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SOO LINE RAILROAD60'33100'//////////////////////////////////890885885890895900905895900890885884880895900905 880875890890892 <br />890891894895897LIFT STATIONTRUNK HIGHWAY NO. 36S67°29'13"W326.44 <br />L=236.80 R=1844.87 <br />Δ=7°21'15"S45°23'31"E176.42S0°23'07"E195.69L=99.13 R=5679.58Δ=1°00'00"PROPOSED BLDG24,972 SF6 STORIESMAIN FLOOR FFE=902.00GARAGE FLOOR FFE=890.001.7%-9.1%-3.6%-3.4%-0.3%-4.3%-4.4%-5.4%-2.0%-2.0%0.3%-4.1%-3.1%1.8%875880 885 <br />890 <br />89 <br />0 <br />887 <br />888 <br />889 <br />891 <br />89 <br />1890895900 <br />890890891891 <br />905900895 885890 880885890895900 900888889891892893894896897898898899899901901890889888.02889.58889.29888.77888.74889.60890.03890.00889.90890.00890.49890.57889.91890.20891.01891.89894.73895.03894.74895.78897.32897.62897.83898.00898.58898.88899.12899.65899.75899.74900.13900.65901.18TC 901.82G 901.32G 901.32G 901.32TC 901.82G 901.32TC 901.62G 901.12G 901.05G 901.15TC 901.72G 901.22901.57901.57901.82901.78901.41TC 901.91G 901.41G 901.41G 901.41TC 901.91G 901.41901.41901.12901.02901.32901.86901.97898.70898.05897.40898.32898.44898.92900.58900.20900.18900.12900.01899.89900.12900.51900.30899.91899.68899.42899.34899.30899.23895.15895.00895.05894.98891.05890.98895.15899.41902.00902.00902.00901.93901.93902.00902.00902.00902.00902.00901.97901.50901.47901.94901.50901.60902.00901.84902.00901.84901.84901.69892.48900.82885.43878.91879.78877.44878.52878.02880.64880.69886.82886.78887.88888.39889.06890.00889.87890.00889.94889.87889.88889.82889.66890.27889.57891.00891.01887.00887.00891.27900.10899.21LoD LoD LoD LoD LoD LoD LoD LoD <br />LoD <br />LoD <br />LoD <br />LoD <br />LoD <br />LoD <br />LoD <br />LoD LoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoDLoD5+006+00 7+00 8+008+03.46 <br />EP: 8+03.46PC: 5+14.24PC: 6+46.75PT: 4+97.85PT: 6+08.73PT: 6+63.74EOF890.80104436893.07SEE SHEET C-400I-11C-22C-3444310 FT33 FT33 FT33 FTMLKJIHGFEDCBACOPYRIGHT © 2023 BY SOLUTION BLUE INC. ALL RIGHTS RESERVEDSOLUTION BLUE PROJECT NO:REVISION HISTORYDATEDESCRIPTIONI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.DATE:REG. NO.CERTIFICATION07/28/2023PRELIMINARY SUBMITTAL#01DESIGNED:REVIEWED:PHASE:SUMMARYDRAWN:INITIAL ISSUE:NOT <br /> <br />FORCONS <br />TRUC <br />T <br />ION PRELIMCADD USER: Benjamin Lucas FILE: C:\USERS\BENJAMINLUCAS\DROPBOX\PROJECTS\230303 - LITTLE CANADA AFFORDABLE - LUPE\WORKING FILES\CAD\DWG\PLAN SHEETS\C400 - GRAD.DWG PLOT SCALE: 1:1 PLOT DATE: 7/28/2023 10:18 AM <br />( IN FEET )GRAPHIC SCALESBINKnow what'sbelow.before you dig.CallR23030307-28-2023BJLC-401GRADING & DRAINAGEPLAN - NORTHBJLBJLPROPERTY LINELIMITS OF DISTURBANCEBUILDINGTOPOGRAPHIC INDEX CONTOURTOPOGRAPHIC CONTOURCURB & GUTTERSTORM SEWERDRAINTILESWALESOIL BORINGSDRAINAGE SLOPEEMERGENCY OVERFLOWFLARED END SECTIONRIP RAPGUTTER OUT CURBSPOT ELEVATIONTOP OF CURBGUTTERMATCH EXISTINGPROPOSEDLEGENDEXISTING1.0%EOF800.00802800LoD802800800.00800.00POINTNO.TOP WALLELEV.BOTTOMWALL ELEV.A892.00 892.00B898.28 891.33C899.00 891.00D897.00 892.83E896.16 893.84F896.97 895.00G900.11 897.69H897.61 893.88I894.83 891.25J894.12 890.34K893.04 889.23L892.00 889.17M892.00 891.00RETAINING WALL ELEVATIONSATC 800.00G 800.00MA 800.00LITTLE CANADA, MN <br />LITTLE CANADA DEVELOPMENTBENJAMIN LUCAS, P.E.XX.XX.202354265LITTLE CANADA, MN <br />LITTLE CANADA DEVELOPMENTBMPNO.TOP ELEV.BOTTOMELEV.WEIR (EOF)CB RIMELEV. LENGTH BREADTH1891.00 887.00 890.50 4 FT 20 FT 889.50INSTALL PER DETAIL X/XXXX, SEE SHEET C-501 FOR PIPE INVERTSINFILTRATION BASINIBMPNO.ROCKELEV.CHAMBERELEV.OUTLET CONTROL STRUCTURENO. OFCHAMBERSFOOTPRINTAREARIM DIAM. 6" ORIFICE WEIR2889.68 890.43 900.10 48" 891.48 892.48 96 + 14 CAPS4,044 SF3 882.67 883.42 889.90 48" 885.37 886.67 42 + 14 CAPS1,888 SFINSTALL PER THE DETAILS ON XXXX & XXXX, SEE SHEETS C-500 & C-501 FOR PIPE INVERTSSTORM CHAMBERSC11. PARALLEL PEDESTRIAN RAMP. SEE DETAILS FROM MNDOTSTANDARD PLAN 5-297.250 ON SHEETS XXXX2. PERPENDICULAR PEDESTRIAN RAMP. SEE DETAILS FROMMNDOT STANDARD PLAN 5-297.250 ON SHEETS XXXX3. TRANSITION FROM FLUSH CURB TO 6" CURB, SEE DETAILX/XXXX4. "GUTTER OUT" CURB. SEE DETAIL X/XXXXKEYNOTES1. CONTRACTOR SHALL REFER TO CONSTRUCTION NOTES ONC-001 PRIOR TO THE START OF CONSTRUCTION.2. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TOFINISHED SURFACE GRADE.3. SEE SHEETC-501 FOR BMP INFORMATION.NOTES