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WELL <br />T <br />WELL MBF <br />MB18" RCP12" CPP 18" CMP 15" CMP12" CMP <br />8" PVC <br />18" CMP <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MATTHEW A. WASSMAN <br />1/21/2026 26883 <br />DRAINAGE PLANS <br /> TH 36 EB STA 295+50 TO END CONSTRUCTION <br /> SP 8204-57 (TH 36) / SP 082-617-014 / SP 206-020-005 <br />231 533 <br /> ...\Projects\2021\1210145\FINAL\DESIGN\Plan Sheets\cd820457_300drp.dgn2/3/20269:23:03 AMDATENO DWN CKD REVISIONS SHEET NO.OF SHEETSUNDER THE LAWS OF THE STATE OF MINNESOTA. <br />I AM A DULY LICENSED PROFESSIONAL ENGINEER <br />BY ME OR UNDER MY DIRECT SUPERVISION AND THAT <br />I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED PRINT NAME: <br />SIGNATURE: <br />DATE LICENSE # <br />300 305 310 <br />300 <br />305 310 <br />150 155 <br />570 <br />575 580 <br />60TH ST N (NFR) <br />TH 36 EB <br />TH 36 WB <br />60TH ST N <br />PEMA <br />TYPE 1 <br />WETLAND 5 <br />60TH ST N (SFR) <br />R <br />4' SHLD <br />12' THRU <br />12' THRU <br />4' SHLD <br />4' SHLD <br />12' THRU12' THRU <br />4' SHLD <br />12' THRU <br />12' THRU <br />2' SHLD <br />12' THRU <br />12' THRU <br />10' SHLD <br />3' SHLD <br />3' SHLD <br />12' THRU <br />12' THRU <br />10' SHLD <br />TH 36 EB STA 310+07.74 <br />END SP 8204-57 (TH 36) <br />END CONSTRUCTION <br />CITY OF GRANT <br />CITY OF LAKE ELMO <br />DITCH BLOCK. SEE DRAINAGE DETAILS.9 <br />SPECIFIC NOTES <br />4' SHLD <br />12' THRU <br />12' THRU <br />10' SHLD <br />4' SHLD <br />12' THRU <br />12' THRU <br />10' SHLD <br />SFR STA 583+28.58 <br />SP 082-617-014 <br />END SP 206-020-005 (60TH ST N (SFR)) <br />END CONSTRUCTION <br />PLACEMENT LOCATIONS. <br />SECTIONS AND STANDARD PLANS FOR EXACT <br />SCHEMATICALLY FOR CLARITY. SEE TYPICAL <br />SUBSURFACE DRAINS ARE DRAWNC. <br />BASINS TO BE REMOVED. <br />STORM SEWER, CULVERT, MANHOLE, AND CATCH <br />SEE INPLACE DRAINAGE & REMOVAL PLANS FORB. <br /> NOTED FOR GUTTER LOW POINTS. <br /> ROADWAY PROFILE GRADE UNLESS OTHERWISE <br />ALL HIGH AND LOW POINTS SHOWN ARE ON THEA. <br />GENERAL NOTES <br />SENSITIVITY <br />ENVIRONMENTAL <br />AREA OF <br />9 <br />EXISTING DITCH <br />PROPOSED DITCH <br />EXISTING STORM STRUCTURE <br />PROPOSED STORM STRUCTURE <br />SURFACE FLOW DIRECTION <br />EXISTING STORM SEWER/CULVERT <br />PROPOSED STEEL CASING PIPE <br />PROPOSED STORM SEWER/CULVERT <br />PROPOSED SUBSURFACE DRAIN <br />STANDARD PLATE <br />RANDOM RIPRAP PLACED PERMATCHLINE TH 36 EB STA 295+50SFR STA 568+50MATCHLINE100 <br />SCALE IN FEET <br />LEGEND <br />EXISTING STRUCTURE NUMBER <br />PROPOSED STRUCTURE NUMBER <br />DELINEATED WET DITCH <br />DELINEATED WETLAND <br />PERMANENT EASEMENT <br />TEMPORARY EASEMENT <br />PROPOSED RIGHT-OF-WAY <br />EXISTING RIGHT-OF-WAY <br />CONSTRUCTION LIMITS <br />M <br />5XXX <br />XXXX <br />5160 <br />5159 <br />5158 <br />5161 <br />5156 <br />5155 <br />5157 <br />5116 <br />5115 <br />5204 5203 <br />MnDOT ROW <br />Washington County ROW <br />City of Lake Elmo ROW <br />Existing City D&U Easement <br />Proposed City D&U Easement <br />DRAFT <br />COPY