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Home My WebLink About44.2_C 4.13 POND E&F STORM48004812482448364800481248244836-1+25-1+00-0+500+004816.224815.750+504815.75 4815.931+004817.5 4817.02 4817.3 4817.311+504816.19 4815.752+004815.75 2+503+003+504+004+25STA. 1+37.028" DIA. WATER MAIN PIPEINV. ELEV.= 4809.56SDI-17B - FLOW OVER FOREBAY MH STA. 1+58.60 (0.09' R) RIM ELEV = 4816.91 SDI-16B - FLOW OVER FOREBAY MH STA. 1+25.59 (0.56' R) RIM ELEV = 4816.90 LOT 2BLOCK 6LOT 1BLOCK 1069951 SQ FT8''W 8''W 8''W 8''S 8''S 8''S 8''S 8''S S8''W 8''W 8''W 8''W 8''W0+001+002+002+500'20'40'60'POND E&F STORMSTA. 0+00 TO STA. 2+50C4.13AS NOTEDPOND E&F STORMMALFINISHED GRND. ELEV. @ ℄HEC Nov 21, 2023 - 1:10pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\4. STORM.dwg REVISIONSDATEPROJECT NUMBERHYALITE Engineers, PLLC2304 N 7th Ave. Ste. LBozeman, MT 59715Tel: (406) 587.2781w w w . hyaliteeng. comFax: (406) 522.92252018URBAN + FARM BOZEMAN, MT11.17.2023203430PRELIMINARY 22x34 ORIGINALSSCALESHEET TITLEDESIGN BYLAUREL PARKWAY LLC11 LONE PEAK DRIVEBIG SKY, MT 59716PHASE 2 MONTANABRETT C.No. 29106 PEMEGAARDPEFORSOILNASREN I G ENE P R E L I M I N A R Y .STA. 1+47.718" DIA. SDR 35 PVC PIPEINV. ELEV. = 4811.15BOTTOM POND = 4815.75'BOTTOM POND = 4815.75'SCALE1" = 20' HORIZ.1" = 5' VERT.POND LILY DRIVE INVERT ELEV. @ ℄SDI-17B - FLOW OVER FOREBAYMH W/ RIP RAP TO POND BTM.RIM ELEV. = 4816.98SEE DETAIL 6/C4.16SDI-16B - FLOW OVER FOREBAYMH W/ RIP RAP TO POND BTM.RIM ELEV. = 4816.98SEE DETAIL 6/C4.16INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)RIP RAP TO POND BOTTOMRIP RAP TO POND BOTTOMS.H.G.W.