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\ 00 I , <br /> MIDPOINT OF PROPOSED ASPHALT <br /> PAVED DRIVEWAY ENTRANCE <br /> STA 16+54.5, 8.6' LT <br /> COMPOST AMENDED <br /> VEGETATED FILTER STRIP I <br /> / r <br /> °F <br /> APPROX 1,575 SF / ♦• p <br /> ASPHALT DRIVEWAY / ♦♦♦ 0+16 <br /> EDGE OF PAD ..:,. � I <br /> ° <br /> ELEV. = 10.0 w <br /> STA 16+46.4, 148.6' LT T �. ,... . <br /> }' :.. STORNMFILTER° <br /> 12 CPEP DISCHARGE Jo..: . :1:$".:CARTR:IDGE: ' . oColtk� I <br /> PROVIDE ROCK OUTFALL p <br /> �..... . 1� I SIN. <br /> .. :. :, <br /> PAD PER DETAIL }' ` ` ' I <br /> ' S 1E. <br /> Dt~.TAIL.SF#EET'C3:7::.. `. : ' :..:...:..... ..: . Y'•._ :� ,. '.-. \. ::.:,..,.:; I <br /> 4.00 <br /> • <br /> aPPROX0,. . \'.. <br /> : 045 .: . <br /> ■ . I ° <br /> R TA <br /> �..��.� • I <br /> c , <br /> `o • /. c w <br /> B 4S11V`:Q: � / <br /> cw <br /> ■ <br /> . . 9.99 <br /> • c� .:. ./. a:.. / <br /> d , <br /> EDGE OF PAD,' <br /> ELEV. = 10.0 tiJc00'.; .':` . :. <,EAso ST <br /> /.. : <br /> ... ....... <br /> :. . <br /> / —STORMFI / ga <br /> ( ...: <br /> :...: .. .... .... 27" CAR�FRIDGI :. <br /> / r �y <br /> STA:13+67; �;10E.2':.LT, 0 <br /> lo` <br /> E:DE AIL:SKEE°C:CS;1-'� <br /> ow <br /> •� Abp <br /> a / <br /> o <br /> to l <br /> lo <br /> \ \ STA 12+.98:5:20:.�4LT ..:, ....;�.. '�'9;t . ' <br /> ./ �.00 12" CPEP DI.SCHARCE:.. <br />\ a \ r •••♦ PRROVIDE ROCK QUTF'AU. '.: .;: I , } <br /> \ \ ` Pi4�;PEFt`DETAII ::_ r ... / / I I, ° <br /> `` ..� ,I } <br /> 8� <br /> / O"P \ I \ \ ,___\ \ \ \ TOP' <br /> / _ I <br /> \\ \sue \ �`� \ \ \ � � ' ... ,.� <br /> olp <br /> oNp <br /> \ \ \ °"per E�\ \ \ � \ \ + <br /> --35°LF 12" CPEP TOF\ \ \/�° ♦ of I I <br /> / Op S = 0 1'2aZT/FT <br /> / I °p\ <br /> CONNECT FRONTAGE TO <br /> EXISTING CATCH BASIN / I \ <br /> I . <br /> 1Q+ . SD <br /> / O\T I \ <br /> \ EX. SDCB� <br /> \ \ ` RIM=6.05 \ °"p <br /> IE (S)=1.20 — <br /> \ E (N)=1.20 20 pEX. SDCB <br /> RIM=6 355 �� 8TH pLACIF <br /> \ <br /> IE (N)=1.30 +00 <br /> 0 30 60 I <br /> Feet EX. SDCB N �� <br />\ RIM=6.71 \ <br /> II VERIFY STORM PIPE <br /> w <br /> Qi CONNECTION. PROVIDE \ <br /> � MAINTENANCE AS REQUIRED <br /> / INTERSECTION <br /> ROSS ROAD STA 12+36.26 = <br /> \ 28TH PLACE NE STA 20+00.00' <br /> FIGURE 3: DEVELOPED CONDITION <br />