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955 <br />SAWCUT 31LF, REMOVE <br />955 <br />I I <br />1 7S AND MILL 7 SY 1 <br />BITUMINOUS PAVEMENT Cl) 1 <br />1 <br />I <br />SAWCUT AND 1 <br />I IREM <br />I I <br />1 I <br />OVE 1 <br />CONCRETE CURB1 <br />1 <br />950 <br />CONSTRUCT CONCRETE <br />APPROACH APRON PER I 1 <br />0.92 <br />s� Is GE.'STHG) <br />= <br />x <br />MN/DOT STANDARD 1 1 <br />PLATE 7113 I <br />3 9 <br />3 <br />935.54 <br />938.57 ; <br />2+6240 <br />GL= <br />934.84 <br />REMOVE <br />SCALE IN R <br />� <br />(2) SIGNS <br />I <br />935 <br />O <br />EL 935.20 <br />935 <br />930 <br />930 <br />925 J i <br />GL=93459 GL= 1 <br />938.69 1 <br />925 <br />s <br />« - <br />1 <br />- SAWCUT AND <br />f = <br />O <br />z <br />_ <br />GL= <br />GL= 937.28 i' REMOVE 3LF <br />p <br />934.20 <br />935.55 �'GL=939.29 CONCRETE CURBI <br />(MATCH <br />I Z <br />J' <br />915 <br />EXISTING) <br />I <br />LOT 5 <br />INV=926.00 <br />� <br />1 <br />1 CS=939.37 <br />2 <br />955 <br />955 <br />90' VC <br />K = 15.31 <br />A.D. = 5.88Y 90' VC <br />95D PVI ELEV = 932.67 <br />16 N <br />950 <br />PVI STA = 4+52.49 K = 26.96 <br />LOW POINT STA = 4+97 49 A.D. _ -3.34% <br />LOW POINT ELEV = 932.31 PVI ELEV = 939.60 <br />+ $ m <br />PVI STA = 3+48.75 <br />945 HIGH POINT STA = 3+03.75 <br />11 ¢ 11 <br />945 <br />n HIGH POINT ELEV = 941.10 <br />+ <br />v <br />> <br />m w <br />940 II m <br />J <br />/-3.34% <br />940 <br />935 <br />O <br />935 <br />930 <br />930 <br />925 J i <br />925 <br />920 w - <br />920 <br />m m m <br />m <br />915 <br />915 <br />4 4 <br />3 <br />2 <br />LEGEND <br />EXISTING WATERMAIN/WATER SERVICE <br />> EXSTING SANITARY SEWER/SEWER SERVICE <br />> EXISTING STORM SEWER <br />® EXISTING CATCH BASIN <br />OS EXISTING SANITARY SEWER MANHOLE <br />CD EXISTING WATERMAIN VALVE <br />EXISTING HYDRANT <br />CS=%%%.% TOP OF CURB STOP ELEVATION <br />INV=XXX.X INVERT ELEVATION OF SEWER SERVICE <br />GENERAL NOTES: <br />1. SEWER AND WATER SERVICE ELEVATIONS SHOWN <br />ON ARE BASED ON THE RECORD PLANS FOR <br />EAGLES MARSH 2ND ADDITION. <br />REFERENCE NOTES: <br />1�SAWCUTTING AND MILLING BITUMINOUS PAVEMENT <br />SHALL BE PER. <br />3 <br />(2 PAVE WEAR COURSE OVER EXISTING NO WEAR <br />COURSE FROM STA 8+50 TO STA 8+73. <br />o In, s;a„`m"' m° v` "" °""""' °"_ AE RUM RIVER EAGLES MARSH CONSTRUCTION PLAN <br />f a i oT <br />C MSS LAPID SDR CIM &ENGIIJ S FOURTH ADDITION LINCOLN STREET—MERGE <br />Da}e 3/18 /20 RA J HUM. P.E. .. ro_"w.d <br />uo. No. 23461 ��a�ocL.l CITY OF ELK RIVER, MINNESOTA <br />