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• <br />• <br />• <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />1 <br />137'13' BACKFACE OF ABUT. TO BACKFACE OF ABUT. <br />135' -0' LENCTH OF SUPERSTRUCTURE ND TO END OF STEEL TRUSS <br />I 1 <br />7 -0' <br />w <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />1 3100 TRAIL_ 9 <br />PV6 STA = 1 +55 <br />PVI ELEV = 884.27 <br />A.D. = 7.90 <br />K= 5.D6 <br />40' V.C. <br />-1.402 <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PVI STA = 2 +25 <br />PIA ELEV - 889.17 <br />A.D. _ -5.00 <br />K - 8.00 <br />40' V.C. <br />7.00% <br />NOTE <br />THE SUBSURFACE UTILITY INFORMATION IN THIS <br />PLAN IS UTILITY OUALTTY LEVEL D. THIS UTILITY <br />OUAUTY LEVEL WAS DETERMINED ACCORDING TO THE <br />GUIDELINES DF Cl/ASCE 38-02, ENTITLED <br />'STANDARD GUIDELINES FOR THE COLLECTION AND <br />DEPICTION OF EXISTING SUBSURFACE UTUTY <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 />12' -0' <br />TRAIL rL <br />TYPICAL SECTION <br />PI ZNEERengineenng <br />A <br />PVI STA = 2 +50 <br />PVI ELEV = B89.67 <br />w <br />o <br />E <br />� <br />W <br />GENERAL PLAN <br />o to \ >m 40 <br />GRAPHIC SCALE 15 FEET <br />5155L TRUSS <br />RIPRAP LIMITS <br />BERM (TYP.) <br />EL884.0 <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PVI STA = 3+85 <br />PVI ELEV = 889.67 <br />2.,O '------- � - -ri� riti�iti�,11;/12002 <br />:I4 ;f )a`11�1'L',1i�la i .t ��::� �!. :AMPS, 9�'•. AI M <br />'+1 ` .:Sa-VED WATER •;, <br />+EL0878.B o-2 <br />_ <br />X100 YR. HWL <br />ELBB6.1 <br />LOW MEMBER <br />EL887.0 <br />1' -6' CLASS 111 <br />RANDOM RIPRAP <br />9' GRANULAR FILTER <br />9 4/ <br />ABUTMENT <br />STEEL TRUSS <br />GENERAL ELEVATION <br />0 10 zo 40 <br />GRAPHIC SCALE IN FEET <br />CLASS 3 RANDOM RIPRAP <br />GRANULAR FILTER <br />RIPRAP SECTION <br />A <br />NOTE <br />THE 2005 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD <br />SPECIFICATIONS FOR CONSTRUCTION SHALL GOVERN. <br />THE RAILING SHALL BE IN ACCORDANCE WrTH MNDOT LRFD BRIDGE DESIGN MANUAL FOR BICYCLE <br />TRAFFF1C. <br />PVI STA = 4410 <br />P59 ELEV 889.17 <br />A.D. _ -5.00 <br />K = 8.00 <br />40' V.C. <br />-7.002 <br />PVI STA = 4+77.50 <br />PVI ELEV = 884.44 <br />A.D. - 7.00 <br />K = 5.71 <br />40' V.C. <br />NORTH <br />ABUTMENT <br />HELICAL PILES <br />0.00 <br />905 <br />-PM STA .2+25 <br />PVI- STA -- - 4+10 <br />90Q <br />PM- ELEV - .889.17 <br />LOW POINT ELEV:= 88443 ...AD: = -5:00 <br />LOW: POINT STA: _: 'N- 3936....44 8.00 <br />PM STA : 74-55. <br />PYI ELEV: 884:27. ..... <br />kD: -:7:90 <br />K -. 5.08 <br />PVI ELEV - - 889.17 <br />A.0. - -5:00 <br />4( - 8.00 <br />.. ..40.00' VC <br />895 <br />890 <br />40:00' VC <br />J <br />EL* :885 67 <br />PVC*: 2+05 <br />m <br />iv <br />VN <br />Hm <br />gym <br />4D'00': YC. <br />aP":- <br />nmmm <br />.6> <br />ay <br />..88.5 <br />880 <br />.. TRRIC:ATION <br />PIPE <br />. .... ....... 67X2'. SENCE SADDLE <br />875 <br />)rim <br />nm <br />8p <br />N� <br />w <br />as <br />a <br />0.002 <br />am <br />t+0 <br />(Aim <br />0_J <br />2. <br />LOW POINT FLE•- 864.4-4' <br />905 <br />LOW: POINT' 5TA '+=' 4+97:50: .. .. .. . <br />PVI 5TA -- 4477:50 <br />PVI ELEV: t: B64.44 <br />A-O- = 700 <br />...:. K. <br />900 <br />m n <br />m :n: <br />r .m <br />W • *- <br />40.00'. VC <br />895 <br />'BOTTOM :OR <br />SUBGRADE <br />- - EXCAVATION. <br />• <br />di <br />'COSTING • • <br />JRRIGA11ON <br />PIPE <br />590 <br />88.5.. <br />880 <br />875 <br />87Q <br />............. <br />870 <br />SCALE <br />(St* SHOE -t a' R 'I /l l N OLAN) <br />TRAIL PROFILE <br />1' =SD' <br />109162 -CPCE <br />2422 Emet)aise D9ve <br />Mendota Heights, MN 55120 <br />(651) 691-1914 <br />Fax: 681 -9488 <br />w•ww.pttmeeteaginm <br />l busby e+tI5 dear this Ptm ess pawed by Nom <br />on lee mdm my direct xe,crdm=md uvl l <br />.madly fi ®ssd Pmfawmil Enginer r""'. 0 ` <br />under tee lows oftim Seam of a9mem Rs No. 19860 e,e.t 1 -0610 <br />et =9 Rem¢r Pngioeecmg <br />kcviemne <br />12477449 <br />P16 <br />emit <br />SOUTHWEST BRIDGE <br />GENERAL PLAN & ELEVATION <br />ANOKA COUNTY PARKS <br />550 BUNKER LAKE BLVD. N.W. <br />ANDOVER, MINNESOTA 55504 -4122 <br />CHOMONIX PEDESTRIAN BRIDGES <br />LINO LAKES, MINNESOTA <br />