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IW .. <br /> 303' <br /> J' 202' , <br /> 151 -30- 10 TAYLOR AVE <br /> " <br /> R� 286.9' 151 -30- 13 151 -30-8 <br /> F` <br /> L- '5%66' I <br /> 147-31-02 CH- s 7I'3d 56"E,334.13 O <br /> t.t_ <br /> U <br /> Z �, � /\ N < <br /> Q � ' cli <br /> � <br /> 151 -30- 12 z <br /> -- 9 / , Aror W 151 -30-9 <br /> R 244.09 -- --i `• �• • "'\ 78'00 E\ R-472.i�` I = <br /> \ �. �. <br /> L- 275.31 - ,\�,` 8. 9 \ L J8'4 ' <br /> L1 1-- <br /> 64037'30" � \ , A- 18,48'30" 0 R-457.51 I <br /> T -154 36 `. \ \ , �8. T•78 30 W, L-256.99 ' <br /> g / CH N 87'46 95 W <br /> CH=N 46'03'45'W 260.96 _ / 159.50' ' (!) <br /> z 147-31 -01 �\ '`•``•.I - T- 13198 <br /> CH= N70 <br /> S 78 0 7 <br /> 0 W •\ .`•. ' 138.7 ' 164.3 0' \ <br /> S <br /> o WORTH RD <br /> 303 / `• •`.\ \ .303 ! I �-18.82 <br /> 284.18' _ <br /> J `. ! - R -579.61 ' 50.5 <br /> R= 387. 51 <br /> PROPOSE . R/W WITHI \ •`•�:�. ~ \ - se24 ' �=2918'51•' 1 O= 7'33'58' <br /> CITY OWN D PROPERTY � •.'`•. 1 9 w _ - _ L=2%.54 ' <br /> 4 �� _ _ ` ``� �� CH- S ' 23'46 E, 293. 2' 8 CH 5S158'28' 59"E 51.13' <br /> 151 32 01 _ <br /> z <br /> -- --- 115 ;x. o - R=387.51; <br /> �, i \ 'y �- - N 151 -32-24 L= 54.04 ,I <br /> 147-31 /` -9 Io 0=759 23 <br /> -- Q 1.51 _32-02 - � °' ` p ---- 'CH=NBC�Cg 'V� <br /> -- --------- _ J51.5 - %L "� CV �R = 387.51 53.99 <br /> 303' 151 sl a' c+) L= 16.28' <br /> y 04I <br /> 3 oEXIST 93( CULVERT ` \ ( \ I Lo (CH=N W40'48 W 16.271 <br /> 8 151-32-03 R =439.61' ` 0104 - / 252.5- <br /> 808 � = 25"55'10" R- 27.51\\. � � .055x" 151-32-25 <br /> - L rn <br /> Z S L= 198.67 ' �i 7`45' I, o 151-51 <br /> CH-N 6741 ,197.18' L= 7149' ; , , ,, N _ - R=470' <br /> Z 151 - -04 CH-N34 28 ,71 \ .��� L=97-05' <br /> 303 ' �' ' 505 A= 11049' 53" <br /> s �8° oo w 214.05 s n6°oo�v 8895' - ' N�°s `S 78p 09W 157.0' ` CH=N 81'44' 02"W <br /> ANDERSON ST\ ` 3 - -- 96.88' <br /> }- 5 IN 0.5' <br /> 303' iy <br /> R-509.61 ' / p 151 -32- 14 - -� �; 53g��i� <br /> L= 377e6 ' -- - <br /> T- 196.09 ' w <br /> - - / 151 -32-- 8 <br /> �, � _ <br /> NOTE: CHANNEL NOT CONSTRUCTED CH- N 75 56 30 W1369.27I <br /> R=527.5) --- - co �\\ _ c/). � <br /> < Ri 400' L=30.93' �• <br /> TO 3000 CFS DESIGN SECTION 02.83 ° � I _ Q <br /> o � � =3 21 34 I-- , <br /> Q AT- 4%S44 CH=S85°12'04E130.93' � M R_330 <br /> 740" <br /> CH- N 79°31'08w, Z r- L= 21.854 `. <br /> = \\ <br /> eo.s 10254 O 34CH = N84'59 b <br /> Z 9 E, 2185 <br /> r" <br /> MORMON CHANNEL STUDY <br /> RIGHT-OF-WAY MAP <br /> • SCALE DEPARTMENT OF PUBLIC WORKS <br /> KJELDSEN , SINNOCK & ASSOCIATES INC . CITY OF STOCKTON, CALIFORNIA <br /> 0' 200 '' '� by I` �'��� C O N S U L T I N C C I V I L E N C I N E E R S SCALE 1 '-5 0' SHEET NO. <br /> APPROVED BY: DATE <br /> GE DESIGNED BY P C V <br /> 1117 W. FREMONT STREET Z�oSao <br /> tiu6n�inrJ DRAWN BY J B Q <br /> STOCKTON . CALIFORNIA _ <br /> 1208► ore •orae CHECKED BY Of� <br /> n �'.�_-- HEET3 <br /> Appf1e'' RECORDDWGS. ' CITY ENGINEER 101 NO. <br /> STOCKTON.CALIF. IC -1�? <br /> � 1- 1y7, 1 <br />