Laserfiche WebLink
M <br />G <br />P <br />M <br />M GP <br />M <br />GP <br />G <br />P <br />M <br />M <br />M <br />M <br />G <br />P <br />M <br />M <br />M <br />M <br />M <br />M <br />M <br />GPGP <br />G <br />P <br />G <br />P <br />100 105 <br />10 <br />15 <br />12 <br />16 <br />C <br />S <br />A <br />H <br /> <br />1 <br />3 <br /> <br />( <br />I <br />N <br />W <br />O <br />O <br />D <br /> <br />A <br />V <br />E <br />) <br />STA. 100+19.40 (HUDSON) <br />S.A.P. 206-120-002 <br />BEGIN PROJECT <br />(HUDSON) <br />{ HUDSON BLVD <br />E <br />A <br />G <br />L <br />E <br /> <br />P <br />O <br />I <br />N <br />T <br /> <br />L <br />N <br />8' TRAIL <br />12' THRU <br />12' LTL <br />12' THRU <br />12' RTL <br />12' THRU <br />12' THRU <br />12' RTL <br />12' THRU <br />12' LTL <br />12' THRU <br />12' THRU <br />12' LTL <br />12' THRU <br />B <br />B <br />B624 C&G <br />EXISTING B612 C&G <br />TRANSITION TO <br />B624 C&G <br />INTO EXISTING CURB & GUTTER <br />MATCH PROPOSED BITUMIOUS SURFACE <br />25'R25'R <br />5 <br />0 <br />0 <br />' <br />R50' <br />R <br />1:5 <br />1:10 <br />1:5 <br />LAKE ELMO <br />CITY OF <br />OAKDALE <br />CITY OF <br />12' RTL <br />8' TRAIL <br />8' TRAIL <br />8' TRAIL <br />12' LTL <br />12' LTL <br />(TRAIL_100) <br />{ TRAIL WEST <br />INSTALL LOOP DETECTORS <br />DETECTOR <br />INSTALL LOOP <br />INPLACE GROUND <br />(TOP OF BIT. SURFACE) <br />PROFILE GRADE <br />(12" BELOW TOP OF BIT.) <br />GRADING GRADE <br />L_SDG_1 <br />L_SDG_1 <br />L_SDG_2 <br />DIRECTION OF TRAVEL <br />HUDSON <br />FOUR SURVEYS OFFICE. <br />MNDOT'S OFFICE OF LAND MANAGEMENT OR THE DISTRICT <br />INFORMATION ON VERTICAL CONTROL POINTS CONTACT <br />ELEVATIONS FOR THIS PLAN ARE NAVD88 ADJUSTED. FOR <br />VERTICAL CONTROL: <br />STA. 105+23.63 <br />{ EAGLE POINT LN <br />EL. 999.71 <br />STA. 100+19.40 (HUDSON) <br />HUDSON BLVD <br />BEGIN PROFILE <br />V <br />P <br />I <br /> <br /> <br />+ <br />4 <br />1 <br />. <br />2 <br />5 <br />E <br />L <br />. <br /> <br /> <br />9 <br />9 <br />5 <br />. <br />9 <br />5 <br />-0.67% <br />-3 <br />.09% <br />450.00' V.C. <br />K = 186 <br />SSD = 670' <br />980 <br />990 <br />1,000 <br />1,010 <br />V <br />P <br />C <br /> <br />+ <br />1 <br />6 <br />. <br />2 <br />5 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />E <br />L <br />. <br /> <br /> <br />9 <br />9 <br />7 <br />. <br />4 <br />5 <br />1 <br />0 <br />4 <br />+ <br />1 <br />7 <br /> <br />S <br />D <br />G <br /> <br />L <br />T <br />E <br />L <br />. <br /> <br /> <br />9 <br />9 <br />3 <br />. <br />3 <br />3 <br />-2.52% <br />-1.71% <br />9 <br />9 <br />6 <br />. <br />6 <br />9 <br />9 <br />9 <br />2 <br />. <br />0 <br />9 <br />1 <br />0 <br />3 <br />+ <br />2 <br />2 <br /> <br />S <br />D <br />G <br /> <br />L <br />T <br />E <br />L <br />. <br /> <br /> <br />9 <br />9 <br />5 <br />. <br />2 <br />5 <br />1 <br />0 <br />6 <br />+ <br />4 <br />4 <br /> <br />S <br />D <br />G <br /> <br />L <br />T <br />E <br />L <br />. <br /> <br /> <br />9 <br />9 <br />0 <br />. <br />5 <br />0 <br />-1.50% <br />9 <br />9 <br />1 <br />. <br />8 <br />4 <br />-0.72% <br />MA <br />T <br />C <br />H <br />L <br />I <br />N <br />E <br /> <br />- <br /> <br />S <br />T <br />A <br />. <br /> <br />1 <br />0 <br />6 <br />+ <br />0 <br />0 <br />. <br />0 <br />0 <br /> <br />( <br />H <br />U <br />D <br />S <br />O <br />N <br />) <br />+XX.X <br />B <br />PLANS FOR ADDITIONAL CONSTRUCTION INFORMATION. <br />REFER TO UTILITY PLANS, INTERSECTION DETAILS, AND DRAINAGE- <br />SEE TYPICAL SECTIONS FOR DETAILS ON PROPOSED PAVEMENT INSETS.- <br />GENERAL NOTES: <br />MB <br /> <br />RRS <br />KJC <br />KJC <br /> <br />100+00 101+00 102+00 103+00 104+00 105+00 106+00 <br />990 <br />995 <br />1,000 <br />1,005 <br />1,010 <br />985 <br />990 <br />995 <br />1,000 <br />1,005 <br />1,010 <br />985 <br />HUDSON BOULEVARD IMPROVEMENTS <br />206-120-002 <br />SHEET <br />OF <br />DRAWN BY <br />DESIGNED BY <br />CHECKED BY <br />NO DATE BY CKD APPR REVISION <br />CITY OF LAKE ELMOPROJECT NO. <br />MINNESOTA STATE AID <br />CONSTRUCTION <br />NOT FOR <br />K:\Projects\City\MN\LakeElmo\2304-01161_TO6-Hudson\CAD\Plans\2304-01161_cp01.dgn4 <br />/ <br />6 <br />/ <br />2 <br />0 <br />2 <br />4 <br />1 <br />1 <br />: <br />4 <br />8 <br />: <br />3 <br />9 <br /> <br />A <br />M <br />k <br />e <br />v <br />i <br />n <br />c <br />o <br />u <br />r <br />t <br />n <br />e <br />y <br />90% PLANS <br />CONSTRUCTION PLANS AND PROFILES 58 <br />136 <br />50 <br />SCALE IN FEET <br />LEGEND <br />PARTIAL STATION <br />TRAFFIC FLOW DIRECTION <br />8" RECLAIMED AGGREGATE BASE <br />(2" SPWEA240C, 2" SPNWB230C) <br />4" BITUMINOUS PAVEMENT <br />8" AGGREGATE BASE (CV) CL 6 <br />(2" SPWEA240C, 2" SPNWB230C) <br />4" BITUMINOUS PAVEMENT <br />8" AGGREGATE BASE (CV) CL 6 <br />(SPWEA240B) <br />2.5" BITUMINOUS PAVEMENT <br />EASEMENT <br />DRAINAGE & UTILITY <br />DELIN. WETLANDS <br />CONSTRUCTION LIMITS <br />TEMPORARY EASEMENT <br />EXISTING R/W <br />BITUMINOUS DRIVEWAY PAVEMENT <br />CONCRETE DRIVEWAY PAVEMENT <br />BITUMINOUS TIE IN <br />6" CONCRETE WALK <br />MAIL BOX SUPPORT <br />PROPOSED CURB & GUTTER <br />PROPOSED CATCH BASIN <br />PROPOSED MANHOLE <br />PROPOSED APRON <br />PROPOSED PIPE SEWER (STORM) <br />DRAINAGE FLOW ARROW <br />5" CONCRETE WALK