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BEGIN TRANSITION <br />FROM 3:1 TO 21 <br />137' -3' BA FACE OF ABUT. TO BACKFACE OF ABUT. <br />135' -0' LENGTH OF SU -STRUCTURE END TO END OF STEEL TRUSS <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PVI STA = 0+76 <br />PVI ELEV = 883.99 <br />A.D. = 7.15 <br />K 5.59 <br />40' V.C. <br />NOTE <br />THE SUBSURFACE UTILITY INFORMATION IN THIS <br />PLAN IS UTILITY DUALITY LEVEL D. THIS UTILITY <br />QUALITY LEVEL WAS DETERMINED ACCORDING TO THE <br />GUIDELINES OF CI /ASCE 38-02, ENTITLED <br />'STANDARD GUIDELINES FOR THE COLLECTION AND <br />DEPICTION OF EXISTING SUBSURFACE UTILITY <br />DATA'. <br />THE EXACT LOCATIONS OF UNDERGROUND UTILITIES <br />AND PIPE LINES ARE UNKNOWN. THE CONTRACTOR <br />SHALL CONTACT GOPHER STATE ONE CALL BEFORE <br />COMMENCING EXCAVATION. <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PM STA = 1 +50 <br />PVI ELEV = 889.17 <br />A.D. _ -5.00 <br />K =8.00 <br />40' V.C. <br />PVI STA = 1 +75 <br />PVI ELEV = 889.67 <br />GENERA PLAN <br />0 10 201 RIPRAP LIMITS <br />40 <br />GRAPHIC SCALE IN FEET <br />STEEL TRUSS <br />2. <br />PVI STA = 3+10 <br />PVI ELEV = 889.67 <br />2' -6' BERM (TYP.) <br />EL883.0 <br />7.00% atiwa.ig ©�a �L ∎∎■r∎p■r■ 4.=:1e.•.- -- 7.00, <br />_ _ 8.8 �Oryl <br />\ -4-110--28-09 a.87 <br />EL87 <br />BEGIN TRANSITION <br />FROM 3:1 70 2:1 <br />NOTE <br />THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION SHALL GOVERN. <br />THE RAILING SHALL BE 161 ACCORDANCE WITH MNDOT LRFD BRIDGE DESIGN MANUAL FOR BICYCLE <br />TRAFFFIC. <br />PIA STA = 3+35 <br />PVI ELEV - 889.17 <br />A.D. _ -5.00 <br />K =8.00 <br />40' V.C. <br />TYPICAL SECTION <br />PIeNEERengineering <br />Crvurmmmva .ANeei«mms v.NnSLINVevCn IJOIOSUPC <br />(651)681 -1914 <br />Fu: 681 -9488 <br />www.pioneereng.mm <br />2422 Entesprise Drive <br />Mendota Heights, MN 55120 <br />SOUTH <br />ABUTMENT <br />STEEL TRUSS <br />X100 YR. HWL <br />EL886.1 <br />LOW MEMBER <br />EL887.0 <br />CLASS Ili <br />RANDOM RIPRAP <br />9' GRANULAR FILTER <br />GENERAL ELEVATION <br />0 10 20 40 <br />GRAPHIC SCALE IN PEET' <br />9' <br />I hereby mJ0 Jmt this Won was Vepmed by N.me <br />me or taet my....vpmvi,,1E g, mi <br />em a duly Licensed tivresim,ei E.®va <br />ender laws stale s =Drr4.1e1em <br />P'WT . Chew <br />R o Ne 1986D D. 1.06-10 <br />• <br />NORTH <br />ABUTMENT <br />CLASS 3 RANDOM RIPRAP <br />RIPRAP SECTION <br />Revisions <br />HELICAL PILES <br />PVI STA = 3+85 <br />PVI ELEV = 885.67 <br />A.D. = 9.35 <br />K = 4.28 <br />40' V.C. <br />905 <br />900 <br />LOW POINT FLEW= 884.02 <br />LOW POINT STA •_ 0+56 :84 <br />PVI' STA = 04-76 <br />PVI . STA ._ .1+50 <br />PVI . ELEV +• -889.17 <br />A6. 4. -5.00 <br />TM -STA = 3+35 LOW POINT •E1.EV- _• 886.62 <br />PVI ELEV :.888.17 LOW POINT STA = 3+94,95 - • <br />00 <br />4) - .8 00 <br />K) _ .8 00 <br />PVI TIJ<V' =-883.99 <br />A0." =' 715 <br />40.00' VC <br />40:00': VC <br />K =5.30 <br />895 <br />40.00' VC <br />890 <br />0 <br />61 <br />• SO <br />0 <br />to <br />Rif') <br />:12 <br />aG{ <br />J <br />ry <br />y <br />P° 3' o <br />±m �m <br />Y.1 Y <br />Nfto W ..... .. ........... <br />as 0. <br />005 <br />PVI STA = 3+85 <br />PVI "ELEV• = 885:67 <br />AD.• = 9.35 <br />K. _. 4.28 <br />y°• <br />a <br />a <br />..88.5 <br />p EXISTIN p <br />• -842Q. IRRIGATION ��.. .....1 ~`' 1 /e 880 <br />.... - ^1_ ... ... i r .` t. .......:6..SENCE:SADDLE <br />.. 6'X2': SENCE SADDLE ... .......... ..r 44 j t. <br />y .. t. <br />875 `'BOTTOM of 875 <br />SUBGRADE <br />EXCAVATION <br />YEL-OMINE• PIPE <br />905 <br />90Q <br />895 <br />890 <br />88.5.. <br />EXISTING <br />IRRIGATION <br />PPE.. <br />fi'X6'•1EEE <br />87Q 870 <br />NORTHEAST BRIDGE <br />GENERAL PLAN & ELEVATION <br />(St" Sl-t E't.8"rok- MIRIGa' lON PLAN) <br />TRAIL . PROFILE <br />ANOKA COUNTY PARKS <br />550 BUNKER LAKE BLVD. N.W. <br />ANDOVER, MINNESOTA 55304 -4122 <br />SCALE: <br />1"=50' <br />CHOMONIX PEDESTRIAN BRIDGES <br />LINO LAKES, MINNESOTA <br />109182GPEE <br />9 21109 Pioneer ragineiVing <br />