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<br /> <br /> 0 500 1 000 2000 3000 <br /> ~ --- -- -l <br /> SCALE: 1.-1000' <br /> ORIGINAL SCAlE <br /> KEY MAP: <br /> FIG. 111-2A <br /> ~~ <br /> '-'1:> 1...,.:lEl <br /> ===....:... -===::.:. <br /> FIG. 111-2C <br />~ LEGEND: <br />;:; @ SUB-WATERSHED DESIGNATION <br />:::: <br />0.. . MODELLED OUTFLOW LOCATION <br />~ <br />1> & <br />0.. DESIGN POINT <br /><5 <br />\Ii <br />OJ IT] CONVEYANCE ELEMENT <br />0.. <br />N <br />:> @ DIVERSION <br />~ <br />~ @ EXISTING DETENTION POND <br /> -"\ <br />"' /143' ALTERNATIVE DETENTION POND <br />~ , I <br /> '-- <br />!i - WATERSHED BOUNDARY <br />0 <br />~ SUB-WATERSHED BOUNDARY <br />~ - <br />..; ROUTlNG PATH &: <br />~ <br /> <br /> <br />-16 <br /> <br />w~c tNGINEtRING. INC. <br />_ scum CHERRY S1REET. <br />SUITE 404 <br />DEN\IER. COLORADO 110222 <br />PHONE NO: (3031757-8513 <br />FAX NO: (303 71111-;5201l <br /> <br />OESlGNED GPB <br />DRAWN JLW <br />CHECKED _ <br />REVISED --U.!:<L <br />AS-BUILT _ <br /> <br />DATE <br />DATE <br />DATE <br />DATE <br />DATE <br /> <br />06-19-95 <br />06-19-95 <br /> <br />(1~J . '1 .96 <br /> <br />MAJOR DRAINAGEWAY f-LANNINI.:i <br />BIG DRY CREEK (ARAPCO) <br />AND TRIBUTARIES <br /> <br />SHEET 2 OF 3 <br /> <br />SWMM ROUTING ELEMENTS <br /> <br />FIGURE <br />1-28 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I, <br /> <br />I <br /> <br />I <br /> <br />I: <br /> <br />I <br /> <br />I <br /> <br />I. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />