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OUTLOT MOUTLOT B <br />OUTLOT NOUTLOT J <br />OUTLOT A <br />OUTLOT KOUTLOT I11+0012+0014+00 15+00 16+00 17+00 17+8011+0012+00BL 12 <br />3 <br />4 <br />BL 13 <br />1 <br />2 <br />3 <br />4 <br />6 <br />BL 7 <br />3 6 <br />BL 10 <br />3 6 <br />3 <br />4 <br />BL 8 <br />1 3 <br />2 4 <br />BL 11 <br />1 3 <br />2 4 <br />ST <br />S <br />STREET 1 STREET 1 STREET DSTREET CS <br />S SS <br />END BL-STREET 1 <br />STA: 15+52.81 <br />VANDERBIE STREET13+0014+0015" CL V RCP <br />15" CL V RCP15" CL V RCP <br />15" CL V RCP18" CL V RCP15" CL V <br /> <br />R <br />C <br />P <br />15" CL V RCP <br />15" CL V RCP <br />15" CL V RCP <br />21" CL III RCPSTCB-5308 <br />STCB-5313 <br />STCB-5312 <br />STMH-5314 STCB-5315 <br />STCB-5317 <br />STCB-5216 <br />STCB-5215 <br />STCB-5213 STCB-5212 <br />STCB-5216A <br />BEGIN BL-STREET 1 <br />STA: 16+60.74 <br />BL-STREET 1 <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 />908.75908.614+00 908.36908.514+50 908.09908.215+00 908.26908.415+50 908.83908.416+00 908.34908.016+50 907.95908.417+00 908.14908.417+50 18+00 <br />STMH-5314RIM: 908.20STA 11+37.21, 12.00' LT48" DIA MHINV: 904.17 (W)INV: 904.17 (E)INV: 904.07 (S)- R-1678-ASTCB-5216RIM: 907.32STA 17+24.85, 13.01' LT48" DIA CBMHINV: 903.95 (S)INV: 903.95 (E)- R-3067STCB-5315RIM: 907.66STA 15+05.14, 13.00' LT48" DIA CBMHINV: 904.50 (E)INV: 904.50 (S)INV: 904.40 (W)- R-3067STCB-5315STCB-5317RIM: 907.66STA 15+05.13, 13.00' RT2'X3' CBINV: 904.64 (N)- R-3067STCB-5216ARIM: 907.32STA 17+24.85, 13.00' RT2'X3' CBINV: 904.05 (N)- R-3067STCB-5216 <br />STCB-5308RIM: 908.05STA 14+20.82, 13.00' LT2'X3' CBINV: 904.40 (E)- R-3067STCB-5316RIM: 907.85STA 15+64.3, 13.0' LTEX 2'X3' CBSTMH-5218ARIM: 908.82STA 12+99.6, 12.1' LTEX 48" DIA MHSTCB-5218RIM: 908.12STA 16+48.2, 12.9' LTEX 48" DIA CBMHSTCB-5215RIM: 908.39STA 11+22.30, 12.00' LT72" DIA CBMHINV: 903.76 (W)INV: 903.86 (E)INV: 903.59 (S)- R-3067-CCONNECT NEW STRUCTURE <br />TO EXISTING PIPE. <br />INV: 904.50 EXISTING ELEVATION AT CL PROPOSED ELEVATION AT CL <br />EXISTING PROFILE AT CL <br />PROPOSED <br />PROFILE AT CL <br />-0.79%1.55%-0.82%0.60%1.75%-1.75%-0.60%PVIS: 15+76.82PVIE: 908.42PVIS: 16+06.82PVIE: 908.95PVIS: 16+36.82PVIE: 908.42PVIS: 16+60.74PVIE: 908.28PVIS: 17+24.85PVIE: 907.75PVIS: 17+58.83PVIE: 908.28LP: 15+05.18EL: 908.09PVIS: 15+00 <br />PVIE: 907.96 <br />AD: 1.39% <br />K: 54.00 <br />75.00' VC <br />BVCS: 14+62.50BVCE: 908.26EVCS: 15+37.50EVCE: 908.18-0.79%1.55%-0.82%0.60%1.75%-1.75%-0.60%PVIS: 15+76.82PVIE: 908.42PVIS: 16+06.82PVIE: 908.95PVIS: 16+36.82PVIE: 908.42PVIS: 16+60.74PVIE: 908.28PVIS: 17+24.85PVIE: 907.75PVIS: 17+58.83PVIE: 908.28LP: 15+05.18EL: 908.09PVIS: 15+00 <br />PVIE: 907.96 <br />AD: 1.39% <br />K: 54.00 <br />75.00' VC <br />BVCS: 14+62.50BVCE: 908.26EVCS: 15+37.50EVCE: 908.1848' 15" CL V RCP <br />@ 0.40% <br />39' 15" CL V RCP <br />@ 0.60% <br />26' - 15" CL V RCP @ 0.52% <br />26' 15" CL V RCP <br />@ 0.40% <br />46' - 15" CL V RCP @ 0.50%EX 15" RCP @ 0.59%EX 15" RCP @ 0.51% <br />8" PVC SSWR <br />INV: 897.19 <br />8" PVC WM <br />INV: 899.31 <br />8" PVC SSWR <br />INV: 897.12 <br />8" PVC WM <br />INV: 899.53 <br />K:\019789-000\Cad\Plan\3RD ADDITION\019789-000-C-STSM-PLAN.dwg 1/3/2024 8:05:27 AMSTREET & <br />STORM SEWER <br />PLANS <br />CG-22 <br />AS SHOWN SJH / JEB <br />KWHJEB / ATH <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 -MATCHLINE -STREET 1CG-21SEE SHEET - <br />MATCHLINE -STREET C <br />CG-20 SEE SHEET - <br />MATCHLINE -STREET D <br />CG-20 <br />SEE SHEET - <br />MATCHLINE -STREET D <br />CG-20 NSCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <br />SEE SHEET - <br />MATCHLINE -STREET C <br />CG-20 <br />CONNECT TO <br />EXISTING PIPE <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 />SEE SHEET CG-25