Loading...
HomeMy WebLinkAbout37_C 4.4 SOUTH RELIANCE AVENUE STORM4800481048204830484048004810482048304840-2+00-1+000+004813.11+004814.04814.72+004815.34815.93+004816.4 4817.04+004817.6 4818.25+004818.8 4814.45 4819.3 4814.886+004819.9 4815.30 4820.5 4815.737+004821.1 4816.16 4821.6 4816.598+004822.2 4817.02 4822.8 4817.459+004823.4 4817.88 4823.7 4818.1810+0011+0012+00SDI-16A - TYPE 2 STA. 10+03.30 (-14.80' L) RIM ELEV = 4823.44 E 15" DIA. INV IN = 4818.20 W 15" DIA. INV IN = 4818.20 N 15" DIA. INV IN = 4818.20 SDI-13A - TYPE 2 STA. 9+52.83 (-16.57' L) RIM ELEV = 4822.87 S 15" DIA. INV OUT = 4817.90 N 15" DIA. INV OUT = 4817.90 SDI-8A - TYPE 2 STA. 5+26.99 (-16.48' L) RIM ELEV = 4817.88 S 15" DIA. INV IN = 4814.25 W 15" DIA. INV IN = 4814.25 N 18" DIA. INV OUT = 4814.25 MH-4A - 48" MANHOLE STA. 5+01.90 (-16.50' L) RIM ELEV = 4817.60 S 18" DIA. INV IN = 4814.05 E 15" DIA. INV IN = 4814.05 W 21" DIA. INV OUT = 4813.80 15" DIA. Reinforced Concrete PipeL=47.51 S=-0.63%15" DIA. Reinforced Concrete PipeL=422.86 S=0.86%18" DIA. Reinforced Concrete PipeL=21.60 S=0.93%STA. 9+75.638" DIA. WATER MAIN PIPEINV. ELEV.= 4816.24STA. 7+10.198" DIA. WATER MAIN PIPEINV. ELEV.= 4812.76STA. 4+74.048" DIA. WATER MAIN PIPEINV. ELEV.= 4809.68STA. 2+76.888" DIA. WATER MAIN PIPEINV. ELEV.= 4807.09STA. 9+86.638" DIA. SDR 35 PVC PIPEINV. ELEV.= 4813.92STA. 7+35.958" DIA. SDR 35 PVC PIPEINV. ELEV.= 4809.87STA. 4+85.048" DIA. SDR 35 PVC PIPEINV. ELEV.= 4805.45STA. 2+65.888" DIA. SDR 35 PVC PIPEINV. ELEV.= 4801.26LOT 1 BLOCK 3 LOT 1BLOCK 5 82321 SQ FT 1.89 ACRES 28671 SQ FT 0.66 ACRES 296572 SQ FT 6.81 ACRES OPEN SPACE IBLOCK 1 LOT 2BLOCK 1 21302 SQ FT 0.49 ACRES 54992 SQ FT 1.26 ACRES 8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S10''S10''S10''S10''S10''S10''SSSSS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYD HYD 10''S10''S10''S10''S10''S10''S 10''S 10''S 10''SSSCP 3 0+001+002+003+004+005+006+007+008+009+0010+0010+50STSTST ST ST ST ST ST ST ST ST STSTSTSTSTSTSDI-10ASDI-16ASDI-13ASDI-9A - 24" X 36" RECT SDISTA. 5+26.47 (16.47' R)RIM ELEV = 4817.87E 15" DIA. INV OUT = 4814.50SDI-8AMH-4ASDI-15ASDI-7A1 - 24" X 36" SAG INLETSTA. 5+02.28 (-34.35' L)RIM ELEV = 4817.06E 15" DIA. INV IN = 4814.20W 15" DIA. INV OUT = 4814.20SDI-7A2 - 24" X 36" SAG INLETSTA. 5+02.44 (-39.82' L)RIM ELEV = 4817.09W 15" DIA. INV OUT = 4814.20SDI-11A15" DIA. Reinforced Concrete Pipe L=30.96' S=0.76%INV. OUT = 4814.25'15" DIA. Reinforced Concrete Pipe L=14.87' S=0.84%INV. OUT = 4814.20'0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.SOUTH RELIANCE AVENUE STORMSTA. -2+00 TO STA. 12+00HEC Nov 21, 2023 - 1:09pmCAD 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 C4.4AS NOTEDSOUTH RELIANCEAVENUE STORMMALFINISHED GRND. ELEV. @ ℄ STORM PIPE INV. ELEV. @ ℄SOUTH RELIANCE AVECOMPETITION DRIVE VALLEY COMMONS DRIVES.H.G.W.INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 55/C2.9)