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WELL <br />M <br />GP <br />M <br />GP <br />WELL <br />MBMBMBMBEL. 940.86 <br />STA. 544+97.07 <br />60TH ST N (SFR) <br />LOW POINT <br />EL. 947.03 <br />STA. 549+75.00 <br />60TH ST N (SFR) <br />HIGH POINT <br />EL. 937.77 <br />STA. 124+21.06 <br />60TH ST N (NFR) <br />LOW POINT <br />EL. 944.61 <br />STA. 273+34.57 <br />TH 36 WB <br />LOW POINT <br />EL. 945.31 <br />STA. 273+56.34 <br />TH 36 EB <br />LOW POINT <br />EL. 945.60 <br />STA. 128+74.05 <br />60TH ST N (NFR) <br />HIGH POINT <br />EL. 944.17 <br />STA. 132+30.34 <br />60TH ST N (NFR) <br />LOW POINT <br />EL. 943.84 <br />STA. 62+45.75 <br />TH 36 WB ENTRANCE <br />LOW POINT <br />EL. 944.35 <br />STA. 71+48.41 <br />TH 36 WB EXIT <br />LOW POINT <br />EL. 944.65 <br />STA. 80+65.26 <br />TH 36 EB EXIT <br />LOW POINT <br />EL. 944.65 <br />STA. 90+76.17 <br />TH 36 EB ENTRANCE <br />LOW POINT <br />EL. 945.64 <br />STA. 81+92.78 <br />TH 36 EB EXIT <br />HIGH POINT <br />EL. 944.73 <br />STA. 60+86.78 <br />TH 36 WB ENTRANCE <br />HIGH POINT <br />18" CMP <br />15" RCPNWL=935.0 <br />BTM = 931.0 <br />WET POND <br />ZIERTMAN <br />BTM = 932.0 <br />SHAMROCK INFILTRATION BASIN <br />NWL = 938.0 <br />BTM = 931.0 <br />MOUCHET WET POND <br />BTM = 935.0 <br />KELVIN INFILTRATION BASIN <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 266+50 TO STA 281+50 <br /> SP 8204-57 (TH 36) / SP 082-617-014 / SP 206-020-005 <br />229 533 <br /> ...\Projects\2021\1210145\FINAL\DESIGN\Plan Sheets\cd820457_300drp.dgn2/3/20269:23:01 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 #82927262 <br />270 275 2807060 <br />9080270 275 280 <br />120 <br />125 <br />130 <br />540 <br />545550 <br />BTM <br />BTM <br />BTM <br />BTM <br />NWL <br />NWL <br />60TH ST N (NFR) <br />TH 36 EBTH 36 WB <br />TH 36 WB ENTRANCE <br />TH 36 WB EXIT <br />TH 36 EB ENTRANCETH 36 EB EXIT <br />WET DITCH 2 <br />WET DITCH 1 <br />RWALL 1 <br />PEMB / PUBH <br />TYPE 2 / TYPE 5 <br />WETLAND 3 <br />PEMB / PEMC / PUBH <br />TYPE 2 / TYPE 3 / TYPE 5 <br />WETLAND 1 <br />PEMB / PEMC / PUBH <br />TYPE 2 / TYPE 3 / TYPE 5 <br />WETLAND 2 <br />CASING PIPE <br />50' x 54" STEEL <br />60TH ST N (SFR) <br />4' SHLD <br />12' THRU <br />12' THRU <br />4' SHLD <br />12' THRU <br />12' THRU <br />3' SHLD <br />12' THRU <br />12' THRU <br />10' SHLD <br />12' THRU <br />13' LTL <br />4' SHLD <br />14' THRU <br />4' SHLD <br />12' THRU <br />4' SHLD <br />12' THRU <br />13' RTL <br />CITY OF GRANT <br />CITY OF LAKE ELMO <br />DITCH BLOCK. SEE DRAINAGE DETAILS.9 <br /> SEE DRAINAGE DETAILS. <br />DRAINAGE STRUCTURE DESIGN SPECIAL 5.4 <br /> SEE DRAINAGE DETAILS. <br />DRAINAGE STRUCTURE DESIGN SPECIAL 2.3 <br /> SEE DRAINAGE DETAILS. <br />DRAINAGE STRUCTURE DESIGN SPECIAL 1.2 <br />SPECIFIC NOTES <br />12' THRU <br />12' THRU <br />4' SHLD <br />4' SHLD <br />13' LTL <br />12' THRU <br />4' SHLD <br />12' THRU <br />12 <br />' THRU <br />4 <br />' SHLD <br />12' THRU/RTL <br />4' SHLD <br />12' THRU <br />12' THRU <br />10' SHLD <br />4' SHLD <br />12' THRU <br />12' THRU <br />4' SHLD <br />12' DECEL. LANE <br />8' SHLD <br />12' THRU <br />12' THRU <br />4' SHLD <br />12' ACCEL. LANE <br />8' SHLD <br />12' THRU <br />12' THRU <br />12' DECEL. LANE <br />8' SHLD <br />4' SHLD <br />12' THRU <br />12' THRU <br />4' SHLD <br />12' ACCEL. LANE <br />8' SHLD <br />547 <br />3 <br />2 <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 />SENSITIVITY <br />ENVIRONMENTAL <br />AREA OF <br />SENSITIVITY <br />ENVIRONMENTAL <br />AREA OF <br />4 <br />R <br />R <br />9 <br />R R <br />RR <br />R <br />MATCHLINE TH 36 EB STA 266+50MATCHLINE TH 36 EB STA 281+50SFR STA 553+00MATCHLINEMATCHLINE NFR STA 133+50100 <br />SCALE IN FEET <br />5016 5021 <br />51545153 5032 <br />5033 <br />5034 <br />5026 <br />5025 <br />5027 <br />5029 <br />5030 <br />5022 505350545055 <br />5060 <br />5023 <br />5040 5039 <br />5038 <br />5047 <br />5048 <br />5050 <br />5049 <br />5042 <br />5041 <br />5045 5046 <br />5079507850 <br />7 <br />75075 <br />5074 <br />5073 <br />5065 <br />505250515076 <br />5028 <br />5062 <br />5061 <br />5037 5036 <br />5035 <br />5024 <br />5044 <br />5043 <br />5017 5018 <br />5019 <br />5020 <br />5308 <br />5309 <br />5310 <br />5311 <br />R <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 PER <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 />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