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HomeMy WebLinkAboutZ-5461-A Map 1213 s, A t 70.00 60.00 50.00 40.00 30.00 20.00 10.00 T 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 C, 10.00 20.00 30.00 40.00 50.00 60.00 70.00 ASPHALT 14 325.00 Orig_Surface BINDER Orig_Surface 325.00 SB2 CURB _ AND_GUTTER 320.00 320.00 STA =14+00 SUBGRADE ORIGINAL -EL =323.48 DESIGN EARTHWORK DESIGN E =323.48 FILL AREA =0:05 - CUT AREA =22.31 VF =33.57 VC =77.77 .. �. 330.00, Orig_Surface ASPHALT BINDER Orig_Surface _.330.00 13 325.00 _ � 325,00 13 + I + S132)CURB_AND-GUTTER 320.00 - SUBGRADE - 320.00 STA =13+00 ORIGINAL EL =326.55 DESIGN EARTHWORK DESIGN E =326.55 FILL AREA =18.07 CUT AREA =19.69 VF =75.89 VC =46.95 335.00 335.00 ASPHALT 12 330.00 Orig_Surface - BINDER _ Orig_Surface _ 330.00 _ 12 + . 00 339 _ 00 S132 CURB -AND -GUTTER 325.00325.00 SUBGRADE STA =12+00 ORIGINAL EL =329.62 DESIGN EARTHWORK DESIGN E =329.62 FILL AREA =22.90 _ - CUT AREA =5.66 VF =76.77 VC =37.01 ASPHALT 335.00 _ Orig_Surface BINDER 0rig_Surface _ 335.00 _ 325.00 _ _ - __ ASPHALT 325.00 Orig_Surface BINDER Orig_Surface -AND 11 330.00 � se2 330.00 11 + 15 320.001 + - 320.00 15 + + 00 � , SUBGRADE 00 00 _ � CURB'^AND_GUTTER 00 SB2 325.00 ', - _ _ _ _ 325.00 -_ 315.00 SUBGRADE 315.00 STA =11+00 DESIGN EARTHWORK ORIGINAL L =332.69 STA ORIGINAL =15+00 L =320.41 FILL AREA =18.55 DESIGN E =332.69 DESIGN EARTHWORK DESIGN E =320.41 CUT AREA =14.33 - FILL AREA =5.02 VF =34.36 CUT AREA =30.87 VC =26.53 VF =9.39 VC =98.48 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 JOB. No. 2764 Bond Consulting Engineers 2601 T.P. White Dr. Jacksonville, Ark ansas Prepared For: DON RENSHAW 620 EAST MARKHAM LITTLE ROCK, ARKANSAS 72201 MABELVALE WEST ROAD IMPROVEMENTS CROSS SECTIONS - STATIONS 11+00 TO 15+00 MABELVALE, ARKANSAS 1 = 10' HORIZ. scALE: ," = 5' VERT. B C E DRAWN BY: DS DATE: JULY 2001 SOF 3 4