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OUTLOT HOUTLOT F <br />OUTLOT D <br />OUTLOT A <br />OUTLOT G11+0012+009+70 10+00 11+00 12+00 13+00 14+0011+0012+0011+0012+00|||||||||||||||3317 <br />BL 3 <br />3 6 <br />BL 5 <br />324 <br />1 3 <br />2 4 <br />BL 4 <br />1 3 <br />2 4 <br />BL 6 <br />1 <br />2 <br />BL 1 <br />BL 2 STREET ASTREET BSTREET 1STREET 2STREET 1 <br />S <br />S S <br />S <br />SS STREET 1 <br />0+00 0+27 <br />15" CL V RCP 18" CL V RCP <br />18" CL V RCP21" CL III RCP15" CL V RCP15" CL V RCP15" CL V RCP15" CL V RCP15" CL V RCPSTCB-5319 <br />STCB-5306 <br />STCB-5307 <br />STCB-5305 <br />STCB-5318 <br />STCB-5304STCB-5309 <br />STCB-5310 <br />895 <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 />9+70 906.55908.410+00 906.29907.510+50 907.10907.711+00 907.91908.011+50 908.56908.112+00 908.91908.512+50 909.26908.813+00 909.15908.913+50 908.75908.614+00 <br />STCB-5306RIM: 905.67STA 10+42.00, 13.00' LT48" DIA CBMHINV: 902.40 (S)INV: 902.65 (W)INV: 902.40 (E)- R-3067STCB-5305RIM: 908.01STA 11+21.68, 17.76' LT60" DIA CBMHINV: 901.92 (W)INV: 901.92 (S)- R-3067STCB-5307RIM: 905.73STA 10+42.00, 13.00' RT2'X3' CBINV: 902.53 (N)- R-3067STCB-5306 <br />STCB-5319RIM: 906.02STA 11+47.96, 13.00' RT48" DIA CBMHINV: 902.79 (S)INV: 903.11 (N)INV: 902.79 (E)- R-3067EXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL <br />EXISTING PROFILE AT CL <br />PROPOSED PROFILE AT CL <br />-0.79%0.70% <br />-0.93% <br />1.62%PVIS: 10+00.00PVIE: 906.55PVIS: 10+42.00PVIE: 906.16PVIS: 11+82.77PVIE: 908.44PVIS: 13+18.79PVIE: 909.39-0.79%0.70% <br />-0.93% <br />1.62%PVIS: 10+00.00PVIE: 906.55PVIS: 10+42.00PVIE: 906.16PVIS: 11+82.77PVIE: 908.44PVIS: 13+18.79PVIE: 909.39158' - 18" CL V RCP @ 0.30%55' - 15" CL V RCP @ 0.25% <br />26' 15" CL V RCP <br />@ 0.50% <br />8" PVC WM <br />INV: 897.62 <br />8" PVC SSWR <br />INV: 899.29 <br />K:\019789-000\Cad\Plan\3RD ADDITION\019789-000-C-STSM-PLAN.dwg 1/3/2024 8:05:07 AMSTREET & <br />STORM SEWER <br />PLANS <br />CG-21 <br />AS SHOWN SJH / JEB <br />KWHJEB / ATH <br />N <br />SCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <br />STREET 1 <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/202459709SEE SHEET - <br />MATCHLINE -STREET 2 <br />CG-23 SEE SHEET - <br />MATCHLINE -STREET A <br />CG-19 SEE SHEET - <br />MATCHLINE -STREET B <br />CG-19 <br />SEE SHEET -MATCHLINE -STREET 1CG-22SEE SHEET - <br />MATCHLINE -STREET A <br />CG-19SEE SHEET - <br />MATCHLINE -STREET 2 <br />CG-23 SEE SHEET - <br />MATCHLINE -STREET B <br />CG-19 <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.