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( <br />( <br />LEGEND <br />254+00 <br />( <br />CONSTRUCTION LIMITS <br />ALT BID - CONSTRUCTION LIMITS <br />PR. B-STYLE CURB <br />ALT BID - PR. B-STYLE CURB <br />255+00 <br />�5292 <br />PR. BITUMINOUS PAVEMENT- 2" OVERLAY <br />PR. BITUMINOUS PAVEMENT- FULL DEPTH <br />ALT BID - PR. BITUMINOUS PAVEMENT- FD <br />00 <br />8' - 15" RCP @ 1.00% <br />CB 104 <br />STA 259+11.40 21.4L <br />RIM 866.61 <br />BUILD 2.68 <br />INV. E (CBMH 103) 863.93 <br />CBMH 103 <br />STA 259+19.13 21.4L <br />RIM 866.60 <br />BUILD 3.00 <br />INV. S (CBMH 101) 863.60 <br />INV. W (CB 104) 863.85 <br />SCALE (FEET) <br />`�L�e��'�S Sf <br />ccQ <br />o <br />.- � �LLLLLL�` :_. <br />/ <br />O <br />_ 259+00 a <br />257+00 258+00 t - 260+pp <br />/ <br />kgo of <br />rA <br />ALT BID - PR. TRUNCATED DOME <br />ALT BID - PR. 6" CONCRETE WALK <br />PR. BITUMINOUS PAVEMENT - TRAIL <br />ALT BID - PR. BITUMINOUS PAVEMENT - TRAIL <br />TIE ALL PIPE SECTIONS <br />FES 100 TO CBMH 101 <br />PR. RESTORATION <br />ALT BID - PR. RESTORATION <br />PR. DRIVE - BITUMINOUS <br />ALT BID -PR. DRIVE - BITUMINOUS <br />s <br />16' <br />FES 100 <br />STA 259+19.13 37.4R <br />INV. N (CBMH 101) 863.32 <br />GENERAL NOTES: <br />1. ALL RADII TO BE CONSTRUCTED AT 20', UNLESS OTHERWISE NOTED. <br />2. TYPICAL SECTIONS SEE SHEET 05 - 06. <br />4. RESTORE ALL DISTURBED BLVD WITH 4" TOPSOIL AND HYDROSEED (MNDOT <br />RESIDENTIAL TURF GRASS MIX) UNLESS OTHERWISE NOTED. <br />5. FES INVERT IS CALLED OUT AT THE PIPE CONNECTION. <br />ADJUST CASTING <br />ALT BID - ADJUST CASTING <br />ADJUST VALVE BOX <br />ALT BID - ADJUST VB <br />GROUT CATCH BASIN <br />PR. STORM SEWER <br />PR. 2'X3' CATCH BASIN <br />PR. CATCH BASIN MANHOLE <br />PR. STORM SEWER MANHOLE <br />PR. FLARED END SECTION <br />253+00 <br />8857 1 <br />880 - <br />875 - <br />870 - <br />865 - <br />860-- <br />a <br />> <br />855 <br />253+00 <br />254+00 <br />EX. 8" DIP <br />PVI STA: 254+30.69 <br />PVI ELEV: 870.59 <br />K: 87.68 <br />LVC: 250.00 <br />LOW PT. STA: 255+55.69 <br />LOW PT ELEV: 869.26 <br />2551+00 <br />> <br />-1.06% <br />256+00 <br />PVI STA: 256+45.00 <br />PVI ELEV: 868.31 <br />K: 210.39 <br />LVC: 135.00 <br />LOW PT. STA: 257+12.50 <br />LOW PT ELEV: 868.03 <br />257+00 <br />258+00 <br />PVI STA: 259+25.01 <br />PVI ELEV: 867.14 <br />259+00 K: 146.77 <br />LVC: 135.00 <br />LOW PT. STA: 259+19.15 <br />LOW PT ELEV: 867.29 <br />> <br />260+00 <br />cc,'" <br />> <br />261+00 <br />1 885 <br />-880 <br />--875 <br />--870 <br />N <br />N N <br />NN <br />0000 <br />lDCO CO <br />N <br />Nm <br />CO CO <br />.00o <br />oo <br />M m <br />0000 <br />2541+00 <br />ON <br />N <br />N N <br />N <br />00 CO <br />N 0 <br />N N <br />0000 <br />NMI <br />00 <br />00 CO <br />01U <br />00 <br />NN <br />woo <br />255+00 <br />m.� <br />o, <br />00 <br />NN <br />WW <br />CO CO <br />010 <br />D D <br />0003 <br />D D <br />00 <br />mVl <br />D D <br />CO CO <br />256+00 <br />oa <br />00 <br />0000 <br />0000 <br />00,r <br />0000 <br />CO <br />ply <br />mti <br />D D <br />CO CO <br />N 0 <br />N co <br />00, <br />00 CO <br />257+00 <br />cn <br />0 <br />0n <br />D D <br />CO CO <br />-0.42%-- -- <br />CB 105 <br />STA 257+99.63 21.4R <br />RIM 867.04 <br />BUILD 2.94 <br />INV. E (CBMH 102) 864.10 <br />111' - 15" RCP @ 0.50% <br />CO <br />N <br />CO <br />258+00 <br />D D <br />Do <br />D D <br />00 <br />D - <br />UN <br />N D <br />0000 <br />8i7PRCP @ 0.50% <br />CBMH 102 <br />STA 259+10.84 21.4R <br />RIM 866.61 <br />BUILD 3.07 <br />INV. E (CBMH 101) 863.54 <br />INV. W (CB 105) 863.54 <br />N D <br />D - <br />:r <br />0 <br />mm <br />D D <br />00 <br />0O. <br />OaD <br />N U' <br />Nos <br />on <br />CBMH 101 <br />STA 259+19.13 21.4R <br />RIM 866.60 <br />BUILD 7.20 <br />SUMP 859.40 <br />INV. S (FES 100) 863.40 <br />INV. N (CBMH 103) 863.40 <br />INV. W (CBMH 102) 863.50 <br />N <br />00 <br />N ul <br />0 <br />CO <br />IV <br />ul D <br />0 n <br />00 <br />0.50% <br />D <br />NCO <br />L!t <br />0 <br />Dti <br />N W <br />riD <br />D D <br />co m <br />N o0 <br />0000 <br />--865 <br />860 <br />855 <br />261+00 <br />DATE <br />U4/24/25 <br />REVISION <br />REVISE STORM SEWER <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer u erthelacs of the St of Minnesota <br />Joe Feria n/ek <br />Date 0 21/25 Lic No 57095 <br />DESIGNED BY: <br />DRAWN BY: <br />11F <br />11F <br />cnTE <br />03/21/25 <br />CHECKED BY: <br />11F <br />FILE <br />25-03 <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />STREET CONSTRUCTION <br />S.A.P. 199-107-010 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />37 <br />84 <br />