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. <br /> FEDEX: INFILTRATION BASIN <br /> HARDESON ROAD <br /> STORM DRAIN EXHIBIT: PROFILE VIEW <br /> SCALE: 1 "=20' <br /> 520 520 <br /> [ ____ <br /> 510 - 510 <br /> 500 500 <br /> __.._................__...........................�.................................................................__..._.......................�................................ .._................ ......................... ...__ ...................... ...... TOP QE SLOPE CB 15 <br /> _.... ..._ _... _..._.......__.....-...............---.. ..........---.__........._�_....................._..........._ECFV:.._484.00 _........ ....... .. �. _ _._........___--.._.........___.......... _.........._..............._.__.._..._... --._......._.. <br /> 490 -........_.__..........._.__..__........_....___................__-_........._._.__...__..................__..............._....__i..._......_..._.........__..._..__._..._........_........_. � ELEV.481.60 i 490 <br /> I <br /> —........._. _............... 50 PIPE EL RADIUS <br /> 480 --._.. _.. _..... _......... 1 ......_ _... _......... L...... 0 __ _...... 480 <br /> PIPE <br /> 470 — ANCHOR- _.__ .. ..._........._ — - 470 <br /> 5D4_PIPE_CL_._RADIUS_ ._ -.:.::. - — <br /> 460 _.,.......-_.____...:..........._--_...____..__..._........._....... —..._.. — ._..._.._. — ,�.._. - ..._.... ,..— —:..._._.._...... .......... — — — 460 <br /> I1 --_._.__....11_._..__....,111_2...........'_IPES...._C2_....__....__._...........-..._._..__._ INV 469 <br /> I ANCHOR__ _ ._........ —. _ ,%-SLOPE- <br /> 450 <br /> LOPE — — <br /> 450450 <br /> —_.._.. —.._._._.......— ..__...._F 0' PIPE CL RAM ._.. ---.... — — —._.. _......._.......__.._ ......... — ._..._.... — <br /> 440 — <br /> Re . . esie <br /> --- ---- --- -------- --- <br /> 440 <br /> 10 ifflirs)443 <br /> 0 <br /> 430 <br /> ..................................................................:....:..:...........................:.........................._...........' .y-..............._..._...................."'"1-'I•'•'••••—................................:............................:...... .. .:...w+...........{/..��.__-2:............__..............................._......_....................................................................................:..................................................................__.................. .. <br /> _1_1_1_1_1_. 3. 1 TO 2.1 <br /> ELEV:435..1.8--.. I. <br /> 420 - <br /> r 420 <br /> 9+75 10+00 11+00 12+00 12+50 <br /> START 3:1 <br /> RIPRAP SETTLING BASIN ELEV: 427.00 <br /> ELEV:426.00 12" PIPE OUTLETS <br /> ELEV:427.00 <br /> d <br /> ; <br />