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Lakes @ Valley West Subdivision Ph 3
N:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\0 COVER.DWG PLOTTED BY:COOPER KRAUSE ON Jul/18/20172880 Technology Blvd West, Bozeman, MT 59718Phone: 406.587.0721 | Fax: 406.922.6702QUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleengineers surveyors planners scientistsMorrisonMaierleTHE LAKES AT VALLEY WEST SUBDIVISION-PHASE 3BOZEMAN, MONTANANOVEMBER, 2016PREPARED BY:SET NO.MMI PROJECT NO. 5352.007APPROVED BY:JAMES R. NICKELSONProject Manager©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains allcommon law, statutory, and reservedrights including the copyright thereto.Unauthorized use of this document isstrictly prohibited and may be unlawful.DILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECT LOCATIONLOCATION MAPVICINITY MAPNO SCALENO SCALEPROJECTLOCATIONBOZEMANHUFFINE LANECOTTONWOOD RD DURSTON RD19TH AVE MAIN STTHE LAKES AT VALLEY WEST- PHASE 3SHEETTITLECOVERCOVER SHEETGENERAL SHEETSG-1STANDARD ABBREVIATIONS, GENERAL NOTES, LEGENDG-2SURVEY CONTROLROAD PLAN AND PROFILE SHEETSR-1WESTGATE AVENUE 8+00 TO ENDR-2WESTMORLAND DRIVE 0+00 TO ENDR-3ARNHEM WAY- A & ARNHEM WAY-B 0+00 TO ENDR-4ARNHEM WAY- C 0+00 TO ENDSANITARY SEWER PLAN AND PROFILE SHEETSSS-1WESTGATE AVENUE 8+00 TO ENDSS-2WESTMORLAND DRIVE 1+00 TO 9+03AND WOONER- SOUTH 5+00 TO ENDSS-3ARNHEM WAY- A & ARNHEM WAY-B 0+00 TO ENDSS-4ARNHEM WAY- C 0+00 TO ENDWATER PLAN AND PROFILE SHEETSW-1WESTGATE AVENUE 8+85 TO ENDW-2WESTMORLAND DRIVE 15+00 TO ENDAND WOONERF-SOUTH 5+00 TO ENDW-3ARNHEM WAY- A & ARNHEM WAY-B 0+00 TO ENDW-4ARNHEM WAY- C 0+00 TO ENDSTORM DRAIN PLAN AND PROFILE SHEETSSD-1WESTGATE AVENUE AND OPEN SPACE STORM DRAINSD-2STORM TECH SYSTEMS 1A & 1BSD-3STORM TECH SYSTEMS 2SD-4STORM TECH SYSTEM DETAILSSD-5STORM DRAIN GRADING DETAILSELECTRICAL SHEETSE-1SYMBOL LEGEND, AND ABBREVIATION, AND SCHEDULESE-2ELECTRICAL DETAILSE-3SITE LIGHTING PLANDETAIL SHEETSD-1DETAILS- ROAD SECTIONSD-2DETAILSD-3INTERSECTION GRADING DETAILSD-4INTERSECTION GRADING DETAILSD-5TRAIL GRADING DETAILSPREPARED FOR:THE LAKES AT VALLEY WEST, BOZEMAN, LLC.JAMES R. NICKELSONJAMES A. ULLMANBRAD J. HAMMERQUIST11/03/20165352.007-088-000318EX. 1EXHIBIT: SIDEWALK TO BE INSTALLED UNDER THIS CONTRACTREVISED 12/2016WOONERF- SOUTH STREET NAME WILL BE HERSTAL WAYRECORD DRAWINGJULY 2017 ///WESSDSSNGXXOOHPE6SE4SE10SE12SUCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\1 GENERAL NOTES.DWG PLOTTED BY:COOPER KRAUSE ON Jul/18/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3BOZEMANMONTANASTANDARD ABBREVIATIONS, GENERAL NOTES, LEGEND5352.00718G-1CPKCPKJRN11/2016BJH11/03/2016JAMES R. NICKELSON906307/2017RECORD DRAWING WWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWGVWVGVWVWVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTOHPOHPOHPOHPOHPOHPOHPWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWV WVWVWV1034749.31CP1074745.98CP1084742.64CP1134755.72CPHORIZ. SCALE IN FEET0100100200COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\G-2- SURVEY CONTROL.DWG PLOTTED BY:COOPER KRAUSE ON Jul/27/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3BOZEMANMONTANASURVEY CONTROL5352.0072G-2CPKCPKJRN11/2016BJH11/03/20161UPDATED LOT 13 & 14, ADDED HERSTAL WAY STREET NAME 01/30/2017CPKJAMES R. NICKELSON906307/2017WESTMORLANDDRIVEWESTGATE AVENUE DURSTON ROADARNHEM WAYVERMEER LANEDEFLT WAYLAUREL PARKWAY WOONERF SOUTH WESTMORLAND DRIVEEXISTING PHASE 1EXISTING PHASE 2 PHASE 3FUTURE PHASESCONTROL POINTSWELLS (3) TO BE ABANDONED PERARM 36.21.370 BY A LICENSED WELL DRILLER.NOTE:COORDINATES ARE MONTANA STATE PLANE COORDINATES,SINGLE ZONE, NAD83, REFERENCED TO C.O.R.S. STATION 'MTSU'.9(57,&$/'$780,6&,7<2)%2=(0$1>1$9' @(HERSTAL WAY)RECORD DRAWINGCONTROL POINT REMOVEDDURING CONSTRUCTIONFIRE HYDRANTELEV= 4751.53FIRE HYDRANTELEV=4749.44FIRE HYDRANTELEV= 4750.66FIRE HYDRANT BENCHMARK ELEVATIONS ARE THENORTHWEST BOLT ON THE TOP FLANGE. (A.B.) 8S8S8S8S8S8S8S8S8S8S8S 8S 8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOPEN SPACE C3784 sq.ft.OPEN SPACE D3688 sq.ft.OPEN SPACE B22516 sq.ft.LOT 11 2401 sq.ft. LOT 12 2589 sq.ft. LOT 154797 sq.ft.LOT 284394 sq.ft.LOT 315183 sq.ft.LOT 304500 sq.ft.LOT 436391 sq.ft. LOT 39 6000 sq.ft. LOT 40 6000 sq.ft. LOT 416000 sq.ft.LOT 426010 sq.ft.LOT 454407 sq.ft.LOT 444417 sq.ft.LOT 465041 sq.ft.LOT 505924 sq.ft.LOT 495662 sq.ft.OPEN SPACE 70 LOT 38 4050 sq.ft. LOT 37 4050 sq.ft. LOT 36 4050 sq.ft. LOT 354050 sq.ft.LOT 343912 sq.ft.LOT 334264 sq.ft.LOT 325261 sq.ft.LOT 294506 sq.ft.LOT 485614 sq.ft.LOT 474500 sq.ft. OPEN SPACE A LOT 13 4373 sq.ft. LOT 143705 sq.ft.8SW8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8+009+0010+0011+0012+0013+0014+0015+0015+48WVWVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWVWVWVWVSSPPPP47304735474047454750475547604730473547404745475047554760FG-4750.13EG-4752.73FG-4749.75EG-4752.279+00FG-4749.38EG-4750.90FG-4749.00EG-4749.8910+00FG-4748.46EG-4748.63FG-4747.77EG-4747.6911+00FG-4747.08EG-4746.72FG-4746.39EG-4745.8512+00FG-4745.70EG-4744.66 FG-4745.01 EG-4743.5213+00FG-4743.96 EG-4742.67 FG-4742.91 EG-4741.7014+00FG-4742.33 EG-4741.82 FG-4742.93 EG-4743.1215+00-0.75%1.44%-1.38%-2.10%STA=8+26.52ELEV=4750.30STA=10+24.28ELEV=4748.82 STA=13+00.00 ELEV=4745.01 STA=15+01.83 ELEV=4742.96 VPI STA=14+40.00VPI ELEV=4742.07LOW POINT STA= 14+45.60LOW POINT ELEV= 4742.33K=16.95L=60.00'VPC STA=14+10.00 VPC ELEV=4742.70 VPT STA=14+70.00 VPT ELEV=4742.50 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8 S 8S 8 S 8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOPEN SPACE 70 8 S 8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8S 8S 8S8S8S8S9+0010+0011+003+004+005+002880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702HORIZ. SCALE IN FEETVERT. SCALE IN FEET00505010050510WESTGATE AVENUE31' TBC-TBCWestgate AveWestgate AveDurston RdDurston RdSTOPD-11EXISTING GROUNDSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\R1-WESTGATE.DWG PLOTTED BY:COOPER KRAUSE ON Jul/19/2017COPYRIGHT ©MORRISON-MAIERLE, INC.,2017ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:5352.0073R-1BOZEMANMONTANACPKCPKJRN09/2016BJH11/3/20161STREET SIGN "B" FONT REVISED TO MIXED CASE12/7/2016CPK2ADDED STREET LIGHTS AND NWE UTILITIES AND CONDUITS01/10/2017CPK3REMOVED CROSSWALK SIGNS FROM TRAFFIC CIRLCE01/11/2017CPKJAMES R. NICKELSON906307/2017WESTGATE AVENUE8+00 TO ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3ROAD IMPROVEMENTSFUTURE PHASEFUTURE SEWER MAINFUTURE WATER MAINWESTGATE AVEWESTMORLAND DRIVEARNHEM WAYDURSTON ROADTRAFFIC CIRCLE DETAIL1"=20'TBC RADIUS= 50.88'TBC RADIUS= 52.10'TBC RADIUS= 40.63TBC RADIUS= 41.6323'23'23'23'WESTMORLAND DRIVEWE S TGA TE AV E NU E TBC RADIUS = 18.00'W/ 5.0' CONCRETE RIBBONINTERSECTION DETAILSINTERSECTIONDETAIL, SHEETWESTMORLAND DR AND WESTGATE AVE (TRAFFIC CIRCLE)1, D-3WESTGATE AVE AND DURSTON ROAD4, D-310 FT WIDE ASPHALT TRAIL.D-511-STREET SIGNSTIMEANYPARKINGNOR7-1LTIMEANYPARKINGNOR7-1RBCDCDB24" WHITE STOP BAR SHALL BE INLAIDTHERMOPLASTIC OR PRE-FORMED PLASTIC TAPE5FT WIDE SIDEWALKD-52STA 8+95.60BEGIN CONSTRUCTIONSTA 8+95.60- BEGIN CONSTRUCTION R3-8FAWestgate Ave Westgate AveWestmorland DrW11-2W16-7pEAFFFFNOTE:THREE EXISTING WELLS (APPROX STA 11+00 TO 12+00) ARE TO BEABANDONED PER ARM 36.21.370 BY A LICENSED WELL DRILLER.EXISTING SEWER ACCESS ROADAPROX. 12' WIDE , MIN 2' SECTION OF 6"(-) BASE MATERIAL.DURING WATER AND STORM DRAIN INSTALLATION, USE EXISTING BASEMATERIAL AS BACKFILL AND LEVEL OUT NEW ROAD SECTION BEFOREIMPORTING ADDITIONAL BASE MATERIAL.Westmorland DrTIMEANYPARKINGNO R7-1LYELLOWFLEXIBLEDELINEATORDDDDASPHALTNOTES:1. CENTER CIRCLE SPILL CURB TO BE PAINTED YELLOW.2. 51' FROM CENTER OF CIRCLE TO CENTER OF CROSSWALKS5 1 '51' (TYP.)5' RAD. (TYP)UTILITY CONDUITSD-14RECORD DRAWING12' WIDE CONCRETEAPPROACH ADDED FORACCESS TO SEWER MANHOLE(A.B.) 8S8S8S 8S8S8S8S 8S8S8S 8S 8S 8S8S8S8S 8S 8S 8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WOPEN SPACE F75738 sq.ft.OPEN SPACE C3784 sq.ft. OPEN SPACE E 2668 sq.ft. OPEN SPACE D3688 sq.ft. OPEN SPACE B22516 sq.ft.LOT 13651 sq.ft.LOT 23355 sq.ft.LOT 154797 sq.ft.LOT 164072 sq.ft.LOT 173910 sq.ft.LOT 183544 sq.ft.LOT 193310 sq.ft.LOT 213895 sq.ft.LOT 203178 sq.ft.LOT 224964 sq.ft.LOT 234613 sq.ft.LOT 244617 sq.ft.LOT 254622 sq.ft.LOT 264624 sq.ft.LOT 274169 sq.ft.LOT 284394 sq.ft.LOT 315183 sq.ft.LOT 304500 sq.ft.LOT 436391 sq.ft.LOT 406000 sq.ft.LOT 416000 sq.ft.LOT 426010 sq.ft.LOT 454407 sq.ft.LOT 444417 sq.ft.LOT 465041 sq.ft.LOT 505924 sq.ft.LOT 495662 sq.ft.OPEN SPACE 70LOT 364050 sq.ft.LOT 354050 sq.ft.LOT 343912 sq.ft.LOT 334264 sq.ft.LOT 325261 sq.ft.LOT 294506 sq.ft.LOT 485614 sq.ft.LOT 474500 sq.ft.LOT 134373 sq.ft.LOT 143705 sq.ft.WWWWWW W W W W E S ESESESESESESESESES ES ESESESESESESES0+001+002+003+004+005+006+007+008+009+0010+0011+00S PPP PPPP47354740474547504755476047654770 47354740474547504755476047654770FG-4749.99EG-FG-4750.12EG-0+50FG-4750.24EG-4746.20FG-4750.17EG-4748.101+00FG-4750.04EG-4751.01FG-4749.92EG-4748.481+50FG-4749.79EG-4758.80FG-4749.67EG-4750.032+00FG-4749.54EG-4748.23FG-4749.42EG-4748.452+50FG-4749.29EG-4748.40FG-4749.17EG-4748.773+00FG-4749.04EG-4749.54FG-4748.92EG-4749.393+50FG-4748.79EG-4749.18FG-4748.67EG-4748.984+00FG-4748.54EG-4749.14FG-4748.42EG-4748.994+50FG-4748.23 EG-4748.88 FG-4748.04 EG-4749.245+00FG-4747.86 EG-4749.71 FG-4747.66 EG-4749.635+50FG-4747.32 EG-4749.81 FG-4747.05 EG-4750.076+00FG-4747.10 EG-4750.11 FG-4747.35 EG-4750.136+50FG-4747.71 EG-4749.95 FG-4748.07 EG-4749.947+00FG-4748.42 EG-4749.99 FG-4748.78 EG-4749.507+50FG-4749.14 EG-4749.69 FG-4749.50 EG-4749.668+00FG-4749.85 EG-4749.63 FG-4750.21 EG-4749.958+50FG-4750.57 EG-4750.25 FG-4750.92 EG-4750.489+00FG-4751.28 EG-4750.92 FG-4751.64 EG-4751.499+50FG-4752.00 EG-4752.01 FG-4752.31 EG-4752.3510+00FG- EG-4752.61 1.25%0.50%-0.50%-0.75%-1.35%-0.50%0.50%1.43% STA=0+00.00ELEV=4749.87STA=0+80.00ELEV=4750.27STA=4+50.00ELEV=4748.42 STA=5+47.84 ELEV=4747.69 STA=5+91.96 ELEV=4747.09STA=6+07.70 ELEV=4747.01 STA=6+36.20 ELEV=4747.16 STA=9+77.24 ELEV=4752.03 STA=10+20.14 ELEV=4752.57 8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWW9+0010+0011+00OPEN SPACE C3784 sq.ft.LOT 45 4407 sq.ft. LOT 44 4417 sq.ft. LOT 46 5041 sq.ft. LOT 50 5924 sq.ft. LOT 49 5662 sq.ft. OPEN SPACE 70 LOT 48 5614 sq.ft. LOT 47 4500 sq.ft. ES ES 5+006+006+99HHHHHHHHHHHHPPP P4735474047454750475547604765 4735474047454750475547604765FG-4750.99 EG-4757.85 FG-4750.67 EG-4751.785+50FG-4750.30 EG-4752.32 FG-4749.92 EG-4752.296+00FG-4749.55 EG-4749.38 FG-4749.17 EG-4748.506+50FG- EG-4748.21 -1.50%STA=6+55.51 ELEV=4749.09-1.50%STA=6+55.51 ELEV=4749.09 STA=5+36.05 ELEV=4750.882880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510WESTMORLAND DRIVE31' TBC-TBCWESTMORLAND DRWESTMORLAND DRLOCAL RDLOCAL RDD-11EXISTINGGROUNDSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\R2-WESTMORLAND.DWG PLOTTED BY:COOPER KRAUSE ON Jul/19/2017COPYRIGHT ©MORRISON-MAIERLE, INC.,2017ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:5352.00711R-2BOZEMANMONTANADSCPKJRN11/2016BJH10/03/20161REVISED LEADER LOCATION FOR STREET SIGN "F"12/7/2016CPK2ADDED STREET LIGHTS AND NWE UTILITIES AND CONDUITS01/09/2017CPKJAMES R. NICKELSON906307/2017WESTMORLAND DRIVE0+00 TO ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3ROAD IMPROVEMENTSWESTMO R LAND DR I V E EXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL ASPHALTWESTGATE AVEHERSTAL WAY ARNHEM WAY WESTMORLAND DRIVEWOONERFFUTURE PHASEFUTURE PHASEWES TG A TE A VE EXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL FUTURE PROPOSED WOONERF SOUTH24' DRIVING SURFACED-12INSTALL BOLLARDS TO PROTECT EXISTINGPOND OUTLET CONTROL STRUCTUREINTERSECTION DETAILSINTERSECTIONDETAIL, SHEETWESTMORLAND DRIVE AND WOONERF3, D-3WESTMORLAND DR AND WESTGATE AVE (TRAFFIC CIRCLE)1, D-3WESTMORLAND DRIVE AND ARNHEM WAY- A & PEDESTRIAN CROSSING2, D-3WESTMORLAND DRIVE AND ARNHEM WAY- C5, D-3EXISTING POND OUTLET PIPED-23OPEN SPACESIDEWALK.D-53STREET SIGNSW11-2W16-7pTIMEANYPARKINGNOR7-1LTIMEANYPARKINGNOR7-1RABCDENOTE:ALL WOONERF STREET NAME SIGNS WILL BE BLUE.ALL OTHERS WILL BE GREEN.WESTMORLAND DRWESTMORLAND DRLOCAL RDLOCAL RDSTOPECCCDDDEEDEAD-END BARRICADEFR3-8BSTA 9 + 7 7 . 2 4 END P R O P O S E D C O N S T R U C T I O N PROPOSED EXISTING BEGIN CONSTRUCTION PROPERTY LINEBEGIN CONSTRUCTIONE EFFEXISTING SEWER ACCESS ROADAPROX. 12' WIDE , MIN 2' SECTION OF 6"(-) BASE MATERIAL.DURING WATER AND STORM DRAIN INSTALLATION, USE EXISTING BASEMATERIAL AS BACKFILL AND LEVEL OUT NEW ROAD SECTION BEFOREIMPORTING ADDITIONAL BASE MATERIAL.TIMEANYPARKINGNOR7-1LDUTILITYCONDUITSD-14RECORD DRAWINGBOLLARDS NOT INSTALLEDBY REQUEST OF OWNER (A.B.) LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACE8S 8S 8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8SWW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW0+001+002+003+004+005+005+23WWWW E S ESESESESESESESESES SD47454743S SPPPPOPEN SPACE 70LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 26LOT 27LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38LOT 44LOT 45OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACE8S8S8S8S8S8S8S8S8S8S8S 8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW0+001+002+003+003+84ESESESWES ES ES ESESESESESES474547434750 SSP47304735474047454750475547604730473547404745475047554760FG-EG-4748.26FG-4747.90EG-4749.670+50FG-4747.36EG-4749.13FG-4747.08EG-4749.361+00FG-4746.80EG-4748.83FG-4746.51EG-4748.031+50FG-4746.23EG-4747.43FG-4745.94EG-4746.842+00FG-4745.66EG-4746.43FG-4745.37EG-4746.262+50FG-4745.09EG-4745.30FG-4744.80EG-4743.633+00FG-EG-4743.01FG-EG-4743.253+50FG-EG-4742.82 -1.14%-3.00%-1.14%STA=0+50.00ELEV=4747.90STA=2+82.84ELEV=4745.00STA=3+24.31ELEV=4744.53 47304735474047454750475547604730473547404745475047554760FG- EG-4744.52 FG-4745.32 EG-4744.590+50FG-4745.12 EG-4744.65 FG-4745.41 EG-4744.141+00FG-4745.64 EG-4743.57 FG-4745.87 EG-4743.791+50FG-4746.10 EG-4744.44 FG-4746.33 EG-4744.242+00FG-4746.56 EG-4744.30 FG-4746.80 EG-4743.652+50FG-4747.03 EG-4746.02 FG-4747.26 EG-4750.363+00FG-4747.49 EG-4750.34 FG-4747.72 EG-4750.433+50FG-4747.95 EG-4750.51 FG-4748.19 EG-4750.654+00FG-4748.42 EG-4750.78 FG-4748.62 EG-4750.784+50FG-4748.54 EG-4751.01 FG-4748.12 EG-4751.145+002.00%-2.00%2.00%0.93%STA=0+50.00 ELEV=4745.32 STA=0+66.02 ELEV=4745.00 STA=5+05.67 ELEV=4748.01STA=5+21.24 ELEV=4748.26 VPI STA=4+65.14VPI ELEV=4748.79K=17.52L=50.00'VPC STA=4+40.14 VPC ELEV=4748.56 VPT STA=4+90.14 VPT ELEV=4748.31 BURY= 48.60ARNHEM WAY2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\R3-ARNHEM A-B.DWG PLOTTED BY:COOPER KRAUSE ON Jul/19/2017COPYRIGHT ©MORRISON-MAIERLE, INC.,2017ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:5352.0076R-3BOZEMANMONTANACPKCPKJRN10/2016BJH11/03/20161ADDED STREET LIGHTS AND NWE UTILITIES AND CONDUITS01/11/2017CPK2UPDATED LOTS 13 AND 1401/30/2017CPKJAMES . NICKELSON906307/2017HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510ARNHEM WAY- B24' DRIVING SURFACEARNHEM WAY PARKING STALLSR-41KEY NOTESEXISTING GROUNDEXISTING GROUNDARNHEM WAY- A24' DRIVING SURFACEARNHEM-A & ARNHEM WAY-B0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3ROAD IMPROVEMENTSEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL ASPHALTEXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL ASPHALTWESTGATE AVEWESTMORLAND DRIVEARNHEM WAY-AD-12DURSTON ROADWESTMORLAND DRIVEEXIS T I N G P H A S E 2DURSTON ROAD1111INTERSECTION DETAILSINTERSECTIONDETAIL, SHEETWESTMORLAND DRIVE AND ARNHEM WAY- A2, D-3ARNHEM WAY- A AND ARNHEM WAY- B1, D-4ARNHEM WAY- B AND ARNHEM WAY- C2, D-4STREET SIGNSTIMEANYPARKINGNOR7-1BCNOTE:ALL WOONERF STREET NAME SIGNS WILL BE BLUE.ALL OTHERS WILL BE GREEN.BCCPEDESTRIAN CROSSINGD-23END C.O.B. R.O.W.D-12ARNHEM WAY- BARNHEM WAY- A ARNHE M W A Y - COPEN SPACESIDEWALKD-53EW11-2W16-7PCEECWestmorland Dr Westmorland DrArnhem WaySTOPArnhem WayUTILITYCONDUITS (TYP.)D-14EXISTING TEMPORARYDETENTION PONDS TOBE REMOVEDRECORD DRAWING OPEN SPACE E2668 sq.ft.LOT 43381 sq.ft.LOT 13651 sq.ft.LOT 23355 sq.ft.LOT 33369 sq.ft.LOT 53705 sq.ft.LOT 62510 sq.ft.LOT 72400 sq.ft.LOT 82400 sq.ft.LOT 173910 sq.ft.LOT 183544 sq.ft.LOT 193310 sq.ft.LOT 213895 sq.ft.LOT 203178 sq.ft.LOT 224964 sq.ft.LOT 234613 sq.ft.LOT 244617 sq.ft.LOT 254622 sq.ft.LOT 264624 sq.ft.LOT 274169 sq.ft.LOT 284394 sq.ft.LOT 298S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWW0+000+001+002+003+003+63WESESESESESESSD10' P.U.E.SP PPP47304735474047454750475547604730473547404745475047554760FG-EG-4750.96FG-4750.88EG-4750.400+50FG-4750.13EG-4749.86FG-4749.57EG-4751.611+00FG-4749.01EG-4751.13FG-4748.44EG-4751.021+50FG-4747.92EG-4751.14FG-4747.61EG-4750.912+00FG-4747.30EG-4750.69FG-4746.99EG-4746.392+50FG-4746.04EG-4738.41FG-4745.10EG-4744.653+00-3.00%-2.25%-1.25%STA=0+50.00ELEV=4750.88STA=0+74.73ELEV=4750.14STA=2+50.00ELEV=4746.99 9'8'9'9'8'9'9'9'9'20'20'10' P.U.E.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510ARNHEM WAY- C24' DRIVING SURFACED-12EXISTINGGROUNDSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\R4-ARNHEM C.DWG PLOTTED BY:COOPER KRAUSE ON Jul/19/2017COPYRIGHT ©MORRISON-MAIERLE, INC.,2017ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:5352.0071R-4BOZEMANMONTANADSCPKJRN11/2016BJH11/03/20161ADDED STREET LIGHTS AND NWE UTILITIES AND CONDUITS01/11/2017CPKJAMES R. NICKELSON906307/2017ARNHEM WAY- C0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3ROAD IMPROVEMENTSARNHEM WAYEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL ASPHALTDURSTON ROADWESTMORLAND DRIVE1 ARNHEM WAY PARKING STALLS SCALE: 1" = 10'NOTES:1. MAINTAIN 1FT MIN. BETWEEN PROPERTY LINESAND CONCRETE BORDERS.2.CONCRETE BORDER WIDTHS PER PLAN.3.INSTALL "COMPACT ONLY" SIGN FOR 8FT WIDEPARKING STALLS.4. PARKING STALLS TO BE DIVIDED BY 4" YELLOWPAINT.5. GRADE PARKING AREA 2% UP FROM EDGE OFCONCRETE RIBBON CURB.2FT CONCRETEBORDER1FT CONCRETE BORDER2FT CONCRETEBORDER1FT CONCRETE BORDER2FT CONCRETE BORDERALL THREE SIDESR.O.W.OPEN SPACELOT 8LOT 7OPEN SPACELOT 18LOT 19OPEN SPACELOT 20INTERSECTION DETAILSINTERSECTIONDETAIL,SHEETWESTMORLAND DR AND ARNHEM- C5, D-3ARNHEM- B AND ARNHEM- C2, D-4ARNHEM WAY- CARNHEM WAY- BSTREET SIGNSTIMEANYPARKINGNOR7-1LTIMEANYPARKINGNOR7-1RBCDNOTE:ALL WOONERF STREET NAME SIGNS WILL BE BLUE.ALL OTHERS WILL BE GREEN.Westmorland DrWestmorland DrArnhem WaySTOPBCDEND C.O.B. R.O.W.Arnhem Way3- 12" UTILITY CONDUITS (TYP.)D-14RECORD DRAWINGIRRIGATION CONDUIT (A.B.)OUTSIDE DIMENSIONS INSTALLED PER PLAN. 1FT BORDERSINSTALLED AT 2FT WIDTH. ALL STALLS PAINTED AT 9FT WIDTH BYALLOWING PARKING ON CONCRETE RIBBON CURB. NO STALLSWERE MARKED WITH "COMPACT ONLY". (A.B.)A.B.9' (A.B.)2' (A.B.)2' (A.B.)9' (A.B.)NO PARKING IN BOTH DIRECTIONS(R7-1) INSTALLED AT BOTHLOCATIONS ON ARNHEM-C (A.B.) 472547304735474047454750475547604765472547304735474047454750475547604765FG-4750.32EG-4752.74FG-4750.13EG-4752.738+50FG-4749.94EG-4752.47 FG-4749.75 EG-4752.279+00FG-4749.56 EG-4751.77 FG-4749.38 EG-4750.909+50FG-4749.19 EG-4750.37 FG-4749.00 EG-4749.8910+00FG-4748.81 EG-4749.21 FG-4748.46 EG-4748.6310+50FG-4748.12 EG-4748.22 FG-4747.77 EG-4747.6911+00FG-4747.43 EG-4747.16 FG-4747.08 EG-4746.7211+50FG-4746.74 EG-4746.08 FG-4746.39 EG-4745.8512+00FG-4746.05 EG-4745.18 FG-4745.70 EG-4744.6612+50FG-4745.36 EG-4743.87 FG-4745.01 EG-4743.5213+00FG-4744.48 EG-4742.98 FG-4743.96 EG-4742.6713+50FG-4743.43 EG-4742.16 FG-4742.91 EG-4741.7014+00FG-4742.45 EG-4741.54 FG-4742.33 EG-4741.8214+50FG-4742.57 EG-4742.42 FG-4742.93 EG-4743.1215+00FG- EG-4742.65 136.95 LF 8" @ 0.50%8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8 S 8S8S8S8S8S8S8S8S8S8S8S8S1+00 2+00 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWVWVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWVWVWVWVWVLOT 11LOT 12LOT 13LOT 14LOT 15LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41LOT 42LOT 43LOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEESWES ES ES ESESESESESES6+007+00 8+009+0010+0011+0012+00 13+00 14+00 15+00 15+48 STA 14+06 4" SS SVC STA 13+46 4" SS SVC STA 12+86 4" SS SVC STA 12+26 4" SS SVC STA 11+73 4" SS SVCSTA 10+18EXISTING SSMH 1-3STA 11+03EXISTING SSMH 1-2STA 12+04EXISTING SSMH 1-1STA 15+23EXISTING SSMHS T A 1 3 + 6 9 4" S S S V C ST A 1 4 + 1 4 4" S S S V C HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SS-1- WESTGATE SEWER-RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Aug/03/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3SEWER IMPROVEMENTSBOZEMANMONTANAWESTGATE AVENUE8+00 TO END5352.0072SS-1CPKCPKJRN11/2016BJH11/03/2016JAMES R. NICKELSON906307/2017EXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL EXISTINGGROUNDFINISHEDGRADEWESTGATE AVENUEINTSTALL 136.95 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGCAP 8" SEWERSTA 8+85.56 5.0' RTSSMH 1-3 (EXISTING) STA 10+18.50 INV IN (S,SE,SW)=4737.04 INV OUT (N)= 4736.84 SSMH 1-2 (EXISTING) STA 11+02.80 INV IN (S)= 4736.47 INV OUT (N)= 4736.27 SSMH 1-1 (EXISTING) STA 12+04.24 INV IN (S)= 4735.85 INV OUT (N)= 4735.65 EXISTING SSMH STA 15+02.69 RIM= INV IN (S)= 4743.26 IDEPTH= INSTALL 8" END CAPSTA 8+85.56 INV= 4737.70 FUTURE PHASEFUTURE SEWER MAINFUTURE WATER MAINPROPOSEDWATERMAINWESTGATE AVEWESTMORLAND DRIVEARNHEM WAYDURSTON ROADEXISTING 8" SEWER MAINEXISTING8" SEWERRECORD DRAWINGSS SERVICE ALIGNMENTSHIFTED ~4FT NORTH TO AVOIDWELL THAT HAD NOT YET BEENABANDONED AT THE TIME OFINSTALLATION. (A.B.)6" RISER OFF WYE INSTALLEDTO CLEAR WATER MAIN (A.B.)ALL SERVICES ON THIS SHEETINSTALLED AT 2.0% FROM MAIN. (A.B.)SSMH 4-1 INSTALLED WITH PHASE 3STA 8+37 5.0' RTRIM= 4750.07INV IN (SE)= 4738.14INV OUT= 4737.94DEPTH= 12.13'(A.B.)SEWER MAIN EXTENDED TO FUTURESSMH 4-1. SEE NOTE ABOVE(A.B.)183.21 (A.B.) 8S8S8S8S8S8S8S8S8S 8S 8S 8S8S8S 8S 8S0+001+00WWWWWWWWWWWWW W W W WWWWWWWWWWWWWWWWWWWWWWWGVWVGVOHPOHPOHPOHPOHPOHPLOT 1LOT 2LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 41LOT 42LOT 43LOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEWWWW WESESESESESESESESESESESES ES ES0+001+002+00 3+004+005+006+007+00 8+00 9+00 10+00 11+00SSMH 1-4 (EXISTING)STA 5+23.72 5.5' RTARNHEM- A STA 0+44STA 9 + 3 7 4" S S S V C STA 8+80 4" SS SVC STA 8+24 4" SS SVC STA 7+67 4" SS SVCSTA 7+104" SS SVCSTA 6+544" SS SVCSTA 5+604" SS SVCSTA 5+124" SS SVCSTA 4+674" SS SVCSTA 4+144" SS SVCSTA 3+234" SS SVCSTA 2+694" SS SVCSTA 2+114" SS SVCSTA 1+684" SS SVC STA 1+914" SS SVCSTA 2+634" SS SVCSTA 3+234" SS SVCSSMH 3-9STA 1+53.57 2.0' RTSSMH 3-8STA 2+41.85 8.4' RTSSMH 1-3 (EXISTING)STA 3+75 6.0' RTWESTGATE STA 10+18SSMH 1-7 (EXISTING)STA 9+03.80 1.1' LTARNHEM-C STA 0+51SSMH 1-5 (EXISTING)5+97.05 4.51' RTSSMH 1-6 (EXISTING)7+02.34 0.00'6+006+994725473047354740474547504755476047254730473547404745475047554760FG-4749.99EG-FG-4750.12EG-0+50FG-4750.24EG-4746.20FG-4750.17EG-4748.101+00FG-4750.04EG-4751.01FG-4749.92EG-4748.481+50FG-4749.79EG-4758.80FG-4749.67EG-4750.032+00FG-4749.54EG-4748.23FG-4749.42EG-4748.452+50FG-4749.29EG-4748.40FG-4749.17EG-4748.773+00FG-4749.04EG-4749.54FG-4748.92EG-4749.393+50FG-4748.79EG-4749.18FG-4748.67EG-4748.984+00FG-4748.54EG-4749.14FG-4748.42EG-4748.994+50FG-4748.23 EG-4748.88 FG-4748.04 EG-4749.245+00FG-4747.86 EG-4749.71 FG-4747.66 EG-4749.635+50FG-4747.32 EG-4749.81 FG-4747.05 EG-4750.076+00FG-4747.10 EG-4750.11 FG-4747.35 EG-4750.136+50FG-4747.71 EG-4749.95 FG-4748.07 EG-4749.947+00FG-4748.42 EG-4749.99 FG-4748.78 EG-4749.507+50FG-4749.14 EG-4749.69 FG-4749.50 EG-4749.668+00FG-4749.85 EG-4749.63 FG-4750.21 EG-4749.958+50FG-4750.57 EG-4750.25 FG-4750.92 EG-4750.489+00FG-4751.28 EG-4750.92 FG-4751.64 EG-4751.499+50STA 3+75.44EXISTING SSMH 1-3INV IN(SW)=37.04INV IN(SE)=37.04INV IN(NE)=37.04INV OUT(NW)= 36.84 STA 5+23.72 EXISTING SSMH 1-4 INV IN(NE)= 37.89 INV OUT(SW)= 37.69 PROPOSED CORE INV IN (NW)= 37.89 STA 5+97.05 EXISTING SSMH 1-5 INV IN(NE)= 38.40 INV OUT(SW)= 38.20 STA 7+02.34 EXISTING SSMH 1-6 INV IN(E)= 39.05 INV OUT(SW)= 38.85 STA 9+03.80 EXISTING SSMH 1-7 INV IN(E)= 40.13 INV OUT(W)= 39.93 PROPOSED CORE INV IN(N)= 40.13 SSMH 3-9STA 1+53.57RIM ELEV=4749.84INV IN (W) = 4738.54INV OUT (E) = 4738.34DEPTH = 11.50'26.74 LF 8" @ 0.50%92.16 LF 8" @ 0.50%135.57 LF 8" @ 0.50%INV OUT (NE) = 4737.70INV IN (W) = 4737.90INV IN (S) = 4737.90DEPTH = 11.51'SSMH 3-8STA 2+41.85RIM= 4749.21 472547304735474047454750475547604765472547304735474047454750475547604765FG-4751.24 EG-4757.515+00FG-4750.99 EG-4757.85 FG-4750.67 EG-4751.785+50FG-4750.30 EG-4752.32 FG-4749.92 EG-4752.296+00FG-4749.55 EG-4749.38 FG-4749.17 EG-4748.506+50FG- EG-4748.21 INV OUT (NE) = 4737.70 INV IN (W) = 4737.90 INV IN (S) = 4737.90 DEPTH = 11.51' SSMH 3-8 STA 6+60.74 RIM= 4749.21 SSMH 3-11 STA 2+40.46 RIM ELEV=4749.85 INV IN (S) = 4738.35 INV OUT (N) = 4738.15DEPTH = 11.70'89.16 LF 8" @ 0.50%53.50 LF 8"@ 0.50%8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWOHPOHPOHPOHPLOT 30LOT 31LOT 32LOT 43LOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEOPENSPACEOPENSPACEES ES ESESSSMH 3-8STA 6+60.74 8.4' RTWESTMORLAND STA 2+41.82SSMH 3-11STA 2+40.46 59.9' RT4+00 5+00 6+00 6+99HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SS-2- WESTMORLAND SEWER.DWG PLOTTED BY:COOPER KRAUSE ON Aug/03/20172017REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsMorrisonMaierleTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3SEWER IMPROVEMENTSBOZEMANMONTANAWESTMORLAND DRIVE AND WOONERF-SOUTHSTA 1+00 TO 9+03 AND 5+00 TO END5352.0075SS-2CPKCPKJRN11/2016BJH11/03/20161LOT 50 SS SERV. MOVED TO AVOID CONFLICT W/ UTIL CULVERTS01/31/2017CPKEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL EXISTING GROUNDASPHALTWESTMORLAND DRIVEINSTALL 324.47 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGWESTGATE ROADWESTMORLAND DRIVE ARNHEM WAY EXISTING 8" SEWERPROPOSEDWATERMAINPROPOSED 8"SEWER MAINEXISTING 8" SEWER MAINPROPOSEDSTORM DRAINFUTURE PHASE EXIS T I N G P H A S E 2 FUTURE WATERFUTURE SEWERFU T U RE P H A SE WES TGA TE A VE WESTMORLAND DRIVEWOONERFWOONERFINSTALL 142.66 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING8" CAPSTA 5+24INV= 38.768"CAPSTA 5+24RECORD DRAWINGALL SERVICES ON THISSHEET INSTALLED AT4.0% FROM MAIN. (A.B.)1.95% (A.B.)INV IN= 4739.07 INV OUT= 4738.97 (A.B.)HERSTAL SEWER MAIN EXTENDED TO FUTUREPHASE 4 SSMH 4-4 (STA 5+19.22 7.1' RT)INV OUT= 4742.125,0 (A.B.)96.78 LF 8" $% SEWER MAIN EXTENDED TOSTA 5+19.22 AND SSMH 4-4 WASINSTALLED. SEE NOTE ABOVE.(A.B.) HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SS-3- ARNHEM A AND B SEWER.DWG PLOTTED BY:COOPER KRAUSE ON Aug/03/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3SEWER IMPROVEMENTSBOZEMANMONTANAARNHEM WAY- A & BSTA 0+00 TO END5352.00716SS-3CPKCPKJRN11/2016BJH11/20161LOT 33 SEWER SERVICE LOACTION REVISED12/7/2016CPK1UPDATED LOT LINES AND SEWER SERVICES LOTS 13 AND 14 01/30/2017JAMES R. NICKELSON906307/2017EXISTING SSMH 1-4STA 0+44.50INV IN(NE)= 37.89INV OUT(SW)= 37.69PROPOSED COREINV IN(NW) = 37.89 ARNHEM-AINSTALL 216.09 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGWESTGATE AVEWESTMORLAND DRIVEARNHEM WAY-AEXISTING 8" SEWERPROPOSED WATER MAINPROPOSED 8" SEWER MAINARNHEM-BINSTALL 372.66 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGARNHEM WAY-BWESTMORLAND DR IVE EXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL ARNHEM WAY-A ARNH E M W A Y - CARNHEM WAY-BASPHALTASPHALTEXISTINGGROUNDEXISTING GROUNDEXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL DURSTON ROADRECORD DRAWINGALL SERVICES ON THIS SHEET INSTALLED AT 2.0% FROM THE MAIN.LOT 33 INSTALLED WITH 6" RISER OFF WYE TO GET OVER WATER MAIN. (A.B.)POND OUTLET PIPE CROSSING0.03' CLEARANCE (A.B.)0+001+002+003+004+005+005+238S 8S 8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S WWWWWWWWW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWGVWVGVWVWVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWVLOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEWWWWES ESESESESESESESWESES ES ES ES ES ES SDSSMH 3-3STA 0+71.72 6.0' RTSSMH 3-4STA 4+06.96 6.0' RTSSMH 3-5STA 4+49.88 7.5' RTSTA 0 + 98 4 " SS SVCSTA 1 +4 14" SS SVCSTA 2+ 144" SS SVCSTA 2+104" SS SVCSTA 2+334" SS SVCSTA 2+ 544" SS SVCSTA 3+ 24 4 " SS S VCSTA 2+784" SS SVCSTA 3+224" SS SVCSTA 3+ 6 44" SS SVCSTA 4+004" SS SVCST A 4 + 3 1 4 " S S SVCSTA 4+464" SS SVC4725473047354740474547504755476047254730473547404745475047554760FG- EG-4744.52 FG-4745.32 EG-4744.590+50FG-4745.12 EG-4744.65 FG-4745.41 EG-4744.141+00FG-4745.64 EG-4743.57 FG-4745.87 EG-4743.791+50FG-4746.10 EG-4744.44 FG-4746.33 EG-4744.242+00FG-4746.56 EG-4744.30 FG-4746.80 EG-4743.652+50FG-4747.03 EG-4746.02 FG-4747.26 EG-4750.363+00FG-4747.49 EG-4750.34 FG-4747.72 EG-4750.433+50FG-4747.95 EG-4750.51 FG-4748.19 EG-4750.654+00FG-4748.42 EG-4750.78 FG-4748.62 EG-4750.784+50FG-4748.54 EG-4751.01 FG-4748.12 EG-4751.145+00SSMH 3-3 STA 0+71.72 RIM ELEV=4745.12 INV IN (E) = 4739.58 INV OUT (S) = 4739.38 DEPTH = 5.75'335.24 LF 8" @ 0.50%37.42 LF 8" @ 0.50%SSMH 3-4 STA 4+06.96 RIM ELEV=4748.31 INV IN (E) = 4741.47 INV OUT (W) = 4741.27 DEPTH = 7.04' SSMH 3-5 STA 4+49.88 RIM ELEV=4748.71 INV OUT (W) = 4741.66DEPTH = 7.05'0+001+002+003+003+848S8S8S 8S8S8S8S 8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWVWVOHPOHPOHPOHPOHPOHPOHPOHPOHPWVWVWVLOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38LOT 44SPACEOPENSPACEOPENSPACEOPENSPACEESWES ES ES ESESESESESESSSMH 1-4 (EXISTING)STA 0+44.50 4.4' RTWESTMORLAND STA 5+24STA 0+954" SS SVCSTA 1+324" SS SVCSTA 1+594" SS SVCSTA 1+894" SS SVCSTA 2+344" SS SVC SSMH 3-1STA 1+27.74 6.0' RTSSMH 3-2STA 1+69.76 5.9' RTSSMH 3-3STA 2+77 6.0' RTARNHEM- B STA 0+72STA 1+884" SS SVCSTA 2+304" SS SVC47254730473547404745475047554760 47254730473547404745475047554760FG-EG-4748.26FG-4747.90EG-4749.670+50FG-4747.36EG-4749.13FG-4747.08EG-4749.361+00FG-4746.80EG-4748.83FG-4746.51EG-4748.031+50FG-4746.23EG-4747.43FG-4745.94EG-4746.842+00FG-4745.66EG-4746.43FG-4745.37EG-4746.262+50FG-4745.09EG-4745.30FG-4744.80EG-4743.633+00FG- EG-4743.01 FG- EG-4743.253+50FG- EG-4742.82 77.62 LF 8" @ 0.50%35.38 LF 8" @ 0.50%103.09 LF 8" @ 0.50%SSMH 3-3STA 2+77.14RIM ELEV=4745.12INV IN (E) = 4739.58INV OUT (S) = 4739.38DEPTH = 5.75'SSMH 3-1STA 1+27.74RIM ELEV=4746.82INV IN (N) = 4738.48INV OUT (SE) = 4738.28DEPTH = 8.55'SSMH 3-2STA 1+69.76RIM ELEV=4746.34INV IN (N) = 4738.86INV OUT (S) = 4738.66DEPTH = 7.69' 0+001+002+003+003+638S8S8S8S8S8S8SWWWWWWWWWWWWWWWWGVWVGVOHPOHPOHPOHPWVWVLOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27OPENSPACEOPENSPACEOPENSPACEWESESESESESSDSSMH 1-7 (EXISTING)STA 0+51.03 7.0' RTSSMH 3-6STA 1+03.64 3.0' RTSSMH 3-7STA 2+45.06 3.0' RTSTA 0+964" SS SVCSTA 1+504" SS SVCSTA 1+954" SS SVCSTA 2+404" SS SVCSTA 2+084" SS SVC47254730473547404745475047554725473047354740474547504755FG- EG-4750.96 FG-4750.88 EG-4750.400+50FG-4750.13 EG-4749.86 FG-4749.57 EG-4751.611+00FG-4749.01 EG-4751.13 FG-4748.44 EG-4751.021+50FG-4747.92 EG-4751.14 FG-4747.61 EG-4750.912+00FG-4747.30 EG-4750.69 FG-4746.99 EG-4746.392+50FG-4746.04 EG-4738.41 FG-4745.10 EG-4744.653+00FG- EG-4744.50 SSMH 3-6 STA 1+03.64 RIM ELEV=4749.54 INV IN (N) = 4740.57 INV OUT (S) = 4740.37DEPTH = 9.17'141.04 LF 8" @ 0.50%SSMH 3-7 STA 2+45.06 RIM ELEV=4747.11 INV OUT (S) = 4741.26DEPTH = 5.85'HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SS-4- ARNHEM-C SEWER.DWG PLOTTED BY:COOPER KRAUSE ON Aug/03/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3SEWER IMPROVEMENTSBOZEMANMONTANAARNHEM WAY- CSTA 0+00 TO END5352.00712SS-4CPKCPKJRN11/2016BJH11/03/2016JAMES R. NICKELSON906307/2017EXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL EXISTING GROUNDASPHALTARNHEM WAY-CINSTALL 193.67 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGWESTMORLAND DRIVEARNHEM WAY- BEXISTING 8" SEWERPROPOSED WATER MAINPROPOSED 8" SEWER MAINARNHEM WAY- CDURSTON ROADEXISTING PHASE 252.63 LF 8"@0.50%SSMH 1-7 (EXISTING) STA 0+51 INV IN (E)= 4740.13 IN OUT (W)= 4739.93 PROPOSED CORE INV IN (N)= 4740.13 EXISTING 8" SEWER MAINRECORD DRAWINGALL SERVICES ON THIS SHEET INSTALLED AT 2.0% FROM MAIN. (A.B.) 4725473047354740474547504755476047254730473547404745475047554760FG-4750.32EG-4752.74FG-4750.13EG-4752.738+50FG-4749.94EG-4752.47FG-4749.75EG-4752.279+00FG-4749.56 EG-4751.77 FG-4749.38 EG-4750.909+50FG-4749.19 EG-4750.37 FG-4749.00 EG-4749.8910+00FG-4748.81 EG-4749.21 FG-4748.46 EG-4748.6310+50FG-4748.12 EG-4748.22 FG-4747.77 EG-4747.6911+00FG-4747.43 EG-4747.16 FG-4747.08 EG-4746.7211+50FG-4746.74 EG-4746.08 FG-4746.39 EG-4745.8512+00FG-4746.05 EG-4745.18 FG-4745.70 EG-4744.6612+50FG-4745.36 EG-4743.87 FG-4745.01 EG-4743.5213+00FG-4744.48 EG-4742.98 FG-4743.96 EG-4742.6713+50FG-4743.43 EG-4742.16 FG-4742.91 EG-4741.7014+00FG-4742.45 EG-4741.54 FG-4742.33 EG-4741.8214+50FG-4742.57 EG-4742.42 FG-4742.93 EG-4743.1215+00FG- EG-4742.65 8" G.V. STA 9+94.56 INV= 4741.53 8" G.V. STA 10+54.65INV= 4740.94 8 X 8 CROSS STA 10+30.52 INV= 4741.28 22.5° HORIZ BEND STA 11+04.33 INV= 4740.23 22.5° HORIZ BEND STA 12+02.19 INV= 4738.84 CONNECT TO EXST STUB STA 14+42.29 INV= 4734.34 VERT DEFLECT STA 13+00.00 INV= 4737.44 8" END CAP AND BLOW OFFSTA 8+85.72INV= 4742.29 6+007+008+009+0010+0011+0012+0013+0014+0015+0015+488S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S8S8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41LOT 42LOT 43LOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEESESWES ES E S ESESESESESESSTA 14+42.29 11.00' LTCONNECT TO EXISTING 8" STUBSTA 8+85.72 6.00' LTINSTALL 8" CAP AND B.O.STA 9+94.56 6.00' LTINSTALL 8" G.V.STA 10+54.65 6.00' LTINSTALL 8" G.V.STA 10+30.52 6.00' LTWESTMORLAND STA 2+33.43INSTALL 8"X8" CROSSSTA 11+04.33 6.00' LTINSTALL 22.5° OR 11.25° HORIZ. BENDSTA 12+02.19 11.00' LTINSTALL 22.5° HORIZ. BENDSTA 13+911" WATER SVCSTA 13+271" WATER SVCSTA 12+711" WATER SVCSTA 12+111" WATER SVCSTA 11+631" WATER SVCSTA 14+071" WATER SVCSTA 13+621" WATER SVCHORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\WESTGATE WATER.DWG PLOTTED BY:COOPER KRAUSE ON Jul/27/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3WATER IMPROVEMENTSBOZEMANMONTANAWESTGATE AVENUESTA 8+85 TO END5352.00723W-1CPKCPKJRN11/2016BJH11/03/2016JAMES R. NICKELSON906307/2017WESTGATE AVEWESTMORLAND DRIVEARNHEM WAY- AEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL FUTURE PHASEARNHEM WAY- BWOONERFWESTGATE AVENUEINSTALL 560.0 L.F. 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTINGGROUNDASPHALTEXISTING 8"SEWER MAIN6.5' MINCOVER1.5' MINCLEARANCE1.5' MINCLEARANCERECORD DRAWING4741.81 (A.B.) 4736.45 (A.B.) STA 12+75 8S8S8S 8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8S8S8S 8S8S8S 8S 8S 8S 8S0+001+002+003+004+005+006+007+008+009+0010+0011+00WWWWWWWWWWWWWWW W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 1LOT 2LOT 3LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 40LOT 41LOT 42LOT 43LOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEWWWWWW W W W W ES ESESESESESESESESES ES ESESESESESESES ES STA 9 + 4 9 1" W A T E R S V C STA 8 + 9 4 1" W A T E R S V C STA 8+361" WATER SVCSTA 7+781" WATER SVCSTA 7+211" WATER SVCSTA 6+661" WATER SVCSTA 5+631" WATER SVCSTA 5+201" WATER SVCSTA 4+811" WATER SVCSTA 4+261" WATER SVCSTA 3+131" WATER SVCSTA 2+661" WATER SVCSTA 2+021" WATER SVCSTA 1+601" WATER SVCSTA 1+721" WATER SVCSTA 2+461" WATER SVCSTA 3+101" WATER SVCSTA 2+19.10 9.05' LTINSTALL 8" G.V.STA 2+52.69 4.47' LTINSTALL 8" G.V.STA 2+33.43 5.85' LTINSTALL 8"X8" TEESTA 3+40.34 5.80' LTINSTALL 8" G.V.STA 3+64.37 5.91' LTWESTGATE STA 10+30.52INSTALL 8"X8" CROSSSTA 4+01.01 6.50' LTINSTALL 8" G.V.STA 5+03.30 6.50' LTINSTALL 8" G.V.STA 5+14.30 6.50' LTINSTALL 8"X8" TEEDEFLECT JOINTSSTA 5+35.20 5.12' LTINSTALL 8" G.V.STA 5+96.96 6.54' LTDEFLECT PIPE JOINTSOR 11.25° BEND. MAINTAIN SEWER CLEARENCESTA 6+37.07 5.11' LTINSTALL 8"X6" TEEINSTALL FHYD ASS'Y 15' LTSTA 7+02.70 11.22' LTINSTALL 22.5° BENDSTA 8+81.08 7.27' LTINSTALL 8" G.V.STA 8+91.53 9.47' LTINSTALL 8"X8" TEESTA 9+12.40 11.01' LTINSTALL 8" G.V.STA 9+75.75 7.28' LTCONNECT TO EXISTING 8" STUBSTA 9+03.33 12.30' LTINSTALL 22.5° BENDSTA 1+30.84 11.00' LTINSTALL 8" END CAP &C.O.B. STD BLOW OFF19.0' LTSTA 2+58 5.0' LTINSTALL 8 X 6 TEEINSTALL FHYD ASS'Y 20' RTSTA 2+43 3.0' LTINSTALL 22.5° BEND4725473047354740474547504755476047254730473547404745475047554760FG-4749.99EG-FG-4750.12EG-0+50FG-4750.24EG-4746.20FG-4750.17EG-4748.101+00FG-4750.04EG-4751.01FG-4749.92EG-4748.481+50FG-4749.79EG-4758.80FG-4749.67EG-4750.032+00FG-4749.54EG-4748.23FG-4749.42EG-4748.452+50FG-4749.29EG-4748.40FG-4749.17EG-4748.773+00FG-4749.04EG-4749.54FG-4748.92EG-4749.393+50FG-4748.79EG-4749.18FG-4748.67EG-4748.984+00FG-4748.54EG-4749.14FG-4748.42EG-4748.994+50FG-4748.23 EG-4748.88 FG-4748.04 EG-4749.245+00FG-4747.86 EG-4749.71 FG-4747.66 EG-4749.635+50FG-4747.32 EG-4749.81 FG-4747.05 EG-4750.076+00FG-4747.10 EG-4750.11 FG-4747.35 EG-4750.136+50FG-4747.71 EG-4749.95 FG-4748.07 EG-4749.947+00FG-4748.42 EG-4749.99 FG-4748.78 EG-4749.507+50FG-4749.14 EG-4749.69 FG-4749.50 EG-4749.668+00FG-4749.85 EG-4749.63 FG-4750.21 EG-4749.958+50FG-4750.57 EG-4750.25 FG-4750.92 EG-4750.489+00FG-4751.28 EG-4750.92 FG-4751.64 EG-4751.499+50FG-4752.00 EG-4752.01 FG-4752.31 EG-4752.3510+00FG- EG-4752.61 FG- EG-4753.4610+50FG- EG-4753.50 8" G.V. STA 5+03.30 INV= 4740.13 8 X 8 TEE STA 5+14.30INV= 4740.12 8" G.V. STA 5+35.20 INV= 4740.10 DEFLECT PIPE JOINTS STA 5+93.20 INV= 4738.37 DEFLECT PIPE JOINTS STA 6+03.20 INV= 4738.37 8" G.V. STA 8+81.18 INV= 4743.02 8 X 8 TEE STA 8+91.76 INV= 4743.18 22.5° HORIZ BEND STA 9+03.33 INV= 4743.35 8" G.V. STA 9+12.40 INV= 4743.49 CONNECT TO EXST STA 9+75.75 INV= 4744.68 8" G.V.STA 2+19.10INV= 4742.018 X 8 TEESTA 2+33.43INV= 4741.9422.5° HORIZ. BENDSTA 2+42.68INV= 4741.89 8" G.V.STA 2+52.69INV= 4741.848 X 6 TEE7.5' FHYD ASSYSTA 2+59.82INV= 4741.80 8" G.V.STA 3+40.30INV= 4741.408 X 8 CROSSSTA 3+64.37INV= 4741.288" G.V.STA 4+01.07INV= 4741.10 BURY= 49.468" END CAP &C.O.B STD BLOW OFFSTA 1+30.78INV= 4742.45 BURY= 47.368 X 6 TEE 7.5' FHYD ASS'Y STA 6+37.02 INV= 4739.36 22.5° HORIZ. BEND STA 7+02.70 INV= 4740.34 8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWLOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEES E S STA 6+74.88 2.63' LTINSTALL 8"X8" TEE ANDSTA 6+39.72 5.00' LTINSTALL 8" G.V.STA 6+10.52 3.83' LTINSTALL 22.5° HORIZ. BENDSTA 5+24.18 4.66' LTINSTALL 8" END CAPSTA 6+67 5.0' LTINTALL 22.5° HORIZ. BEND47304735474047454750475547604730473547404745475047554760FG-4757.85 EG-4757.85 FG-4751.78 EG-4751.785+50FG-4752.32 EG-4752.32 FG-4752.29 EG-4752.296+00FG-4749.38 EG-4749.38 FG-4748.50 EG-4748.506+50FG-4748.21 EG-4748.21 8 X 8 TEE STA 6+74.88INV= 4741.94 8" G.V. STA 6+39.72 INV= 4741.94 VERT. DEFLECT JOINTS 8" CAP AND C.O.B. BLOWOFF STA 5+24.18 INV= 4743.73 22.5° HORIZ. BEND STA 6+67.13 INV= 4741.94 HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\W-2 WESTMORLAND WATER.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3WATER IMPROVEMENTSBOZEMANMONTANAWESTMORLAND DRIVE AND WOONERF- SOUTHSTA 1+00 TO 9+75 AND 5+00 TO END5352.0079W-2CPKCPKJRN11/2016BJH11/03/20161UPDATED WOONERF (HERSTAL WAY) PROFILECPK01/04/2017JAMES R. NICKELSON906307/2017WESTGATE AVE WESTMORLAND DRIVEARNHEM WAY-AEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL EXISTING GROUNDASPHALTWESTMORLAND DRIVEINSTALL 848.93 L.F. 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXIS T I N G P H A S E 2 ARNH E M W A Y - CARNHEM WAY- BWOONERFWESTMORLAND DRIVEEXISTING8" SEWERWOONERF(HERSTAL WAY)INSTALL 193.04 L.F. 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGMAINTAIN MIN1.5' CLEARANCEMAINTAIN MIN1.5' CLEARANCEEXISTING 12" POND OUTLET PIPEMAINTAIN MIN 1.5' CLEARANCEPROPOSED STORM DRAINMAINTAIN MIN 1.5' CLEARANCE6.5' MINCOVERMAINTAIN MIN1.5' CLEARANCERECORD DRAWING4741.81 (A.B.) 4737.90 (A.B.)G.V. MOVED TO TIE IN WITH(;,67,1*0$,1$767$ $% G.V. MOVED TO TIE IN WITH(;,67,1*0$,1$767$ $% INV= 4744.434737.90 (A.B.) 0+001+002+003+004+005+005+238S 8S 8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEWWWES ESESESESESESESESSDSTA 0+61.27 5.00' LTINSTALL 90° BENDARNHEM WAY- A STA 2+87.60STA 4+77.54 3.22' LTINSTALL 8"X6" TEEINSTALL FHYD ASS'Y 13.23'LTSTA 4+99.17 3.18' LTINSTALL 8" X 8" TEEARNHEM WAY- C STA 1+73.9347304735474047454750475547604730473547404745475047554760FG- EG-4744.52 FG-4745.32 EG-4744.590+50FG-4745.12 EG-4744.65 FG-4745.41 EG-4744.141+00FG-4745.64 EG-4743.57 FG-4745.87 EG-4743.791+50FG-4746.10 EG-4744.44 FG-4746.33 EG-4744.242+00FG-4746.56 EG-4744.30 FG-4746.80 EG-4743.652+50FG-4747.03 EG-4746.02 FG-4747.26 EG-4750.363+00FG-4747.49 EG-4750.34 FG-4747.72 EG-4750.433+50FG-4747.95 EG-4750.51 FG-4748.19 EG-4750.654+00FG-4748.42 EG-4750.78 FG-4748.62 EG-4750.784+50FG-4748.54 EG-4751.01 FG-4748.12 EG-4751.145+008 X 6 TEE 8.5' FHYD ASSY STA 4+77.54 INV= 4739.98 90° HORIZ BEND STA 0+61.35 INV= 4737.66 8 X 8 TEE STA 4+99.17 INV= 4740.10 BURY= 48.6047304735474047454750475547604730473547404745475047554760FG-EG-4748.26FG-4747.90EG-4749.670+50FG-4747.36EG-4749.13FG-4747.08EG-4749.361+00FG-4746.80EG-4748.83FG-4746.51EG-4748.031+50FG-4746.23EG-4747.43FG-4745.94EG-4746.842+00FG-4745.66EG-4746.43FG-4745.37EG-4746.262+50FG-4745.09 EG-4745.30 FG-4744.80 EG-4743.633+00FG- EG-4743.01 FG- EG-4743.253+50FG- EG-4742.82 8" G.V.STA 0+79.98INV= 4739.878 X 8 TEESTA 0+56.50INV= 4740.1222.5° HORIZ BENDSTA 1+28.80INV= 4739.3522.5° HORIZ BENDSTA 1+68.95INV= 4738.9290° HORIZ BEND STA 2+87.60 INV= 4737.66 0+001+002+003+003+848S8S8S8S8S8S 8S8S8S8S8S8S8S 8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 27LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38LOT 44LOT 45OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEESESWES ES ES ESESESESESESSTA 1+341" WATER SVCSTA 1+011" WATER SVCSTA 1+621" WATER SVCSTA 1+971" WATER SVCSTA 2+411" WATER SVCSTA 0+56.50 5.00' LTINSTALL 8" X X8" TEEWESTMORLAND STA 5+13.40STA 0+79.98 5.00' LTINSTALL 8" G.V.STA 1+01.61 5.00' LTDEFLECT PIPE JOINTS.MAINTAIN SEWER CLEARENCE.STA 1+28.80 5.00' LTINSTALL 22.5° HORIZ. BENDSTA 1+68.95 5.18' LTINSTALL 11.25° HORIZ. BENDSTA 2+87.60 5.00' LTINSTALL 90° BENDARNHEM WAY- B STA 0+61.27STA 1+191" WATER SVCSTA 1+941" WATER SVCSTA 2+411" WATER SVCHORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\W-3 ARNHEM- A & B SEWER.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3WATER IMPROVEMENTSBOZEMANMONTANAARNHEM WAY- A & B0+00 TO END5352.0077W-3CPKCPKJRN11/2016BJH11/03/20161LOT 33 WATER SERVICE LOCATION REVISED12/7/2016CPK2UPDATED LOT LINES AND WATER SERVICES LOTS 13 AND 1401/30/2017CPKJAMES R. NICKELSON906307/2017WESTGATE AVEEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL EXISTING GROUNDASPHALTARNHEM WAY- BINSTALL 439.59 L.F. 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGARNHEM WAY- AARNHEM WAY- BWESTMORLAND DRIVEWESTMORLAND DRIVEARNHEM WAY- BDURSTON ROADARNHEM WAY- A ARNH E M W A Y - C DURSTON ROADARNHEM WAY- AINSTALL 234.40 L.F. 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL EXISTING GROUNDASPHALTARNHEM WAY- BWATER SERVICE TABLELOTSTASIDELOT 131+04RTLOT 121+05LTLOT 141+46RTLOT 111+48LTLOT 162+06RTLOT 102+19LTLOT 172+40RTLOT 92+59LTLOT 182+85RTLOT 193+28RTLOT 83+29LTLOT 73+71LTLOT 204+06RTLOT 64+36LTLOT 54+69LTLOT 214+67RTDEFLECT PIPE JOINTS1" WATER SERV. (TYP)SEE TABLE.6.5' MINCOVER6.5' MINCOVERREV. 2: LOTS 13 AND 14 ADJUSTED. INSTALLWATER SERVICES FROM ARNHEM WAY-A.RECORD DRAWING%(1' $% POND OUTLET PIPE CROSSING (A.B.)TOP OF POND PIPE= 4741.56INV OF WATER MAIN= 4738.19 HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\W-4 ARNHEM-C WATER.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3WATER IMPROVEMENTSBOZEMANMONTANAARNHEM WAY- CSTA 0+00 TO END5352.00710W-4CPKCPKJRN11/2016BJH11/03/20161LOT 4 WATER SERVICE LOCATION REVISED12/7/2016CPKJAMES R. NICKELSON906307/2017EXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL EXISTINGGROUNDASPHALTARNHEM WAY- CINSTALL 303.23 L.F. 8" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGARNHEM WAY- CEXISTING PHASE 2DURSTON ROADWESTMORLAND DRIVEARNHEM WAY- BNOTE:DURSTON TRENCH MUST BE BACKFILLED WITH FLOWABLEFILL FROM TOP OF BEDDING (6" ABOVE TOP OF PIPE) TOBOTTOM OF ASPHALT.6.5' MINCOVERPROPOSED STORM TECH DETENTION CHAMBERSMAINTAIN 1.5' MIN VERT. CLEARANCERECORD DRAWING4736.40 (A.B.)0+001+002+003+003+638S8S8S8S8S8S8S0+00WWWWWWWWWWWWWWWWGVWVGVOHPOHPOHPOHPOHPOHPWVWVLOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27OPENSPACEOPENSPACEOPENSPACEOPENSPACEWWWWWWWWESESESESESESESESESSDSDSDSDSTA 0+59.44 5.40' LTWESTMORLAND STA 8+91.53INSTALL 8"X8" TEESTA 0+79.72 7.74' LTINSTALL 8" G.V.STA 1+07.43 7.98' LTHORIZ. DEFLECT PIPE JOINTSSTA 1+73.93 8.00' LTINSTALL 8"X8" TEESTA 1+071" WATER SVCSTA 1+581" WATER SVCSTA 2+031" WATER SVCSTA 2+501" WATER SVCSTA 1+86.72 8.00' LTINSTALL 8" G.V.STA 2+75.46 0.00'22.5° HORIZ BENDSTA 3+62.80 0.00'CONNECT TO EXISTING12" DURSTON MAINSTA 0+69.86 7.8' LTINSTALL 22.5° BEND4725473047354740474547504755476047254730473547404745475047554760FG- EG-4750.96 FG-4750.88 EG-4750.400+50FG-4750.13 EG-4749.86 FG-4749.57 EG-4751.611+00FG-4749.01 EG-4751.13 FG-4748.44 EG-4751.021+50FG-4747.92 EG-4751.14 FG-4747.61 EG-4750.912+00FG-4747.30 EG-4750.69 FG-4746.99 EG-4746.392+50FG-4746.04 EG-4738.41 FG-4745.10 EG-4744.653+00FG- EG-4744.50 FG- EG-4745.063+508 X 8 TEE STA 0+59.44 INV= 4743.18 11.25° HORIZ BEND STA 0+69.86 INV= 4742.90 8 X 8 TEE STA 1+73.93 INV= 4740.10 8" G.V. STA 1+86.72 INV= 4739.96 22.5° HORIZ BEND & VERT. DEFLECT STA 2+75.46 INV= 4736.33 CONNECT TO EXST 12" DURSTON MAIN STA 3+62.75 INV= 4735.54 VERT DEFLECT STA 2+25.06 INV= 4739.54 1+002+003+004+005+000+001+009+0010+0011+0012+0013+0014+0015+008S8S8S8S8S8S8S8S 8S 8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWVWVOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWVWVWVLOT 12LOT 13LOT 14LOT 15LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41LOT 42LOT 43LOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEW8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S4725473047354740474547504755476047254730473547404745475047554760FG-4750.57EG-4752.808+00FG-4750.32EG-4752.74FG-4750.13EG-4752.738+50FG-4749.94EG-4752.47FG-4749.75EG-4752.279+00FG-4749.56EG-4751.77FG-4749.38EG-4750.909+50FG-4749.19EG-4750.37FG-4749.00EG-4749.8910+00FG-4748.81EG-4749.21FG-4748.46EG-4748.6310+50FG-4748.12EG-4748.22FG-4747.77EG-4747.6911+00FG-4747.43EG-4747.16FG-4747.08EG-4746.7211+50FG-4746.74EG-4746.08FG-4746.39EG-4745.8512+00FG-4746.05EG-4745.18FG-4745.70EG-4744.6612+50FG-4745.36 EG-4743.87 FG-4745.01 EG-4743.5213+00FG-4744.48 EG-4742.98 FG-4743.96 EG-4742.6713+50FG-4743.43 EG-4742.16 FG-4742.91 EG-4741.7014+00FG-4742.45 EG-4741.54 FG-4742.33 EG-4741.8214+50FG-4742.57 EG-4742.42 FG-4742.93 EG-4743.1215+00FG- EG-4742.65 FG- EG-4742.0115+48SDMH #1STA 9+97.4624" INV(NW) = 4744.3424" INV(SE)=4744.3415" INV(SW)= 4744.34RIM= 48.77SDMH #2STA 11+13.1124" INV = 4742.95RIM= 47.62SDMH #3STA 11+75.8924" INV = 4742.21RIM= 46.75 SDMH #4 STA 14+27.95 24" INV = 4739.11 RIM= 4742.58 SEE SHEET SD-2 24" CAPSTUB FOR FUTURESTA 8+84.1924" INV = 4745.45 5+006+007+000+001+002+003+008 S 8S 8S8S8S8S8S8S8S8S8SSSSSS S S S S S S S0+001+00 2+00 3+00 4+00 WWWWWWWWWWWWWWWWWWWWWOHPOHPOHPWVWVLOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 25LOT 26LOT 27LOT 28LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACE8S8S8S8S8S8S 8S 4725473047354740474547504755476047254730473547404745475047554760FG- EG-4750.130+00FG- EG-4749.50 FG-4747.13 EG-4749.730+50FG-4747.19 EG-4749.48 FG-4747.51 EG-4748.971+00FG-4747.31 EG-4748.37 FG-4747.08 EG-4747.881+50FG-4746.85 EG-4747.44 FG-4746.61 EG-4746.082+00FG-4746.32 EG-4744.17 FG- EG-4744.782+50FG- EG-4744.26 FG- EG-4741.603+00FG-4743.94 EG-4742.99 FG-4742.88 EG-4742.383+50FG- EG-4742.65 FG- EG-4743.044+00CURB INLET #4 STA 0+51.00 15" INV = 4743.73 TBC= 4746.97 CURB INLET #5 STA 0+71.00 15" INV(SE)= 4743.49 18" INV(N) = 4743.24 TBC= 4746.97 HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SD-1.DWG PLOTTED BY:COOPER KRAUSE ON Jul/18/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3STORM DRAIN IMPROVEMENTSBOZEMANMONTANAWESTGATE AVENUE & OPEN SPACE STORM DRAINSTA 8+00 TO END AND 0+00 TO END----4SD-1CPKCPKJRN11/2016BJH11/03/20161REVISED DIAMETER OF SDMHs 1-4 01/10/2016CPK2MGH REDLINES01/16/2017MGHJAMES R. NICKELSON906307/2017WESTGATE ROADWESTMORLAND DRIVEEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL EXISTINGGROUNDASPHALT@ ℄WESTGATE AVENUEINSTALL 531.69 L.F. A-2000 PVC STORM DRAIN PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGARNHEM WAYARNHEM WAYPROTECT EXISTING12" PVC PONDOUTLET PIESTUB FOR FUTURECONNECTIONSDMH #1 (5' DIA)STA 9+97.46 14.0' RTCURB INLET #1 (2' X 3')STA 9+97.46 28.32' LTTBC=50.8915" INV= 46.39STORM TECH 1ASEE SHEET SD-2STORM TECH 1BSEE SHEET SD-2STORM TECH 1ASEE SHEET SD-2STORM TECH 2SEE SHEET SD-3EXISTING 36 1/4" X 22 1/2" ARCP CULVERTS (2)CURB INLET #4 (2' X 3')STA 0+51.00WESTMORLAND STA 6+07.70CURB INLET #5 (4' DIA)STA 0+71WESTMORLAND DRIVESDMH #3 (5' DIA)STA 11+75.98 17.58' RTCURB INLET #2 (2' X 3')STA 14+45.60 14.5' LTTBC= 42.4312" INV(W)=12" INV(E)= 39.27CURB INLET #3 (2' X 3')STA 14+45.60 14.5' RTTBC= 42.4312" INV(W)= 15" INV(E)= 39.11SDMH #2 (5'DIA)STA 11+13.11 18.27' RTSDMH #4 (5' DIA)STA 14+27.95 19.75' RT56 LF- 12" C900 PVC@0.18%CURB INLETS #2 & #3STA 14+45.6042.32 LF- 15" SDR35 PVC @ 2.00%114.71 LF 24" @ 1.00%54.78 LF 24"@ 1.75%244.93 LF 24" @ 1.25% VAULT INV= 40.00SEE SD-3113.27 LF 24" @ 1.00%20 LF 15" SDR35 PVC@ 1.00%245.79 LF 18" A-2000 PVC @ 1.32%OPEN SPACE STORM DRAININSTALL 265.79 L.F. PVC STORM DRAIN PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGFINAL GRADEEXISTING GROUNDWESTMORLAND ℄ ARNHEM WAY ℄STORM DRAIN VAULTSEE SHEET SD-327 LF- 12" C900 PVC@ 0.60%PROPOSED WATEREXISTING SEWER4' DIA.12" INV(W)= 4739.50 1.41%4745.09 45.84RECORD DRAWING1.27% (A.B.)1.49% (A.B.)1.29% (A.B.)4748.68 (A.B.)NOTE: STORM DRAIN STRUCTURE INVERTSARE CORRECT, SLOPES WERE INCORRECTLYNOTED IN CONSTRUCTION DRAWINGS.CORRECT SLOPES ARE SHOWN BELOW. (A.B.) WWWW8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SD8S8S8S8S8S8S8S8S8S 2+003+00WWWWWWWWW W WWWWWWWWWWSDSDSDSD7.11'3.65'HORIZ. SCALE IN FEET0202040COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SD-2.DWG PLOTTED BY:COOPER KRAUSE ON Jul/18/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3STORM DRAIN IMPROVEMENTSBOZEMANMONTANASTORM TECH SYSTEMS 1.A AND 1.B----19SD-2CPKMGHJRN11/2016BJH11/03/20161CORRECTED PIPE DIAMETER CALLOUTS01/12/2017CPK2MGH REDLINES01/16/2017MGHJAMES R. NICKELSON906307/2017WESTGATE ROAD STORM TECH #2SEE SHEET SD-3ARNHEM WAY..SOLID COVERRIM EL=43.9030" HDPEOUTLET PIPEI.E.=39.00ORIFICE IN END CAP:CIRCULAR 8 5/8" DIA., ORRECTANGULAR 7 7/8" X 7 1/2"METAL PIPEBRACING30" HDPETEE &RISER1' MIN.1' MIN.6' DIA.MANHOLEFLOW12"HDPEINV= 40.50FROM SDMH #7DURSTON ROADPROPOSED SDSHEET SD-1STORMTECH SYSTEM 1A:TWO ROWS OF 13 CHAMBERS (26 TOTAL)BASE ELEV. OF CHAMBERS= 39.40 (LEVEL)MAX SUBGRADE ELEV= 38.40TOP OF ROCK FILL = 10-YR WSEL= 42.5010-YR STORAGE VOL. (MIN)= 1,910 CU. FT.MIN FG= 44.00SEE SHEET SD-4 AND MANUFACTURER'SINSTALLATION GUIDELINES.STORMTECH SYSTEM 1B:THREE ROWS OF 17 CHAMBERS (51 TOTAL)BASE ELEV. OF CHAMBERS= 39.00 (LEVEL)MAX SUBGRADE ELEV= 38.40TOP OF ROCK FILL = 10-YR WSEL= 42.5010-YR STORAGE VOL. (MIN)= 3,740 CU. FT.MIN. FG= 44.00SEE SHEET SD-4 AND MANUFACTURER'SINSTALLATION GUIDELINES.GENERAL NOTES1.STORM DRAIN MANHOLES SHALL BE 48-INCH DIAMETER(UNLESS OTHERWISE NOTED),CONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS. MANHOLES INDICATING “RIM=”SHALL HAVE SOLID COVERS, THOSE INDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED)COVERS.2.DETENTION POND (UNDERGROUND STORAGE): - BASE ELEV. OF CHAMBERS = 39.00 (LEVEL)- 10-YR WSEL =- 10-YR STORAGE VOLUME(MIN) = C.U. FT. (3819 PROVIDED)- MIN. FINISHED GRADE ELEV.= 43.50±3.PROVIDE 2' MIN. COVER ABOVE TOP OF UNDERGROUND STORAGE CHAMBERS.4.INSTALL UNDERGROUND STORAGE SYSTEM IN ACCORDANCE WITH ALL MANUFACTURERSRECOMMENDATIONS AND STANDARD DETAILS. INSTALLATION REQUIRES WOVEN ANDNON-WOVEN GEOTEXTILE, WASHED ROCK AND PERFORATED UNDERDRAIN PIPE. SUBMITINSTALLATION DRAWINGS FOR ENGINEER'S APPROVAL.5.HDPE PIPE SHALL HAVE SMOOTH INTERIOR WALL. USE N-12 HDPE AS MANUFACTURED BYADS, OR ENGINEER-APPROVED EQUAL.REMOVE EXISTING TEMPORARYDETENTION POND AND SALVAGETEMP OUTLET STRUCTUREEXISTING SDITBC= 42.50INV= 39.5012" HDPE @ 0.00%INV= 40.5012" INV=39.4018" INV= 39.4022 LF- 12" SDR35 PVC@ 0.50%CURB INLETS #2 & #3. SEE SD-1SDMH #4 (4' DIA)RIM = 42.5812" INV (W)=39.5024" INV (S) = 24" INV(NE)= 39.1115"24"24" SDR35 PVC@ 0.00%INV= 39.0012"6'6'7'6.5'12" HDPE @ 0.00%WITH 90° BENDINV= 40.508" PERFORATED HDPESDMH #7 (4' DIA)GRATE= 43.2012" INV(N)= 39.2512" INV(E)= 40.5012" INV(W)= 39.106"6"18" SDR35 PVCINV= 40.00FROM SOUTH ROW18" SDR35 PVCINV= 40.00FROM MIDDLE ROWEXISTING 12" RCP INSTALLED AT 0.8%CUT AS REQ'D TO DRAIN INTO NEW MANHOLE.INV= 39.0516 LF- 15" SDR35 PVC@ 0.73%51 LF- 30" SDR35 PVC@ 0.59%STORM TECH CHAMBERS 18" SDR35 PVC @ 0.00%INV= 40.008" PERFORATED HDPE @0.00%INV= 39.00SDMH #6 (6' DIA)RIM= 43.9012" INV (W) =40.0012" INV (NW)= 40.0012" INV (N)= 40.5030" INV (E)= 39.00SEE ___3"SDMH 7(PER PLAN)12" SDR35 PVC@ 1.00%12" SDR35 PVC@ 0.00% W/ 90° BENDINV= 40.5045° BENDSDMH #5 (6' DIA.)GRATE= 42.7015" INV(W)= 39.0024" INV(SW) = 24" INV(E)= 39.0012" INV(S)= 40.50STORM TECH CHAMBERS 19 LF- 24" SDR35 PVC@ 0.60%56 LF- 12" SDR35 PVC@ 0.18%19'INSPECTION PORT(TYP.OF 2)19'INSPECTION PORTS(TYP.OF 3)INSPECTION PORT@ MIDPOINT OF ROWISOLATOR ROW154 LF- 8" PERF. HDPE@ 0.00%INV= 39.00CONNECT TO NON-PERFORATED HDPEDRAINAGE SWALE (TYP)SEE SD-5 FOR GRADING DETAILSSTORMTECH SYSTEM 1ASTORMTECH SYSTEM 1BNOTE: SEE SHEET SD-5 FOR SITE GRADING DETAILSNOTE: SDMH #5 IS TO BE USED FOR CLEANING THE ISOLATOR ROW.C90040.0018"18"HDPE18" HDPEHDPE18" HDPE40.0030" HDPE18"18"18"40.008" INV (S)= 39.0040.0018"10-YR WSEL= TOP OF RISER ELEVATION= 42.50HDPERECORD DRAWING8 12" ORIFICE INSTALLED AFTERFUTURE PHASE DEVELOPMENTANALYSIS WAS COMPLETE. (A.B.) 4'-0" LONG3x3x14 STEEL ANGLE14FLOW DIRECTION(EAST TO WEST)4'-0" LONG3x3x14 STEEL ANGLE38" STEELPLATE6'-0" LONG3x3x14 STEEL ANGLECONC. ANCHOR(SEE FRONT VIEW)BOLT(SEE FRONT VIEW)CONCRETEBASE SLAB3'-112"WEIR CRESTELEV.=42.5012"Øx2" BOLTS @ 18" O.C.,CENTERED ON STEELANGLE (TYP. BOTH SIDES)12"Ø ANCHOR x 414" EMBEDDRILLED & EPOXIEDHILTI-HIT-HY150 @ 18" O.C.,CENTERED ON STEEL ANGLE(TYP. ALL AROUND)38" STEELPLATE6"(TYP.)3'-112"2'-0"6'-0"1'-3"4'-0"STORM DRAINVAULTWEIR CRESTELEV.=42.501'-6"(TYP.)1'-6"(TYP.)4'-0"1'-3"30" HDPEPRIMARY OUTLETW/ 45° BENDEMERGENCYOVERFLOW2'-0"TO CHAMBERS24" HDPE2' DIA.SOLID ACCESS (TYP)30" VERT. HDPE TEE8" SOLID HDPE@ 0.00%, INV= 39.00N18" A-2000 PVCINV= 40.0018" HDPE @0.00%INV= 41.0012" SDR35 PVCFROM DROP INLET1'-6"1'-6"2'-0"TOP OF SLABELEV.= 36.506'-0"10'-0"42.506" MIN.℄WEST ACCESSRIM EL.= 44.60℄ EAST ACCESSRIM EL.= 44.60STEEL WIER PLATESEE DETAIL30" HDPEOUTLET TO SD VAULTINV= 39.0024" HDPETO CHAMBERSINV= 39.6012" HDPEOUTLET FROMNORTH ROW OFCHAMBERSINV= 41.0030" END CAP WITH 6 3/4" DIA. OR6 1/8" X 6" RECTANGULAR ORIFICE12" SDR 35 PVCFROM DROP INLETINV= 39.60SDSDSDSDSD8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 3+00WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWHORIZ. SCALE IN FEET0202040COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SD-2.DWG PLOTTED BY:COOPER KRAUSE ON Jul/18/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3STORM DRAIN IMPROVEMENTSBOZEMANMONTANASTORM TECH SYSTEM 2----20SD-3CPKMGHJRN11/2016BJH11/03/20161MGH REDLINES01/16/2017MGHJAMES R. NICKELSON906307/2017EXISTING 36 14" X 22 12" CULVERTSINV IN (S)= 38.30EXIS T I N G P H A S E 2ARNHEM WAYPROPOSED STORM DRAINSEE SHEET SD-1PROTECT EXISTING POND OUTLET PIPESTORMTECH SYSTEM 2:BASE ELEV. OF CHAMBERS= 39.50 (LEVEL)MAX SUBGRADE ELEV= 38.90TOP OF ROCK FILL = 10-YR WSEL= 42.5010-YR STORAGE VOL. (MIN)= 7,220 CU. FT.MIN FG=44.00SEE SHEET SD-4 AND MANUFACTURER'SINSTALLATION GUIDELINES.EXISTING SDITBC= 44.9912" INV = 41.30EXISTING 12" RCP INSTALLED AT 0.69%CUT TO FIT PROPOSED MANHOLE LOCATIONREMOVE EXISTING TEMPORARY DETENTION PONDSALVAGE EXISTING TEMPORARY POND OUTLET STRUCTURECUT EXISTING POND OUTLET PIPEINV= 40.6±INSTALL 22.5° BEND AND 46 LF SDR35 PVC @ 4.2 %±SCALE: 1/2" = 1'-0"SCALE: 1" = 1'-0"FRONT VIEWSECTION A-ANOTES:1. VERIFY AS-BUILT CONCRETE DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATING STEELSUPPORT FRAMING AND ATTACHMENT HARDWARE. MODIFY STEEL PARTS AS REQUIRED TOFIT AS-BUILT CONCRETE STRUCTURE.2. ALL STEEL STRUCTURES, SUPPORT FRAMING AND ATTACHMENTS SHALL BE MADE OFSTAINLESS STEEL OR STEEL FABRICATED AND DRILLED, THEN HOT-DIP GALVANIZED. ALLBOLTS AND CONCRETE ANCHOR BOLTS SHALL BE STAINLESS STEEL UNLESS NOTEDOTHERWISE.STORMTECH VAULTSEE DETAIL 1- THIS SHEETSDMH #8 (5' DIA.)GRATE= 46.2012" INV (N)= 41.0512" INV (NW)= 41.0024" INV (W)= 24" INV (E)= 39.50SDMH #9RIM= 43.7024" INV (E)= 24" INV (W)= 39.8±56.1 L.F. 24" A-2000 PVC @ 0.52%DURSTON ROADPROPOSED 8" WATER MAIN24" HDPE@ 0.00%INV= 39.5012" HDPE @0.00%W/ 45° BENDINV= 41.00ISOLATOR ROW CONNECTORCONNECT TO NON- PERFORATED HDPE364 LF- 8" PERFORATED HDPE@ 0.00%, INV= 39.00WEST ISOLATOR ROW (24 CHAMBERS)NORTH ROW (51 CHAMBERS)EAST ISOLATOR ROW (25 CHAMBERS)INSPECTION PORT (TYP)90'19'18" HDPE @ 0.00%WITH 90° BENDINV= 41.00DRAINAGE SWALE4' O/S FROM BACK OF SIDEWALK0.5' DROP FROM BACK OF WALK TO FL2' DIA DROP INLETGRATE= 42.6312' INV= 39.70INSTALL 8.5 LF 12" SDR 35 PVC @ 1.18% TO VAULT12' X 5'SD VAULTNOTE: SEE SHEET SD-5 FOR SITE GRADING DETAILS12 LF 30" HDPE @1.66%W/ 2 45° BENDS39.2039.3040.5018"18"40.5040.5046.5040.5018"40.50W/ STEPSW/ STEPSRECORD DRAWING COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SD-2.DWG PLOTTED BY:COOPER KRAUSE ON Jul/18/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3STORM DRAIN IMPROVEMENTSBOZEMANMONTANASTORM TECH SYSTEM DETAILS----21SD-4CPKMGHJRN1/2016BJH11/03/20161MGH REDLINES01/16/2017MGHJAMES R. NICKELSON906307/2017ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTIONEQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILLMATERIALS.4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONEWITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.6.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIALREQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³18"(450 mm) MIN*8'(2.4 m)MAXSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP6" (150 mm) MINDCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) TYP51" (1295 mm)6"(150 mm) MIN30"(760 mm)DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MIN*TO BOTTOM OF FLEX IBLE PAVEMENT . FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEH ICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).3 LF- 12" PVC @ 0.00%INV= 40.50CHAMBER END CAPFABRIC OVERLAP DIRECTIONRIM= 44.20INSIDE TOP OF VAULT= 42.62EXIST. INV= 38.34±INSIDE BOTTOM OF VAULT= 36.60DURSTON STA 9+00= ℄ DOUBLE CULVERTS6'3'2'2' DIAACCESS RISEREXISTING 36 14" X 22 12" ARCPEXISTING 36 14" X 22 12" ARCP℄ 30" PVC℄ 30" PVC℄ 12" PVC1.5'12' X 5' INSIDE DIMENSIONS6'30" INV= 38.8030" INV= 38.7012" INV= 38.70REMOVE EXISTINGFLARED END SECTIONS45° BENDHDPEHDPERECORD DRAWING14' (A.B.) SDSDSDCOPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\SD-GRADING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/18/2017 2017 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3 STORM DRAIN IMPROVEMENTSBOZEMAN MONTANA STORM DRAIN GRADING 5352.007 22 SD-5 CPK CPK JRN 11/2016 BJH 11/03/2016 JAMES R. NICKELSON 9063 07/2017WESTGATE ROADHORIZ. SCALE IN FEET 010 10 20 RIDGE LINE= 44.30 FL= 43.50 42.800.70%RIDGE LINE44.80 44.70 FL= 43.70 FL= 42.90 1.00% GRATE= 42.70 RIDGE LINE= 44.30 FL= 44.50 FL= 44.50 FL= 44.10 RIDGE LINE44.80 44.70 0.90%GRATE= 43.20 DURSTON ROAD MIN ELEV. FOR REQUIRED COVER= 44.00 MIN ELEV. FOR REQUIRED COVER= 44.00 4744 4744 474347434744 4744 4744 4743.50 4744 4745FL= 45.004.20%1.20 % FL= 43.60 1.00% RIM= 44.20 474747474746.504746.504746 4745 FL= 46.96 GRATE= 46.20 RIM= 46.50 END R . O . W . - A R N H H E M - C DURSTON ROAD-SIDEWALK DURSTON ROAD- SIDEWALK 3' WIDE BERM TOP EL= 43.50 4743.50 RIM= 43.90 RIM= 44.60 END R.O.W.- ARNHHEM- A GRATE= 42.63 0.61% 3' WIDE BERM TOP EL= 46.50 1.40% STORM TECH SYSTEM 1A STORM TECH SYSTEM 1B STORM TECH SYSTEM 2 STORM TECH SYSTEM 1B RIDGE LINE= 44.30 NOTE: COORDINATE WITH OWNER FOR LOT GRADING. RECORD DRAWING COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Aug/14/2017 2017 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 3 BOZEMAN MONTANA ELECTRICAL SYMBOL LEGEND, ABBREVIATIONS AND SCHEDULES 5352.007 19 E-1 ARG ARG JRN 10/2016 RJH 09/2016 AMY GALT 30605 07/2017 INCOMING ELECTRICAL SERVICE DIVISION OF RESPONSIBILITY ELEC. CONTR. UTILITY CO. PRIMARY CONDUIT X PRIMARY CONDUCTORS X PAD MOUNT TRANSFORMER X TRANSFORMER CONNECTIONS X SECONDARY CONDUIT X SECONDARY CONDUCTORS X DISCONNECT X METER BASE X METER X AVAILABLE FAULT CURRENT AT SERVICE POINT:x,xxxA @ 120/240V 1P, 3W XFMR NOTES: 1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID 2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES. POWER CONTACT: DUSTIN WORKMAN NORTHWESTERN ENERGY BOZEMAN, MT (406) 582-4644 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER SEE DETAIL 8/E0.2. METER LINE BREAK HANDHOLE SEE DETAIL 6/E0.2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONINGAFAMP FUSEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEALALUMINUMAS AMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUITCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROLCU COPPER DISC DISCONNECTDIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACHEFEXHAUST FANELEC ELECTRICEMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTORGFI GROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGEHOA HAND-OFF-AUTOMATICHP HORSEPOWERHPS HIGH PRESSURE SODIUMHTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERESKW KILOWATTS LTG LIGHTING MAX MAXIMUMMHMETAL HALIDEMINMINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECTNIC NOT IN CONTRACTNO NORMALLY OPEN#NUMBER OC ON CENTER OH OVERHEAD P POLEPB PUSHBUTTONPNL PANELPVC POLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLERGS RIGID GALVANIZED STEELRM ROOMRVNR REDUCED VOLTAGE NON-REVERSINGRVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSSPB START-STOP PUSHBUTTONSW SWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARDTYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLTVA VOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3. U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4. ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDT REQUIREMENTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5. CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE THE COORDINATION OF ALL ELECTRICAL SERVICE WORK WITH NORTHWESTERN ENERGY. OWNER PAYS ALL FEES, CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OF NORTHWESTERN ENERGY WORK. CONTACT DUSTIN WORKMAN (PH: 406-582-4644) AT NWE FOR UTILITY INFORMATION. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL SCHEDULES ARE MET. LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 65W LED FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, DARK BRONZE FINISH. MOUNT BOTTOM OF FIXTURE AT 25' AFG WITH SQUARE STEEL POLE. MOUNT ON CONCRETE BASE.KIM LIGHTING SAR-1SA-3-E35-60L-4K-DB-A-32-NFO POLE: KSS25-4180-DB POLE/ 240 E2 34W LED 8 FT PEDESTRIAN, FULL CUTOFF, POST-TOP LUMINAIRE WITH TYPE III DISTRIBUTION. MOUNT ON CONCRETE BASE.CREE PWY-EDG-3M-P8-02-D-24-BZ-F POST TOP/ 240 PROJECT NOTES RECORD DRAWING COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Jul/19/2017 2017 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 3 BOZEMAN MONTANA ELECTRICAL DETAILS 5352.007 20 E-2 ARG ARG JRN 09/2016 RJH 09/2016 CONSTRUCTION DRAWINGS 10/2016 AMY GALT 30605 07/2017 POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'-6"7' HORIZ. TIES SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR.DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER. PROVIDE REINF. CLEARANCE PER ANCI 318. * ** *** **** ***** FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. SEE DETAIL 5 ON THIS SHEET THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. BEAKAWAY BOLT COUPLING (TYP) 25' AFG FINISHED GRADE TYPE E1 LUMINAIRE 8' AFG FINISHED GRADE TYPE E2 LUMINAIRE POWER CONDUIT TRENCH SAND 6" BELOW & 8" ABOVE CONDUIT. COMPACT TO 90% RELATIVE DENSITY. COMPACT BACKFILL TO 90% OF RELATIVE DENSITY. 95% OF T-99 ACROSS ROAD WAYS EDGE OF TRENCH TO BE 36" MIN. FROM EDGE OF WATER OR SEWER NEW TOPSOIL 36" MIN EXISTING TOPSOIL UNDISTURBED EARTH 12" MIN. SHOW SEPARATE 6" WIDE MARKING TAPE 15-18" BELOW FINISHED GRADE CONTRACTOR SHALL PROVIDE LIKE VEGETATION DISTURBED BY TRENCH OR PATCH AND RE-PAVE AS NEEDED TO MATCH ADJACENT SURFACE TYPICAL TRENCH DETAIL 3/8" HOLD DOWN BOLTS 1" CLEAN STONE DRAINAGE COPPER OR EQUAL BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE CONDUIT IN PLACE AS REQUIRED. NO. 30 FELT PAPER SEPARATION ELECTRICAL BOND, NO.6 AWG PROVIDE STUB AND CAP CONDUIT FOR FUTURE LUMINAIRES TYPE HANDHOLE DETAIL 1 3 4 8 5 7 LIGHT FIXTURE BASE SCHEDULE ***** POLEHEIGHT SIZE LONG STL HORIZONTAL STL ** 0' - 14' 14' - 38' DEPTH *** HEIGHT AFG 18" Ø 4'-0" 7'-0" 0" 0"24" Ø (6) # 5 **** (6) # 6 **** #3 AT 10" O.C. #3 AT 12" O.C. 2"C TO LIGHTING (TYP)2"C.0 TO TRANSFORMER FINISHED GRADE METER BASE PEDESTAL WITH LEVER BYPASS, 120/240V, 1Ø 100A MCB. SCALE: INTEGRAL LOAD CENTER CONCRETE BASE NOTE: CONTRACTOR SHALL ALSO PROVIDE 1-2" SPARE C.O. STUBBED TO OUTSIDE CONCRETE PAD. THE LAKES METER M2 MILBANK, CP2B51115ASP WITH BASE: CP-16PDMNT-CALT GND RODS #6 CU (1) 2" C.O. 120/240V, 1P, 3W, PAD MOUNT XFMR BY UTILITY 200A METER PEDESTAL WITH 100A MAIN BREAKER (TYP) NEMA 3R LIGHTING CONTROL ENCLOSURE WITH DEFINITE PURPOSE LIGHTING CONTACTORS CONTROLLED VIA POST TOP PHOTOCELL CONTACTOR SHALL BE SIZED TO ACCOMMODATE ALL CIRCUITS SHOWN ON PANEL SCHEDULE CAP TOPS OF POST 2" RGS SUPPORT PROVIDE PHOTOCELL (TORK 5000M OR EQUAL) MOUNTED ON RGS CONDUIT AT 8FT AFG ONE LINE DIAGRAM5 METER BASE DETAIL2 RECORD DRAWING MHHHHHHHHHHHHHHHH1458592 sq.ft.LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22LOT 23LOT 24LOT 25LOT 26LOT 27LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41LOT 42LOT 43LOT 44LOT 45LOT 46LOT 47LOT 48LOT 49LOT 50OPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACEOPENSPACES S SPPPPPPPP EXE2E1FUTUREPHASER-X LOTWESTMORLAND DRIVEWESTGATE AVENUE ARNHEM WAYE1E1E1E1E1E1E1E2E2E2E2COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Aug/14/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST: PHASE 3BOZEMANMONTANASITE LIGHTING PLAN5352.00721E-3ARGARGJRN09/2016RJH09/20161ADDED NWE UTILITIES AND CONDUITS01/11/2017CPKAMY GALT3060507/2017POLE 24POLE 26POLE 26POLE 27POLE 28POLE 29POLE 30POLE 32POLE 31POLE 33POLE 34POLE 35POLE 36INTERCEPT EXISITNGCONDUIT STUB ANDEXTEND TO NEWLUMINAIRE WITH 2-#10AND 1-#10CU GND2-#10CU & 1 #10GND IN 2" CMETER M22-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C4-# 8 CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2-#10CU & 1 #10GND IN 2" C2" C.O.2-#8 CU & 1 #10GND IN 2" C2-#8 CU & 1 #10GND IN 2" CM2-1,3M2-1,3M2-1,3M2-1,3M2-1,3M2-1,3M2-2,4M2-2,4M2-2,4M2-2,4NOTE:STANDARD LOCATION OF CONDUIT IS 2FT BEHIND TBC ONLOCAL STREET SECTIONS AND 2 FT FROM BACK OFPUBLIC UTILITY EASEMENT ON WOONERF SECTIONS.RECORD DRAWINGHHHHHHHHHHHHHHADDITIONAL HANDHOLE ADDEDDURING CONSTRUCTION. (A.B.)ADDED CONDUIT ANDCONDUCTOR (A.B.)ALL OF PHASE 3 IS CONNECTED TO NEW METER ONWESTGATE AVE.ADDITIONAL CONDUIT AND CONDUCTOR ADDEDALONG ARNHEM-B TO CONNECT THE CIRCUIT. (A.B.)RIGHT OF WAY (A.B.)POLE 29 MOVED NORTHTO LOT 14/15 PROPERTYLINE. (A.B.) * ALL SIDEWALK ALONG PARKS IS TO BE 6' WIDE, REDUCING THE BLVD TO 7.5' WIDE.60'R.O.W.CENTER OF R.O.W.13.5'ASPHALTW/PARKING13.5'ASPHALTW/PARKING8.5'BLVD*8.5'BLVD*2'C&G5'SDWK*2'C&G5'SDWK*11'ASPHALT& CURB11'ASPHALT& CURB13'BLVD13'BLVDAT TYPICAL CURB BULB LOCATIONS3%3%7'PARKINGLANE8'PARKINGLANE8'PARKINGLANE7'PARKINGLANE2%2%2%2%0.5'CURB0.5'CURB3" ASPHALT6" CRUSHED BASE COURSE1 1/2" MINUS**SUB-BASE COURSE6" MINUSCOMPACTED SUBGRADE5'SDWK5'GRASSMIRAFI 500X OR EQUIVALENTIN LOCATIONS AS DIRECTEDBY THE ENGINEERBACKFILL CURB WITH MIN 4" TOP SOIL.EXTEND STRUCTURAL MATERIALMIN 9" PASTBACK OF CURB32'R.O.W.CENTER OF ROAD17'ASPHALT2'1'1'2%5'CONCRETEBORDER6'PARKING/ PLANTER BOXESCONCRETEBORDER/ PARKING2%2%2%**SUB-BASE COURSE6" MINUS3" ASPHALT6" CRUSHED BASE COURSE1 1/2" MINUSCOMPACTED SUBGRADEMIRAFI 500X OR EQUIVALENT INLOCATIONS AS DIRECTED BYTHE ENGINEERINSTALL PARKING ONLY ATLOCATIONS SHOWN ON PLANS6" CONCRETE6" CONCRETEFLOWLINE OFFSET 1.5' FROM CL R.O.W.℄ R.O.W.(ELEVATION SHOWNON PROFILES)2.5" ASPHALT9" (MIN) CRUSHED BASE COURSE1 1/2" MINUS2%CENTERLINEELEVATIONS PER PLAN10'ASPHALT1'SHOULDERGRAVEL4:1MAX4:1MAXCOMPACTED ROADSOILS PER PLAN3- 12" A-2000 UTILITY CONDUITSFINISH GRADE ASPHALTDEPTH PER PLANMIN 12"NOTES:EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.MIN 30"MAX 40"COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\DETAILS- ROAD SECTIONS.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALEY WEST SUBDIVISION- PHASE 3BOZEMANMONTANADETAILS- ROAD SECTIONS5352.00721D-1CPKCPKJRN11/2016BJH11/03/20161ADDED DETAIL 4: UTILITY CONDUITS01/11/2017CPKJAMES R. NICKELSON906307/2017LOCAL STREETWESTMORLAND DRIVE, WESTGATE AVENUE1WOONERF SECTIONARNHEM WAY & WOONERF-SOUTH2NOTE:** SUB-BASE THICKNESS A MINIMUM OF 6" INAREAS OF NATIVE GRAVELS.INCREASETHICKNESS TO A MINIMUM OF 18" IN AREA OFCLAY LOAM.ASPHALT TRAIL3UTILITY CONDUITS4RECORD DRAWING NOTES:1. INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6.5' COVER TO FINISHEDGRADE OR CULVERT.2. INSTALL INSULATION OVER ALL SEWER LINES WITH LESS THAN 5.0' COVER TO FINISHEDGRADE OR CULVERT.2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE ORIENTATION OR STAGGERJOINTS TO PROVIDE 2' MIN. OVERLAP BETWEEN JOINTS.3. INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARDPER AASHTO M230-70. INSULATION TABLE FOR WATER/SEWER LINE (SIZES 2" TO 12") VERTICAL SEPARATION BETWEEN WATER/SEWER AND FINISHED GRADE/CULVERT 2.5'-4.5' 4.5'-6.4'WIDTH OF INSULATIONTO BE INSTALLED8.0'4.0'NOTE: MINIMUM 6.5' BURYREQUIRED TO TOP OFWATER SERVICETYPE 2 PIPE BEDDINGWHERE REQUIRED FORSOFT OR UNSTABLEFOUNDATION6"4"SELECT TYPE 1 PIPE BEDDING PLACEIN 6" MAX. LAYERS AND COMPACTEDAS SPECIFIED IN SECTION 02221,SAME ALONG SERVICE LINETYPE 1 PIPE BEDDINGPLACE IN 6" MAX. LAYERSAND COMPACTEDTHOROUGHLY, SAMEALONG SERVICE LINE4.0' MINIMUM WIDTHEXST. WATER/SEWER MAINCUT NEAT LINEFLOWABLE FILL6" CRUSHED BASE, 97%AASHTO T-993" MIN. ASPHALT OR MATCHEXISTING IF DEPTH GREATERTHAN 3", 97% MARSHALLEXISTING PAVEMENTWATER/SEWER SERVICE5'1'5'LOT 12COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALEY WEST SUBDIVISION- PHASE 3BOZEMANMONTANADETAILS5352.00724D-2CPKCPKJRN11/2016BJH11/03/2016JAMES R. NICKELSON906307/2017WATER/ SEWER INSULATION1-ASPHALT RESTORATION DETAIL2-ARNHEM WAY INTERSECTION CONCRETE4-DECORATIVE CROSSWALK CONCRETE5-EXTENSION OF OUTSIDEEDGE OF CONCRETEEXTENSION OFEDGE OF ASPHALTEXTENSION OF OUTSIDEEDGE OF CONCRETENOTES:-7" THICK STAMPED CONCRETE.- LITHOTEX®PAVECRAFTERS® EUROPEAN FAN PATTERN-REINFORCED WITH #4 BARS ON A 2'X2' GRID @ 3.5" DEEPNOTES:-7" THICK STAMPED CONCRETE.- LITHOTEX®PAVECRAFTERS® EUROPEAN FAN PATTERN-REINFORCED WITH #4 BARS ON A 2'X2' GRID @ 3.5" DEEPDRIVEWAY EASEMENTEND C.O.B. R.O.W.DEAD-END BARRICADE (TBD)ARNHEM WAY DRIVEWAY EASEMENTS5-NOTE: C.O.B. REQUIRES ALL TRENCHES IN ARTERIAL STREET SECTIONSBE REPAIRED WITH FLOWABLE FILL FROM THE TOP OF PIPE BEDDING TOTHE BOTTOM OF NEW ASPHALT.GROUT PLUG, ROUNDSMOOTH AS SHOWN8" DIA. SCH 40 STEEL PIPE.GRIND SMOOTH, FILL WITH CONCRETE ANDPAINT (COLOR TBD)CONCRETE ENCASEMENTTO FINISHED GRADE3' 6"3' 6"3"18" MIN.BOLLARDNTS3R-2D-3RECORD DRAWING COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\INTERSECTION DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3ROAD IMPROVEMENTSBOZEMANMONTANAINTERSECTION GRADING DETAILS5352.00725D-3CPKCPKJRN11/2016BJH11/03/20161ADDED WOONERF CROSSWALK LINEWORK12/12/2016CPK2ADDED CURB HIGH POINT ELEVATION LABEL, DETAIL 112/13/2016CPKJAMES R. NICKELSON906307/2017020204010HORIZ. SCALEIN FEETNOTES:1. TBC= TOP BACK CURB/ RIBBON CURB2. EA= EDGE OF ASPHALT3. FL= FLOWLINE4. PT= POINT OF TANGENCY5. ALL SIDEWALK/CURB INTERFACES SHALL HAVE APEDESTRIAN RAMP PER C.O.B. STD 02529-86. WOONERF FLOWLINE (OFFSET 1.5' FROM ALIGNMENT)7. DECORATIVE CROSS WALK SEE DETAILD-25WESTGATE AND WESTMORLAND TRAFFIC CIRCLE1R-1R-2WESTMORLAND AND WOONERF-SOUTH3R-2WESTMORLAND AND ARNHEM WAY- A & WESTMORLAND PEDESTRIAN CROSSING2R-3WESTGATE AND DURSTON4R-1R-2WESTMORLAND AND ARNHEM WAY- C5R-4EXISTING TBCSTA 14+75SAW CUT LINEREMOVE EXISTING CURB AND ASPHALT SOUTH OF LINE.INSTALL CURB AND ASPHALT AT GRADES SHOWN.REMOVE EXISTING CURB RAMPSAND REPLACE WITH GRADES SHOWN.WESTGATE AVE WESTGATE AVEWESTMORLA N D D R I V E WESTMORLAND DR IVEWESTMORLAND DRIVEWESTMORLAND DRIVEARNHEM WAY ARNHE M W A Y WOONERF- SOUTH DURSTON ROADD-23INSTALL BOLLARDS TO PROTECTEXISTING POND OUTLET STRUCTURE.TBC3'3'EXISTING PONDOUTLET STRUCTURE42.8242.5442.3842.7542.7442.6342.2242.135.0%6'20'43.7043.8242.7442.8042.2042.1342.6242.6814'3.93%0.5%0.5%2.00%2.00%2.00%2.00%3.00%3.00%RIM= 42.585' CONCRETE RIBBON@+2% FROM BACK OF CURBSPILL CURB5' RAD. (TYP)8.3%RECORD DRAWING48.08 (A.B.)49.33 (A.B.)49.56 (A.B.)LOT 31LOT 32LOT 44STA 3+11.4 PT49.09TBC 15.50' LTSTA 10+83.5 PT47.98TBC 15.50' LTSTA 9+96.0 L.P.48.68TBC 29.70' LTSTA 9+60.3 PT49.27TBC 15.50' LT STA 3+06.7 PT49.12TBC 15.50' RTSTA 10+25.349.41TBC 17.97' LTSTA 10+06.349.47TBC 0.00'STA 9+60.8 PT49.28TBC 15.50' RT STA 10+25.149.22TBC 17.98' RTSTA 10+42.3 PT49.04TBC 0.00'STA 10+84.0 PT47.98TBC 15.50' RTSTA 4+34.2 PT48.23TBC 15.50' RTSTA 4+30.4 PT48.51TBC 15.50' LTSTA 4+95.3 PT47.68TBC 15.50' LT49.47STA 2+61.2 PT49.20TBC 15.50' RTSTA 4+10.0 H.P.48.61TBC 20.84' LTLOT 38OPENSPACE6+00 7+0014+0015+00STA 14+64.1 PT42.52TBC 15.50' RTSTA 14+46.0 LP42.44TBC 15.50' RTSTA 14+46.0 LP42.44TBC 15.50' LTSTA 14+61 .0 PT42.65TBC 15 .50 ' LTSTA 14+76.0 PT43.24TBC 31.26' LTS T A 1 4 + 7 9 . 1 P T 42 . 9 3 TB C 2 9 . 7 4 ' R TSTA 14+46.042.33CLST A 1 4 + 7 5 . 0 42 . 7 1 CLSTA 14+72.742.85TBC 21.10' LTSTA 14+73.2 PT42.64TBC 18.58' RTLOT 14LOT 15LOT 27OPENSPACESTA 4+95.3 PT47.68TBC 15.50' LTSTA 5 + 4 7 . 8 P T 47.66 TBC 1 5 . 5 0 ' L TSTA 5+19.3 PT47.88TBC 15.50' RTST A 0 + 8 0 . 0 P T 47 . 3 9 TB C 1 5 . 0 0 ' R TSTA 0+80.5 PT47.44EA 7.00' LTSTA 0+80.5 PT47.47TBC 9.00' LTSTA 5 + 1 9 . 3 47.90 CL STA 5+65.9 PT47.42TBC 15.50' RTSTA 5+78.3 PT47.32TBC 13.31' RTSTA 5+91.5 PT47.21TBC 11.00' RTSTA 6+52.8 PT47.50TBC 11.00' RTSTA 6+65.8 PT47.63TBC 13.25' RTSTA 6+78.4 PT47.74TBC 15.50' RTSTA 5+68.8 P T 47.38 TBC 15.50 ' L T STA 5+82. 5 P T 47.28 TBC 12.95 ' L T STA 5+9 2 . 8 P T 47.20 TBC 11.0 0 ' L T STA 6+51.5 P T 47.49 TBC 11.00' L T STA 6+6 1 . 9 P T 47.58 TBC 12.9 5 ' L T STA 6+7 5 . 5 P T 47.69 TBC 15. 5 0 ' L T ST A 6 + 0 7 . 7 47. 0 1 CL STA 6+07.7 LP47.13TBC 11.00' RTSTA 6 + 0 7 . 7 P T 47.13 TBC 1 1 . 0 0 ' L TR90'LOT 1LOT 20LOT 21STA 8+96 .850.88CLSTA 9+19.2 PT51.17TBC 15.50' LTS T A 8 + 6 8 . 8 P T 5 0 . 4 6 T B C 1 5 . 5 0 ' R T STA 8+68.8 PT50.45TBC 15.50' LTSTA 9+24.5 PT51.25TBC 15.50' RTSTA 0+79 .9 PT50.20TBC 9 .00 ' RTSTA 0+79.7 PT50.17EA 10.00' LTSTA 0+79.5 PT50.20TBC 15.00' LTTBC 15 .00 ' LTSTA 0+68.850.27EA 13.98' LTS T A 0 + 6 5 . 7 50 . 1 0 F L 1 7 . 2 7 ' L T STA 0+68 .8 50 .63EA 11 .0 5 ' RTSTA 0+65.950.55FL 14 .36 ' RTSTA 1+00 .049.54FL 1 .50 ' LTLOT 47LOT 48LOT 49STA 3+06.7 PT49.12TBC 15.50' RTSTA 1+80.5 PT49.74TBC 15.50' LTSTA 1+80.5 PT49.74TBC 15.50' RTSTA 2+16.2 PT49.22TBC 15.50' RTSTA 2+36.2 PT49.47TBC 15.50' LTSTA 2+61.2 PT49.20TBC 15.50' RTSTA 6+40.5 PT49.38TBC 10.00' RTSTA 6+41.0 PT49.44TBC 15.00' RTSTA 6+23.9 PT49.74TBC 9.00' LT STA 6+40.1 PT49.50TBC 9.00' LT STA 6+40.1 PT49.46TBC 7.00' LTSTA 2+36.249.49CL COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\INTERSECTION DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3ROAD IMPROVEMENTSBOZEMANMONTANAINTERSECTION GRADING DETAILS5352.00726D-4CPKCPKJRN11/2016BJH11/03/20161UPDATED LOTS LINES LOTS 13 AND 1401/30/2017CPKPROFESSIONALENGINEERPENUMBERPEDATE020204010HORIZ. SCALEIN FEETNOTES:1. TBC= TOP BACK CURB/ RIBBON CURB2. EA= EDGE OF ASPHALT3. FL= FLOWLINE4. PT= POINT OF TANGENCY5. ALL SIDEWALK/CURB INTERFACES SHALL HAVE APEDESTRIAN RAMP PER C.O.B. STD 02529-86. WOONERF FLOWLINE (OFFSET 1.5' FROM ALIGNMENT)7. DECORATIVE CROSS WALK SEE DETAILD-24ARNHEM WAY- A & B1R-3ARNHEM WAY- B & C2R-3R-4SEE SD-5 FOR STORM DRAIN/SITE GRADING DETAILSRECORD DRAWINGLOT 11LOT 12LOT 13LOT 36LOT 37LOT 38OPENSPACEOPENSPACEOPENSPACESTA 2+48.6 PT45.63TBC 15.00' RTSTA 3+13.7 PT44.89TBC 15.00' RTSTA 3+24.344.77TBC 15.00' RT STA 3+24.344.71TBC 9.00' LTSTA 1+02.5 PT45.58TBC 9.00' LTSTA 1+00.2 PT45.66TBC 15.00' RTSTA 2+82.944.97FLSTA 2+82.445.19TBC 9.00' LTSTA 3+13.744.83TBC 9.00' LTSTA 2+48.645.57TBC 9.00' LTR21'R20'STA 3+24.344.50FL 1.50' RT LOT 2LOT 3LOT 4LOT 5LOT 6LOT 20LOT 21OPENSPACEOPENSPACESTA 1+70.7 47.95FL STA 4+73.3 PT48.65TBC 9.00' LTSTA 4+69 .3 PT48.83TBC 15 .00 ' RTSTA 1+35 .8 PT49.01TBC 15 .00 ' LTSTA 1+35 .848.95TBC 9 .00 ' RTSTA 2+03 .547.75TBC 9 .00 ' RTSTA 2+03.5 PT47.71TBC 10.00' LTSTA 1+70 .748.16TBC 9 .00 ' RTSTA 2+ 50 . 1 46 .95FLSTA 2+50 . 1 47. 16TBC 9 .00 ' RTSTA 2+50.147.22TBC 15.00' LTR21'R20' COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\007\ACAD\SHEETS\RECORD DRAWINGS\TRAIL GRADING SHEETS.DWG PLOTTED BY:COOPER KRAUSE ON Jul/26/20172017REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 3ROAD IMPROVEMENTSBOZEMANMONTANATRAIL GRADING DETAILS5352.00727D-5CPKCPKJRN11/2016BJH11/03/20161UPDATED LOTS 13 AND 14CPK01/30/2017JAMES R. NICKELSON906307/2017020204010HORIZ. SCALEIN FEETOPEN SPACE ASPHALT TRAIL1-5' WIDE OPEN SPACE SIDEWALK2-5' WIDE ARNHEM WAY OPEN SPACE CONCRETE SIDEWALK3-LOT 46LOT 45LOT 44OPEN SPACELOT 43WESTMORLAND DRIVEWESTMORLAND DRIVEWESTGATE AVECONCRETE SIDEWALKSEE DETAIL 2, THIS SHEETNOTES:1.4" THICK CONCRETE ON COMPACTED SUBGRADE.2.CROSS SLOPE 2% TO NORTHNOTES:1.4" THICK CONCRETE ON COMPACTED SUBGRADE.2.CROSS SLOPE 2% TO WEST10FT WIDE ASPHALT TRAILPROPERTY LINE AND GRADING EXTENTSSTA 6+45.9 LP 43.551%2.75%RECORD DRAWING1 1 +0 04748.71'4748.83'4747.53'4747.59'4749.41'LOT 39LOT 40LOT 41LOT 42LOT 43LOT 46LOT 47OPENSPACEOPENSPACEOPENSPACEOPENSPACE1+002+003+004+005+006+00STA 0+50.051.22CLSTA 0+81.150.94CLSTA 1+30.250.45CLSTA 1+51.550.24CLSTA 2+09.550.24CLSTA 2+30.349.92CL STA 2+59.6 49.47CL STA 3+23.6 48.49CL STA 4+12.8 47.12CL STA 5+22.1 45.45CL STA 6+34.8 43.72CL4748.71'4748.83'4744.25'4744.18'LOT 9LOT 10LOT 11LOT 13LOT 14LOT 15LOT 16LOT 17OPENSPACEOPENSPACEOPENSPACEOPENSPACE4747.55'4747.57'4747.12'4746.60'4746.40'4746.45'4746.35'4746.39'4743.06'4743.08'4744.08'4743.98'4745.11'4745.21'4745.81'4745.71'4746.43'4746.53'