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BITUMINOUS <br />CUL-DE-SAC <br />EXTENSIONS <br />I` <br />I <br />I <br />I <br />I <br />\ 1 \ % IN \ 1 CASTG SEE CSP 2507 _ <br />1 RIM (2 - \ <br />1t`NV (NE)=NE)=898.32 <br />\ 1 1 1 I I <br />SCALE D IN � f[ET <br />. <br />tliS <br />GENERAL NOTES: <br />- <br />LOW POINT ELEV = 901.15 <br />- LOW POINT STA = 1#73.34 <br />HIGH POINT ELEV = 902.38� <br />- <br />1. SEE SHEETS 9-10 FOR ADDITIONAL <br />STORM SEWER INFORMATION. <br />PVI STA = 1+B6.60 <br />HIGH POINT STA = 2+61.88 <br />LOW POINT ELEV = 901.76 <br />+ <br />PVI ELEV = 901.00 o <br />PVI STA = 2+50 <br />-= <br />LOW POINT STA = 3+56.64 <br />-= <br />2. SEE CSP 2010 FOR STREET <br />CONSTRUCTION. <br />A D = 3.901 <br />K = 15.76 <br />m PVI ELEV 902.54 n <br />i9 A.D.'=-3.2111 <br />PVI STA 3+50 <br />'^ W'PVI ELEV '='901.68'�n <br />®� <br />910 <br />3. SEE SHEETS 27-32 FOR PEDESTRIAN <br />¢ <br />N <br />_ <br />+ <br />w o K = '15.20 r+i m <br />36% w m <br />N+i AK <br />¢wNm'^ <br />'', <br />CURB RAMP DETAILS. <br />vl <br />o SD' VC <br />11 N <br />50 VC N <br />= 31 <br />II W 50, VC <br />rn II m <br />L> 3 wl <br />_1905 <br />4. CATCH BASIN FRAMES IN SURMOUNTABLE <br />CURB SHALL BE PLACED PER CSP 2005 <br />REFERENCE NOTES: <br />> <br />> > u <br />m I>" W <br />m m > <br />�i» <br />, <br />( CONSTRUCT STRUCTURE PER CSP 2500. <br />—75�— <br />2 43% <br />-0.86% <br />- - <br />® CONSTRUCT STRUCTURE PER CSP 2502. <br />900 <br />N `O 0.48% RCP (CLV) . I . . o <br />�oNw - mm - roil 1 <br />;ni�l 51 LF 18" RCP (CI) <br />z 3 r^ 90LF 16" RCP (UV)a <br />885 u�iurc?? 'oa�i . .0. 0.49%. Nei c¢irc?.z> ''�885 <br />M > — <br />$o — — <br />bio <br />880 seo <br />O+00 1+01) 2+00 3+00 4+00 4+50 <br />DATE REVISION mN'. N <br />n, s,a„ a, N °°""°'° ` 61GXCii RUM RIVER STREET AND STORM SEWER 19' <br />om °°lr LI°°", P °° ° so.1 THE VILLAS AT FILLMORE 177TH AVENUE <br />Dole 7/12/2Z RAIG J CH M, P.E. o�eaae9nmz wa�se�am F .32 <br />z3ast ���iAE CITY OF ELK RIVER, MINNESOTA IHIITI <br />