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: xo�,t <br /> /37.40 ` 7' E 1320.14- <br /> RLC ASSOCIATES TRACT NO . 2145 <br /> CURVE DATA <br /> CONSULTING CIVIL ENGINEERS SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> CURVE ARC DELTA RADIUS CHORD LENGTH CHORD BEARING TAN LENGTH 903 W . CENTER STREET, STE . 2 <br /> Ci 48.33 2.22'37' 1165.00 48.33 N 76'13'43' E 24.17 MANTECA CALIFORNIA <br /> C2 157.47 7'44'39' 1165.00 157.35 N 86'29'42" E 78.85 (209) 239-8007 cu <br /> C3 111.51 7'00'19' 912.00 111.44 N 86'51'52' E 55.82 I BLOSSOM <br /> C4 v33 81 38 44 2 0. 7 7 '47 7.58 2 5 00 33.1 S 0 f5 E f <br /> V C5 39.81 38'44'22• 50.00 33.17 N 70'59'51' E 17.58 N <br /> C6 123.84 7'19'49' 966.00 123.76 N 86'42'07' E 62.01 <br /> -3 C7 15.27 0.45'04' 1165.00 15.27 N 89'59'45' E -7.64 BEING A SUBDIVISION OF LOTS 5, 6, - 11, AND 12 OF BLOCK 17 <br /> C8 63.14 3'06'19' 1165.00 63.13 N 88'04'04' E 31.58 <br /> cs 63.14 3'06'19• 1165.00 63.13 N 84'57'46` E 31.58 AND LOTS 5 AND 6 OF BLOCK 16 OF TRACY GARDEN FARMS IN <br /> CIO 63.14 3'06'19' 1165.00 63.13 N 81'51'27' E 31.58 LOT 87 <br /> SECTION 17, TOWNSHIP 2 SOUTH, RANGE 5 EAST, M . D . B . 6 M . <br /> cit 63.14 3.06'19' 1165.00 63.13 N 78.4509' E 31.58 FUTURE UNIT 3 , , <br /> C12 17.82 0'49'37' 1235.00 17.82 N 75'27'13" E 8.91 v <br /> C13 43.91 2'09.35' 1165.00 43.91 N 76•o7•f2• E 21.96 CITY OF TRACY CALIFORNIA ti <br /> 0 <br /> = w Cf4 58.37 2'42'29' 1235.00 58.37 N 77'13'16' E 29.19 � SCALE AS NOTED AUGUST 1988 , <br /> • z <br /> cu ( ¢ OF 111' S5 .1IF�t/T <br /> Z �--ro" 30MCONSTRUCTION <br /> EASEMENT <br /> FOLLOWING <br /> 0 BESCALE 1 60 ' 4 <br /> I � I THE FILING OF NOTICE OF COMPLETION - <br /> �� OF IMPROVEMENTS <br /> �' /5(v.OV' S 89'38'14' E <br /> P W <br /> ILLJ I .\4) N8�•�,s��E Nom• 1 �s' ze foo.00' - - - - - - - <br /> G 3'!Z'� I r--" S 89' '�'7'58'6 3/9 3(0' <br /> �- Z 3� 63.09' ZZ.37' 35.36' 56.00' 56.00' 56.00' 56.00' 60.00' n • <br /> m I Q I , •'� ,AS•6 N 19 63.09 �, o0 0 <br /> � �. \b ,� 1 h 79'55 63.09 w 20 <br /> \ ED <br /> �� �� �1��•13"��"E N 63.09' • N Ln : w w w w w o uw� <br /> 09' N r w m N N N N N O <br /> 3• r rn p cn o 0 0 0 0 o p o 0 0 0 w V S 89'38'14" E ;..•• <br /> ,o9.E 4. 19.tN r o 0 o m m o 14 N o 15 N o 16 N o 17 N o 18 N o (o m Vim - _ioo.00' <br /> - � i a° h�� �•� N7d'414 40.1 �, = C> 11 ow 12 pW 13 0 ^ 00 00 00 00 0 � 1 � � o�fl <br /> ----- - <br /> i2' �t 7' (,•E /�! / 1'1 57 0 0 0 10 0 0 N <br /> ,4 100.25' g Nae'O�' Nom' z a r� <br /> 57 71' N s m z z z z z z J o •" ? gym'' 21 00 � <br /> m /q' G o <br /> fl 1 4� c Io 46.00' 57.71' 57.71' N ✓ n 0 _1 9 0 o m f/D' ftJE `- --- Citi .4 z 'L�e i''�_o'_Pvt <br /> 0 2 0 0 �' cr Cf8 C19 35.36' 56.00' 56.00' 56.00' 56.00' 40.01' 4 •ti �- <br /> Oi cn w ,L I cn m '�; oco <br /> 8 `° m C�6 C17 S 89'37'58• E 299.37' ''� S 89'37'58' E $ - <br /> u� to W o o -- E 1=166.fB' i �F BO.00' (o <br /> ^ ~ o r w o °) o 7 0 �• m C N 82'42'13 N, - N I N 0 <br /> N w N o 0 0 o N pLy! 6 po a 37 C.329.39'3e• w=1235.00' �►, KAVANAGH AVENUE . ro o� <br /> SfUQ N O N p N tr <br /> �� 100.23' �+ r - o ro �' S N !.'330' 0'15 19 � S 89'37'58'_ E _ w � <br /> o iv o m l 3 y 4 0 o > m i� , `i ig 38� 161047 - �i S 89'37'58' E 341.37' 128.00' ;n �a Dry <br /> �, 1 I N m z m N 2- -p5:"N 82'42'13 E M i N <br /> o w o SL ,� m m �o' 6 e p� C< 2 s '� S 89'37'58• E '� N o 4 <br /> ip I • <156.80` ; C2 S 89'37'58' E 299.37' ,� hk 0- <br /> E -- - - - <br /> ti Z ���' Bo.00' <br /> �►�'Zy m " 82.42 21 i ��f C21 C20 60.24' 60.00' 60_00' 60_00' _40.00' s� lf�,�o, -- z <br /> S L=311.73' C-310.80' R=1i65.00� •1'i�ti C2? <br /> • ro,R4` r �,. w <br /> w 80.22' a� _ i D=f5'!9'53 0- f- .' nc� sem. u, cn w w w w w e �1��,a ��o'VUE - <br /> to c <br /> 22 <br /> �, .' .. . .� 'i' o of con G� p•Y <br /> o 0 <br /> aq•37.Al. F - .4a. i - ��X320 4' 82'42'21 �- r, '�° N o o 0 0 0 ' o cm m a o � <br /> d9 �-t " 30 29 N 28 N 27 N 26 N 25 N 24 s e9.3B 14 E <br /> N 132.21' 78.00' A<1235.00 < -'' a1 31 0 o `v N n cv n N ;" `� N '` _ o o 0 0 9 <br /> •4 gal D=15'19'53 ' w Cl m rn rn19 <br /> - N 0 0 0 o Q' N r zl I 100.00' A <br /> o�op Lo z Co <br /> $ AQ'37'eq• F 71n an i a o' m z z z z Z <br /> - - Lr) u+ Nom,-y�'GS E N4!%G'/F'!c S/9'3J're k z 0 23 0 0 u <br /> - I a B3"TP',47'C 59.99' <br /> 40.87'_ 1913' bO.24' b0.00' 60.00' 60.00' 60.01' co co <br /> rn A 5 50 49 ,�, N iy�� S 89'37'58' E S 89'37'S8' E S 89'37'58' E I --------o <br /> LOT �A� ' p m9 ��' y� N w 76.39' 113.01' 100.00' \' S�l 24E5' 189 38'14' E 1056000' � ^ <br /> cl� a N 1 <br /> FUTURE SCHOOL b <br /> SITE mLn <br /> - - - -- - -- <br /> JO' wp. wr O � 35 �, oq <br /> 32 N 33 34 •" m 36 _4 <br /> cn <br /> CURVE DATA N S m m /`21 <br /> L=22x Lij -::x <br /> CURVE ARC DELTA RADIUS CHORD LENGTH CHORD BEARING TAN LENGTH ,.n C23 C24 C26 /6 C � p• <br /> C15 58.37 2'42'29' 1235.00 58.37 N 79'S5'45' E 29.19 ' S. ` T pN I °°•'J s•'� �'� J <br /> C16 58.37 2'42'29' 1235.00 58.37 N 82.38'14' E 29.19 m 1 A�• R<94 00' S 89'37'58' E a o c' V1 <br /> Cil 58.37 2'42'29' 1235.00 58.37 N 85'20'43' E 29.19 10'20 50 - 3 7 w <br /> �` 76- Q= 5.11' 79.39' 30' TEMPORARY CONSTRUCTION EASEMENT \ <br /> 0 <br /> >, C18 58.37 2'x2'29. 1235.00 58.37 N 88'03'12, E 29.19 ' w 53' " 85 ii LO�JRT a o <br /> C19 20.69 0'57'36 1235.00 20.69 N 89'53'14 E 10.35 n C 169• (; L_ y 5,ly'37�as•e C o�� 2 TO BE ABANDONED 30 GAYS FOLLOWING <br /> C20 44.58 2'11'33' 1165.00 44.58 N 89'16'15' E 22.29 •� i6 g� 4 p o S 6 N <br /> a �, C36 c34 cis o 2 °',� o THE FILING OF NOTICE OF COMPLETION <br /> C21 65.45 3'!3'08 1165.00 65.44 N 86'33'55' E 32.73 �� --- ~ 3 20 �� 10 SSS• <br /> C22 47.43 2'19'58 o 1165.00 47.43 N 83'47'22' E 23.72 ^� v, w X33 4 S2. F z - OF IMPROVEMENTS <br /> C23 41.03 2'25'43' 968.00 41.03 N 84'15'04' E 20.52 lu, 4 1 l I W <br /> C24 56.00 3'18'53' 968.00 55.99 N 87'07'22' E 28.01 ' u <br /> a C25 13.53 15'30*35' 50.00 13.49 N 82'36'45' E 6.81 �, pD < Lo 38 <br /> h C26 26.81 1'35'14' 968.00 26.81 N 89'34'25' E 13.41 m' 01 12' m 40 4 39 H <br /> C27 44.19 50'38'28' 50.00 42.77 N 76'56'54' E 23.661 a 0 00.00' <br /> C28 20.27 23'13'47' 50.00 20.13 N 63'14'34' E 10.28 a <br /> C29 45.00 51'33.58' 50.00 43.50 S 51'56'53' E 24.15 n m � 42 Ni t^ <br /> C30 45.00 51'33'58' 50.00 43.50 N 0'22'55' M 24.15 �D - <br /> C31 45.00 51'33'58• 50.00 43.50 N 51'11'04' E 24.15 ' 0 0 59. 3. L 52.00 72.52' 107.13' <br /> C32 9.99 11'26'36' 50.00 9.97 S 56'36'54' E 5.01 T •p '1 \ S 89'38'14' E 231.65' ( - <br /> C33 45.50 52.08'21' 50.00 43.95 S 76'57'47' E 24.46 V_..4 T 100.00' 1 u <br /> C34 32.24 2'01'31' 912.00 32.24 N 89'2!'17' E 16.12 ' 9= - - 725,'27'17'46' 50.00 23.60 S 75'59'05' E 12.14 4 3 <br /> C35 23.82 <br /> C36 79.27 4'58'48' 912.00 79.24 N 85'51'07' E 39.66 a© <br /> C37 48.77 7'18'54' 1 382.00 48.74 1 S 6'19'21' E 24.42 ' -33 1 , 1 <br /> ~ N 87'20'06 <br /> :/ <br /> cu <br /> 5.4/. cAe. LaT ' ' <br /> MATCH LINE - SEE SHEET 3 i mi0o.00' I SHEET 4 OF 4 <br /> 6-58 <br /> �� loo <br />