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HomeMy WebLinkAboutZ-4104-B Map 19 RECONSTRUCT EXISTING CONCRETE DRIVEWAY _ _ _ITT T_E_R_S_TA STANDARD _ INTERSTATE — — — — — — — — J I _APRON PER AHTD _ 1I W11 „1 (ARK STATE FRONAGE ROAD) — 1 O4 m1 o I LI 656 If or 0, s _CONSREfE lI PER AHTD � b ro r8J S 4 v Flo , [cis =m o ; -cam: ed" 6fia9 co it , Q ease 1 uD ° J3a� - °D 1 °D r--1 r-, s - - o 02 X :t L---J El L +- J X L - -� r-- + � f. T_ FF--- �IOIISTRUCT CONCRETE MPSTER ii-;; ---� r- �{{+ + -I 0 r jt+ L_i_ _ 0' S O _ CONSTRUCT CONCRER� DRIVEWAY APRON PER D STANDARDS , E C Locations 256 It apart --__ — — — -- --- — — — -- — .o I �0 9 I T-T CONTRACTOR TO OVERLAY THIS PORTII OF THE EXISTING PARKING LOT. OI 46 I I a a CN In EXISTING DRIVEWAY APRON © wJ CIVIL 0 24 F Survey B F------- I r L 40 0 40 Scale 1 " = 40 ft HEAVY DUTY PAVEMENT 8" SB-2 3" HMAC LIGHT DUTY PAVEMENT 7" SB-2 2" H MAC 120 CONCRETE DRIVEWAY APRON & CONCRETE DUMPSTER PADS 8" THICK 3500 PSI CONCRETE #4 REBAR ® 6" O.C. EACHWAY 4" SB-2 NOTES: 1. DIMENSIONS SHOWN ARE MEASUREp FROM BACK OF CURB. 2. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR DETAIL ON RECOMMENDED PAVEMENT SECTION. k TERS & ASSOCIATES, INC. LAND PLANNING & DEVELOPMENT, SURVEYING LITTLE ROCK, ARKANSAS 72223 n By: I Checked By: I Approved By: DIMENSION & PAVING PLAN CRAIN CHEVROLET Revised Date 7-12-10 Scale Hor. I Vert. Sheet C3 of C 1 0 I ITTI C DAr%V ADVAAICAC .Job No. nQ—.r1QQp