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HomeMy WebLinkAboutZ-5461-A Map 870.00 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 T 10.00 20.00 30.00 40.00 50.00 60.00 70.00 ASPHALT 1+ 325.00 Orig_Surface BINDER Orig_Surface 325.0Q_ 320.00 SB2 �CURB-AND-GUTTER 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:OrigrSurface ASPHALT BIOrig_Surface NDER 330.00 13325.00 325.00 13 + SB2 CURB -AND -GUTTER OO 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 00 SB2 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 Orig_Surface 35.00 325.00 -ASPHALT 325.00 1 - - OrigSurface _ BINDER (� Orig_Surface / 11CURB_AND_GUTTER + 330.00 00 SB2 -' 330.00 11 + 00 15 320.00 + 00 � 320.00 15 + 00 SUBGRADE CURB -AND -GUTTER 325.00', 325.00 315.00 - - - SUBGRADE 315.00 STA =11+00 THWORK THWOF DESIGN EAR ORIGINAL L =332.69 STA ORIGINAL =15+00 L =320.41 FILL AREA 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 B Bond Consulting Engineers DRAWN BY: DS C 2601 T.P. White Dr. E Jacksonville, Arkansas 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: 1" = 5' VERT. DATE: JULY 2001 SHEET OF 3 4