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OUTLOT HOUTLOT G13+0014+0010+00 11+00 12+00 12+70 <br />456BL 5123BL 434BL 612STREET B <br />STREET 1SSS40+0041+0015" CL V RCP15" CL V RCP <br />STCB-5311 <br />STCB-5310 <br />STMH-5302OUTLOT FOUTLOT E11+0012+0010+00 11+00 12+00 12+60BL 3123343412BL 1BL 2STREET AS SSSTREET 139+0018" CL V RCP18" CL V RCP <br />21" CL III RCP <br />15" CL V RCPSTCB-5305 STCB-5304 <br />STCB-5309 <br />STMH-5303 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />908.19+90 909.52908.110+00 909.13908.010+50 908.75908.011+00 908.38908.011+50 908.52908.012+00 908.212+50 908.212+60 <br />STCB-5305RIM: 908.01STA 11+21.68, 17.76' LT60" DIA CBMHINV: 901.92 (W)INV: 901.92 (S)- R-30671.16%-0.60% <br />-0.77%PVIS: 9+98.50PVIE: 909.53PVIS: 11+40.18PVIE: 908.44PVIS: 11+75.00PVIE: 908.23PVIS: 12+37.31PVIE: 908.95STCB-5304STCB-5309RIM: 907.82STA 11+75.00, 12.00' RT2'X3' CBINV: 904.83 (E)- R-3067STCB-5304RIM: 907.82STA 11+75.00, 12.00' LT60" DIA CBMHINV: 904.59 (W)INV: 901.76 (N)INV: 901.51 (S)- R-3067STMH-5303RIM: 908.12STA 12+47.30, 12.00' LT60" DIA MHINV: 901.37 (N)INV: 901.27 (E)- R-1678-AEXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL <br />EXISTING PROFILE AT CL <br />PROPOSED PROFILE AT CL <br />8" PVC WM <br />INV: 896.36 <br />8" PVC SSWR <br />INV: 898.87 <br />72' - 21" CL III RCP @ 0.20% <br />24' 15" CL V RCP <br />@ 1.00% <br />54' - 18" CL V RCP @ 0.30% <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />930 <br />935 <br />909.09+90 910.29908.510+00 909.99908.810+50 909.69909.011+00 909.39908.911+50 908.89908.812+00 908.51908.912+50 908.812+70 <br />STCB-5310RIM: 908.06STA 12+43.93, 10.46' LT48" DIA CBMHINV: 904.06 (W)INV: 903.96 (S)- R-3067STMH-5302RIM: 907.39STA 12+57.93, 10.46' LT60" DIA MHINV: 900.93 (W)INV: 903.82 (N)INV: 900.83 (E)- R-1678-ASTCB-5311RIM: 908.06STA 12+43.93, 10.46' RT2'X3' CBINV: 904.16 (E)- R-3067STCB-5310 <br />EXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL <br />EXISTING PROFILE AT CL PROPOSED PROFILE AT CL <br />1.00% <br />-0.60% <br />-1.00%PVIS: 10+00.00PVIE: 910.29PVIS: 11+50.06PVIE: 909.39PVIS: 12+44.00PVIE: 908.45PVIS: 12+54.00PVIE: 908.551.00% <br />-0.60% <br />-1.00%PVIS: 10+00.00PVIE: 910.29PVIS: 11+50.06PVIE: 909.39PVIS: 12+44.00PVIE: 908.45PVIS: 12+54.00PVIE: 908.5514' - 15" CL V RCP @ 1.00% <br />21' - 15" CL V RCP @ 0.50%K:\019789-000\Cad\Plan\3RD ADDITION\019789-000-C-STSM-PLAN.dwg 1/3/2024 8:04:19 AMSTREET & <br />STORM SEWER <br />PLANS <br />CG-19 <br />AS SHOWN SJH / JEB <br />KWHJEB / ATH <br />NSCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <br />STREET B <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 1 <br />CG-22 <br />SEE SHEET - <br />MATCHLINE -STREET 1 <br />CG-21 <br />STREET A <br />SEE SHEET - <br />MATCHLINE -STREET 1 <br />CG-21 <br />SEE SHEET - <br />MATCHLINE -STREET 1 <br />CG-21 <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.BL 3BL 4SEE SHEET CG-25 <br />SEE SHEET CG-25