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31 � 1 <br /> Mp,�G NOTE: CHANNEL COMPLETELY CONSTRUCTED <br /> 0 �- <br /> � \ �� TO 3000 CFS DESIGN SECTION <br /> d C-1 - -- — <br /> r <br /> N , ul L) <br /> 147- 12-09 v <br /> s� \ R=3001 <br /> N 78'04'E14 <br /> _ L= 174-61 9G <br /> _ / Q=3310' <br /> — -� / R-342.72' <br /> ABANDONED L=169.11' � �� R. 640' <br /> CH N IC26 23 W, L- 270.82' <br /> \ 16780' CH-5,58'32'44," 26$81' <br /> HAZELTON 71.63- X61 1137-32-04 PGE PGE 149-07-39 <br /> 7822' ! HAZELTON AVE <br /> � 137-32-05 <br /> 1 i R=460 <br /> L-2-4707 �� R= 20, <br /> Q- 30'46 27*1 ` ' R = 3001 /L -20 59 _0 <br /> CH S 47'002'30 `, L s 229.33' ` CH S41 q 31 E1 1969 303' S 78'22' 37" W <br /> 244.11 , \ \ 2'> 43 047'55" _ THESE LOTS ARE W11 IN THE SrIZEEr R/W. <br /> 0 1 � \ R- 380' — — <br /> L- 51 <br /> 149 07 38 <br /> 166', � 149-07-35 5 <br /> L. LJ53 R=342.7' , �• T, 50 _ <br /> � <br /> L-27.2' _� <br /> EXISTING BOX CULVERT � 151.50' _ 4 149-07-41 <br /> 3 1 � <br /> 178 28 01 E <br /> L 14.71' N� <br /> dO <br /> Z S 6'04'09'6 w ,�' - <br /> 263' ) - _ _ _ cD <br /> - S 5�F`33 E 1125'----- --_ -- ' N 604 �11.23\ � - r N --- _ - - — - _ __------ - ----._-.___ <br /> 147 11- 19 1 _ �_ - - MORMON 0 �N i <br /> - - -- - s--- - - ---- -- - -- -- -- - - N 7804 E N C H A N N E L <br /> cli <br /> LLJ <br /> 14 7- 1 1 -03I \ �� R k� — 262.50 -0 160735 ' ----- -- -- ------ L — z <br /> R =39724' 460 ' <br /> 95iD <br /> L- .98' _ <br /> Q=1350'39" N�3 � 'Q 3241 45" — _ ------- — _ — _ -- _ <br /> ' I L1J _ 3 f z H - S 84'24'56 E 1258.95' _ _ V --- - ----" <br /> CH-N U III, 9575 R-367,24 �' Q <br /> LL <br /> LN76 28' OiE <br /> =99.85 ,'� - . i 303' - - — ----- — — - --- - <br /> v <br /> 202.2' Q Q=15'54'4 " 31.74' � � % / - � 1 ' 202 303' 101' ,1 <br /> �-- CH=N 4 10 20 w1 99.54. � \ � � '-_ � . ,�%' � -_ 303 <br /> Z — '� Z // 80.81 <br /> SCOTTS Ra 35409 `z ,� <br /> '0 80.8 <br /> L-72.90 M <br /> Q=11"4743' % .i// 147-07-37 :149-07-33 <br /> CH-N -?Z26'47'W 72.76' _ 147-07-36 _ <br /> �` ` N - <br /> �\ - - m i 37.1 N 0 <br /> --- R = 337' 80.8' � / - <br /> L - 206.65 % 471 N % 265 91 / 'r`' 0D 2525' <br /> Q= 35'08' 02" S 78'22'37' 303' N 79F�—U 202' <br /> CHAS 84'06'56E , 203A6' <br /> W <br /> 1-- SCOTTS AVE - Q <br /> c/) 0 <br /> — O <br /> w U S 78' 22' V' w 303' Q <br /> Q W U) oC <br /> Z 2 <br /> cr a <br /> � ell 0. F- J <br /> Z W <br /> y0 147-13-04 U 147- 13-05 <br /> 8Q8' �O <br /> 147- 13-03 <br /> o � <br /> 147- 13-01 N = MORMON CHANNEL STUDY <br /> Z <br /> RIGHT-OF-WAY MAP <br /> DEPAtD KJELDSEN , SINNOCK & ASSOCIATES , INC . CITY OF ENT <br /> of rug AL WORKS <br /> SCALE TAYLOR AVE 2 fl.—r,yi,.. C O N S U L T I N G C I V I L CITY OF STOCKTON, CALIFORNIA <br /> o' �I � `001 E N G I N E E R S SCALE l -5 O APPROVED BY: DATE SHEET NO. <br /> An fL C E DESIGNED BY P CZ� L 5 <br /> Itt7 W FRLMOhT SiFtLLi- Rubnunr,I � � z6sv� DRAWN BY J B <br /> STOCKTON CALIFORNIA <br /> o <br /> CHECKED BY _ ori sF+i;Ts <br /> 12091 916 U.'68CITY ENGINEER 10S NO. <br /> RECORD DWGS. STOCKTON, CALIF. £ �zu� <br /> 13d". 1 <br />