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ROLLED EROSION PREVENTION BLANKET CATEGORY 20 <br />WET DITCH SEED MIX <br />LL-LL LLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLL L <br />LLLLLLLLL <br />LLLLLLLLLLLLLLL_L_L_L_L_LLLLLLL <br />LLLLLLLLLLLLL <br />RIGID PVC LOOP DETECTOR 6'X6' <br />2" NON METALLIC CONDUIT 1-2/C #14 <br />SEE DETAIL SHEET 17. <br />THE CONTRACTOR SHALL COORDINATE WITH <br />ANOKA COUNTY TO INSTALL LOOP DETECTOR. <br />L L LL LLLLLLLLLLL <br />LLLLLLLLLLLLL %i <br />GROUT CATCH BASIN (2) <br />END S.A.P. 199-107-010 <br />STA. 270+75.95 <br />271+00 <br />272+00 <br />START S.A.P. 199-106-012 <br />STA. 272+31.24 <br />coo <br />25 <br />SCALE (FEED <br />GROUT CATCH BASIN (2) <br />50 <br />273a-tNM-E DRIVE- <br />75 <br />I0 <br />F- <br />I= <br />0 <br />la <br />f <br />27+°° <br />DRAINAGE & UTILITY EASEMENT PER <br />275+00 <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 />ESIDENTIAL TURFGRASS MIX) UNLESS OTHERWISE NOTED. <br />33' <br />ELECTRICAL TRANSM <br />LEGEND <br />CONSTRUCTION LIMITS <br />ALT BID - CONSTRUCTION LIMITS <br />PR. B-STYLE CURB <br />ALT BID - PR. B-STYLE CURB <br />PR. BITUMINOUS PAVEMENT- 2" OVERLAY <br />PR. BITUMINOUS PAVEMENT- FULL DEPTH <br />ALT BID - PR. BITUMINOUS PAVEMENT- FD <br />Igg%gggg.g.g1 <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 />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 />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 />267+00 <br />395 <br />390 <br />385 <br />380 <br />375 <br />370 <br />365 <br />360 <br />268+00 <br />O <br />0 <br />u, <br />0 <br />0.40% <br />267+00 <br />o <br />so s▪ o <br />co co <br />o N <br />ul•cr <br />so so <br />co co <br />EV = 867.802 <br />269i+00 <br />END FULL -DEPTH RECLAMATION <br />START 2" MILL & OVERLAY <br />MATCH EXISTING STA. 268+50.00 <br />EX. 15" RCP <br />268+00 <br />Ol0 <br />ui <br />NN <br />D D <br />Ol0 <br />N <br />r\ N <br />lD lD <br />O O <br />co co <br />NN <br />D D <br />N <br />co <br />269+00 <br />W <br />00 <br />co <br />co <br />00 <br />00 <br />270+00 <br />270+00 <br />271i+00 <br />27200 <br />273i+00 <br />EX. 12" DIP <br />o st <br />271+00 <br />co <br />co <br />END 2" MILL & OVERLAY <br />MATCH EXISTING STA. 270+75.95 <br />m <br />EX. 12" DIP <br />ut <br />272+00 <br />START 2" MILL & OVERLAY <br />MATCH EXISTING STA. 272+31.24 <br />274i+00 275+00 <br />895 <br />890 <br />885 <br />880 <br />875 <br />870 <br />865 <br />860 <br />273+00 274+00 275+00 <br />00 <br />co <br />m <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 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. 199-106-012 / S.A.P. 199-107-010 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />39 <br />84 <br />