Laserfiche WebLink
A <br />HORIZONTAL ALIGNMENT <br />POINT STATION DELTA <br />RADIUS BEARING NORTHING FASTING <br />COUNTY ROAD 10 TRAIL -SEGMENTS 9 S 10 <br />& <br />POT <br />100+00.00 <br />S 50-00-00 E 216448.1104 542584.0887 <br />PC <br />100+22.51 <br />216431.6397 542601.3342 <br />PI <br />100+42.02 06-22-53 LT <br />350.00 S 58-22-53 E 216419.0986 542616.2802 <br />PT <br />100+61.49 <br />216408.2962 542832.5275 <br />PC <br />100+62.24 <br />216407.8811 542833.1518 <br />PI <br />100+95.48 10.5059 RT <br />350.00 S45 -31-53E 216389.4783 542660.8307 <br />PT <br />101+26.52 <br />216366.1942 542684.5507 <br />PC <br />101+71.15 <br />216336.3347 542714.9694 <br />PI <br />101+84.80 04-28-07 LT <br />350.00 S50 -00-00E 216326.7686 542724.7144 <br />PT <br />107+98A0 <br />216317.9913 542735.1750 <br />PC <br />104+01.28 <br />216187.6132 542890.5536 <br />PI <br />104+20.91 20-14-41 LT <br />110.00 S 70-14-41 E 216174.9899 542905.5974 <br />PT <br />104+40.14 <br />218168.3521 542924.0800 <br />PC <br />104+41.21 <br />216167.9915 542925.0839 <br />PI <br />104+73.43 3239-12 RT <br />110.00 S37 -35-30E 216157.1005 542955.4093 <br />PT <br />105+03.90 <br />216131.5687 542975.0655 <br />PC <br />105+19.45 <br />218719.2467 542880.5518 <br />PI <br />105+32.55 12-27-28 LT <br />120.00 S 5Q02SII E 216108.8688 542992.5416 <br />PT <br />105+45.54 <br />216100.4584 543002.5820 <br />PC <br />108+38.50 <br />215912.3422 543227.1628 <br />PI <br />108+55.66 05-3653 LT <br />350.00 S55 -39-50E 215901.3275 543240.3198 <br />PT <br />108+72.80 <br />215891.8410 543254.4918 <br />PC <br />110+35.10 <br />215800.0935 543388.5146 <br />PI <br />110+63.22 09711-13 RT <br />350.00 S 46-28-37 E 215784.2323 543411.7349 <br />PT <br />110+91.22 <br />215764.8672 543432.1250 <br />PC <br />111+68.69 <br />215711.5197 543488.2964 <br />PI <br />111+91.14 05-08.27 LT <br />SOO.00 S51 -37474E 215698.0627 543504.5721 <br />PT <br />112+13.55 <br />215882.1251 543522.1675 <br />PC <br />114+95.93 <br />215508.7941 543743.5219 <br />PI <br />115+00.27 01-25-12 RT <br />350.00 S50.1152E 215504.1009 543746.9220 <br />PT <br />115+04.61 <br />215501.3243 543750.2544 <br />PI <br />115+75.00 <br />S41 -53-07E 215456.2855 543804.3314 <br />PI <br />116+52.39 <br />S 43-30-33 E 215398.6443 543856.0051 <br />PC <br />118+66.09 <br />275388.7135 543865.4327 <br />PI <br />116+86.14 69-10-15 LT <br />250.00 S 52-40-48 E 215374.1717 543879.2382 <br />PT <br />117+08.10 <br />275382.0158 543895.1815 <br />PC <br />117+56.49 <br />1215331.4879 543935.2524 <br />PI <br />117+88.68 14-40-30 RT <br />250.00 S 38-00.18 E 1215311.9511 543960.8533 <br />PT <br />118+20.52 <br />1215286.5854 543980.8748 <br />PC <br />118+38.01 <br />215272.8034 543991.4445 <br />PI <br />118+51.51 12-19-22 LT <br />125.00 S 50.19-40 E 215282.1706 543999.7532 <br />PT <br />118+84.90 <br />215253.5561 544010.1398 <br />PC <br />129+86.94 <br />214550.0167 544858.3966 <br />PI <br />130+11.99114-40-09 LT <br />350.00 S 6459-49 E 214521.2568 5448930724 <br />PT130+58.55 <br />105+69 TO 106+09 <br />2145022154 544933.9010 <br />PC <br />130+89.30 <br />214498.8260 544945.4571 <br />PI <br />131+02.21 1459.49 RT <br />250.00 S 50-00-00 E 214482.9176 544975.2797 <br />PT <br />131+34.74 <br />214461.7658 545000.4874 <br />C. R. IO TRAIL <br />106+09 <br />13' <br />B I <br />s <br />B <br />� <br />EXISTING DRAINAGE <br />$ <br />aa <br />H <br />& <br />ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE <br />ALIGNMENT <br />STATION <br />TI <br />STATION <br />OFFSET <br />LEFT RIGHT <br />[FT] [FT] <br />DESCRIPTION <br />DUALITY <br />LEVEL <br />LEAVE <br />AS IS <br />REMOVE <br />CULVERT APRON <br />RIN FT] [EACH] <br />RIPRAP <br />[CU YD] <br />15" <br />APRON <br />[EACH] <br />CLEAN <br />CULVERT <br />[LIN FT] <br />RANDOM <br />RIPRAP <br />NOTES <br />CL II <br />[CU YD] <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD <br />CR70TRAL 10H97.5 tib L 970.00 1 <br />GRIOTRAL 101+79.1 9.5 R CB 1 1 911.40 910.09 909.81 28 1.00% <br />VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT <br />c° <br />SS -105 CRIOTRAL 104+23.7 18.5 L FES 1 906.96 11 <br />ELEVATIONS. <br />SS -107 CRIOTRAL 103+60.4 10.9 L CB 1 1 910.60 907.87 SS -106 907.16 1 EXISTING PIPE <br />SS -110 CRIOTRAL 107+84.0 13.9-L FES 905.80 7 <br />C.R. IO TRAIL <br />102+04 <br />13' <br />APRON <br />D <br />X <br />TOTAL 4 3 1 52 26 94 2 2 3 1 4 4 <br />1 <br />4 <br />1 <br />4 1 <br />C.R. 10 TRAIL <br />102+04 TO 102+50 <br />13' - 17 <br />15" CMP <br />D <br />X <br />48 <br />C.R. 10TRAL <br />102+50 <br />17 <br />APRON <br />D <br />X <br />1 <br />4 <br />1 <br />4 1 <br />CR 10TRAL <br />103+61 <br />11' <br />APRON <br />D <br />1 <br />C.R.IOTRAL <br />103+61 TO 104+23 <br />11' - 9' <br />15'CMP <br />D <br />10 <br />49 <br />C.R. IO TRAIL <br />104+23 <br />9' <br />APRON <br />D <br />1 <br />C.R. IO TRAL <br />105+89 <br />13' <br />APRON <br />D <br />X <br />C.R. IO MAL <br />105+69 TO 106+09 <br />13' - 13' <br />15"CMP <br />D <br />X <br />40 <br />C. R. IO TRAIL <br />106+09 <br />13' <br />APRON <br />D <br />X <br />C.R. 10TRAL <br />108+80 <br />18' <br />APRON <br />D <br />X <br />C.R. 10TRAL <br />106+80 TO 107+15 <br />18' - 19 <br />151CMP <br />D <br />X <br />33 <br />C.R. 10TRAL <br />107+14 <br />19' <br />APRON <br />D <br />X <br />CR 10TRAL <br />1G8+40 <br />13' <br />APRON <br />D <br />X <br />C. R. IO TRAIL <br />180+40 TO 109+G2 <br />13' - 6 <br />18"CMP <br />D <br />X <br />62 <br />C.R. 10TRAL <br />109+02 <br />6' <br />APRON <br />D <br />X <br />C.R. IO TRAIL <br />109+65 <br />77' <br />APRON <br />D <br />X <br />C.R. 10TRAL <br />109+65 TO 109+81 <br />7T - 18' <br />18"RCP <br />D <br />X <br />C.R. IO TRAIL <br />109+81 <br />18' <br />APRON <br />D <br />X <br />C.R. 10TRAL <br />115+46 <br />1' <br />APRON <br />D <br />1 <br />1 <br />C.R. 10TRAL <br />115+46 TO 116+66 <br />1' - 16 <br />171CMP <br />D <br />X <br />116 <br />C.R.IOTRAL <br />116+68 <br />16' <br />APRON <br />D <br />1 <br />C.RIOTRAL <br />118+54 <br />27 <br />APRON <br />D <br />X <br />C.R.10TRAL <br />118+54 TO 119+06 <br />22' - 23' <br />15"CMP <br />0 <br />X <br />50 <br />C.R.IOTRAL <br />119+08 <br />23' <br />APRON <br />D <br />X <br />10 <br />6 <br />8 I <br />2 I398 <br />8 <br />GENERAL INFORMATION: <br />STORM SEWER IS SHOWN IN APPROXIMATE LOCATION BASED <br />s <br />B <br />� <br />3 3 <br />$ <br />aa <br />H <br />& <br />ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY LOCATIONS. <br />GENERAL INFORMATION: <br />STORM SEWER IS SHOWN IN APPROXIMATE LOCATION BASED <br />ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY LOCATIONS. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD <br />VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT <br />STATION OFFSET INFORMATION IS MEASURED TO CENTER OF <br />STRUCTURE UNLESS OTHERWISE NOTED. <br />NOTES: <br />(1) DESIGNATIONS FOR DESIGN STRUCTURES TO BE USED: <br />DES -1 (SEE MNDOT DETAIL PLATE 4006L) <br />(2) DESIGNATIONS FOR CASTINGS TO BE USED: <br />C-1 (SEE MNDOT DETAIL PLATE 4143E FOR STOOL) <br />(NEENAH R-4342 OR APPROVED EQUAL) <br />C-2 (NEENAH R-1642 OR APPROVED EQUAL) <br />1 CASTINGS FOR NEW STRUCTURES SHALL BE INCLUDED IN <br />THE COST OF THE STRUCTURE. <br />(3) REQUIRED GEOTEXTILE FILTER BLANKET SHALL BE <br />INCIDENTAL TO RIPRAP. <br />gaz <br />g3 <br />C STORM SEWER SCHEDULE <br />STRUCTURES PIPE APRON ELBOW RANDOM <br />CONNECT TO <br />STRUC. DESIGN (7) CASTING (2) INVERTdDRAINSINVERT e" 12" 15" RIPRAP EXISTING <br />ALIGN STATION FFSE e" 12" 16" 15" CL 11 COMMENT <br />NO. TYPE RIM OUTIN PVC HDPE HDPE SLOPE STORM SEWER <br />DES -1 C-1 C-2 <br />ELEV..ELEV. (3) <br />EACH ACH ACH INF INF INF ACH ACH ACH ACH ACH <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD <br />CR70TRAL 10H97.5 tib L 970.00 1 <br />GRIOTRAL 101+79.1 9.5 R CB 1 1 911.40 910.09 909.81 28 1.00% <br />VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT <br />c° <br />SS -105 CRIOTRAL 104+23.7 18.5 L FES 1 906.96 11 <br />ELEVATIONS. <br />SS -107 CRIOTRAL 103+60.4 10.9 L CB 1 1 910.60 907.87 SS -106 907.16 1 EXISTING PIPE <br />SS -110 CRIOTRAL 107+84.0 13.9-L FES 905.80 7 <br />SS -111 CRIOTRAL 107+84.3 12.1 R FES 906.90 SS -110 905.80 26 4.23% 1 <br />SS -115 CRIOTRAL 115+15.1 17.7 R FES 907.00 1 4 <br />SS -116 CRIOTRAL 115+51.6 1.2 R 909.60 907.50 SS -115 907.00 40 1.25% 1 1 22.5D BEND <br />STATION OFFSET INFORMATION IS MEASURED TO CENTER OF <br />TOTAL 4 3 1 52 26 94 2 2 3 1 4 4 <br />STRUCTURE UNLESS OTHERWISE NOTED.0 <br />STORM SEWER NOTES: <br />1. APRON BURIED. EXPOSE AND VERIFY. <br />e <br />n <br />O1Znm <br />x g o <br />R v <br />G'3i v. <br />Y u L X <br />HmV1LuiO. <br />ry a <br />N <br />N C Y u e B <br />C N L uyGt41j <br />NOKQQ E? <br />3 OF 44 <br />GENERAL INFORMATION: <br />STORM SEWER IS SHOWN IN APPROXIMATE LOCATION BASED <br />ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE <br />RESPONSIBLE FOR FIELD VERIFYING ALL UTILITY LOCATIONS. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD <br />VERIFYING ALL EXISTING AND PROPOSED RIM AND INVERT <br />STATION OFFSET INFORMATION IS MEASURED TO CENTER OF <br />STRUCTURE UNLESS OTHERWISE NOTED. <br />NOTES: <br />(1) DESIGNATIONS FOR DESIGN STRUCTURES TO BE USED: <br />DES -1 (SEE MNDOT DETAIL PLATE 4006L) <br />(2) DESIGNATIONS FOR CASTINGS TO BE USED: <br />C-1 (SEE MNDOT DETAIL PLATE 4143E FOR STOOL) <br />(NEENAH R-4342 OR APPROVED EQUAL) <br />C-2 (NEENAH R-1642 OR APPROVED EQUAL) <br />1 CASTINGS FOR NEW STRUCTURES SHALL BE INCLUDED IN <br />THE COST OF THE STRUCTURE. <br />(3) REQUIRED GEOTEXTILE FILTER BLANKET SHALL BE <br />INCIDENTAL TO RIPRAP. <br />O <br />4d <br />Z 0) <br />2 <br />z <br />w <br />O <br />% (W <br />N ] 0ELEVATIONS. O65-700 <br />ZSS-101 <br />= m65-102 <br />O 1 - <br />` O <br />- <br />O Q <br />O <br />w <br />(� <br />Z <br />O <br />O <br />C STORM SEWER SCHEDULE <br />STRUCTURES PIPE APRON ELBOW RANDOM <br />CONNECT TO <br />STRUC. DESIGN (7) CASTING (2) INVERTdDRAINSINVERT e" 12" 15" RIPRAP EXISTING <br />ALIGN STATION FFSE e" 12" 16" 15" CL 11 COMMENT <br />NO. TYPE RIM OUTIN PVC HDPE HDPE SLOPE STORM SEWER <br />DES -1 C-1 C-2 <br />ELEV..ELEV. (3) <br />EACH ACH ACH INF INF INF ACH ACH ACH ACH ACH <br />CR70TRAL 10H97.5 tib L 970.00 1 <br />GRIOTRAL 101+79.1 9.5 R CB 1 1 911.40 910.09 909.81 28 1.00% <br />CR707RAL 702+80.2 15.2 L 908.50 1 <br />SS -103 CRIOTRAL 102+79.7 9.3 R CB 1 1 910.80 908.75 908.50 24 1.04% <br />SS -105 CRIOTRAL 104+23.7 18.5 L FES 1 906.96 11 <br />SS -106 CRIOTRAL 104+10.7 10.6 L MH 1 1 910.50 907.16 SS -105 906.% 14 1.43% 1 <br />SS -107 CRIOTRAL 103+60.4 10.9 L CB 1 1 910.60 907.87 SS -106 907.16 1 EXISTING PIPE <br />SS -110 CRIOTRAL 107+84.0 13.9-L FES 905.80 7 <br />SS -111 CRIOTRAL 107+84.3 12.1 R FES 906.90 SS -110 905.80 26 4.23% 1 <br />SS -115 CRIOTRAL 115+15.1 17.7 R FES 907.00 1 4 <br />SS -116 CRIOTRAL 115+51.6 1.2 R 909.60 907.50 SS -115 907.00 40 1.25% 1 1 22.5D BEND <br />SS -117 CRIOTRAL 117+09.3 18.1 L FES 908.27 SS -116 907.50 40 0.49% 1 1 EXTEND EXIST14G PPE <br />TOTAL 4 3 1 52 26 94 2 2 3 1 4 4 <br />3 OF 44 <br />