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I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I <br />I I I-_+•_L I I I � I � I <br />I I _JI <br />I -- �___,'_ I I <br />---__I I 12SF TRUNCATED DOMES _I <br />— _ J IIIfQQQI��� <br />I 1 1 Z+a�SBB <br />.m s <br />N.e p o <br />- 3+00 <br />0 <br />4+00 I - <br />SB5 <br />____ I W <br />60LF 12' RCP ) I - <br />IO 1.40 — - 1 I - - - - _ - <br />CONNECT TO EXISTING €/ I - --S _- <br />---I <br />STORM MANHOLE 125E TRUNCATED DOME- --- <br />I <br />D TLET STRU`TURE SEE® III <br />1 __-_____ I..'{. ______1,J I i 20 D 20 b <br />SCALE IN FLET <br />... ... ... <br />... ... <br />GENERAL NOTES: <br />HIGH POINTELEV = 901.63 <br />HIGH POINT ELEV = 902.51 <br />1. SEE SHEETS 9-10 FOR ADDITIONAL <br />HIGH POINTSTA = 1+78.13 <br />oHIGH POINT STA = 3+69,62 <br />STORM SEWER INFORMATION. <br />PVI STA '= 1+53.13 ,,, <br />PVI ELEV.= 901.50.- <br />u1'PVI STA = 3+69.40 3 <br />d q'PVI.ELEV =. 9A2.56 <br />910 <br />2. SEE CSP 201a FOR STREET <br />CONSTRUCTION. <br />_ <br />O1 A.D. _ -2.0211 - <br />a 1° <br />c + <br />- ++i o A.D. _ -0.99% 0 <br />u <br />3. SEE SHEETS 27-32 FOR PEDESTRIAN <br />o <br />II <br />K = 24.BD o <br />+ <br />m 50' VC II II <br />II <br />K = 50.32 <br />II <br />SO' VC II <br />'^ W <br />905 <br />CURB RAMP DETAILS. <br />4. CATCH BASIN FRAMES IN SURMOUNTABLE <br />CURB SHALL BE PLACED PER CSP 2005 <br />m m �i Zi <br />REFERENCE NOTES: <br />N <br />> > w w <br />QI CONSTRUCT STRUCTURE PER CSP 2502. <br />--D.SDY— <br />g <br />m = RRI <br />0+00 1+60 2+00 3+00 4+00 4+50 <br />°YeJ RUM RIVER STREET AND STORM SEWER <br />CC °`"""sc THE VILLAS AT FILLMORE HOOVER STREET <br />Dole 7/12/2Z RAIG J CH M, P.E. o�eaae9nmz wase�am. F .32 <br />uD. ND. z3ast ��MTAE CITY OF ELK RIVER, MINNESOTA <br />