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SEE SHEET 10 <br />IF <br />�v 1 <br />�\ <br />\ <br />/ LOT 5 <br />/ INV=926.00 <br />v CS=939.37 <br />1c 1 IN IT <br />MILL 4 SY <br />L/NCO( N STREET, <br />�� <br />1 <br />ADJUST CASTING <br />E ISTIN F 93 z2.9.1 <br />BITUMINOUS <br />PAVEMENT 10 <br />/\NORTNBD <br />3 <br />ADJUST CASTING <br />/ PROPOSED <br />SA CUT AND <br />OND <br />EXISTING RIM=927.54 <br />REMOVE 3LFSl{f <br />PROPOSED RIM=927.63 <br />/ < <br />CONCRETE CURB <br />fT �� <br />��, <br />_,� <br />LEGEND <br />0\ <br />j\ <br />EXISTING WATERMAIN/WATER SERVICE <br />/L <br />EXISTING SANITARY SEWER/SEWER SERVICE <br />EXISTING STORM SEWER <br />® EXISTING CATCH BASIN <br />ADJUST CASTING �� <br />Os EXISTING SANITARY SEWER MANHOLE <br />E*0\ <br />EXISTING RIM=933.48 <br />EXISTING WATERMAIN VALVE <br />SEE <br />L/NCO(N <br />PROPOSED RIM933.480 <br />I' EXISTING HYDRANT <br />NOTE <br />\\SOUTHBOUNp <br />_ <br />1. <br />/ , IT <br />CURB VATION <br />r <br />LOT 4 <br />/ <br />\ <br />STING <br />EXISTING RIMM-923. <br />INV=920.58 <br />CS=929.90 <br />INV-XXX.X INVERTELEVATIONELEVATONO OF SEWER SERVICE <br />/ SAWCUT AND ���, <br />/ ��� <br />PROPOSED RIM=923.34 <br />GENERAL NOTES: <br />REMOVE 3LF <br />/ CONCRETE CURB <br />���, <br />�, - <br />�� <br />1. SEWER AND WATER SERVICE ELEVATIONS SHOWN <br />/ <br />\ <br />y <br />ADJUST CASTING <br />ARE BASED ON THE RECORD PLANS FOR EAGLES <br />MARSH 2ND ADDITION. <br />/ <br />/ SAWCUT 76LF AND <br />E /'� <br />EXISTING FL=926.79 <br />REFERENCE NOTES: <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />REMOVE 15 SY <br />BITUMINOUS <br />PAVEMENT LOT 1 <br />INV=913.65 <br />CS=921.10 <br />/ �� <br />/ l �� <br />/ / <br />/ / LOT 2 ��� <br />INV=909.50 ��� _ -�� <br />CS=921.90 ---- _---� <br />PROPOSED FL=927.67 <br />L L <br />LOT 3 <br />INV=916.39 <br />CS=929.60 , <br />10 MILLING BITUMINOUS PAVEMENT SHALL BE PER(j. <br />3 <br />�2 PAVE WEAR COURSE OVER EXISTING NO WEAR <br />COURSE FROM STA 8+50 TO STA 8+73. <br />ADJUST CASTING <br />EXISTING FL=922.43 <br />PROPOSED FL=923.27 <br />90' VC <br />945 <br />9o' VC <br />u n <br />K = 23.44 <br />945 <br />_ <br />K = 48.48 <br />A.D. - 1.86% <br />A.D. _ -%84% <br />PVI ELEV = 939.16 <br />PVI ELEV = 931.68 <br />N M M m <br />PVI STA - 3+50 <br />- <br />940 <br />_ <br />200' VC <br />PVI STA = 4+50 <br />LOW POINT STA - 4+95 <br />LOW POINT ELEV = 929.15 <br />HIGH POINT STA = 3+05 <br />II m HIGH POINT ELEV - 940.8 _364% <br />II <br />940 <br />= 39.2% 05 <br />�m <br />A.D. - 5.1 <br />✓� <br />m w w <br />/ <br />935 <br />PVI ELEV = 922.12 <br />PVI STA = 6+20 <br />+ <br />m <br />m <br />> <br />935 <br />LOW POINT STA - 7+20 + <br />N <br />, 48% p1 <br />LOW POINT ELEV = 921.62 � <br />II <br />II <br />II <br />930 <br />930 <br />Q II <br />o m <br />925 _ <br />n <br />925 <br />920 <br />-9sa <br />920 <br />SEE SHEET 10 FOR LINCOLN <br />915 Q <br />IF <br />STREET -MERGE ALIGNMENT <br />915 <br />910 <br />m <br />910 <br />NN <br />N <br />In m m <br />905 <br />905 <br />8 <br />8 <br />7 6 <br />5 <br />4 SAUS <br />2 <br />DATE <br />REVISION <br />m¢n <br />CONSTRUCTION PLAN <br />`T <br />gOF <br />s °' ""'°""°°"°TAE <br />RUM RIVER <br />EAGLES MARSH <br />c,,u�n svavaxoxseerrcummes <br />FOURTH ADDITION <br />LINCOLN STREET-SOUTHBOUND <br />y <br />C <br />Da}s3/18/2CRA J HUM. P.E. <br />L;o. No. 23as1 <br />��IX��cJJ <br />..,...� ......., o.. <br />CITY OF ELK RIVER, MINNESOTA <br />iD <br />