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Home My WebLink AboutZ-8490 Map 3�--- 0��\S O Ct7 30' 3.0 L"4 r4,4 CnCn I I w�r',44 CzI (Z� c� o �� w c� Cn U) Q�ulrw� U� c- ct� cam, a, �, EF-259.00 f � ' l C 30' asphalt alley 100.0C ' 0 / / / CA CD / /' ' / /' ' fv I" 1 8.00 D CD ex. asphalt A SHER A VE . 00� v vI 6.75 0 CD 6.75' 6.75'KXZ SET �11Z2"l IROPIN 10 U 10 Scale 1 " = 10 ft HEAVY DUTY PAVEMENT 8" SB-2 3" HMAC LIGHT DUTY PAVEMENT 6" SB-2 2" HMAC 30 CONCRETE DRIVEWAY APRON & CONCRETE DUMPSTER PADS 8" THICK 3500 PSI CONCRETE #4 REBAR ® 6" O.C. EACHWAY 4" SB-2 SIDEWALK 4" THICK .3000 PSI CONCRETE NOTES: 1. DIMENSIONS SHOWN ARE MEASURED FROM BACK OF CURB. -tt&� 6A Pv-, )6--c DIMENSION & PAVING PLAN P- [u C_ b) I 4/s-tag 40 3(, - CONSTRUCT CONCRETE DRIVEWAY REGISTERED APRON PER AHTD STANDARDS PROFESSIONAL ENGINEER $ ® WHITE-DATERS & AS.4©CIATES, LVC. v � PVC41 11�V � C L U B * OCIVIL ENGINEERING, LAND PLANNING & DEVE.OPMENT, SURVEYNG TIMOTHY E. DATERS S No. 5033 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSLS 72223 Reed 12-10-09 Date 10-30-09 Hor. Vert. Scale 18s 10, Sheet C2 of C8 I Survey Br I Dran By: I Chocked Bb I APCroved ft I LITTLE ROCK, ARKANSAS Job No