Loading...
HomeMy WebLinkAbout4192025 C500 Overall Utility Plan 2021-05-248''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''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''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''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''W8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''SS 8''SS 8''SS8''SS8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W '.STORM STORM STORM T STORM STORM STORM8''W8''W8''W43.84'N2° 42' 42.11"W 53.31'9.47'S23° 0 0 ' 3 1 . 43 "E 141 .93 ' N90° 00' 00.00"W 391.12' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59' 100.00'100.00'107.45' N90° 00' 00.00"E 368.21' N23° 00' 31.43"W 12.77'N11° 12' 45.64"W 130.85'N11° 12' 45.63"W 90.42'S0° 43' 38.03"W 66.41'N0° 43' 38.02"E 557.51'N0° 00' 00.00"E 63.01'R=330.00'L=93.33'Δ=16°12'13"R=330.00'L=39.20'Δ=6°48'19"S23° 00 ' 31 . 4 3 "E 112 .12 ' S23° 00' 31.43"E 32.59'S23° 0 0 ' 3 1 . 43 "E 67 .27 'R=270.00'L=81.02'Δ=17°11'38"R=270.00'L=27.40'Δ=5°48'54"R=330.00'L=65.93'Δ=11°26'51"R=330.00' L=10.70' Δ=1°51'25"S23° 00 ' 31 .43 "E 6 4 .09 ' S23° 00' 31.43"E 30.00'S23 ° 00 ' 31 .43 "E 69 . 5 5 'S2 3 ° 00 ' 31 .43 "E48.3 4 'R=270.00'L=2 6.46'Δ=5 °36'54"R=270.00' L=7.16' Δ=1°31'13"N0° 00' 00.00"E 63.01'N90° 00' 00.00"E 90.19' N0° 00' 00.00"E 3.39' N90° 00' 00.00"E 64.50' S0° 00' 00.00"E 3.30' S89° 58' 04.16"E 85.54' N86° 58' 55.72"E 30.35' N78° 49' 46.19"E 20.98'S11° 13' 48.14"E49.73'N78° 49' 28.94"E 72.00' WS WS W W W W W W W W WWWWWWWWWWSFIREWSFIREFIREWS WS SS SS SS SS SS SS SS SSSSSSSSSSWWWWWW11 86 9 6 77 10 4 3 SS SS SS SS SS 77 SD SD SD SD SD SD SD SS FIRE FIRE DYHSD 8''W 8''W 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''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''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''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''SS 8''SS 8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''W8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''SS 8''SS 8''SS8''SS8''W8''W8''W8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W '.STORM STORM STORM T STORM STORM STORM8''W8''W8''W43.84'N2° 42' 42.11"W 53.31'9.47'S23° 0 0 ' 3 1 . 43 "E 141 .93 ' N90° 00' 00.00"W 391.12' N90° 00' 00.00"W 391.12' S23° 00' 31.43"E 32.59' 100.00'100.00'107.45' N90° 00' 00.00"E 368.21' N23° 00' 31.43"W 12.77'N11° 12' 45.64"W 130.85'N11° 12' 45.63"W 90.42'S0° 43' 38.03"W 66.41'N0° 43' 38.02"E 557.51'N0° 00' 00.00"E 63.01'R=330.00'L=93.33'Δ=16°12'13"R=330.00'L=39.20'Δ=6°48'19"S23° 00 ' 31 . 4 3 "E 112 .12 ' S23° 00' 31.43"E 32.59'S23° 0 0 ' 3 1 . 43 "E 67 .27 'R=270.00'L=81.02'Δ=17°11'38"R=270.00'L=27.40'Δ=5°48'54"R=330.00'L=65.93'Δ=11°26'51"R=330.00' L=10.70' Δ=1°51'25"S23° 00 ' 31 .43 "E 6 4 .09 ' S23° 00' 31.43"E 30.00'S23 ° 00 ' 31 .43 "E 69 . 5 5 'S2 3 ° 00 ' 31 .43 "E48.3 4 'R=270.00'L=2 6.46'Δ=5 °36'54"R=270.00' L=7.16' Δ=1°31'13"N0° 00' 00.00"E 63.01'N90° 00' 00.00"E 90.19' N0° 00' 00.00"E 3.39' N90° 00' 00.00"E 64.50' S0° 00' 00.00"E 3.30' S89° 58' 04.16"E 85.54' N86° 58' 55.72"E 30.35' N78° 49' 46.19"E 20.98'S11° 13' 48.14"E49.73'N78° 49' 28.94"E 72.00' 10' FRONTYARD SETBACK 15' FRONTYARD SETBACK 10' P.U.E. 10' P.U.E. 10' P.U.E. 20' REARYARD SETBACK 10' SIDEYARD SETBACK 50' WATER COURSE SETBACK 60' RIGHT OF WAY 60' RIGHT OF WAY 10.00' UTILITY EASEMENT (TYP) 30.00' WIDE PUBLIC WATER & SEWER EASEMENT 32.00' WIDE PUBLIC WATER & SEWER EASEMENT 5.85' 9.92' 9.92' 5.85' 5.85' 9.92' 10.00' SEPARATION 9.50' 32.00' WIDE PUBLIC WATER & SEWER EASEMENT     VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING.  MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\4192\025 - THE BOULDERS SITE DEVELOPMENT\ACAD\SHEETS\4192025 C500 OVERALL UTILITY PLAN.DWG PLOTTED BY:CELINE SAUCIER ON Jun/04/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT  59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOULDER CREEK APARTMENTS 4192.025 MONTANA OVERALL UTILITY  PLAN C500  CMS  CMS MEE 8/10/2020 1 REVISION 1 - C.O.B. DRC REVIEW 8/10/2020CMS 3 REVISION 3 - DRC REVIEW 5/24/2021CMS 2 REVISION 2 - DRC COMMENTS 2/12/2021CMS BOZEMAN  Know what's below. before you dig.Call R Know what's below. before you dig.Call R NOTES BY SYMBOL: CONNECT TO EXISTING 8" STUB AND INSTALL ±731.5LF OF 8" CLASS 51 DIP AWWA C151 WATER MAIN @ 6.5' MIN BURY DEPTH PER COB STANDARDS. 1 2 5 4 6 7 INSTALL 1-1/2" COPPER WATER SERVICE AND 4" D.I. FIRE SERVICE PER COB STANDARDS. VERIFY SIZES WITH MECHANICAL ENGINEER PRIOR TO CONSTRUCTION. SEE MECHANICAL DESIGN FOR CONTINUATION INTO BUILDING 8 GRAPHIC SCALE 0 (IN FEET) 15 301530 1 INCH = 30 FT THIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. SHERWOOD WAY OPEN SPACE 1,967 SF OPEN SPACE 2,579 SF FUTURE BLDG SITE (NOT IN PROJECT) CONNECT 18LF OF 8" PVC SEWER MAIN TO EXISTING 8" PVC SEWER MAIN STUB & CAP. FL IN: 4734.31 @ S = 0.5%. 3 EXISTING 8" WATER MAIN (TYP) EXISTING 8" SANITARY SEWER MAIN (TYP)  EX 1.5" COPPER WATER & 4" DI FIRE SERVICE STUBS EX 4" PVC SANITARY SEWER STUB @ 2% EX 6" PVC SANITARY SEWER STUB @ 2% EX 6" PVC SANITARY SEWER STUB @ 2% FUTURE BLDG SITE (NOT IN PROJECT) FUTURE BLDG SITE (NOT IN PROJECT) FUTURE BLDG SITE (NOT IN PROJECT) EX STREAM CENTERLINE EX LOT LINE 1 1 ABIGA IL  LANE 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER. 4.ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETE DEPICTION OF EXISTING IMPROVEMENTS. 5.THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDE PROTECTION WHEN LOCATION IS KNOWN. 6.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY AUTHORIZED CITY OF BOZEMAN PERSONNEL ONLY. 7.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 8.GENERAL CONTRACTOR TO COORDINATE DRY UTILITY AND IRRIGATION REQUIREMENTS. 9.INVERT ELEVATIONS OBTAINED FROM BOULDER CREEK SUBDIVISION RECORD DRAWINGS DATED 9/12/2018 BY C&H. GENERAL NOTES: 2 3 3 4 INSTALL 2" COPPER WATER SERVICE AND 4" D.I. FIRE SERVICE STUBS PER COB STANDARDS. CONTINUATION TO BE INSTALLED IN A FUTURE PHASE.3 INSTALL ±41.4LF - 4" PVC SEWER SERVICE @ 2% SLOPE W/ CLEANOUT. CONNECT TO STUB AT ≈ 4735.74. BUILDING INV IN ≈ 4736.57 5 INSTALL ±45.2LF - 6" PVC SEWER SERVICE, SEE COB DETAIL NO. 02730-3 FOR DEEP SANITARY SEWER SERVICE.CONNECT TO STUB AT ≈ 4737.87. BUILDING INV IN ≈ 4744.50 6 EXISTING 8" D.I. WATER MAIN STUB AND CAP WITH C.O.B. BLOW OFF ASSEMBLY INSTALL ±34.1LF - 6" PVC SEWER SERVICE @ 9% SLOPE W/ CLEANOUT. CONNECT TO STUB AT ≈ 4736.92 BUILDING INV IN ≈ 4740.00 8 PROPOSED 48" SSMH (1) RIM: 4739.99 INV IN: 4734.6 INV OUT: 4734.4 4 9 243LF OF 8" PVC SEWER MAIN @ S=0.5% 9 10 10 PROPOSED 48" SSMH (2) RIM: 4742.09 INV IN: 4736.02 INV OUT: 4735.82 11 11 182.5LF OF 8" PVC SEWER MAIN @ S=0.5% 12 PROPOSED 48" SSMH (3) RIM: 4744.66 INV OUT: 4736.93 12 13 PROPOSED DRY UTILITES PROPOSED DRY UTILITES PROPOSED DRY UTILITES MECHANICAL ROOM MECHANICAL ROOM MECHANICAL ROOM 18 PLEX FFE = 4750 12 PLEX FFE = 4748.15 12 PLEX FFE = 4746.75 8/10/20 INSTALL 27 LF OF 4" PVC SEWER SERVICE STUB @ 2% SLOPE14 14 13 7 INSTALL ±72.5 LF - 6" PVC SEWER SERVICE @ 2% MIN SLOPE W/ CLEANOUT. CONNECT TO STUB AT ≈ 4736.90 PROPOSED RETENTION POND PROPOSED OVERFLOW 3 12' WIDE ALL WEATHER ACCESS ROAD CONSTRUCTED TO PROVIDE ACCESS TO UTILITIES 15 15 2 3 3