Laserfiche WebLink
• <br />• <br />• <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PVI STA = 0+76 <br />PVI ELEV = 883.99 <br />AD. = 7.15 <br />K = 5.59 <br />40' Y.C. <br />7.007. <br />BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />PVI STA = 1+50 <br />PM ELEV = 859.17 <br />A.O. = -5.00 <br />K = B.00 <br />40' V.C. <br />A <br />137-3' A IICFACE OF ABUT. TO BACKFACE OF ABUT. <br />135' -0' LENGTH OF SUBSTRUCTURE (END TO END OF STEEL TRUSS) <br />PVI STA = 1 +75 <br />PV1 ELEV = 889.67 <br />NOTE <br />THE SUBSURFACE UTILITY INFORMATION IN THIS <br />PLAN IS UTILITY OUALITY LEVEL D. THIS UTILITY <br />OUAUTY LEVEL WAS DETERMINED ACCORDING TO 111E <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 UNES ARE UNKNOWN_ THE CONTRACTOR <br />SHALL CONTACT GOPHER STATE ONE CALL BEFORE <br />COMMENCING EXCAVATION. <br />2+190 <br />TRAIL <br />GENERAY_ PLAN <br />0 10 20 40 <br />GRAPHIC SCALE IN FEET <br />STEEL TRUSS <br />Ulw <br />� U <br />A3+ <br />.'BEGIN TRANSITION <br />FROM 3:1 TO 2:1 <br />RIPRAP LIMITS) <br />PVI STA = 3+10 <br />PVI ELEV = 889.67 <br />2' -6' BERM (TYP.) <br />EL883.0 <br />8.•1■01,0111i11011-000KIICAGralMTIAIMMIgi WAWA Mtn, <br />1 ,-a:Sh•VED WA 8' Ra' <br />\r <br />a <br />TYPICAL SECTION <br />PI eNEER engineering <br />SOUTH <br />ABUTMENT <br />STEEL TRUSS <br />- - ' - 10-28 -09 <br />100 YR. HWL <br />EL-886.1 <br />LOW MEMBER <br />11.887.0 <br />CLASS 111 <br />RANDOM RIPRAP <br />9' GRANULAR FILTER <br />GENERAL ELEVATION <br />0 10 20 40 <br />GRAPHIC SCALE IR FEET <br />BEGIN TRANSITION <br />FROM 3:1 TO 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 IN ACCORDANCE WITH MNDOT LRFD BRIDGE DESIGN MANUAL FOR BICYCLE <br />TRAFFFIC. <br />PVI STA = 3+35 <br />PV1 ELEV = 889.17 <br />A.D. _ -5.00 <br />K =8.00 <br />40' V.C. <br />• <br />-7 00 <br />PM STA = 3+85 <br />PVI ELEV = 885.67 <br />AD. = 9 -35 <br />K = 4.28 <br />40' V.C. <br />rj'FI 877 D <br />HELICAL PILES <br />NORTH <br />ABUTMENT <br />CLASS 3 RANDOM RIPRAP <br />GRANULAR FILTER <br />RIPRAP SECTION <br />905 <br />904 <br />895 <br />690 <br />885 <br />I_OW POINT' ELEV _'884.02 <br />OW POINT STA ' =-0+56.84 <br />PM STA =' 0+76 <br />PM ELEV =' 685.99 <br />A5).' _' 7.15 -- <br />K'= 5.'59' <br />4b.DU.VC - <br />PVI - STA -_ 1+50 <br />PM ELEV - -889.17 <br />AD. -5,00 <br />48 = 8.09 <br />.PVI STA = 3+35 LOW POINT Fi0V• _. 88x.01 <br />PM ELEV - .889.17 LOW. POINT STA. = 3+94.95 <br />A.D. •=•-6.00 bill -STA = 3+85 <br />=809 <br />90.5.. <br />40.00! VC <br />40:00': VC <br />^ <br />nm <br />PM ELEV. 985,67 <br />AD.--- 9.35 <br />K•= 4.28 <br />SIN <br />np0 <br />40.00' VC ::: <br />2/1, <br />.1m <br />Irk <br />aw <br />ms <br />7m <br />CO <br />4la� <br />900 <br />895 <br />890 <br />88.5.. <br />EXISTING <br />IRRIGATION <br />PIPE <br />BOTTOM OF <br />SUBGRADE <br />EXCAVATION <br />880 <br />875 <br />870 <br />(sEt Sl-rEtis '9'rm. "OR "IGArON PLAN) <br />TRAIL PROFILE <br />870 <br />SCALE in <br />109161 -0P00 <br />2422 =",.mm .Dri.2 <br />Mendota Heights, MN 55120 <br />5 8.9 Nasser Engineering <br />(651) 681 -1914 <br />F=1681-9488 <br />10ww.pioneenmgmm . _. <br />Ibmby�h qm this p.m Yves h <br />me my Arstmpunvm v011et1 <br />om a duly Usual Inraawi Eogm21= <br />mbu the laws of Os 5=co[MI=mm _. N.e. No. 19880 DM 146.10 <br />Due 1201 <br />D ,,g„C PIC <br />Draw FINN av- <br />NORTHEAST BRIDGE <br />GENERAL PLAN & ELEVATION <br />ANOKA COUNTY PARKS <br />550 BUNKER LAKE BLVD. N.W. <br />ANDOVER, MINNESOTA 55309 -4122 <br />CHOMONIX PEDESTRIAN BRIDGES <br />LINO LAKES, MINNESOTA <br />4 OF 8 <br />