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OUTLOT COUTLOT COUTLOT R10+00 11+00 12+00 13+00 <br />22+0022+55N89°57'56"W 269.39BL 14123456BL 16123456BL 171234BL 1512STSTREET 2STREET IS S15" CL V RCP18" CL V RCP18" CL V RCP 15" CL V RCP <br />15" CL V RCPSTCB-5228 STCB-5230 <br />STCB-5232 <br />STMH-5201 <br />43+00895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />908.59+60 909.25908.410+00 908.62908.710+50 908.32909.011+00 908.02909.611+50 907.77909.112+00 907.86908.512+50 908.613+00 <br />STCB-5228RIM: 907.57STA 11+52.25, 13.00' LT48" DIA CBMHINV: 904.47 (S)INV: 904.22 (E)INV: 904.22 (N)- R-30670.60% <br />-1.55% <br />-0.60%PVIS: 10+00.00PVIE: 909.25PVIS: 10+35.00PVIE: 908.71PVIS: 12+81.46PVIE: 908.05BVCS: 11+75.50BVCE: 907.86PVIS: 12+13 <br />PVIE: 907.64 <br />AD: 1.20% <br />K: 62.50 <br />75.00' VC <br />EVCS: 12+50.50EVCE: 907.86LP: 12+13.00EL: 907.75STCB-5230 <br />STCB-5230RIM: 907.32STA 12+13.00, 13.00' LT48" DIA CBMHINV: 904.81 (W)INV: 904.71 (N)- R-3067EXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL <br />EXISTING PROFILE AT CL <br />PROPOSED PROFILE AT CL <br />STMH-5201RIM: 907.86STA ???, ???' ???EX 60" DIA MHCONNECT TO EXISTING PIPE. <br />INV: 903.38 <br />STCB-5232RIM: 907.31STA 12+13.00, 13.00' RT2'X3' CBINV: 904.91 (E)- R-3067-C8" PVC WM <br />INV: 899.00 8" PVC SSWR <br />INV: 897.11 <br />168' - 18" CL V RCP @ 0.50%61' - 15" CL V RCP @ 0.40% <br />26' 15" CL V RCP <br />@ 0.40% <br />EX 18" RCP @ 0.50% <br />OUTLOT C <br />OUTLOT R 9+5010+0021+00 22+00 22+55 <br />oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh <br />BL 14 <br />1 <br />2 <br />3 <br />ST <br />ST <br />STREET 2 <br />STREET IS18" CL V RCP18" CL V RCPSTMH-5201BEGIN BL-STREET 2 <br />STA: 21+43.10 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />907.41909.221+00 907.40908.621+50 908.40908.522+00 909.09908.422+50 22+75 <br />-2.00% <br />2.00% <br />-1.25%PVIS: 21+31.00PVIE: 907.02PVIS: 22+42.17PVIE: 909.25PVIS: 22+55.17PVIE: 908.99EXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL <br />EXISTING PROFILE AT CL <br />PROPOSED PROFILE AT CL <br />K:\019789-000\Cad\Plan\3RD ADDITION\019789-000-C-STSM-PLAN.dwg 1/3/2024 8:06:20 AMSTREET & <br />STORM SEWER <br />PLANS <br />CG-24 <br />AS SHOWN SJH / JEB <br />KWHJEB / ATHNSCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <br />STREET I <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONS - THIRD ADDITIONLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF01/XX/202459709STREET 2 <br />SEE RIGHT <br />MATCHLINE -STREET I <br />SEE LEFT <br />MATCHLINE -STREET 2 <br />NOTES: <br />1.DRAINTILE AND CLEANOUT LOCATIONS SHOWN ARE APPROXIMATE <br />FOR LAYOUT INFORMATION. FIELD ADJUSTMENTS MAY BE <br />NECESSARY. CONTRACTOR TO NOTIFY ENGINEER OF A PROPOSED <br />MODIFICATION TO LAYOUT. <br />2.CURB CATCH BASIN OFFSET AND RIM REFERS TO THE GUTTER LINE <br />OF THE CASTING. <br />3.SEE DETAIL STR-3 AMD STO-5 FOR ADJUSTMENT NOTES FROM <br />DESIGNFLOWLINE TO CURB INLET RIM. <br />N <br />CONNECT TO EXISTING <br />PIPE. <br />SEE SHEET CG-26