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LEGEND <br />I I <br />II <br />\ \ <br />EXISTING WATERMAIN/WATER SERVICE <br />945 <br />I I <br />I <br />\ \ <br />945 ' EXISTING SANITARY SEWER/SEWER SERVICE <br />LOT 7 <br />LOT 2 <br />LOT 3 <br />> EXISTING STORM SEWER <br />INV=917.25 <br />CS=927.25 <br />INV -918.88 <br />CS=929.35 <br />INV -92.95 \ \ <br />CS=930.30 \\ \\ <br />T 4 <br />INV 0 4 92 <br />\T <br />1 <br />\ \ <br />CS=931.24 <br />940 <br />ADJUST CASTING \ \ <br />94o M EXISTING WATERMAIN VALVE <br />2 <br />EXISTING FL=928.. \ \ <br />� EXISTING HYDRANT <br />3 <br />I I <br />PROPOSED FL=929.49 \ \ <br />1 <br />T <br />SA CUT AND J <br />�_------- <br />----J <br />-----------LT --T L-- ___ <br />3 <br />835 <br />REMOVE ELF __----- <br />PVI STA = 9+90 <br />+ <br />--- —___ <br />CONCRETE CURB <br />HIGH POINT STA = 9+30 <br />_ <br />--- <br />HIGH <br />9+00 <br />GENERAL NOTES: <br />7+00 <br />0l <br />8+00 <br />—080% <br />1. SEWER AND WATER SERVICE ELEVATIONS <br />—930 <br />930 <br />II <br />LINCOLN STREET—NORTHBOUND <br />SAWCUT 1ELF, REMOVE <br />pp <br />_ <br />REFERENCE NOTES: <br />BIT 6MINDAND <br />PA ILL 4 S IY <br />� <br />0} <br />1) SAWCUTTING AND MILLING BITUMINOUS <br />m <br />/ , <br />O <br />I <br />925 PAVEMENT SHALL BE PER. <br />REMOVE SIGN <br />E <br />I <br />/ <br />, <br />920 <br />_ <br />SA CUT AND <br />915 <br />' <br />REMOVE 3LF <br />CONCRETE CURB <br />910 <br />- <br />910 <br />V <br />LINCOLN STREET—SOUTHBOUND <br />(SEE SHEET 9) <br />m <br />a m <br />w <br />905 <br />w w <br />905 <br />11 <br />10 <br />9 <br />S <br />7 <br />6 <br />DATE <br />REVISION <br />m¢r, <br />S <br />� <br />0 <br />SHEET <br />�. <br />Mss <br />i <br />�. <br />��a�oCJJ <br />o <br />------------------ <br />LEGEND <br />EXISTING WATERMAIN/WATER SERVICE <br />945 <br />945 ' EXISTING SANITARY SEWER/SEWER SERVICE <br />> EXISTING STORM SEWER <br />® EXISTING CATCH BASIN <br />Os EXISTING SANITARY SEWER MANHOLE <br />940 <br />94o M EXISTING WATERMAIN VALVE <br />120' VC <br />� EXISTING HYDRANT <br />K = 29.49 <br />CS=XXX.X TOP OF CURB STOP ELEVATION <br />A.D. _ —4.07% <br />PVI ELEV = 928.16 <br />INV=XXX.X INVERT ELEVATION OF SEWER SERVICE <br />835 <br />PVI STA = 9+90 <br />+ <br />935 <br />HIGH POINT STA = 9+30 <br />HIGH <br />POINT ELEV = 928.64 <br />GENERAL NOTES: <br />0l <br />—080% <br />1. SEWER AND WATER SERVICE ELEVATIONS <br />—930 <br />930 <br />II <br />SHOWN ARE BASED ON THE RECORD <br />PLANS FOR EAGLES MARSH 2ND ADDITION. <br />_ <br />REFERENCE NOTES: <br />1) SAWCUTTING AND MILLING BITUMINOUS <br />925 <br />O <br />925 PAVEMENT SHALL BE PER. <br />E <br />920 <br />920 <br />915 <br />915 <br />910 <br />- <br />910 <br />V <br />m <br />a m <br />w <br />905 <br />w w <br />905 <br />11 <br />10 <br />9 <br />S <br />7 <br />6 <br />DATE <br />REVISION <br />m¢r, <br />RUM RIVER <br />LAND SURVEYORS &. ENGIIJCffi15 <br />.� , : <br />EAGLES MARSH <br />FOURTH ADDITION <br />CONSTRUCTION PLAN <br />LINCOLN STREET—NORTHBOUND <br />CITY OF ELK RIVER, MINNESOTA <br />SHEET <br />�. <br />Mss <br />C <br />Da}e 3/18 /20 RA J HUM. P.E. <br />L;o. No. 23461 <br />�. <br />��a�oCJJ <br />