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• <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 l�^' <br />.4t;M <br />I <br />1373' BACKFACE OF ABUT. TO BACKFACE`OF ABUT. <br />135• -0' LEN(\H OF SUPERSTRUCTURE END TO END STEEL TRUSS <br />I3 100 TRAIL OF <br />is <br />PVI STA - 1 +55 <br />PVI ELEV - B84.27 <br />A.D. = 7.90 <br />K = 5.06 <br />40' V.G. <br />-1.40% <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PVI STA = 2 +25 <br />PVI ELEV - 889.17 <br />A.D. _ -5.00 <br />K = 8.00 <br />40' V.C. <br />7.00% <br />A <br />NOTE: <br />THE SUBSURFACE UTILITY INFORMATION IN THIS <br />PLAN IS UTIUTY QUALITY 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 U11UTY <br />DATA'. <br />THE EXACT LOCATIONS OF UNDERGROUND UTUTIES <br />AND PIPE ONES ARE UNKNOWN. THE CONTRACTOR <br />SHALL CONTACT GOPHER STATE ONE CALL BEFORE <br />COMMENCING EXCAVATION. <br />TYPICAL SECTION <br />PISNEERengineering <br />2422 EolapO. Drive <br />Mendota Heights, MN 55120 <br />P11 STA = 2 +50 <br />PVI ELEV = 889.67 <br />BEGIN TRANSITION <br />FROM 3:1 TO 2r1 <br />GENERAL PLAN <br />0 10 \ 20 40 <br />GRAPHIC SCALE IN FEET <br />STEEL TRUSS <br />RIPRAP UMITS\ <br />(.r <br />2• -6' BERM (TYP.) <br />EL884.0 <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PVI STA = 3+85 <br />P14 ELEV = 889.67 <br />2.10 i;-i7i7i71iei-, 010D.Tiin it p iri i�iIiI IE0,2.00% <br />MO.P1_.'J_B�71tAM. MAI >_,PAM r.M a>J•�,rAM rte. r4.21110i: <br />:So- ,4o <br />`EL878.8 <br />SOUTH <br />ABUTMFNT <br />STEEL TRUSS <br />�Lio-26 -GS - <br />100 YR. HWL <br />EL886.1 <br />LOW MEMBER <br />EL887.0 <br />1' -6' CLASS III <br />RANDOM RIPRAP <br />9' GRANULAR FILTER <br />GENERAL ELEVATION <br />0 I 11�I <br />40 <br />GRAPHIC SCALE 1N FEET <br />CLASS 3 RANDOM RIPRAP <br />RIPRAP SECTION <br />(651)681 -1914 <br />Fax: 681 -9488 <br />www.pioaeeleog.wm <br />I unify du m>a poem wn prepared ay <br />M my dimn supervision and . 1 Pau11.Aa <br />an a duly D ®ve Pmre9ma Eagan. <br />under Me laws of Me Some Mxllomam Reg No 198(0 Dye IA6-10 <br />® 2009 PioemEe®meeaed <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 WITH MNDOT LRFD BRIDGE DESIGN MANUAL FOR BICYCLE <br />TRAFFFIC. <br />PVI STA = 4+10 <br />PVI ELEV = 889.17 <br />A.D. _ -5.00 <br />K - 8.00 <br />40 V.C. <br />-7.00% <br />NORTH <br />ABUTMENT <br />Revisions <br />HELICAL PILES <br />Due 11.0N19 <br />000i_ PK <br />Down EON <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 />0.00% <br />905 <br />RVI <br />STA =.2 +25 <br />PVI - ELEV = .889.17 <br />LOW POINT ELEV : =: MAAS....AD. •= -5.00 <br />... ... ....... LOW: PONT STA: _: 1 +39:56 .... K = 8.00 <br />PVI STA = 1 +55. <br />PW ELEV: 884.27 <br />_- 7.H0 <br />90Q <br />PVI . STA .= - 4+10 <br />PVI ELEV = -889.17 <br />00 . LOW. POINT ELEY: : $94.44' <br />LOW: POINT STA: t: 4}97;90 <br />P91 STA s: 4.1.77 "50 <br />40•001: VC:: i :: :.: FYI ELEV: -: 884.44 <br />9,0. 700 <br />K -5,21 <br />8.00 <br />K 5.06 <br />895 <br />89.0 <br />40:00•' VC <br />on <br />m <br />0. <br />a <br />G1' <br />n <br />PV04:24 -05 <br />w <br />n <br />m <br />YN <br />Nm <br />gm <br />6 <br />W <br />40.001 VC <br />am <br />L4� <br />ION <br />nm <br />AA <br />QW <br />Nye <br />50 <br />as <br />11 <br />as <br />m� <br />Mn <br />A B <br />0- al <br />905 <br />900 <br />41001 VC <br />n <br />895 <br />0 <br />0.00% . <br />..88.5 <br />880 <br />EJOSAN6�.... {. <br />m <br />YELOMINE:PIPE. <br />' : IRRIGATION \, <br />PIPE ................ .... <br />875 <br />6'X2' SEVICE SADDLE <br />1 <br />4 <br />Ci <br />89Q <br />88.5. <br />EXISTING:: <br />• IRRIGATION <br />PIPE <br />85Q <br />6'X2' SENCE- SADDLE <br />BOTTOM 'OF <br />SUBGRADE <br />EXCAVATION <br />875 <br />870 <br />SOUTHWEST BRIDGE <br />GENERAL PLAN & ELEVATION <br />87Q <br />SCALE: <br />N <br />1 ° -50' <br />(SEE• SF(E t'8' PoR AIRWATION PLAN) <br />TRAIL PROFILE <br />109INLOPSE <br />ANOKA COUNTY PARKS <br />550 BUNKER LAKEBLVD. N.W. <br />ANDOVER, MINNESOTA 553044122 <br />CHOMONIX PEDESTRIAN BRIDGES <br />LINO LAKES, MINNESOTA <br />OF 8 <br />