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CURVE, DATA,, TA&E <br /> LOT s NO DELTA RADIUS LENGTH CHORD CH.BEARING TXACr W. 5418 <br /> 80 117002 ?8i�1'12" 55.00' 74.89'169.24' S5042'26"E i r SUBDI WS/df�S OF SAN J©AQUIN COUNTY <br /> 81 117W I <br /> 82 11700 3 4174'35" 55.007' 39.75' Mo N69'34'41"E SEE SHEET 3 FOR ADDITIONAL NO TES, LEGEND, low <br /> t' <br /> , . , <br /> 83 11700' , 4 417435 45,00 3252 31:82 S69 34 41 W REFERENCES AND BASIS OF BEARINGS. CHESME40%= I w <br /> 84 14195 1 51 ,38-25'03" 45.00' 30.17' 29.611 N7030131'1W 61 <br /> 85 9875 6 ` 3875'03- 52.00' 34.87' 34 22' S70`30'31"E Off' <br /> 86 1 8750 a BEING A SUBDI VISION OF A PORTION OF LOTS 5, 6 & RESERVED, AS <br /> 87 8935 7 5037'2t" 52.00' 45.64' 44.4x' N64 58't7"E SHOWN ON THE MAP FILED IN BOOK 3 OF MAPS AND PLA TS AT <br /> 88 ' 7544 ; 46 72-5523" 55.00' 70.00' 65.37'1 S48'09'28'E = / , <br /> 89 17848 47105#05'53", 55.W* 4.89' 4.89' s8770'05"E PAGE 57, SAN JOAQUIN COUNTY RECORDS AND LOTS 66, 67 AND 102 <br /> 90 1471349 28 6'54" 55.00' 27.79' 27.49' N75'48'31"E TORNG4 CLIFTON ! o"� = s $ s: AS SHOWN ON THE MAP OF CHESAPEAKE N FILED IN BOOK 38 OF <br /> 7843 <br /> g2 50( 1277'41', 55.00' 11.96' 11.94' N552?6'14"E ---4' -- - ! q jJ MAPS AND PLATS, AT PAGE 89 AND ADJUSTED BY LOT LINE <br /> DRIVE (R11) COURT - r- s- ADJUSTMENT NO. LA04-04 FILED AS DOCUMENT NO. 2004-162645 <br /> 93 8545 ' 51 264642" <br /> 45.00 21.03' 20.84 N7679 41 W <br /> 94 9579 52 11.3821 45.00' 9.14' 9.W N57'07'10"W `z N024 24"Ems. l -z SAN JOAQUIN COUNTY RECORDS LYING IN A PORTION OF SECTION 18 <br /> 95 130 " . s i o.2r �1 = T.2 S., R. 8 E, AND A PORTION OF THE NORTH HALF OF THE <br /> 9 11775 53 00107'28 28700 a62 062 Soow 41"W r - <br /> f NORTHEAST QUARTER OF SECTtUN 19 T. 2 S., R. 8 E. M.D.B. & M. <br /> 97 11700 54 ao'p7'26' 25000' 0.54' 0.54' sort7o'41"W 3r 3r ' '`` 5 <br /> 98 11700 55 00't77'2e 21,30' 0. <br /> o46' 046' SLXlWw"W CI TY OF RIPC o <br /> s9 11700 . . . = SAN JOAQUIN COUNT?; CALIFORNIA <br /> 60 o02?r26 21,100 0.46 a.46 No07Q41 E <br /> 1 13142 61 002?r26" 250..00' a.54' 0.54' N0020'41"E DETAIL "D" <br /> 101' 1 79# - <br /> 62 00117'26 287.00 a.62 0,62 No07041 E �� N.TS N076 58 E- <br /> • MOAPSON-HYSELL ENGNEERS <br /> i 027' _: <br /> 7111 59A DIVISION OF THE KE17H COWANES <br /> 13 7� 71 70 - <br /> 1016 12th STREET MODEM, CALIFORNIA <br /> i z <br /> APRIL, 2004 <br /> i ► IV E` 511-1 'r 4K-P- ll 57CIS <br /> i <br /> DETAIL "A <br /> P, 33-3 CAJESAFF1 <br /> 70 ,. <br /> \ 33-8-- <br /> 531 <br /> �•+` Jit <br /> JJ, P, J J 8 <br /> r <br /> 5� JJ JJ <br /> 55 lkz I . 51 5.3 54 <br /> r <br /> ttI <br /> 524LEo <br /> 37' 4 1 SQ <br /> N88:56 <br /> " ND76'W.*E <br /> 35 <br /> • (Rll) <br /> PAUL CtJ�f` N 889.3'02' W R' 74.01'(MXR11� 4550'(IWIXRII) ,� HALLER COURT JF <br /> _ - _ ` (R11) l�,r-5 DETAIL "D" 670.00(MXR11) _ ��'� 1 <br /> N7818'10 1 �..-., (R11) 320.00'tAl)(RII) N44"4.3'0�"W-^�_ -`"�" � ,,--N45'76'58'E 35000'(MXR11) R11 <br /> 1p,},65 N89'4302"W g'�'`� 21,21(M)(R11,?R11 r 2t 2I(� xkl1) ;� ( ) <br /> (� <br /> 7 o �""� �� ' \ 40.00'(MXR11) �'� �#�,r.��`•-�- N89'43 02"W 161.86 M R11 --- ) 1 __ _ .^--- N 89'43'02" W 184.73'M R11 -. `:/ 1 (R1 t) 7 <br /> • '�`i' I _ ' I' _ _ _ _ �`� 65� 70 4�>7 ' `� 6 (M)(R11;� ,, Z3 `- <br /> 2s 8s 7o,Do ¢5.00 i f <br /> �R11) O,�k \ �1� - - - \ _ _ N89'43'02 <br /> TOD <br /> � •� s , Na7iJ � .... ,« (R11)_ ; -j ..- ' � � - � 51 ..1. �'�iyr�;-1aPUE 1 W. --�' '� W r0PUE (Rti5.100 .:RI1.o0 37.- _ _ _ _ _ _ _ - I. ( ') 60 1 1' 62 ) 1i . y T 4_ 2 3. - ' �. N-t _ - _ . _ �+► _ _ _ c �,,44 t-. ,4, � _ _ _ � + _ - � � � +�tt� �.s �;� _ _ ; �`' � 0/� �� tO�UEuJ� � N89 43 02 W 17580(MX!?11)'441 88 $ �J� i$ .v ui $N N ��' 'cin, $, ,, �� [^ o ' ,, ? (Rl124.80'(M)(R1l) R11/ h t �: �` N a� rcO•ci ! q .V 94 = 9v� v, .a ^� 2a a;. �� - o r ' ( )88 g # g �- w * � g �- 92 � -- 9 ' � 9020SEE DETAIL A 27 ry PROPOSED87 7.92'ti3r3r 110' SLOPE EASEMENT . ` N421'14*E `(R11) 101 SEE NOTE 7 32.76 ��W8 � - - - .- - - -,- - __ - <br /> _ -, 53 - - - _N 89'43' .^" W 309.78' »'12s.89' 7 2G- . 02'--- i0 0a'� - -?9 78 _ 5 oy 55: - -8022- 19.'?8 :. "711.D0� - 8GQ51' X 159,27' - �``"; �,�'''N 76 5 <br /> 1 - 1 N 8943'" W N 50.31' 39 78' 90. , <br /> 90.00` 9a oiy 90.00' 90.00' 110.7$' �` <br /> 00 9000 90.Da w �r <br /> 10' SLOPE EA EMENT �1 wv�,. (j 3r -. `' AN89'4.3'n2"Nr 1 <br /> SEE NOTE 7 1 �•tJ qp 13001 , <br /> wa <br /> N L18 <br /> 4 <br /> 9 98 $ 97tu pr <br /> 98 - , <br /> �. $ 99 <br /> $ $ $ $ � � N g --r6 w 100 `` � , ►� 51' <br /> EXISYNG 74 eW <br /> 1 1,W.G ( 3r 3r ( 1'W O a 1'N!C ik . �, f� LATERAL V EASEMENT <br /> ( y) _ /.--IOPUE _ < 1 �, Wa - ? (m') IOPUE (Trn) iy�� ,� 70 BEABANDIJIWO <br /> - - _ _ _ _ _ T _ _ - - ,- - - - -meg 9 sr. `�- - - - - - - - - - - � BYSEPARAIFINSTRUMENT <br /> 90 00 90.Qa' 90.Da " 9400 87.78 __•� r1k4 , 3 77.00 90.00 90.00 ~90.00 90.00 86.00 �° �► SUBSEQUENT 70 MING OF AMP. <br /> N 8943 02 W 806.47' 4 �,y'�•- N 89143'02' W 523 00' <br /> rSEC. 17 <br /> -�_ .. _ _ _ _ _ _ _ _ _ _ - -_- - - _ - _ _ F.. / IRRIGAT70NEASf1tilENT <br /> -- - - - - -- - - __-- - - - __ _- + _ _ _ � - - �_ _ _ _ _ _ - - - - - - �- - _ _,�_ _ _ - _._ -� �� - � DI� 20Anoti76a <br /> N 89-43a2- W 2209 76' (T) _ __ <br /> 92635' 67800' - J - <br /> W�'ST COLONY ROAD W 'ST COLONY Y ROAD a 2 r 2761" �'�'�� j I.M 20loN EAST <br /> _ _ _ - - - - - - - - - - $ .. , ,� - 2oo4-x97545 <br /> �, SEC. 19 i «� <br /> u' a Sir Ci 20 <br /> s <br /> 3r 3r6 5 ¢ 2 W \'�--FOUND 3" BRASS DISC /N <br /> 12 �1 10 9 8 7 � SHCONCRE OW, N MSTAMPO AS <br /> ONUMENT <br /> WELL <br /> 51' PER m"& P. 38-4 SJ.CR . <br /> (RIO); SEE SW ET 3 FOR <br /> DETAIL Gly- MONUMENT <br /> 20' <br /> I:\276890%unit 4\s5-u4-fm.dwg, 09/17/2004 01:59:45.PM <br /> SEE SHEET SHEET 5 OF 8 <br /> 5040D <br /> • <br />