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ALT BID <br />CONCRETE WALK (11 SY) <br />TRUNC. DOMES (18 SF) <br />SCALE (FEED <br />LEGEND <br />1530( START S.A.P. 199-107-010 <br />STA. 247+49.50 <br />CONSTRUCTION LIMITS <br />ALT BID - CONSTRUCTION LIMITS <br />PR. B-STYLE CURB <br />ALT BID - PR. B-STYLE CURB <br />GROUT CATCH BASIN <br />GROUT CATCH BASIN <br />PR. BITUMINOUS PAVEMENT- 2" OVERLAY <br />PR. BITUMINOUS PAVEMENT- FULL DEPTH <br />ALT BID - PR. BITUMINOUS PAVEMENT- FD <br />kgo of <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 />15292 15288 <br />ALT BID - ADJUST VALVE BOX <br />250+00 <br />15291 <br />PR. RESTORATION <br />ALT BID - PR. RESTORATION <br />PR. DRIVE - BITUMINOUS <br />ALT BID -PR. DRIVE - BITUMINOUS <br />LT BID - ADJUST VALVE BOX <br />25 <br />SCALE (FEED <br />ALT BID - ADJUST VALVE BOX <br />vaimsomi <br />GENERAL NOTES: <br />1. ALL RADII TO BE CONSTRUCTED AT 20', UNLESS OTHERWISE NOTED. <br />12. TYPICAL SECTIONS SEE SHEETS 05 - 06. <br />4. RESTORE ALL DISTURBED BLVD WITH 4" TOPSOIL AND HYDROSEED (MNDOT <br />RESIDENTTURFGRASS MIX) UNLESS OTHERWISE NOTED. <br />50 <br />15300 <br />75 <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 />246+83247+00 <br />895-1 <br />890— <br />885— <br />880— <br />875— <br />870— <br />865— <br />860— <br />246+83247+00 <br />248+00 <br />2" MILL & OVERLAY <br />MATCH EXISTING STA. 247+49.50 <br />249+00 <br />co <br />oo <br />ai <br />n <br />ai <br />2481+00 <br />cn <br />ul <br />ai <br />co <br />co <br />N <br />co <br />249+00 <br />cn <br />cn <br />oo <br />250+00 <br />250+00 <br />EX. 8" DIP <br />251+00 <br />END 2" MILL & OVERLAY <br />START FULL -DEPTH RECLAMATION <br />MATCH EXISTING STA. 251+85.06 <br />251+00 <br />252+00 <br />ADE BREAK STA = 251+85 <br />V = 880.201 <br />253+00 <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 />252+00 <br />V� <br />lD lD <br />NN <br />coin <br />tratD <br />NN <br />o0 lD <br />cO D <br />NN <br />2531+00 <br />O Dl <br />NUJ <br />NN. <br />0.O <br />00 <br />Ol CO. <br />NN <br />254+00 <br />1 895 <br />—890 <br />885 <br />880 <br />875 <br />870 <br />865 <br />860 <br />254+00 <br />DATE <br />REVISION <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 ufgler the laws of the Sty of Minnesota <br />Date <br />Joe Fer7a n�k <br />21/25 <br />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 />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 />36 <br />84 <br />SHEETS <br />