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SAWCUT 31LF, REMOVE <br />I I <br />I <br />I I <br />I I <br />17 SY AND MILL 7 SY 1 <br />BITUMINOUS PAVEMENT Cl) 1 <br />SAWCUT AND 1 <br />REMOVE 3LF 1 <br />CONCRETE CURB 1 <br />1 <br />I I <br />CONSTRUCT CONCRETE <br />APPROACH APRON PER I I <br />s_ <br />1 <br />T <br />Is GE.'ST NG) <br />- <br />= <br />x <br />MN/DOT STANDARD 1 <br />PLATE 7113 <br />3 <br />3 <br />9 <br />935.54 <br />938.57 <br />; <br />2+62 <br />GL= <br />934.04 <br />REMOVE <br />SCALE IN R <br />� <br />(2) SIGNS <br />1I <br />EL 935.20\ <br />GL=934S9 <br />GL= 1 <br />938.69 1 <br />s <br />_ <br />- <br />SAWCUT AND <br />f = <br />z <br />GL= <br />934.2G <br />1 <br />EL= 937'2B <br />935.55 <br />LOT 5 <br />INV=926.00 <br />1 CS=939.37 <br />�� REMOVE 3LF I <br />�'GL=939.29 CONCRETE CURBI <br />(MATCH <br />EXISTING) <br />I <br />p <br />I Z <br />J' <br />� <br />955 955 <br />90' VC <br />K = 15.31 <br />A.D. = 5.88Y 90' VC <br />95D PVI ELEV = 932.67 16 N 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 + $ m <br />PVI STA = 3+48.75 <br />945 HIGH POINT STA = 3+03.75 II ¢ II 945 <br />n HIGH POINT ELEV = 941.10 > <br />+ m w <br />v J <br />940 II m /-3.34% 940 <br />935 -6.6" O 935 <br />930IN930 <br />925 J i 925 <br />920 w - 920 <br />915 m m m m 915 <br />4 4 3 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 />CDEXISTING WATERMAIN VALVE <br />EXISTING HYDRANT <br />CS-XXX.X 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 />10 SAWCUTTING AND MILLING BITUMINOUS PAVEMENT <br />SHALL BE PER 4 ) <br />3 <br />(2 PAVE WEAR COURSE OVER EXISTING NO WEAR <br />COURSE FROM STA 8+50 TO STA 8+73. <br />om n, S;m° """""''° _ AE RUM RIVER EAGLES MARSH CONSTRUCTION PLAN <br />f a i oT <br />C MSS I,APID SDR CIM&ENGIIJ S FOURTH ADDITION LNCOLN STREET —MERGE <br />Da}e 3/18/20 RA J HUM. P.E. .., ro_�w.d <br />uo. No. 23461 ��a�oc�� CITY OF ELK RIVER, MINNESOTA <br />