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I <br />CC <br />0 <br />288+00 289+00 <br />�® <br />T <br />' 1 TIE ALL PIPE FES 400 TO EX. STMH <br />0 <br />m <br />Ln <br />m <br />0 <br />m <br />/ 0 <br />m <br />L.ri <br />ALT BID - 6" CONCRETE WALK (6 SY) <br />290+00 <br />0 <br />K <br />e-i <br />Din 722225140102 <br />CONNECT TO EXISTING <br />STORM MANHOLE INV. 871.40 R <br />GROUT CATCH BASIN <br />derlimi <br />( rtLEGTRICAL?R'AN m • , • 'J <br />.PLRDOC: r <br />291+00 <br />15366 <br />15364 <br />ALT BID <br />6" CONCRETE WALK (13 SY) <br />TRUNCATED DOMES (22 SF) <br />LL <br />CC <br />LJJ <br />I <br />LD Ni 00 d- 0 LD <br />00 00 N N N LD <br />ALT BID INLET PROTECTION <br />6" CONCRETE WALK (21 SY) <br />TRUNCATED DOMES (25 SF) <br />P'8 ALT BID - ADJUST FRAME 7 RING CASTING <br />25 <br />50 <br />75 <br />SCALE (FEET) <br />L <br />I L.ri L.ri <br />L.ri L.ri <br />NMI <br />!Elk,, r <br />6 ALT BID <br />6" CONCRETE WALK (16 SY) <br />TRUNCATED DOMES (30 SF) <br />FES 400 <br />5650 DRAINAGE & LITY EASENSTA 290+11.68 34.9R <br />INV. N () 871.60 <br />GENERAL NOTES: <br />1. ALL RADII TO BE CONSTRUCTED AT 20', UNLESS OTHERWISE NOTED. <br />2. TYPICAL SECTIONS SEE SHEETS 05 - 06. <br />4. RESTORE ALL DISTURBED BLVD WITH 4" TOPSOIL AND HYDROSEED (MNDOT <br />RESIDENTIAL TURFGRASS MIX) UNLESS OTHERWISE NOTED. <br />5. FES INVERT IS CALLED OUT AT THE PIPE CONNECTION. <br />LEGEND <br />CONSTRUCTION LIMITS <br />ALT BID - CONSTRUCTION LIMITS <br />PR. B-STYLE CURB <br />ALT BID - PR. B-STYLE CURB <br />PI D 233225410008 <br />PR. BITUMINOUS PAVEMENT- 2" OVERLAY <br />PR. BITUMINOUS PAVEMENT- FULL DEPTH <br />ALT BID - PR. BITUMINOUS PAVEMENT- FD <br />kg.g%gggg.g.g1 <br />15290 <br />ALT BID <br />6" CONCRETE WALK (15 SY) <br />TRUNCATED DOMES (29 SF) <br />ALT BID - GROUT CATCH BASIN (2) <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 />z <br />2' <br />CC <br />15291 <br />ALT BID - ADJUST VALVE BOX (2) <br />PR. RESTORATION <br />ALT BID - PR. RESTORATION <br />PR. DRIVE - BITUMINOUS <br />ALT BID -PR. DRIVE - BITUMINOUS <br />ADJUST CASTING <br />ALT BID - ADJUST CASTING <br />ADJUST VALVE BOX <br />ALT BID - ADJUST VB <br />GROUT CATCH BASIN <br />Ia <br />1,7 <br />PROTECT FENCE 4n, <br />Iw <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 />15280 <br />288+00 289+00 <br />390- <br />885 <br />380 - <br />875 <br />870 <br />865 <br />860 <br />855 <br />288+00 <br />290+00 291+00 292+00 <br />0 <br />77' - 18" RCP @ 0.26% <br />289+00 <br />co <br />N <br />co <br />290+00 <br />cn <br />N <br />co <br />rsi <br />co <br />291+00 <br />N <br />03 <br />292+00 <br />FULL -DEPTH RECLAMATION <br />MATCH EXISTING PROFILE <br />293+00 294+00 295+00 <br />293+00 <br />EX. 8" DIP <br />294+00 <br />296+00 <br />EX. 6" FORCEMAIN SANITARY <br />295+00 <br />00 <br />N <br />00 <br />890 <br />—885 <br />- - --880 <br />—875 <br />870 <br />865 <br />860 <br />855 <br />296+00 <br />DATE <br />U4/24/25 <br />REVISION <br />REVISED HEDES I RIAN RAMP <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 />JJF <br />JJF <br />cnTE <br />03/21/25 <br />CHECKED BY: <br />JJF <br />far <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. 199-106-012 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />42 <br />84 <br />