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HomeMy WebLinkAbout16_C 3.0_OVERALL WATER PLAN8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 8''S 8''S8''S8''S8''S8''S8''S8''S8''S8''S8''S 10''S 10''S 10''S SSSSSSSSSSSSSSSSSSSSSSS8''S8''S 8' 'S8''S8''S8''S8''SS> STSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTST ST ST ST ST ST ST LOT 1BLOCK 1LOT 1BLOCK 2PARK DBLOCK 2PARK CBLOCK 3LOT 1BLOCK 3LOT 1BLOCK 4PARK EBLOCK 4LOT 1BLOCK 5LOT 1BLOCK 6OPEN SPACE BBLOCK 6LOT 2BLOCK 6LOT 1BLOCK 7PARK FBLOCK 7OPEN SPACE CBLOCK 8LOT 1BLOCK 8PARK GBLOCK 9LOT 1BLOCK 9LOT 2BLOCK 9LOT 1BLOCK 10OPEN SPACE DBLOCK 11LOT 2BLOCK 11LOT 1BLOCK 12LOT 5BLOCK 12LOT 4BLOCK 12OPEN SPACE FBLOCK 12LOT 1BLOCK 13OPEN SPACE GBLOCK 13114372 SQ FT2.63 ACRES46623 SQ FT1.07 ACRES219698 SQ FT5.04 ACRES199824 SQ FT4.59 ACRES82321 SQ FT1.89 ACRES46280 SQ FT1.06 ACRES4660 SQ FT0.11 ACRES49003 SQ FT1.12 ACRES248183 SQ FT5.70 ACRES69951 SQ FT1.61 ACRES81278 SQ FT1.87 ACRES25664 SQ FT0.59 ACRES43836 SQ FT1.01 ACRES39362 SQ FT0.90 ACRES32231 SQ FT0.74 ACRES33736 SQ FT0.77 ACRES124344 SQ FT2.85 ACRES31328 SQ FT0.72 ACRES41668 SQ FT0.96 ACRES207192 SQ FT4.76 ACRES69031 SQ FT1.58 ACRES296759 SQ FT6.81 ACRES25656 SQ FT0.59 ACRES28671 SQ FT0.66 ACRES24548 SQ FT0.56 ACRES10013 SQ FT0.23 ACRES33943 SQ FT0.78 ACRES296572 SQ FT6.81 ACRES44193 SQ FT1.01 ACRESOPEN SPACE ABLOCK 3PARK ABLOCK 1PARK BBLOCK 217048 SQ FT0.39 ACRES21204 SQ FT0.49 ACRES92401 SQ FT2.12 ACRESOPEN SPACE ELOT 1BLOCK 1177443 SQ FT1.78 ACRESOPEN SPACE H97941 SQ FT2.25 ACRESLOT 3BLOCK 12OPEN SPACE IBLOCK 1LOT 2BLOCK 121302 SQ FT0.49 ACRES54992 SQ FT1.26 ACRESOPEN SPACE JBLOCK 528402 SQ FT0.65 ACRESLOT 2BLOCK 568595 SQ FT1.57 ACRES28227 SQ FT0.65 ACRESOPEN SPACE KBLOCK 118''S8''S8''S8''S8''S8''S8''S8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''S8''S8''SGASGASGASGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFO8''W8''W8''W8''W8''W8''W8''W8''W8''S8''S8''S 8''W8''WSSSSSHYDHYD8''S 8''S 8''S 8''S 8''S 8''S 8''S8''SSSSSS10''S10''S10''S10''S10''S10''S10''S10''S10''S10''S8''S 8''S 8''S8''SSSSSSSSS8''S8''S8''S8''S8''S8''S8''S8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W12''W 12''W 12''W 12''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''W8''W8''W8''W8''W 8''W 12''WHYDHYDHYDHYDHYDHYDHYDSHYDHYDHYD8''W8''W8''W8''S8''W8''S8''SSSST STSTSTSSHYDHYDST STFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGASGASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOT V TV TV U G P UGP GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASFOFOFOFOFO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFO FOFOFOFOGASGASGASGASGASGASGASGASGASGASUGPUGPUGPUGP UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWATWATWATWAT12''W HYD 10''W10''W10''W 8''W 8''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''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''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYDHYD8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''WHYDHYDHYDHYDHYDHYDHYDHYD10''W10''W10''W10''W10''WWATWATWATWATWATWATWATWATWATWATWATHYDHYDHYD0'120'240'360'C3.0AS NOTEDOVERALL WATER PLANBMHEC Nov 20, 2023 - 9:14pmCAD 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 YPROPOSED 8"GATE VALVE (TYP.)PROPOSED 8"WATER MAIN (TYP.)PROPOSED FIREHYDRANT (TYP.)CONNECT TO EXISTINGGATE VALVECONNECT TO EXISTINGGATE VALVECONNECT TO EXISTINGWATER MAINCONNECT TO EXISTINGGATE VALVECONNECT TO EXISTINGGATE VALVECONNECT TO EXISTINGGATE VALVEVALLEY COMMONS DRIVECOMPETITION DRIVESOUTH ELDORADO AVE.SOUTH RELIANCE AVE. SOUTH LAUREL PARKWAY POND LILY DRIVE WATER LILY DRIVE BETTY LANE C3.1C3.8C3.11C3.3C3.2C3.6C3.9C3.4C3.5C3.7C3.10REQUIRED JOINT RESTRAINT LENGTH BY DEPTH OF COVERFITTING6.5'7.0'7.5'8.0'8" DIA. 22.5° HORIZ. BEND5'5'4'4'8" DIA. 45° HORIZ. BEND10'9'8'8'8" DIA. VALVE / END CAP93'86'81'76'12" DIA. VALVE / END CAP132'123'116'109'16" DIA. VALVE / END CAP172'161'150'142'*FOR 8" TEE FITTINGS, LENGTH ALONG RUN MUST BE AT LEAST 8' IN EITHER DIRECTION* ALL LENGTHS ASSUMING POLY-WRAPPED DUCTILE IRON PIPE & 200 PSI TEST PRESSUREHUFFINE LANEFALLON STREETC3.13C3.12PROPOSED 16"WATER MAINPROPOSED 12"WATER MAINPROPOSED PRVPROPOSED UTILITYCULVERT LOCATION (TYP.)