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HomeMy WebLinkAbout18_C 3.2_COMPETITION DRIVE WATER P & P47904800481048204830479048004810482048304818.54809.909+004818.84809.974819.14810.0310+004819.14810.094819.04810.1411+004818.74810.194818.54810.2512+004818.24810.304819.04810.3313+004818.34810.304818.4 4810.5314+004818.7 4810.77 4819.0 4811.0215+004819.3 4811.26 4819.6 4811.5116+004819.9 4811.75 4820.2 4812.0017+004820.4 4812.24 4820.7 4812.4818+004821.0 4812.73 4821.3 4812.9719+004821.5 4813.22 4821.5 4813.4320+004821.5 4813.48 4821.6 4813.1321+004821.8 4812.74 4822.0 4812.3522+004822.0 4811.95 4821.9 4811.6423+007.5'HYD.STA. 19+89.55 (-11.00) INSTALL 8" X 6" DIA. TEE W/ MJ RESTRAINTS INV. ELEV.= 4813.41 STA. 13+52.45 (-11.00')INSTALL 8" DIA. GVW/ MJ RESTRAINTS & VBINV. ELEV.= 4810.29 STA. 19+94.49 (-11.00') INSTALL 8" DIA. GV W/ MJ RESTRAINTS & VB INV. ELEV.= 4813.42 STA. 20+54.49 (-11.00') INSTALL 8" DIA. GV W/ MJ RESTRAINTS & VB INV. ELEV.= 4813.48 INSTALL 1000 LF OF 8" DIA. CLASS 51 DI.V-BIO ENCASED WATER MAINSTA. 20+19.01 (-11.00) INSTALL 8" X 8" DIA. CROSS W/ MJ RESTRAINTS INV. ELEV.= 4813.45 STA.12+90.42 (-11.00)INSTALL 12" X 8" DIA. CROSSW/ MJ RESTRAINTSINV. ELEV.= 4810.17 STA. 10+08.908" DIA. SDR 35 PVC PIPEINV. ELEV.= 4806.72STA. 13+31.3130" DIA. A2000 PVC PIPEINV. ELEV.= 4811.80STA. 13+63.9415" DIA. RCPINV. ELEV.= 4813.36STA. 20+67.4015" DIA. RCPINV. ELEV.= 4817.48STA. 12+58.80FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4812.77STA. 13+55.94FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4812.30STA. 20+58.87FOUR 8" DIA. UTILITY CULVERTSINV. ELEV.= 4816.358''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S8''SSSSSSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STLOT 1BLOCK 4LOT 1BLOCK 6OPEN SPACE BBLOCK 6LOT 2BLOCK 6LOT 1BLOCK 7LOT 1BLOCK 9LOT 1BLOCK 10OPEN SPACE JBLOCK 528402 SQ FT0.65 ACRESLOT 2BLOCK 568595 SQ FT1.57 ACRES9+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+008" DIA. CLASS 51 DI WATER MAINL=26.00' S=-0.00% INV. ELEV. = 4810.06'8" DIA. CLASS 51 DI WATER MAINL=47.98' S=-0.00% INV. ELEV. = 4810.06'8''S S8''SS 8''W12''WHYDSTA.19+89.57 (-21.50)'INSTALL HYDRANTPER DET. 53/C3.15BURY LINE ELEV. 4820.91'2" SVC @ STA.21+66.45' (38')4" FIRE @ STA.21+68.45' (38')2" SVC @ STA.18+36.27' (-38')2" SVC @ STA.14+99.89' (-38')4" FIRE @ STA.18+38.27' (-38')4" FIRE @ STA.15+01.89' (-38')8" DIA. CLASS 51 DI WATER MAINL=26.13' S=-0.00% INV. ELEV. = 4811.80'STA. 10+19.90 (38.02')INSTALL 8" DIA. GVW/ MJ RESTRAINTS & VB& 2" BLOW OFFINV. ELEV.= 4810.06STA. 10+19.90 (-38.04')INSTALL 8" DIA. GVW/ MJ RESTRAINTS & VB& 2" BLOW OFFINV. ELEV.= 4810.06STA. 22+69.40 (-38.00')INSTALL 8" DIA. GVW/ MJ RESTRAINTS & VB& 2" BLOW OFFINV. ELEV.= 4811.808''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W12''W12''W12''W12''W12''W12''W12''W12''W12''W8''W 8''W 8''WHYD 8''W8''W8''W8''W8''W8''W8''W8''W 2''W4''W HYD0'50'100'150'SCALE1" = 50' HORIZ.1" = 5' VERT.COMPETITION DRIVE WATER P & PSTA. 9+00 TO STA. 23+00HEC Nov 20, 2023 - 9:15pmCAD FILE: M:\203430\Drawings\PHASE 2\CONSTRUCTION DRAWINGS\3. WATER.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 YC3.2AS NOTEDBMFINISHED GRND. ELEV. @ ℄ PIPE INV. ELEV.COMPETITION DRIVEWATER P & PMATCH LINE SHEET C3.2MATCH LINE SHEET C3.3 MATCH LINE SHEET C3.2MATCH LINE SHEET C3.3 MATCH LINE SHEET C3.2 MATCH LINE SHEET C3.1 MATCH LINE SHEET C3.1 MATCH LINE SHEET C3.2 SOUTH LAUREL PARKWAY POND LILY DRIVEINSTALL 6 LF OF 1" INSULATION(PER DETAIL 57/C3.15)INSTALL 6 LF OF 1" INSULATION(PER DETAIL 57/C3.15)