Od 54.00' 55.01' iv ?� A17a'*p•i s S 8 g � 8 � 8 v 58 ''� � 57 �')v �� ;
<br /> 2 z z '3 `�� ►`y" I I RECORD DATA A5 PER RECORD OF SURVEY,
<br /> 4?'08•M, = N69'S0'4J 491.68 IIIc. 2p OF SURVEYS AT PG. 97. S J C0 RECORDS
<br /> o r tb 1'r Q ri :r L'15'08'W 148 Sl' 3
<br /> r $ g E a a 73 Q 4 a 75 a 76 P N 77 t W 76• 54 03' n g ( ) RECORD DATA AS PER PARCEL MAP. ELK. S OF
<br /> ,i vi ,w 78 ; .�' $ 54.00' 55.W. 54.00• 55.00' 54.00'�,' 71.17 0 94.00• 54.51'
<br /> 18 7 $ o a 8 a. s c �+ 7 79 0 3 3 ; 3 s z o PARCEL MAPS AT PG. 79. S.J. CO. RECOROS
<br /> y 86.31' 12 26_ Z S 4J v7 Qp ; W N N N }' N ^ N gi $ �3 .4v FD. 3/4' IRON PIPE. 8" DOWN.
<br /> _ C) t v ,, 81 ;82 � 83 s 84 �' 85 � N 86 j++ �87 � n QfZ ��;y � NO TAG, SET TAC LS 4823 g ❑ INDICATES AREA NOW OFFERED FOR DEDICATION
<br /> N�414a -` �+�+ FOR PUBLIC STREET PURPOSES
<br /> !1 5$�0' �4. • o z
<br /> Q 1 Q t t N!Y'50'43'E 235.1 S' I = 38 fi n� o �t $ p g o g p , ,� ,� 1�0 R Q N 8ri'51'01'E 230.06' --
<br /> t 1 ' 4i NB9 '43'E 2 t 'm m I-* 42 �✓_ = 34 to' P.u.E. -= r � �_ � O ` 9 ( N8935't5'E 200.00' ) 200.06' Q INDICATES CURVE DATA (REFER TO TABLE)
<br /> �o T 54.00= -55.00=- -54.00'- -55.00'-1 - -.-z 5 8 N 3 'E
<br /> ►� ,, • O G131'�, n ! HOLDER ;� A I Ni9.60'4YE 260.07' "'7*0 �, �pAF 140.06 40' 30' INDICATES CORNER CUTOFF DATA (REFER TO T
<br /> •9 �Y Gl`M7r�,13„E t I N8R3013 E 172.08'X or 27 f s2 �'� N69'50'43'E 380.10 rr�m l 17 t1t.09'�Vyy O 'er `A - t
<br /> INDICATES T T �
<br /> '`• 1 0 li 0 AL DISTANCE
<br /> O 17 `�,'�' O1 4 ` J, $ �` I� a N89'50'43•E' LANE 1 90 �► m"m INDICATES DISTANCE FROM MOND
<br /> g n ' u �, 332.16 I /1 g 10 v7 HENT TO MONUMENT
<br /> .b W $ $ $ N m *-I 1 - -- - - -- _ L� ov P.U.E. PUBLIC U
<br /> 8 4 15 14 g 13 $ 12 11 n 10 s 47 0 8 s 8 8 -s - --� $s -' .17.20' TILITY EASEMENT
<br /> 16 N s w _ 9- 8 0 _o P.U.E 8 1 ,
<br /> = g Q o NBOW43 E $ ALL BLOCK CORNERS, LOT
<br /> P S, CORNERS AND CURVE
<br /> i $ ; ; s $ $ r ; $ $ V o X y POINTS ARE MARKED KITH 3/1'x 30' IRON PIPE.
<br /> 53' 3254' 101.00' ?� 80.00• z 56.00' 55.00' SI.00' 55.00' z 54.00' 8 $' 7 p 6 n o 5 4 g 3 ; $ r SET 8" DOWN, WITH TAC L.S. 5815
<br /> . e.' 2 s 1 I� s w _ ,7 PARCEL B 8
<br /> N99'S0 43'E 490.54' ..... � $ � � �' N
<br /> $ g z �`' �n THE BLUE BORDERLINE INDICATES THE BORDER
<br /> z 54.00' § �, $ 51.00' g 55.00' I i1"'t 7'w OF LAND SUBDIVIDED BY THIS MAP
<br /> FD. 3/4' IRON
<br /> 3' DOYM, tA04ED ❑ hI
<br /> 7z ' `'s s'u LOWELL .D,.w.�y� 0 $ BASIS OF BEARINGS
<br /> woo. .. N64 5' N89.50'43"E 414 ' AVENUE D
<br /> 358 00' _ THE EAST UNE OF SECTION t9,T.2S. R.5E.. M.D.B. 11 M.
<br /> 1414.00' -_ ACCORDING TO THE RECORD OF SURVEY. RECORDED IN 8K. 29
<br /> ( Ni9'S0'13'E 1114.00') OF SURVEYS AT PG. 97. SJ. CO. RECORDS, 16 TAKEN TO
<br /> BE N.0'10'30•w.
<br /> [Si9'51'04'W 1141.00'] N89'50'43`E 14M.00' .-_ ...._.. .- �. FD. R.R. SPIKE
<br /> 0.052' SOUTH
<br /> CURVE DATA T LE FO. 3/4' IRON PIPE• 6' DOWN. PER R.S. 29/79
<br /> NO TAG
<br /> DELTA RADIUS LENGTH CHORD TANGENT NO. DELTA RADIUS LENGTH CHORD TANGENT NO. DELTA RADIUS LENGTH CHORD TANGENT N0. DELTA RADIUS LENGTH CHORD TANGENT
<br /> 1 38'44'22' 50.00 33.81 33.17 17.58 13 35'01'25' 70.00 42.79 42.13 22.09 25 15'43'12' 400,00 109.75 104.40 55.42 37 9'44'53• 42&00 72,82 72,73 36.50
<br /> 2 257'28'41' 50.00 2?4.69 7a 00 82.3?' 14 36'49'32• 70,00 44.99 41.22 23.30 26 1T29'3T' 372.00 113.58 113.14 57.24 38 17'29'37" 42&00 130.68 130.17 65.89
<br /> 3 40'48'46' 50.00 35.62 34,87 18.60 15 36'49'14' 70.00 44.98 44.21 23.30 27, 5'59'06' 372.00 38.86 3&81 19.49 39 4'59'09' 42&00 37.25 37.23 1&63
<br /> 4 18'07'42' 50.00 42.00 20.76 22.33 17 5'08'28' 70.00 6.28 6.28 3.14 28 0.27'32" 372.00 54.92 54.87 27.51 40 7'27'19' 42&00 55.89 55.65 27.89 SURVEYED AND PLATTED
<br /> 5 24'09'08• so.00 21.00 209? 10.70 17 11'51'20' 90.00 ,6.70 ,6.67 9.38 29 3'03'00' 372.00 19-W 19-W 9.90 41 5'03'09• ,?aoo 37.74 37.73 ,aba CORNER CUTOFF TABLE 6Y
<br /> 8 113'48'40' 70.00 139.05 117.29 107.40 18 00.26'58' 90.00 0.76 0.76 0.38 30 1600'09' 372.00 103.90 103.56 52.29 42 16'00'09" 43&00 119.54 119.15 60.16 NO. BEARING DISTANCE LARS ANDERSEN dt ASSOCIATES INC.
<br /> 7 5`06'40' 70.00 8.21 8.24 3.12 19 11'25'24' 90.00 17.91 17.91 9.00 31 4'05'56' 372.00 26.72 26.71 13.37 43 2'37'27' 426.00 18.86 18.85 9.13
<br /> 8 4055'35' 70.00 50.00 48.95 26.12 20 7'20'23' 90.00 11.53 11.52 5.77 32 8'24.48' 372.00 54.62 54.57 27.36 44 7'18'33' 428.00 54.33 5_4.31 27.21 i N.45'09'56'W. 7.07' 3040 L OLIVE AVE. WTI 103 FRESNO. CALWOMMA
<br /> 9 38'50'02' 70.00 4500 44.23 23.31 21 4'33'ST 90.00 7.17 7.17 3.59 33 3'28'25' 372.00 22.55 2?.55 11.28 45 6'12.09' 42&00 46.33 46.31 23.19 2 N.44'50'04'E. 7.01?
<br /> 10 30'50'23' 70.00 37.80 37.34 19.37 22 18'00'09" 400,OQ 111.72 111.38 56.22 34 5'48'56' 372.00 37.76 37.74 18.89 46 3'59'55' 41&00 29.87 29.86 14.94 3 N.45'09'17'W. - --28.28
<br /> 11 36'40'02' 70.00 44.80 41.01 23.20 23 17'29'37' 400.00 122.13 121.66 51.54 35 8'M.4T 372.00 55.92 55.87 28.01 47 7'26'0T 428.00 5&54 55.50 27.81 4 N.44'50'43'E. T 28.28 '
<br /> ES TA T
<br /> 12 3'28.34• 70.00 4.?5 4.25 2.12 24 1'46'25' 400.00 12.38 12.38 6.19 36 1'34'26• 372.00 10.22 10.22 5.11 48 4'34'07' 428.00 34.13 34.12 17.07 5 N.41'16'55'W. 26.31
<br /> 86--037
<br /> V �.
<br />
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