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EDGE OF <br />PAVEMEN <br />SIDEWALK CRITERIA <br />OMAXIMUM SIDEWALKRUNNING SLOPE <br />1:20 (1/2" PER FT.) <br />OMAXIMUM SIDEWALK CROSS SLOPE 1:50 <br />(1/4" PER FTT) <br />O WHEELCHAIR RAMPS 1"-12" MAXIMUM FALL <br />WHEN APPLICABLE. (NOTSHOWN) <br />®EXPANSION JOINTS 30 O.C. AND BREAK <br />JOINTS 6 O.C. MINIMUM 4" CONCRETE . <br />DEPTH <br />E H 8/*NO W[RE M 18ES- CM <br />CENTER EACH <br />OSHOULD BE SET BACKA MINIMUM <br />OF ZFEEH. <br />SIDALTFROM THE RIGHT-OF-WAY LINE TO <br />ALLOW FOR UTILITY MAINTENANCE ACTIVITIES. <br />DRIVEWAY DETAIL SHEET <br />PAGE 1 OF 2 <br />(SEE ALSO <br />D W-013. D WG) <br />NCRETE <br />E INTT COURB� <br />DRIVEWAY APRON CRITERIA <br />®MINIMUM CONCRETE DEPTH 4" NOM. REINFORCE <br />WITH 46 6X6 W VM. MINIMUM 2500 PSt CONCRETE. <br />O MINIMUM OF 6" CONCRETE ATCURB LINE ANDTAPER <br />TO e AT SIDEWALK REINFORCE WITH REBAR AND <br />DOWELS INTO PAVEMENT. <br />REINFORCE WITH #6Sk6 WWM OR <br />#3 BAR IS" ON CENTER EACH WAY PV) OR <br />94 BAR 24" ON CENTER EACH WAY (1/7D <br />QRADIUS <br />(A) RESIDENTIAL 2'TO6 <br />(B) COMMERCIAL 10' TO 1 <br />® EXPANSION JOINTS - DRIVEWAY APPROACH <br />®DRIVEWAY RADIUS SHALL BLEND INTO THE CURB. <br />THERE SHALL BE NO SHARP CORNERS ON THE <br />RADIUS: -- -- -- - <br />WIDTH OF LIP TO EQUAL WIDTH OF CURS <br />DEPTH OF LIP MINIMUM 2" NOM. <br />O MINIMUM WIDTH 12' <br />I RESIDENTIAL <br />MAXIMUM WIDTH 25 <br />MINIMUM WIDTH 20' <br />COMMERCIAL <br />MAXIMUM WIDTH 25 <br />(CR7sArmo%marEnx9 <br />DRIVEWAY APPROACH FOP, CONCRETE STREETSW" <br />5i"ANDARD DRNEWAYAPRON &SIDEWALK <br />C ITY OF 1A PO RTE <br />604 West FatrmontParkway <br />Planning Deft./Engineering DIv ` <br />La PoAc, i ems 71571 - <br />281-471-5020 <br />DATE: NOVEMBER 2005 1 DRAWN BY; JR CHECKED BY: RO APPROVED BY; RS I NOT TO SCA1 E DWG. NO.; DW-012 <br />