Laserfiche WebLink
SEE SHEET 7 <br />\ 1 1 v <br />LOT 4 1 11 LOT 5 <br />INV-920.57 1 1 INV-931.58 <br />CS=931.24 11 CS=935.88 , <br />p\ 1 1 3 <br />\ / 3 , <br />C So <br />1 1 <br />SCALE IN <br />`� � LINCOL STREET-NORTN80 <br />r <br />�TREET-5 NTNBOUND (S�EET B) <br />LINCOLN � <br />1 <br />< 1 <br />90' VC LEGEND <br />K - 29.61 EXISTING WATERMAIN/WATER SERVICE <br />A.D. — —3'04/ E%I STI NG SANITARY SEWER/SEWER SERVICE <br />950 PVI ELEV - 939.16 950 <br />PVI STA = 3+50 > EXISTING STORM SEWER <br />90' VC HIGH POINT STA - 3+05 ® EXISTING CATCH BASIN <br />HIGH POINT ELEV = 940.80 m <br />K = 15.37 Os EXISTING SANITARY SEWER MANHOLE <br />94$ A.D. - 5.88% II �$ II 945 DD EXISTING WATERMAIN VALVE <br />PVI ELEV = 932.48 EXISTING HYDRANT <br />PVI STA - 4+50 <br />LOW POINT STA = 4+95 v. + n w CS=XXX.X TOP OF CURB STOP ELEVATION <br />LOW POINT ELEV - 932.12 °i <br />940 II m II _ ,64% 940 INV-XXX.X INVERT ELEVATION OF SEWER SERVICE <br />+ n � <br />GENERAL NOTES: <br />1. SEWER AND WATER SERVICE ELEVATIONS <br />935 m-6 68% / 935 SHOWN ARE BASED ON THE RECORD <br />PLANS FOR EAGLES MARSH 2ND ADDITION. <br />930 930 <br />925 925 <br />SEE SHEET 10 FOR LINCOLN <br />920 STREET-MERGE ALIGNMENT 920 <br />915 915 <br />_ n <br />910w m m m m m 910 <br />6 5 4 3 2 <br />DATE REVISION m¢r, <br />sr°r° s °' " °""°°"° TAE RUM RIVER EAGLES MARSH CONSTRUCTION PLAN x <br />°r °r ° Mss r svxvaxoxseerrcummes FOURTH ADDITION LINCOLN STREET-NORTHBOUND <br />Y Da}e 3/18/20 RA J HUM. P.E. ro_ : <br />u0. NO. 23as1 c�� CITY OF ELK RIVER, MINNESOTASFllTl <br />P-�13s 10 <br />