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e <br />r <br />SIDE ROAD "F" <br />STA. 195+83 LT. <br />SCALE I% 4d <br />1 <br />ITS 11 14 <br />ESQ. CONC__CURB _-" 1 <br />F. L. 7570 i <br />I"INLET T`�PE ;-R_R_EQQ--,, EN' <br />4�����/ <br />END CONC. C ySiR <br />F.L. <br />.' <br />F.L/END_ CONC. p1R8 <br />. <br />/ O. �C)j Fye <br />24•%2 few 5 INLET EL <br />ET 7b1 'lief` I_-18'xe C.P. REQD <br />DI .73Z`F13 -- <br />2N_LETLD a <br />1 F <br />7.'. TOPL. <br />b m <br />5 \ C011C._RB <br />F.L. 75.40 <br />2 <br />_.. T -_18'k24' C.P REOD <br />CE DISCH. 70.8- -- -- <br />Di3CH. 70 (: -' ENT1 _ STATTION <br />C.B. TYPE _I_ CONC. CURB AROUND <br />\t9 INLET EL. 75.00 - TRAFFIC ISLAND <br />+ ` STANDARD MARKER POSTS <br />F.L 96 •` 1-?� I -70•](J2§'. R.C.C.P. S.SRE�p.iAT ISLAND CORNERS <br />INLET 70.7 DISCH. 700 •d - I <br />CURB FACE I• -6"R <br />F.L. 76.54 <br />�. <br />P.E. <br />✓'%LO \ 4 _� - I" RAQ.2j i _ R� TRAFFIC ISLAND <br />GRAVEL SURFACE <br />\4•. ` F L.. 77.00 f` o <br />SECTION NAR _AN <br />.. CONCRETE CURB <br />LIMITS O� ��CROS'S PLAINS <br />k. 199+05 <br />L E 1"= 4 0' <br />SIDE ROAD "G" <br />STA. 74+00 LT. <br />SCALE 1"=40' <br />INTERCEPTING EMBANKMENT <br />SCALE 1" = 5' <br />�., YIQT TOT4 � <br />CS 0255(61 2.1� _ <br />INTERCEPTING -7 -� <br />MBAMKMENT I F <br />I- <br />1., 1 s <br />SECTION A -A t <br />IS' _ <br />#-4 F. SHOULDER <br />2' <br />SECTION B -B <br />I' <br />f e — ------ — ---- B <br />NOTE TO BE CONSTRUCTED OF MORTAR RUBBLE MASONRY <br />A OR SUBSTITUTE GRADE A -A CONCRETE MASONRY. <br />SCALE • 1" • 10' <br />DETAIL OF FLUME <br />STA. 152+85 LT. <br />SECTION A -A <br />SHOULDER- LINE <br />PLAN VIEW <br />DETAIL FOR RIPRAP BREAKER WALL <br />STA. 117+55 <br />STA. 155 +00 <br />tr <br />DETAILS <br />AND <br />i <br />INTERSECTIONS <br />i <br />SCALE AS NOTED <br />i <br />W LINE <br />