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STRM - STCB-5105 LATERAL <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />-0+25 907.57907.60+00 0+50 0+75 <br />23' - 15" CL V RCP @ 0.40% <br />STCB-5105ARIM: 906.42STA 10+35.00, 11.54' R2'X3' CBINV: 902.84 (E)- R-3501-TSTCB-5105 <br />8" PVC WM <br />INV: 898.38 8" PVC SSWR <br />INV: 897.60 <br />STRM - STCB-5106 LATERAL <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />-0+25 906.72906.70+00 0+50 0+75 <br />23' - 15" CL V RCP @ 0.40% <br />STCB-5107RIM: 907.67STA 13+17.35, 11.54' R2'X3' CBINV: 904.07 (E)- R-3501-TSTCB-5106 <br />8" PVC WM <br />INV: 899.38 <br />8" PVC SSWR <br />INV: 896.37 <br />STRM - STCB-5108 LATERAL <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />-0+25 908.36908.40+00 0+50 0+75 <br />21' - 15" CL V RCP @ 0.60% <br />STCB-5129RIM: 906.59STA 10+34.96, 10.54' R2'X3' CBINV: 903.09 (E)- R-3501-TSTCB-5108 <br />8" PVC WM <br />INV: 898.42 8" PVC SSWR <br />INV: 896.96 <br />STRM - STCB-5109 LATERAL <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />895 <br />900 <br />905 <br />910 <br />915 <br />920 <br />925 <br />-0+25 907.27907.30+00 0+50 0+75 <br />21' - 15" CL V RCP @ 0.40% <br />STCB-5111RIM: 906.69STA 13+29.40, 10.54' R2'X3' CBINV: 903.09 (E)- R-3501-TSTCB-5109 <br />8" PVC WM <br />INV: 898.73 <br />8" PVC SSWR <br />INV: 895.68 <br />Structure Table <br />STRUCTURE <br />STCB-5103 <br />STCB-5104 <br />STCB-5105 <br />STCB-5105A <br />STCB-5106 <br />STCB-5107 <br />STCB-5108 <br />STCB-5109 <br />STCB-5110 <br />STCB-5111 <br />STCB-5129 <br />DETAILS <br /> RIM = 905.81 <br />INV IN = 901.28 (18" CL V RCP) (S) <br />INV IN = 901.81 (15" CL V RCP) (W) <br />INV OUT = 901.08 (24" CL III RCP) (E) <br /> RIM = 907.04 <br />INV IN = 902.46 (15" CL V RCP) (S) <br />INV OUT = 902.36 (15" CL V RCP) (E) <br /> RIM = 906.42 <br />INV IN = 902.75 (15" CL V RCP) (S) <br />INV IN = 902.75 (15" CL V RCP) (W) <br />INV OUT = 902.65 (15" CL V RCP) (N) <br /> RIM = 906.42 <br />INV OUT = 902.84 (15" CL V RCP) (E) <br /> RIM = 907.67 <br />INV IN = 903.98 (15" CL V RCP) (W) <br />INV OUT = 903.88 (15" CL V RCP) (N) <br /> RIM = 907.67 <br />INV OUT = 904.07 (15" CL V RCP) (E) <br /> RIM = 906.49 <br />INV IN = 902.96 (15" CL V RCP) (W) <br />INV IN = 901.58 (18" CL V RCP) (S) <br />INV OUT = 901.48 (18" CL V RCP) (N) <br /> RIM = 906.69 <br />INV IN = 903.01 (15" CL V RCP) (W) <br />INV IN = 903.41 (15" CL V RCP) (S) <br />INV OUT = 902.76 (18" CL V RCP) (N) <br /> RIM = 907.77 <br />INV OUT = 904.21 (15" CL V RCP) (N) <br /> RIM = 906.69 <br />INV OUT = 903.09 (15" CL V RCP) (E) <br /> RIM = 906.59 <br />INV OUT = 903.09 (15" CL V RCP) (E) <br />BUILD <br />HEIGHT <br />4.74 <br />4.68 <br />3.77 <br />3.58 <br />3.79 <br />3.60 <br />5.01 <br />3.93 <br />3.56 <br />3.60 <br />3.50 <br />DESCRIPTION <br />60" DIA CBMH <br />48" DIA CBMH <br />48" DIA CBMH <br />2'x3' CB <br />48" DIA CBMH <br />2'x3' CB <br />48" DIA CBMH <br />48" DIA CBMH <br />2'x3' CB <br />2'x3' CB <br />2'x3' CB <br />CASTING <br />R-3501-T <br />R-3067-C <br />R-3501-T V <br />R-3501-T V <br />R-3501-T V <br />R-3501-T V <br />R-3501-T <br />R-3501-T V <br />R-3501-T <br />R-3501-T V <br />R-3501-T <br />K:\019789-000\Cad\Plan\2ND ADDITION\019789-000-C-STST-PLAN-2ND.dwg 2/6/2023 4:42:50 PMSTORM LATERAL <br />PROFILES AND <br />STRUCTURE <br />TABLE <br />CG-106 <br />AS SHOWN KWH <br />PTHNDK/SJH <br />SCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <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 - 2ND ADDITIONLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF5970902/06/2023NOTES <br />1.THE RIMS FOR 2' X 3' CATCH BASINS AND CATCH BASIN MANHOLES ALONG THE <br />CURBLINE ARE BASED ON DESIGN FLOWLINE GUTTER GRADE. SEE DETAIL STR-3 ON <br />SHEET CS-502 AND STO-5 FOR ADJUSTMENT NOTES TO RIM.