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STORMWATER POND <br />NWL=900.0 <br />HWL=904.113+0014+0012+60oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh oh <br />|||||||||||||||ELECTRIC <br />TRANSMISSION <br />EASEMENT PER <br />DOC. NO. 639490 <br />10" DIP (FROM CITY)ST0+00 <br />36+0037+0038+00 <br />39+00 40+00 <br />15" CL V RCP <br />STCB-5321 <br />8" PVC <br />STCO-5604 <br />STA 38+36.52, 57.77 RT <br />CLEAN OUT <br />INV: 897.32 <br />93' - 8" PVC @ 0.50%54' - 8" PVC @ 0.99% <br />STCO-5605 <br />STA 39+29.77, 57.85 RT <br />CLEAN OUT <br />INV: 897.79 STCO-5606 <br />STA 39+84.27, 57.90 RT <br />CLEAN OUT <br />INV: 898.33 <br />STCO-5608 <br />STA 39+84.35, 82.74 RT <br />CLEAN OUT <br />INV: 898.23 <br />STCO-5610 <br />STA 39+84.43, 107.74 RT <br />CLEAN OUT <br />INV: 898.14 <br />55' - 8" PVC @ 1.01% <br />54' - 8" PVC @ 1.00% <br />STCO-5613 <br />STA 39+84.51, 132.74 RT <br />CLEAN OUT <br />INV: 898.08 <br />55' - 8" PVC @ 1.01% <br />STCO-5612 <br />STA 39+29.92, 132.79 RT <br />CLEAN OUT <br />INV: 897.53 <br />82' - 8" PVC @ 0.50% <br />STCO-5609 <br />STA 39+29.87, 107.83 RT <br />CLEAN OUT <br />INV: 897.59 <br />STCO-5607 <br />STA 39+30.24, 82.71 RT <br />CLEAN OUT <br />INV: 897.69 <br />99' - 8" PVC @ 0.50% <br />104' - 8" PVC @ 0.50% <br />STCO-5611 <br />STA 36+25.33, 74.84 RT <br />CLEAN OUT <br />INV: 897.12 <br />28' 8" PVC <br />@ 0.49% <br />STCO-5602 <br />STA 36+83.88, 55.79 RT <br />CLEAN OUT <br />INV: 897.07 <br />STCO-5603 <br />STA 37+08.66, 61.75 RT <br />CLEAN OUT <br />INV: 897.19 <br />STCO-5601 <br />STA 36+67.66, 50.26 RT <br />CLEAN OUT <br />INV: 896.98 <br />17' 8" PVC <br />@ 0.53% <br />25' 8" PVC <br />@ 0.47% <br />26' 8" PVC <br />@ 0.51% <br />STRM- SE BACKYARD STORM <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 />907.94909.543+00 908.18908.643+50 906.45908.544+00 44+20 <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-306797' - 15" CL V RCP @ 0.50% <br />STCB-5229RIM: 906.17STA 11+52.25, 109.99' LTDESIGN HINV: 904.70 (W)-OUTLOT C <br />OUTLOT TOUTLOT S11+0012+00XX4 <br />5 <br />6 <br />BL 17 <br />1 <br />2 <br />3 <br />BL 4STREET I0+00 0+33 <br />15" CL V RCP18" CL V RCP18" CL V RCP15" CL V RCP15" CL V RCP <br />STCB-5228 <br />STCB-5230STCB-5232 <br />STCB-5229 <br />43+00 44+00 44+15 <br />K:\019789-000\Cad\Plan\3RD ADDITION\019789-000-C-STSM-PLAN.dwg 1/3/2024 8:07:22 AMSTORM LATERAL <br />PLAN AND <br />PROFILES <br />CG-26 <br />AS SHOWN SJH / JEB <br />KWHJEB / ATH <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/202459709N <br />SCALE IN FEET <br />0 <br />H: <br />20 40 <br />FILTRATION BENCH DRAINTILE AND CLEANOUTSSTREET 2N <br />SCALE IN FEET <br />0 <br />H: <br />20 40 <br />SCALE IN FEET <br />0 <br />V: <br />5 10 <br />STREET I REAR YARD STORM <br />FILTRATION BENCH NOTES <br />1.SEE DETAILS 1 AND 2 ON SHEET CS-47 FOR MORE INFORMATION. <br />2.ALL CLEANOUTS TO HAVE A RIM OF 900.00. <br />3.ALL PIPES SHOWN TO BE PERFORATED DRAINTILE PER DETAIL 1. <br />CONNECT TO EXISTING PIPE. <br />INV: 896.98