Laserfiche WebLink
SEE SHEET 10 <br />ADJUST CASTING <br />EXISTING FL=922.43 <br />PROPOSED FL=923.27 <br />90' VC <br />\ <br />945 <br />9o' VC <br />/ LOT 5 <br />/ INV=926.00 <br />945 <br />_ <br />v <br />CS=939.37 <br />2o N 20 <br />PVI ELEV = 931.68 <br />N M M m <br />PVI STA - 3+50 <br />- <br />940 <br />_ <br />\ <br />�J <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 />1-1 IN IT <br />MILL 4 SY <br />L/NCO( N SCDC-k <br />�� 1 <br />ADJUST CASTING <br />EISTIN F 93 <br />22.9.71 <br />BITUMINOUS <br />PAVEMENT 10 <br />/\NORTNBD <br />A.D. - 5.1 <br />3 <br />ADJUST CASTING <br />/ <br />/ EO <br />935 <br />SA CUT AND <br />OND <br />+ <br />m <br />EXISTING RIM=927.54 <br />m <br />> <br />935 <br />REMOVE 3LF <br />/ <br />\ iSff <br />Sl{f <br />��, <br />PROPOSED RIM -927.63 <br />/ <br />< <br />LEGEND <br />0\ <br />CONCRETE CURB <br />j\ fT �� <br />LOW POINT ELEV = 921.62 <br />_, <br />II <br />II <br />EXISTING WATERMAIN/WATER SERVICE <br />930 <br />on <br />®52T� <br />jl L <br />EXISTING SANITARY SEWER/SEWER SERVICE <br />930 <br />l <br />Q II <br />m <br />> EXISTING STORM SEWER <br />925 _> <br />n <br />®EXISTING CATCH BASIN <br />925 <br />920 <br />-9sa <br />ADJUST CASTING <br />EXISTING SANITARY SEWER MANHOLE <br />E*O\ <br />EXISTING RIM 933.48 <br />W EXISTING WATERMAIN VALVE <br />SEE <br />SEE SHEET 10 FOR LINCOLN <br />�/NC <br />O(N <br />915 Q <br />PROPOSED RIM=933.80 <br />=� EXISTING HYDRANT <br />NOTE (2 <br />STREET -MERGE ALIGNMENT <br />915 <br />910910 <br />- 1 <br />/ <br />CS -XX X.X TOP OF CURB STOP ELEVATION <br />�S\T�RfF\T� <br />SOUTHBOUND <br />LOT 4 <br />I <br />ADJUST CASTING <br />EXISTING RIM=923.16 <br />m <br />CS=929.90 <br />INV-XXX.X INVERT ELEVATION OF SEWER SERVICE <br />/ <br />/ <br />SAWCUT AND ���, <br />��� <br />m <br />In mm <br />- PROPOSED RIM -923.34 <br />905 <br />GENERAL NOTES: <br />/ <br />/ <br />REMOVE 3LF ���, <br />CONCRETE CURB <br />�, - <br />905 <br />�� <br />i <br />1. SEWER AND WATER SERVICE ELEVATIONS SHOWN <br />ARE BASED ON THE RECORD PLANS FOR EAGLES <br />7 6 <br />5 <br />\ <br />4 94059 <br />2 <br />ADJUST CASTING <br />MARSH 2ND ADDITION. <br />/ <br />/ <br />SAWCUT 16LF AND <br />L /'� <br />�� <br />RUM RIVER <br />c,,uan svav9.xoxrase9rrc:ummes <br />_ <br />EXISTING FL=926.79 <br />REFERENCE NOTES: <br />/ <br />/ <br />REMOVE 15 SY <br />BITUMINOUS <br />/ <br />/ l �� <br />^ <br />PROPOSED FL=927.67 <br />\\ <br />10 MILLING BITUMINOUS PAVEMENT SHALL BE PER(j. <br />/ <br />PAVEMENT LOT 1 <br />/ / <br />��IX��cJJ <br />L <br />3 <br />/ <br />/ <br />INV=913.65 <br />CS=921.10 <br />/ / LOT 2 <br />��� <br />LOT 3 <br />�2 PAVE WEAR COURSE OVER EXISTING NON WEAR <br />COURSE FROM STA 8+50 TO STA 8+73. <br />INV=909.50 <br />CS=921.90 <br />��� <br />�'--- <br />_ -�� <br />_---� <br />INV=916.39 <br />CS=929.60 <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. _ -3.84% <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 />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 />+ <br />N <br />, 48% m <br />LOW POINT ELEV = 921.62 <br />� <br />II <br />II <br />II <br />930 <br />on <br />®52T� <br />/ <br />930 <br />Q II <br />m <br />/ <br />925 _> <br />n <br />925 <br />920 <br />-9sa <br />920 <br />SEE SHEET 10 FOR LINCOLN <br />915 Q <br />STREET -MERGE ALIGNMENT <br />915 <br />910910 <br />910 <br />m <br />mN mN� <br />mN� rnm m-4 <br />mm <br />m'd <br />m <br />In mm <br />905 <br />905 <br />8 <br />8 <br />7 6 <br />5 <br />4 94059 <br />2 <br />DATE <br />REVISION <br />, "°°_°, . s °' ""'°""°°"°�AE <br />tL <br />IT <br />RUM RIVER <br />c,,uan svav9.xoxrase9rrc:ummes <br />EAGLES MARSH <br />FOURTH ADDITION <br />CONSTRUCTION PLAN <br />LINCOLN STREET -SOUTHBOUND <br />CITY OF ELK RIVER, MINNESOTA <br />SHEET <br />F iD <br />M�s' s <br />e3/182CA . J HUM. P.ENo. 23461 <br />Da}L; <br />��IX��cJJ <br />