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Lakes @ Valley West Subdivision Ph 1 & 2
N:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\COVER- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON 7/12/2016DILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECT LOCATIONTHE LAKES AT VALLEY WEST SUBDIVISION-PHASES 1 AND 2BOZEMAN, MTCONSTRUCTION DRAWINGS FORPREPARED BY:©COPYRIGHT MORRISON-MAIERLE, INC., 20162880 Technology Blvd. West, Bozeman, MT 59718Phone: (406) 587-0721 Fax: (406) 922-6702LOCATION MAPVICINITY MAPNO SCALENO SCALEPROJECTLOCATIONSET NO.MMI PROJECT NO. 5352.004APPROVED BY:CLIENT: JAMES R. NICKELSON, P.E.Project 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.Project Principa l Peer ReviewerDiscipline Head or Office ManagerProject ManagerQUALITY ASSURANCEProject NumberOffice Manager Approval DateQuality Assurance NumberBOZEMANHUFFINE LANECOTTONWOOD RD DURSTON RD19TH AVE MAIN STTHE LAKES AT VALLEY WEST, BOZEMAN, LLCJack R. SchunkeJames Nickelson 5352.004Kevin JacobsenJacK Schunke5352.002-088.000318SHEETTITLECOVER*COVER SHEETGENERAL SHEETSG-1GENERAL NOTES, LEGEND, ABREVIATIONSG-2SURVEY CONTROL SHEETROAD PLAN AND PROFILE SHEETSR-1WESTGATE AVENUE 10+00 TO ENDR-2*WESTMORLAND DRIVE 0+00 TO 15+00R-3*WESTMORLAND DRIVE 15+00 TO ENDR-4LAUREL PARKWAY 0+00 TO ENDR-5*WOONERF A 0+00 TO END & WOONERF B 0+00 TO ENDR-6*WOONERF C 0+00 TO END & WOONERF D 0+00 TO ENDR-7*WOONERF E 0+00 TO ENDSANITARY SEWER PLAN AND PROFILE SHEETSSS-1WESTGATE AVENUE 10+00 TO ENDSS-2WESTMORLAND DRIVE 0+00 TO 15+00SS-3*WESTMORLAND DRIVE 15+00 TO ENDSS-4WOONERF A 0+00 TO END & WOONERF B 0+00 TO ENDSS-5WOONERF C 0+00 TO END & WOONERF D 0+00 TO ENDSS-6*WOONERF E 0+00 TO ENDWATER PLAN AND PROFILE SHEETSW-1WESTMORLAND DRIVE 0+00 TO 15+00W-2WESTMORLAND DRIVE 15+00 TO ENDW-3LAUREL PARKWAY 0+00 TO ENDW-4WOONERF A 0+00 TO END & WOONERF B 0+00 TO ENDW-5WOONERF C 0+00 TO END & WOONERF D 0+00 TO ENDW-6*WOONERF E 0+00 TO END & WESTGATE 13+00 TO ENDSTORM DRAIN PLAN AND PROFILE SHEETSSD-1*STORM DRAIN 0+00 TO 12+00SD-2*STORM DRAIN 12+00 TO ENDSD-3STORM DRAIN DETAILSSD-4*STORM DRAIN DETAILS (ADDITIONAL SHEET)ELECTRICAL SHEETSE-1 SYMBOL LEGEND AND ABBREVIATIONE-2 ELECTRICAL DETAILSE-3 ELECTRICAL DETAILSE-4* PHASE 1 AND 2 LIGHTIN PLANE-5 LAUREL PARKWAY LIGHTING PLANDETAIL SHEETSD-1DETAILSD-2DETAILSD-3INTERSECTION DETAILSD-4INTERSECTION DETAILSD-5INTERSECTION DETAILSD-6OPEN SPACE SIDEWALK DETAILSD-7OPEN SPACE SIDEWALK DETAILSD-8ROAD SECTION DETAILSD-9ROAD SECTION DETAILSD-10GRADING PLAN OVERVIEWD-11GRADING PLAN DETAILD-12GRADING PLAN DETAILD-13LAUREL SIGN AND STRIPE PLAN*REVISION NO. 1: CONSTRUCTION EDITS 08/20/2015 ///WSSSSNGXXOOHPE6SE4SE10SE12SU2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\G-1- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004G-1BOZEMANMONTANADSKDJKDJ06/2015STANDARD ABBREVIATIONS, GENERAL NOTES,LEGENDTHE LAKES AT VALLEY WEST SUBDIVISION - PHASES 1 AND 2RECORD DRAWING SD SD 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702010010020050HORIZ. SCALEIN FEETSURVEY CONTROLTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 1 AND 2SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SURVEY CONTROL- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Aug/09/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-G-2BOZEMANMONTANACPKCPKJRN06/2015SURVEY CONTROL POINTSPNT NORTHING EASTING ELEVATION DESC.223526424.182 1554743.773 4758.25 AC224527737.549 1554770.6874743.32 AC225527711.8701556229.789 4748.60 AC251527700.276 1556944.2604747.04YPC253527087.020 1556917.460 4751.46YPCNOTE: COORDINATES ARE MONTANA STATE PLANE COORDINATES,SINGLE ZONE, NAD83, REFERENCED TO C.O.R.S. STATION 'MTSU'.VERTICAL DATUM IS CITY OF BOZEMAN [NAVD-19.4' (±)]DURSTON ROADLAUREL PARKWAY WESTMORLAND DRIVEPHASE 2PHASE 1RECORD DRAWINGCONTROL POINTS WERE WIPED OUT DURING CONSTRUCTION. (A.B.)VERMEER LANE (A.B.)DELFT WAY (A.B.)FIRE HYDRANT ARROW BOLT4755.13 (A.B.)FIRE HYDRANTARROW BOLT4752.47 (A.B.)FIRE HYDRANT ARROW BOLT4753.36 (A.B.)FIRE HYDRANTARROW BOLT4755.02 (A.B.)FIRE HYDRANTARROW BOLT4754.54 (A.B.) 47254730473547404745475047554725473047354740474547504755FG-4751.37EG-4751.20FG-4751.06EG-4750.389+50FG-4750.68 EG-4749.92 FG-4750.22 EG-4747.2910+00FG-4749.72 EG-4746.86 FG-4749.22 EG-4746.6510+50FG-4748.72 EG-4746.27 FG-4748.22 EG-4746.0511+00FG-4747.72 EG-4746.18 FG-4747.22 EG-4745.7411+50FG-4746.72 EG-4745.08 FG-4746.22 EG-4746.2112+00FG-4745.72 EG-4746.09 FG-4745.22 EG-4742.1412+50FG-4744.72 EG-4742.07 FG-4744.22 EG-4742.0513+00FG-4743.72 EG-4745.48 FG-4743.22 EG-4746.5413+50FG-4742.72 EG-4744.51 FG-4742.22 EG-4744.7114+00FG-4741.76 EG-4743.91 FG-4741.80 EG-4744.1914+50FG-4742.43 EG-4743.06 FG-4742.84 EG-4742.9815+00FG- EG-4742.32 STA 14+93 CENTERLINE DURSTON PVI STA: 14+40.79PVI ELEV: 4741.40K: 10.00LVC: 50.00LP STA: 14+35.7906LP ELEV: 4741.7000BVCS: 14+15.79 BVCE: 4741.90 EVCS: 14+65.79 EVCE: 4742.15 PVI STA: 9+50.79PVI ELEV: 4751.20K: 83.33LVC: 100.00HP STA: 9+00.7906HP ELEV: 4751.6000BVCS: 9+00.79BVCE: 4751.60 EVCS: 10+00.79 EVCE: 4750.20 3.00%-2.00%-2.00%-1.79%STA: 14+92.94 ELEV= 4742.96 STA: 10+15.18ELEV= 4749.91STA: 15+13.64 ELEV= 4742.593.00%-2.00%-2.00%-1.79%STA 10+15 CENTERLINE WESTMORLAND N.I.C.GRAVEL ACCESS ROADSTA 10+08 BEGIN GRAVEL ACCESS ROAD 8S8S 8S 8S 8 S 8 S 8S8S8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S S S S SWWWWWW WWWWWWWWWWWWWWWWWWWBOWWWWWWWWWWWWWWWWWWWWSDSDSDSDWESTGATE AVENUEWESTMORLAND DRIVEDURSTON ROAD 12FT WIDE ALL-WEATHERGRAVEL ACCESS ROAD FORSEWER MAINTENANCE.SEE DETAIL8+00 9+0010+0011+0012+00 13+00 14+00 15+00 16+00SDSDSDSD NGNGNGNGNGNGNGNGFUTURE PHASE (N.I.C.)2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\R-1 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-1BOZEMANMONTANACPKCPKKDJ06/2015WESTGATE AVENUE9+00 TO ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTS0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETWESTGATE AVENUETEMPORARY 12FT WIDE ALL-WEATHERGRAVEL ACCESS ROADEXISTING ELEV. AT CLFINISHED ELEV. AT CL EXISTING GROUNDALL-WEATHERGRAVELSEE SHEET R-2 D-93D-93RECORD DRAWINGNEW SEWER MAIN WAS SHIFTED 2.16' WEST TOBETTER MATCH EXISTING SEWER ALIGNMENT (SEESHEET SS-1). THE APPROACH AT DURSTON WASADJUSTED ACCORDINGLY TO KEEP THE SEWERALIGNED WITH THE CENTERLINE OF THE ROAD. (A.B.) 3780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 215250 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 364500 sq.ft.LOT 344364 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 284000 sq.ft.LOT 274500 sq.ft.LOT 354086 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 334363 sq.ft.LOT 314362 sq.ft.8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8SS SSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDSDSD12FT WIDE ALL-WEATHERGRAVEL ACCESS ROAD FORSEWER MAINTENANCE.SEE DETAILTEMPORARY GRAVEL CUL-DE-SAC0+001+002+003+00 4+005+00 6+007+008+009+0010+0011+0012+0013+0014+0015+0016+00UUUUUUUUUUSDSDSDWESTMORLAND DRIVEWESTGATE AVENUELAUREL PARKWAYBEGIN FULL ROAD SECTIONSTA 9+77WOONERF BWOONERF AFUTURE PHASE (N.I.C.) DEAD-END BARRICADEC.O.B. STD DWG 09810-2STA 10+98STA 0+00STA 13+65STA 0+00NG NG NG NG NG NG NG NG NG NGHHHHHH6" PVC IRR. CONDUITSEE DETAILPHASE 2PHASE 1SUBDIVISION BOUNDARYD-93FUTURE PHASESPHASE 2D-145'5'60'3 - 6" A-2000 UTILITYCONDUITSSEE DETAILD-154735474047454750475547604765477047354740474547504755476047654770-0.80%-0.84%-1.80%-0.80%-0.50%0.50%-0.50%0.50%1.25%1.25%3.00%-3.00%0.54%1.70%FG-4750.42EG-FG-4750.85EG-0+50FG-4751.28EG-4746.20FG-4751.54EG-4748.101+00FG-4751.50EG-4751.01FG-4751.30EG-4748.511+50FG-4751.10EG-4748.31FG-4750.90EG-4748.382+00FG-4750.70EG-4748.45FG-4750.50EG-4748.162+50FG-4750.29EG-4747.91FG-4750.08EG-4747.633+00FG-4749.87EG-4747.26FG-4749.66EG-4747.073+50FG-4749.78EG-4746.91FG-4749.68EG-4747.154+00FG-4749.82EG-4746.72FG-4749.95EG-4746.814+50FG-4750.09EG-4746.79FG-4750.22EG-4747.165+00FG-4750.36EG-4746.08FG-4750.50EG-4745.495+50FG-4750.62EG-4745.97FG-4750.75EG-4747.776+00FG-4750.68EG-4748.16FG-4750.56EG-4749.286+50FG-4750.43EG-4750.15FG-4750.31EG-4750.647+00FG-4750.18EG-4750.94FG-4750.06EG-4751.277+50FG-4749.95EG-4751.54FG-4749.97EG-4751.788+00FG-4750.14EG-4751.80FG-4750.43EG-4751.828+50FG-4750.74EG-4751.97FG-4751.06EG-4752.349+00FG-4751.37EG-4752.50FG-4751.68EG-4752.659+50FG-4751.99EG-4752.78FG-4752.31EG-4753.0110+00FG-4752.58EG-4753.22FG-4752.71EG-4753.4610+50FG-4752.83EG-4753.50FG-4752.96EG-4753.6411+00FG-4753.08EG-4753.74FG-4753.21EG-4754.0011+50FG-4753.33EG-4753.09FG-4753.46EG-4752.3312+00FG-4753.58EG-4752.04FG-4753.71EG-4752.1112+50FG-4753.83EG-4752.24FG-4753.96EG-4752.3913+00FG-4754.08EG-4752.59FG-4754.09EG-4752.6313+50FG-4753.97EG-4752.59FG-4753.77EG-4752.6414+00FG-4753.57EG-4752.61FG-4753.37EG-4752.7014+50FG-4752.92EG-4752.85FG-4752.47EG-4752.8415+00-0.80%-0.84%-1.80%-0.80%-0.50%0.50%-0.50%0.50%1.25%1.25%3.00%-3.00%0.54%1.70%STA=-0+00.00ELEV=4750.00STA=2+52.21ELEV=4750.48STA=3+59.70ELEV=4749.58STA=3+81.70ELEV=4749.58STA=5+50.00ELEV=4750.50STA=6+06.00ELEV=4750.78STA=9+95.45ELEV=4752.25STA=10+19.93ELEV=4752.56STA=13+38.88ELEV=4754.15STA=13+75.00ELEV=4753.97STA=14+50.00ELEV=4753.37PVI STA: 1+00.00PVI ELEV: 4751.70K: 20.00LVC: 50.00HP STA: 1+09.0000HP ELEV: 4751.5640BVCS: 0+75.00BVCE: 4751.28EVCS: 1+25.00EVCE: 4751.50PVI STA: 8+00.00PVI ELEV: 4749.81K: 44.00LVC: 77.00LP STA: 7+83.5000LP ELEV: 4749.9440BVCS: 7+61.50BVCE: 4750.00EVCS: 8+38.50EVCE: 4750.29STA 9+77FULL ROAD SECTIONSTA 10+98CENTERLINE WOONERF ASTA 13+65CENTERLINE WOONERF BSTA 3+68BEGIN GRAVEL ACCESS ROADN.I.C.GRAVEL ACCESS ROADPAVED ROAD2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\R-2 R-3- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Aug/02/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-2BOZEMANMONTANACPKCPKKDJ06/20151 CONSTRUCTION EDITS07/08/2015 CPK0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETWESTMORLAND DRIVE0+00 - 15+00THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSWESTMORLAND DRIVEEXISTING ELEV. AT CLASPHALT ELEV. AT CLMATCH LINESEE SHEET R-3WESTMORLAND/ WOONERF AINTERSECTIONSEE DETAILSEE SHEET R-1EXISTING GROUNDASPHALTWESTMORLAND DRWESTMORLAND DRSTOPN LAUREL PKWYN LAUREL PKWYWESTMORLAND/ WOONERF BINTERSECTIONSEE DETAILWESTMORLANDPEDESTRIAN CROSSINGSEE DETAILWESTMORLAND/ LAURELINTERSECTIONSEE DETAILW11-2W16-7pW16-7pW11-2R7-1RR7-1RR7-1LD-53D-321D-3D-33D-93D-91NOTE:1. ALL WOONERF STREET NAME SIGNS TO BE BLUE.ALL OTHERS WILL BE GREEN.EG LABEL CHANGED TO CORRECT PROFILECPK 07/08/2015RECORD DRAWINGADDED STREET SIGN (A.B.)2- 6", 1- 12" (A.B.)DECORATIVE CONCRETENOT INSTALLED (A.B.) LOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.S89°46'59"W 133.96LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDSD15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00UUUUUUUUUUUULAUREL PARKWAYWOONERF CPHASE 1WOONERF DSTA 15+34STA 0+00STA 17+00STA 0+00STA 25+42STA 25+00STA 20+54STA 0+00NG NG NGNGNG NG NG NG NG NG NG NG NG NGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGDURSTON ROADHHHHHHHHWESTMORLAND DRIVESUBDIVISION BOUNDARYPHASE 2PHASE 16" PVC IRR. CONDUIT6 LFSEE DETAILD-146'5'3 - 12" A-2000 UTILITYCONDUITSSEE DETAILD-1547404745475047554760476547704740474547504755476047654770FG-4752.47EG-4752.8415+00FG-4752.82EG-4753.12FG-4752.62EG-4753.3515+50FG-4752.59EG-4753.36FG-4753.04EG-4753.3416+00FG-4753.30EG-4753.18FG-4753.50EG-4753.2816+50FG-4753.64EG-4753.17FG-4753.71EG-4752.9417+00FG-4753.71EG-4752.94FG-4753.65EG-4752.7817+50FG-4753.53EG-4752.55FG-4753.40EG-4752.3418+00FG-4753.28EG-4752.25FG-4753.15EG-4751.9318+50FG-4753.03EG-4751.73FG-4752.90EG-4751.5419+00FG-4752.78EG-4751.41FG-4752.65EG-4751.2119+50FG-4752.53EG-4751.14FG-4752.33EG-4751.1720+00FG-4752.01EG-4751.08FG-4751.70EG-4751.0820+50FG-4751.50EG-4751.06FG-4751.33EG-4750.8221+00FG-4751.15EG-4750.55FG-4750.98EG-4750.5021+50FG-4750.80EG-4750.75FG-4750.63EG-4750.2922+00FG-4750.45EG-4750.01FG-4750.28EG-4749.9722+50FG-4750.10EG-4749.80FG-4749.93EG-4749.6823+00FG-4749.75EG-4749.64FG-4749.58EG-4749.6123+50FG-4749.34EG-4749.39FG-4749.11EG-4749.1124+00FG-4748.87EG-4748.72FG-4748.64EG-4748.2124+50FG-4748.50EG-4747.70FG-4748.60EG-4747.7825+00FG-4748.95EG-4747.98FG-EG-4749.4825+50FG-EG-FG-EG-26+00-0.94%0.00%1.80%0.03%1.98%2.13%-0.50%-1.25%-0.70%3.00%-3.00%0.80%STA=15+04.73ELEV=4752.39STA=16+06.00ELEV=4753.15STA=25+37.00ELEV=4749.19STA=25+45.00ELEV=4749.36STA=19+89.70ELEV=4752.46STA=20+54.00ELEV=4751.65STA=23+50.00ELEV=4749.58STA=15+34.24ELEV=4753.09STA=15+57.70ELEV=4752.39PVI STA: 17+00.00PVI ELEV: 4753.90K: 93.10LVC: 121.03HP STA: 17+13.9653HP ELEV: 4753.7180BVCS: 16+39.48BVCE: 4753.42EVCS: 17+60.52EVCE: 4753.60PVI STA: 24+90.00PVI ELEV: 4748.26K: 25.63LVC: 75.00LP STA: 24+76.6948LP ELEV: 4748.4981BVCS: 24+52.50BVCE: 4748.61EVCS: 25+27.50EVCE: 4749.00STA 15+34CENTERLINE LAUREL PARKWAYSTA 17+00CENTERLINE WOONERF CSTA 20+54CENTERLINE WOONERF ESTA 25+45CENTERLINE DURSTON2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\R-2 R-3- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-3BOZEMANMONTANACPKCPKKDJ06/20151 CONSTRUCTION EDITS07/08/2015 CPK0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETWESTMORLAND/ DURSTONINTERSECTIONSEE DETAILEXISTING ELEV. AT CLASPHALT ELEV. AT CLMATCH LINESEE SHEET R-2WESTMORLAND DRIVE15+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSWESTMORLAND DRIVE31' TBC-TBCWESTMORLAND DRWESTMORLAND DRDURSTON RDDURSTON RDSTOPEXISTING GROUNDASPHALTWESTMORLAND DRWESTMORLAND DRSTOPN LAUREL PKWYN LAUREL PKWY WESTMORLAND/ LAURELINTERSECTIONSEE DETAIL24" WHITE STOP BAR SHALL BE INLAIDTHERMOPLASTIC OR PRE-FORMEDPLASTIC TAPER7-1LR7-1LR7-1LR7-1RR7-1RR7-1RR7-1RR7-1RR7-1RR7-1LR7-1LR7-1LD-33WESTMORLAND/ WOONERF EINTERSECTIONSEE DETAILD-41D-42WESTMORLAND/WOONERF CINTERSECTIONSEE DETAILD-34PARK SIDEWALKD-73D-91IRRIGATION CONDUITSEE DETAILD-141KEY NOTES1111NOTE:1. ALL WOONERF STREET NAME SIGNS TO BE BLUE.ALL OTHERS WILL BE GREEN.EG LABEL CHANGED TO CORRECT PROFILECPK 07/08/2015RECORD DRAWING 8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S SSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W SDSDSDSDSD SD SDLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 364500 sq.ft.LOT 344364 sq.ft.LOT 354086 sq.ft.LOT 95463 sq.ft.N0°58'16"E 30.00N0°58'16"E 30.0030.50'LAUREL PARKWAYWESTMORLAND DRIVEWOONERF EDURSTON ROADSTA 2+90STA 0+00STA 10+29STA 15+34STA 14+51STA 18+37NGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBT BT BT BT BTBTBTBTBTBTVBTVNGNG 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00UUU UUU DEAD-END BARRICADEC.O.B. STD DWG 09810-2STA 3+25END FULL ROAD SECTIONVAUGHN DRIVE38.5 LF6" PVC IRR. CONDUITSEE DETAILSEE LAUREL PARKWAY SIGNINGAND STRIPING PLAN SHEET D-1327.0 LF6" PVC IRR. CONDUITSEE DETAILSUBDIVISION BOUNDARYPHASE 2PHASE 1FUTURE PHASEPHASE 2FUTURE PHASEPHASE 1D-14D-14STA 14+74 94LF3 - 12" A-2000 UTILITYCONDUITSSEE DETAILD-155'5'47354740474547504755476047654770477547804735474047454750475547604765477047754780FG-4762.88EG-4762.66FG-4762.52EG-4763.290+50FG-4762.15EG-4763.46FG-4761.79EG-4762.871+00FG-4761.42EG-4761.98FG-4761.06EG-4761.281+50FG-4760.70EG-4760.84FG-4760.33EG-4760.462+00FG-4759.97EG-4760.03FG-4759.60EG-4759.992+50FG-4759.24EG-4759.65FG-4758.87EG-4759.513+00FG-4758.51EG-4759.27FG-4758.15EG-4758.923+50FG-4757.81EG-4758.54FG-4757.53EG-4757.124+00FG-4757.30EG-4756.87FG-4757.12EG-4756.724+50FG-4756.97EG-4756.61FG-4756.82EG-4756.365+00FG-4756.67EG-4756.22FG-4756.52EG-4756.055+50FG-4756.37EG-4755.97FG-4756.22EG-4755.846+00FG-4756.07EG-4755.64FG-4755.92EG-4755.546+50FG-4755.77EG-4755.42FG-4755.62EG-4755.397+00FG-4755.47EG-4755.34FG-4755.32EG-4755.277+50FG-4755.17EG-4755.24FG-4755.02EG-4755.048+00FG-4754.87EG-4754.72FG-4754.71EG-4754.368+50FG-4754.56EG-4754.11FG-4754.41EG-4753.959+00FG-4754.26EG-4753.89FG-4754.11EG-4753.899+50FG-4753.91EG-4753.74FG-4753.54EG-4753.6910+00FG-4753.16EG-4753.28FG-4752.78EG-4753.0210+50FG-4752.41EG-4752.72FG-4752.04EG-4752.0911+00FG-4751.66EG-4751.24FG-4751.28EG-4751.0111+50FG-4750.91EG-4750.81FG-4750.54EG-4750.4812+00FG-4750.16EG-4749.98FG-4749.78EG-4749.4612+50FG-4749.41EG-4749.26FG-4749.04EG-4748.9413+00FG-4748.66EG-4748.42FG-4748.12EG-4748.0713+50FG-4747.58EG-4748.09FG-4747.34EG-4748.7214+00FG-4747.72EG-4747.75FG-4748.39EG-4748.3714+50FG-EG-4747.90FG-EG-4747.7815+00-2.16%2.71%-0.60%-1.50%-1.46%-30.93%-1.64%STA=0+00.00ELEV=4763.24STA=9+69.00ELEV=4754.00STA=13+25.00ELEV=4748.66STA=14+51.00ELEV=4748.42STA=14+73.56ELEV=4748.00PVI STA: 4+00.00PVI ELEV: 4757.42K: 116.90LVC: 100.00LP STA: 4+50.0000LP ELEV: 4757.1183BVCS: 3+50.00BVCE: 4758.15EVCS: 4+50.00EVCE: 4757.12PVI STA: 14+00.00PVI ELEV: 4747.04K: 10.26LVC: 50.00LP STA: 13+97.1926LP ELEV: 4747.3386BVCS: 13+75.00BVCE: 4747.58EVCS: 14+25.00EVCE: 4747.72STA 2+90CENTERLINE VAUGN DRIVESTA 10+29CENTERLINE WESTMORLANDSTA 14+51CENTERLINE DURSTON RDN.I.C. GRAVELPAVED ROAD W/5FT WIDE SIDEWALKPAVED ROAD NO SIDEWALK2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702LAUREL PARKWAY0+00 - 14+51THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\R-4- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-4BOZEMANMONTANACPKCPKKDJ06/2015EXISTING ELEV. AT CLASPHALT ELEV. AT CL0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETLAUREL PARKWAY62' TBC-TBCEXISTING GROUNDASPHALTLAUREL/ VAUGN DRIVEINTERSECTIONSEE DETAILLAUREL/ WESTMORLANDINTERSECTIONSEE DETAILTEMPORARY GRAVELCUL-DE-SACD-54D-33LAUREL/ DURSTONINTERSECTIONSEE DETAILD-43D-82RECORD DRAWINGCURB INSTALLED STRAIGHT TO STA 3+25 TOALLOW FOR FLEXIBILITY IN FUTUREINTERSECTION LOCATION. (A.B.) WOONERF A8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S 8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWW W W W W W W WWWWWBO WWWWWWWWW WOONERF BWEST M ORLAND DRIVELOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.5250 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 334363 sq.ft.30.00'30.50'LOT 314362 sq.ft.-0+500+001+00 2+00 3+004+005+005+14UUUUUUUUUSTA 0+00STA 10+98STA 3+97STA 2+48DURSTON ROADHH HHLAUREL PARKWAY32'32'SDSDSDSDSDSDSDSDSD47354740474547504755476047654735474047454750475547604765PVI STA: 1+52.40PVI ELEV: 4753.87K: 39.96LVC: 100.00HP STA: 1+42.3591HP ELEV: 4753.5710BVCS: 1+02.40BVCE: 4753.37EVCS: 2+02.40EVCE: 4753.12-3.00%-1.50%-2.00%2.00%2.00%3.00%0.00%1.00%FG-EG-4752.85FG-4752.95EG-4753.650+00FG-4752.60EG-4753.66FG-4752.85EG-4753.500+50FG-4753.10EG-4753.27FG-4753.35EG-4752.951+00FG-4753.53EG-4752.55FG-4753.56EG-4752.291+50FG-4753.44EG-4752.42FG-4753.16EG-4754.372+00FG-4752.78EG-4756.00FG-4752.40EG-4755.932+50FG-4752.03EG-4755.67FG-4751.65EG-4755.253+00FG-4751.28EG-4754.93FG-4750.90EG-4754.593+50FG-4750.53EG-4754.11FG-4750.21EG-4753.764+00FG-EG-4753.28FG-EG-4752.614+50FG-EG-4752.08FG-EG-4750.535+00STA=-0+13.50ELEV=4752.54STA=0+13.50ELEV=4752.54STA=3+81.17ELEV=4750.43STA=3+96.17ELEV=4750.13STA=4+14.00ELEV=4750.49STA 0+00CENTERLINE WESTMOLANDSTA 3+97CENTERLINE WOONERF B47354740474547504755476047654735474047454750475547604765FG-EG-4753.11FG-4754.02EG-4752.58-0+00FG-4753.44EG-4753.45FG-4753.07EG-4754.840+50FG-4752.69EG-4754.92FG-4752.32EG-4754.621+00FG-4751.94EG-4754.32FG-4751.57EG-4753.931+50FG-4751.19EG-4753.58FG-4750.82EG-4753.212+00FG-4750.44EG-4752.82FG-4750.07EG-4754.862+50FG-4749.69EG-4756.14FG-4749.32EG-4754.773+00FG-4748.94EG-4753.46FG-4748.24EG-4752.973+50FG-4747.58EG-4747.90FG-4747.08EG-4745.934+00FG-EG-4747.50FG-EG-4747.774+50-3.00%3.00%3.33%1.41%-1.50%-2.93%-2.00%-18.75%STA=-0+13.50ELEV=4753.61STA=0+13.50ELEV=4753.61STA=4+08.76ELEV=4747.37STA=4+16.76ELEV=4747.48STA=3+27.50ELEV=4748.90STA=3+67.70ELEV=4747.72STA=3+91.73ELEV=4747.24STA 2+48CENTERLINE WOONERF ASTA -0+00CENTERLINE WESTMORLANDWOONERF A8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8SWWWWWWWWWWW WWWWWWWWWWWWWW W W W W W W W W W W W WWWWWWWWWWWOONERF BWESTMO R L A N D D R I V E LOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.30.50'LOT 31-0+500+001+002+003+004+005+00U U U U U U U U U U STA 0+00STA 13+65STA 2+48STA 3+97ACCESS ROADPER DETAILDURSTON ROAD HH DEAD END BARRICADE PERCOB STD. DET. NO. 09810-2LAUREL PARKWAY32'32'D-22SDSDSDSDSDSDSDSDSD 2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\R-5- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-5BOZEMANMONTANACPKCPKKDJ06/20151 CONCTRUCTION EDITS07/08/2015 CPKWOONERF A & WOONERF B0+00 - END & 0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSWOONERF A17' ASPHALTEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTING ELEV. AT CLASPHALT ELEV. AT CLWESTMORLAND DRWESTMORLAND DRWOONERF BWOONERF BSTOP0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETWOONERF B17' ASPHALTEXISTING GROUNDASPHALTEXISTING GROUNDASPHALTWESTMORLAND/ WOONERF AINTERSECTIONSEE DETAILWOONERF A/ WOONERF BINTERSECTIONSEE DETAILWOONERF A/ WOONERF BINTERSECTIONSEE DETAILWESTMOLAND/ WOONERF BINTERSECTIONSEE DETAILWES T M O RLA N D DRWESTMORLAND DRWOONERF AW O O N E R F ASTOPWOONERF BWO O N E R F B WOONERF AWOONERF A39 LF6" PVC IRR. CONDUITSEE DETAILD-32D-44D-14D-31D-44STA 2+73 30 LF3- 6" A-2000 UTILITY CONDUITSSEE DETAILD-15STA 2+73 30LF3- 12" A-2000 UTILITYCONDUITSSEE DETAILD-15IRRIGATION CONDUITSEE DETAILD-142R7-11111KEY NOTES3PARKING AREA24' X 6' ASPHALTCENTERED ON LOT LINE3333333OPEN SPACE ED-72OPEN SPACE ED-7211D-92D-92NOTE:1. ALL WOONERF STREET NAMESIGNS TO BE BLUE. ALLOTHERS WILL BE GREEN.ACCESS ROADSTA 2+93.47 TO 3+32.97RECORD DRAWINGSIDEWALK ALIGNMENT ADJUSTEDDUE TO CHANGE IN STORM DRAININLET LOCATION. (A.B.)STREET SIGNS NOTINSTALLED (A.B.)VERMEER LANE (A.B.)VERMEER LANE (A.B.) 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8SWOONERF CWWWWWWWWW W W W W W W W W W W W W W W W W WLOT 186000 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.56.63'SD SD WESTMORLAND DRWESTMORLAND DRWOONERF CWOONERF CSTOPDURSTON ROAD0+001+002+003+004+005+00U U U U U U U HH HH HHSTA 0+36 30LF3 - 12" A-2000 UTILITYCONDUITSSEE DETAILD-15STA 2+91 30LF3 - 12" A-2000 UTILITYCONDUITSSEE DETAILD-1547354740474547504755476047654735474047454750475547604765FG-EG-4752.66FG-4753.71EG-4752.940+00FG-4753.28EG-4752.81FG-4753.03EG-4752.950+50FG-4752.78EG-4752.62FG-4752.53EG-4752.341+00FG-4752.28EG-4752.10FG-4752.03EG-4751.831+50FG-4751.78EG-4752.01FG-4751.53EG-4751.652+00FG-4751.28EG-4751.15FG-4751.03EG-4751.022+50FG-4750.78EG-4750.13FG-4750.55EG-4749.593+00FG-4750.36EG-4749.38FG-4750.16EG-4748.643+50FG-4749.94EG-4746.32FG-4749.17EG-4747.314+00FG-EG-4749.62FG-EG-4+50FG-EG-FG-EG-5+00-3.00%3.00%-18.78%3.13%-1.00%0.45%-0.78%-2.00%STA=-0+09.00ELEV=4753.44STA=0+09.00ELEV=4753.44STA=4+13.80ELEV=4749.60STA=2+90.50ELEV=4750.62STA=4+21.81ELEV=4749.64STA=3+72.80ELEV=4749.98STA=3+96.80ELEV=4749.51STA 0+00CENTERLINE WESTMORLANDSTA 2+51CENTERLINE WOONERF D47354740474547504755476047654735474047454750475547604765FG-EG-4749.22FG-EG-4749.570+50FG-EG-4750.51FG-4751.16EG-4750.881+00FG-4751.15EG-4750.86FG-4751.34EG-4750.831+50FG-4751.52EG-4750.76FG-4751.71EG-4750.992+00FG-4751.90EG-4750.90FG-4752.09EG-4750.762+50FG-4752.27EG-4750.49FG-4752.46EG-4750.303+00FG-4752.65EG-4750.33FG-4752.84EG-4750.463+50FG-4753.02EG-4750.51FG-4753.21EG-4750.484+00FG-4753.40EG-4750.38FG-4753.59EG-4750.204+50FG-EG-4750.23FG-EG-4750.205+00FG-EG-4750.09FG-EG-4749.765+50-2.00%-2.00%-2.00%1.00%0.75%2.00%STA=0+91.00ELEV=4751.34STA=1+07.00ELEV=4751.02STA=4+53.85ELEV=4753.61STA=4+71.00ELEV=4753.96STA=0+91.00ELEV=4751.34STA=1+07.00ELEV=4751.02STA=4+53.85ELEV=4753.61STA=4+71.00ELEV=4753.96STA 1+07CENTERLINE WOONERF CSTA 4+55CENTERLINE WOONERF E8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SS S S S S S S S ML - (4)WOONERF CWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW5+14LOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.55.00'56.63'30.50'LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.SDSDWOONERF EDURSTON ROADLAUREL PARKWAYSTA 1+07STA 2+51STA 4+55STA 2+470+001+002+003+004+005+005+625+14UUUUUUUUUUUHHHHHHHH2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\R-6- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-6BOZEMANMONTANACPKCPKKDJ06/20161 CONSTRUCTION EDITS07/08/2015 CPKWOONERF C & WOONERF D0+00 - END & 0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSEXISTING ELEV. AT CLASPHALT ELEV. AT CLWOONERF DWESTMORLAND DRIVEWOONERF C17' ASPHALTEXISTING ELEV. AT CLASPHALT ELEV. AT CLWOONERF DWOONERF DWOONERF E WOONERF E0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING GROUNDASPHALTEXISTING GROUNDASPHALTWESTMORLAND/ WOONERF CINTERSECTIONSEE DETAILWOONERF C/ WOONERF DINTERSECTIONSEE DETAILWOONERF C/ WOONERF DINTERSECTIONSEE DETAILWOONERF D/ WOONERF EINTERSECTIONSEE DETAILWOONERF D17' ASPHALTWOONERF CWOONERF C WOONERF DWOONERF DDEAD END BARRICADE PERCOB STD. DET. NO. 09810-2WOONERF DWESTMORLAND DRIVE38.10 LF6" IRR. CONDUITSEE DETAILACCESS ROADSEE DETAILD-34D-23D-51D-51D-14D-52STA 2+09 AND 3+5730 LF EA3- 6" A-2000 UTILITY CONDUITSSEE DETAILD-15IRRIGATION CONDUITSEE DETAILD-14AR7-11KEY NOTES3PARKING AREA24' X 6' ASPHALTCENTERED ON LOT LINE1113333OPEN SPACE CD-71D-92D-92NOTE:1. ALL WOONERF STREET NAMESIGNS TO BE BLUE. ALLOTHERS WILL BE GREEN.EG LABEL CHANGEDTO CORRECT PROFILEACCESS ROADSTA 2+92.50 TO 3+18.50RECORD DRAWINGSTREET SIGNS NOTINSTALLED. (A.B.)DELFT WAY (A.B.) 8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8SW W W W W W W W WWWWWWWWWWLOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.55.00'S89°46'59"W 133.96LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.SD WOONERF EWESTMORLAND DRIVEDURSTON ROAD0+001+002+003+004+005+00U U U U U STA 0+00STA 20+54STA 2+88 TO 3+19ACCESS ROADPER DETAILSTA 2+47STA 4+55HH D-2332'4735474047454750475547604765477047354740474547504755476047654770PVI STA: 2+46.68PVI ELEV: 4753.64K: 38.09LVC: 75.00HP STA: 2+46.0890HP ELEV: 4753.4596BVCS: 2+09.18BVCE: 4753.28EVCS: 2+84.18EVCE: 4753.27-4.91%3.20%1.25%-2.00%-18.50%-1.87%3.00%-1.00%-4.29%3.77%0.97%FG-EG-4750.45FG-4751.65EG-4751.080+00FG-4751.50EG-4750.98FG-4751.74EG-4751.860+50FG-4751.98EG-4751.82FG-4752.22EG-4751.761+00FG-4752.46EG-4751.66FG-4752.71EG-4751.491+50FG-4752.95EG-4751.14FG-4753.19EG-4751.062+00FG-4753.40EG-4750.86FG-4753.46EG-4750.122+50FG-4753.35EG-4750.20FG-4753.11EG-4754.063+00FG-4752.63EG-4756.28FG-4751.40EG-4751.603+50FG-4750.35EG-4747.88FG-4749.80EG-4749.064+00FG-EG-4750.15STA=-0+11.00ELEV=4751.32STA=0+11.35ELEV=4751.44STA=3+19.00ELEV=4752.92STA=3+68.70ELEV=4750.48STA=3+92.70ELEV=4750.00STA=4+09.70ELEV=4750.11STA=4+17.70ELEV=4750.21STA 0+00CENTERLINE WESTMORLANDSTA 2+47CENTERLINE WOONERF D2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\R-7 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-R-7BOZEMANMONTANACPKCPKKDJ06/2015WOONERF E0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSEXISTING ELEV. AT CLASPHALT ELEV. AT CLWOONERF E17' ASPHALT0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING GROUNDASPHALTWESTMORLAND DRWESTMORLAND DRWOONERF EWOONERF ESTOPWOONERF D WOONERF DWOONERF EWOONERF EWESTMORLAND/ WOONERF EINTERSECTIONSEE DETAILDEAD END BARRICADE PERCOB STD. DET. NO. 09810-2D-41WOONERF D / WOONERF EINTERSECTIONSEE DETAILD-52STA 0+38 35LF3- 12" A-2000 UTILITY CONDUITSSEE DETAILD-14STA 2+88 30LF3- 12" A-2000 UTILITY CONDUITSSEE DETAILD-14IRRIGATION CONDUITSEE DETAILD-142R7-11KEY NOTES3PARKING AREA24' X 6' ASPHALTCENTERED ON LOT LINE1133D-92NOTE:1. ALL WOONERF STREET NAME SIGNS TO BE BLUE. ALLOTHERS WILL BE GREEN.RECORD DRAWINGDELFT WAY (A.B.)STREET SIGN NOTINSTALLED (A.B.) 8S8S8S 8S 8S8S 8 S 8S8S8S8S8S8S8S8S8S8 S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8+00 9+0010+0011+0012+00 13+00 14+00 15+00 16+00 17+00SDSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWBOWWW WWWWWWWWWWWWWWWWWSDSDSDSDWESTGATE AVENUEWESTMORLAND DRIVEDURSTON ROADINSTALL 5 L.F. SEWERSTUB TO SOUTH @ 0.45%NGNGNGNGNGNGNGNG4720472547304735474047454750475547204725473047354740474547504755FG-4751.37EG-4751.20FG-4751.06EG-4750.389+50FG-4750.68EG-4749.92FG-4750.22EG-4747.2910+00FG-4749.72EG-4746.86 FG-4749.22 EG-4746.6510+50FG-4748.72 EG-4746.27 FG-4748.22 EG-4746.0511+00FG-4747.72 EG-4746.18 FG-4747.22 EG-4745.7411+50FG-4746.72 EG-4745.08 FG-4746.22 EG-4746.2112+00FG-4745.72 EG-4746.09 FG-4745.22 EG-4742.1412+50FG-4744.72 EG-4742.07 FG-4744.22 EG-4742.0513+00FG-4743.72 EG-4745.48 FG-4743.22 EG-4746.5413+50FG-4742.72 EG-4744.51 FG-4742.22 EG-4744.7114+00FG-4741.76 EG-4743.91 FG-4741.80 EG-4744.1914+50FG-4742.43 EG-4743.06 FG-4742.84 EG-4742.9815+00FG- EG-4742.32 SSMH 1-3STA 3+75.44RIM ELEV=4749.59INV IN (NE) = 4737.04INV IN (SW) = 4737.04INV IN (SE) = 4737.04INV OUT (NW) = 4736.84DEPTH = 12.75'84.30 LF 8" @ 0.45%SSMH 1-2 STA 10+93.87 RIM ELEV=4748.19 INV IN (SE) = 4736.47 INV OUT (N) = 4736.27 DEPTH = 11.92'97.26 LF 8" @ 0.45%SSMH 1-1 STA 11+94.51 RIM ELEV=4746.33 INV IN (S) = 4735.85 INV OUT (N) = 4735.65DEPTH = 10.68'298.45 LF 8" @ 0.45%STA 10+10CENTERLINE WESTMORLANDSTA 14+93CENTERLINE DURSTON298.45 LF 8" @ 0.45%EXISTING SSMH STA 14+92.97 RIM ELEV=4742.96 INV IN (S) = 4734.32 DEPTH = 8.64'2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SS-1 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SS-1BOZEMANMONTANACPKCPKKDJ06/2015WESTGATE AVENUE10+00 TO ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2SEWER IMPROVEMENTS0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETWESTGATE AVENUEINTSTALL 480.01 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL EXISTING GROUNDFINISHEDGRADESEE SHEET SS-2RECORD DRAWINGSEWER BETWEEN SSMH 1-1 AND EXISTING SSMH SHIFTED 2.16'WEST TO MATCH EXISTING CONDITIONS. THE WATER STUB WASALSO SHIFTED TO MAINTAIN CLEARANCE. WESTGATE ROAD TOBE SHIFTED WEST DURING FUTURE DESIGN. (A.B.)2.16' RT (A.B.)2.16' RT (A.B.) 4734.26(A.B.) 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8SS SSSSSSSSSSSS1+002+003+00 4+00 5+00 6+007+008+009+0010+0011+0012+0013+0014+0015+0016+00UUUUUUUUUUSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 215250 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 364500 sq.ft.LOT 344364 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 284000 sq.ft.LOT 274500 sq.ft.LOT 354086 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 334363 sq.ft.LOT 314362 sq.ft.STA 10+674" SS SVCSTA 11+014" SS SVCSTA 11+484" SS SVCSTA 11+854" SS SVCSTA 12+234" SS SVCSTA 12+604" SS SVCSTA 12+994" SS SVCSTA 13+374" SS SVCSTA 13+764" SS SVCSTA 10+224" SS SVCSTA 11+824" SS SVCSTA 12+434" SS SVCSTA 12+914" SS SVCSTA 13+974" SS SVCSTA 15+954" SS SVCWESTMORLAND DRIVEWESTGATE AVENUELAUREL PARKWAYSTA 10+224" SS SVCFUTURE PHASE (N.I.C.)INSTALL 5LF SEWERSTUB AND CAP TO SW@0.45%WOONERF BWOONERF A4725473047354740474547504755476047254730473547404745475047554760FG-4750.29EG-4747.91FG-4750.08EG-4747.633+00FG-4749.87EG-4747.26FG-4749.66EG-4747.073+50FG-4749.78EG-4746.91FG-4749.68EG-4747.154+00FG-4749.82EG-4746.72FG-4749.95EG-4746.814+50FG-4750.09EG-4746.79FG-4750.22EG-4747.165+00FG-4750.36EG-4746.08FG-4750.50EG-4745.495+50FG-4750.62EG-4745.97FG-4750.75EG-4747.776+00FG-4750.68EG-4748.16FG-4750.56EG-4749.286+50FG-4750.43EG-4750.15FG-4750.31EG-4750.647+00FG-4750.18EG-4750.94FG-4750.06EG-4751.277+50FG-4749.95EG-4751.54FG-4749.97EG-4751.788+00FG-4750.14EG-4751.80FG-4750.43EG-4751.828+50FG-4750.74EG-4751.97FG-4751.06EG-4752.349+00FG-4751.37EG-4752.50FG-4751.68EG-4752.659+50FG-4751.99EG-4752.78FG-4752.31EG-4753.0110+00FG-4752.58EG-4753.22FG-4752.71EG-4753.4610+50FG-4752.83EG-4753.50FG-4752.96EG-4753.6411+00FG-4753.08EG-4753.74FG-4753.21EG-4754.0011+50FG-4753.33EG-4753.09FG-4753.46EG-4752.3312+00FG-4753.58EG-4752.04FG-4753.71EG-4752.1112+50FG-4753.83EG-4752.24FG-4753.96EG-4752.3913+00FG-4754.08EG-4752.59FG-4754.09EG-4752.6313+50FG-4753.97EG-4752.59FG-4753.77EG-4752.6414+00FG-4753.57EG-4752.61FG-4753.37EG-4752.7014+50FG-4752.92EG-4752.85FG-4752.47EG-4752.8415+00SSMH 1-3STA 3+75.44RIM ELEV=4749.59INV IN (NE) = 4737.04INV IN (SW) = 4737.04INV IN (SE) = 4737.04INV OUT (NW) = 4736.84DEPTH = 12.75'148.29 LF 8" @ 0.45%72.42 LF 8" @ 0.45%104.54 LF 8" @ 0.45%199.80 LF 8" @ 0.45%200.51 LF 8" @ 0.45%171.22 LF 8" @ 0.45%260.99 LF 8" @ 0.45%SSMH 1-4STA 5+23.72RIM ELEV=4750.19INV IN (NE) = 4737.89INV OUT (SW) = 4737.69DEPTH = 12.50'SSMH 1-5STA 5+97.05RIM ELEV=4750.60INV IN (NE) = 4738.40INV OUT (SW) = 4738.20DEPTH = 12.40'SSMH 1-6STA 7+02.34RIM ELEV=4750.29INV IN (E) = 4739.05INV OUT (SW) = 4738.85DEPTH = 11.44'SSMH 1-7STA 9+03.80RIM ELEV=4751.07INV IN (E) = 4740.13INV OUT (W) = 4739.93DEPTH = 11.13'INV OUT (W) = 4741.02INV IN (E) = 4741.22DEPTH = 11.71'SSMH 1-8STA 11+04RIM= 4752.73SSMH 1-9STA 12+73.97RIM ELEV=4753.56INV IN (E) = 4742.17INV OUT (W) = 4741.97DEPTH = 11.59'STA 3+68CENTERLINE WESTGATESTA 10+98CENTERLINE WOONERF ASTA 13+65CENTERLINE WOONERF B.2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SS-2 SS-3 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004.SS-2BOZEMANMONTANACPKCPKKDJ06/2015WESTMORLAND DRIVE0+00 - 15+00THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2SEWER IMPROVEMENTS0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING GROUNDASPHALTWESTMORLAND DRIVEINTSTALL 1123.65 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGSEE SHEET SS-1MATCH LINESEE SHEET SS-3EXISTING ELEV. AT CLASPHALT ELEV. AT CLRECORD DRAWINGINV= 42.2 (A.B.)INV= 42.6 (A.B.)INV= 42.4 (A.B.)INV= 46.8 (A.B.)ALL SEWER SERVICES INSTALLED AT2% GRADE FROM THE MAIN LINE (A.B.) 47304735474047454750475547604730473547404745475047554760FG-4752.47EG-4752.8415+00FG-4752.82EG-4753.12FG-4752.62EG-4753.3515+50FG-4752.59EG-4753.36FG-4753.04EG-4753.3416+00FG-4753.30EG-4753.18FG-4753.50EG-4753.2816+50FG-4753.64EG-4753.17FG-4753.71EG-4752.9417+00FG-4753.71EG-4752.94FG-4753.65EG-4752.7817+50FG-4753.53EG-4752.55FG-4753.40EG-4752.3418+00FG-4753.28EG-4752.25FG-4753.15EG-4751.9318+50FG-4753.03EG-4751.73FG-4752.90EG-4751.5419+00FG-4752.78EG-4751.41FG-4752.65EG-4751.2119+50FG-4752.53EG-4751.14FG-4752.33EG-4751.1720+00FG-4752.01EG-4751.08FG-4751.70EG-4751.0820+50FG-4751.50EG-4751.06FG-4751.33EG-4750.8221+00FG-4751.15EG-4750.55FG-4750.98EG-4750.5021+50FG-4750.80EG-4750.75FG-4750.63EG-4750.2922+00FG-4750.45EG-4750.01FG-4750.28EG-4749.9722+50FG-4750.10EG-4749.80FG-4749.93EG-4749.6823+00FG-4749.75EG-4749.64FG-4749.58EG-4749.6123+50FG-4749.34EG-4749.39FG-4749.11EG-4749.1124+00FG-4748.87EG-4748.72FG-4748.64EG-4748.2124+50FG-4748.50EG-4747.70FG-4748.60EG-4747.7825+00FG-4748.95EG-4747.98FG-EG-4749.4825+50FG-EG-FG-EG-26+00172.04 LF 8" @ 0.45%302.01 LF 8" @ 0.45%50.91 LF 8" @ 0.45%SSMH 1-10STA 15+34.12RIM ELEV=4752.93INV IN (E) = 4743.53INV OUT (W) = 4743.33DEPTH = 9.60'INV OUT (W) = 4744.28INV IN (E) = 4744.48INV IN (N) = 4744.48DEPTH = 9.26'SSMH 1-11STA 17+06RIM= 4753.55SSMH 1-12STA 20+08.17RIM ELEV=4752.06INV IN (E) = 4746.03INV OUT (W) = 4745.83DEPTH = 6.23'SSMH 1-13STA 20+57.96RIM ELEV=4751.45INV IN (N) = 4746.44INV OUT (W) = 4746.24DEPTH = 5.22'STA 15+34CENTERLINE LAURELSTA 17+00CENTERLINE WOONERF CSTA 20+54CENTERLINE WOONERF EMAINTAIN 18"MINBETWEEN SEWERAND WATER MAINS.8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00UUUUUUUUUUUUWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.STA 15+954" SS SVCSTA 17+324" SS SVCSTA 17+164" SS SVCSTA 17+984" SS SVCSTA 18+614" SS SVCSTA 19+244" SS SVCSTA 19+884" SS SVCLAUREL PARKWAYWOONERF DWOONERF CWOONERF EWESTMORLAND DRIVE2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SS-2 SS-3 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SS-3BOZEMANMONTANACPKCPKKDJ06/20151 CONSTRUCTION EDIT07/14/2015 CPKWESTMORLAND DRIVE15+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 1 AND 2SEWER IMPROVEMENTSWESTMORLAND DRIVEINTSTALL 559.08 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGMATCH LINESEE SHEET SS-20505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTING GROUNDSEE SHEET SS-6ASPHALTFG LABEL CHANGED TO CORRECT PROFILECPK 07/14/2015RECORD DRAWINGMOVED 1.0 FT WEST TOPROVIDE MORE CLEARANCEBETWEEN MH AND EXISTINGSS FORCE MAINS. (A.B.)INV= 45.7 (A.B.)INV= 44.8 (A.B.)INV= 46.4 (A.B.)INV= 46.7 (A.B.)ALL SEWER SERVICES INSTALLED AT2% GRADE FROM THE MAIN LINE (A.B.) 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S 8S 8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8SSSSSSSSSSSSSS S SSSSSSSS S SSS -0+500+001+002+00 3+004+005+005+14UUUU UUUUUWWWWWWWWWWWWWWWWWWWWW W W WW W W W W W W W W WWW WBO WWWWWW WWWLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 24LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 215250 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 284000 sq.ft.LOT 274500 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 3330.0 0'30.50'LOT 314362 sq.ft.STA 0+954" SS S V C STA 1+354" SS S V CSTA 1 + 7 5 4" SS S V C STA 1 + 9 8 4" SS S V C STA 2+354" SS SVCSTA 2+354" SS SVCSTA 2+674" SS SVCSTA 2+674" SS SVCSTA 3+074" SS SVCSTA 3+074" SS SVCSTA 3+504" SS SVCSTA 3+504" SS SVCESESESESESESESESESESESESSTA 0+454" SS SV CSTA 2+114" SS SVCSTA 3+184" SS SVC47304735474047454750475547604730473547404745475047554760FG-EG-FG-EG-4751.70-0+50FG-EG-4752.85FG-4752.95EG-4753.650+00FG-4752.60EG-4753.66FG-4752.85EG-4753.500+50FG-4753.10EG-4753.27FG-4753.35EG-4752.951+00FG-4753.53EG-4752.55FG-4753.56EG-4752.291+50FG-4753.44EG-4752.42FG-4753.16EG-4754.372+00FG-4752.78EG-4756.00FG-4752.40EG-4755.932+50FG-4752.03EG-4755.67FG-4751.65EG-4755.253+00FG-4751.28EG-4754.93FG-4750.90EG-4754.593+50FG-4750.53EG-4754.11FG-4750.19EG-4753.764+00FG-EG-4753.28FG-EG-4752.614+50FG-EG-4752.08FG-EG-4750.535+00193.55 LF 8" @ 0.45%SSMH 1-14STA 1+85.39RIM ELEV=4753.40INV IN (NE) = 4742.27INV OUT (S) = 4742.07DEPTH = 11.33'172.51 LF 8" @ 0.45%INV OUT (W) = 4743.56INV IN (N) = 4743.76INV IN (S) = 4743.76DEPTH = 6.80'SSMH 1-17STA 2+37RIM= 4750.35INV OUT (W) = 4741.02INV IN (E) = 4741.22DEPTH = 11.71'SSMH 1-8STA -0+08RIM= 4752.73STA 0+00CENTERLINE WESTMORLANDSTA 3+96CENTERLINE WOONERF B18.06 LF 8" @ 0.45%SSMH 1-15STA 2+07.77RIM ELEV=4753.12INV IN (E) = 4742.54INV OUT (SW) = 4742.34DEPTH = 10.79'SSMH 1-16STA 2+30.16RIM ELEV=4752.76INV IN (E) = 4742.80INV OUT (W) = 4742.60DEPTH = 10.16'18.06 LF 8" @ 0.45%47304735474047454750475547604730473547404745475047554760FG-4753.44EG-4753.45FG-4753.07EG-4754.840+50FG-4752.69EG-4754.92FG-4752.32EG-4754.621+00FG-4751.94EG-4754.32FG-4751.57EG-4753.931+50FG-4751.19EG-4753.58FG-4750.82EG-4753.212+00FG-4750.44EG-4752.82FG-4750.07EG-4754.862+50FG-4749.69EG-4756.14FG-4749.32EG-4754.773+00FG-4748.94EG-4753.46FG-4748.24EG-4752.973+50FG-4747.58EG-4747.90FG-4747.08EG-4745.934+00FG-EG-4747.50SSMH 1-18STA 0+98.47RIM ELEV=4752.44INV OUT (N) = 4745.78DEPTH = 6.66'139.01 LF 8" @ 1.50%INV OUT (W) = 4743.56INV IN (N) = 4743.76INV IN (S) = 4743.76DEPTH = 6.80'SSMH 1-17STA 2+37RIM= 4750.3588.99 LF 8" @ 0.45%SSMH 1-19STA 3+26.47RIM ELEV=4749.02INV OUT (S) = 4744.14DEPTH = 4.88'STA 0+00CENTERLINE WESTMORLANDSTA 2+43CENTERLINE WOONERF A8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8SSSSSSSSSSSSSSS -0+500+001+002+003+004+005+00U U U U U U U UU WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WWWWWWWWWLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.3000 sq.ft.3000 sq.ft.LOT 32LOT 304201 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.30.50'LOT 314362 sq.ft.STA 2+804" SS SVCSTA 2+434" SS SVCSTA 2+174" SS SVCSTA 1+804" SS SVCSTA 1+424" SS SVCSTA 1+054" SS SVCESESESESESESESESESESESESESESESESESESESESESESES STA 0+454" SS SVCSTA 2+114" SS SVCSTA 3+184" SS SVC2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SS-4 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SS-4BOZEMANMONTANACPKCPKKDJ06/2015WOONERF A & WOONERF B0+00 - END & 0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2SEWER IMPROVEMENTSEXISTING GROUNDASPHALTWOONERF AINTSTALL 402.18 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGWEST M O RL A N D D RI V EWOONERF AWOONERF BLAUREL PARKWAY0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTINGGROUNDASPHALTWOONERF BINTSTALL 228.0 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGWOONERF AWOONERF BLAUREL PARKWAYEXISTING ELEV. AT CLASPHALT ELEV. AT CLSEE SHEET SS-2SEE THIS SHEETSEE THIS SHEET DURSTON ROADWESTMORLAND DRIVERECORD DRAWINGINV= 42.9 ( A. B.)INV= 43.8 ( A. B.)INV= 4 4. 1 ( A. B.)INV= 44.0 (A.B.)INV= 44.0 (A.B.)INV= 44.1 (A.B.)INV= 44.8 (A.B.)INV= 45.0 (A.B.)INV= 44.7 (A.B.)ALL SEWER SERVICES INSTALLED AT2% GRADE FROM THE MAIN LINE (A.B.) 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSSS0+001+002+003+004+005+00U U U U U U USTA 1+054" SS SVCSTA 1+554" SS SVCSTA 2+054" SS SVCSTA 2+554" SS SVCSTA 3+054" SS SVCWOONERF CWOONERF DWESTMORLAND DRIVEWWWWWWWWW W W W W W W WWWWWWWWWWWWWWW W W W W W W W W W W WLOT 186000 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.SD9+0010+0011+0012+0013+00SD DURSTON ROAD47304735474047454750475547604730473547404745475047554760FG-EG-4752.66FG-4753.71EG-4752.940+00FG-4753.28EG-4752.81FG-4753.03EG-4752.950+50FG-4752.78EG-4752.62FG-4752.53EG-4752.341+00FG-4752.28EG-4752.10FG-4752.03EG-4751.831+50FG-4751.78EG-4752.01FG-4751.53EG-4751.652+00FG-4751.28EG-4751.15FG-4751.03EG-4751.022+50FG-4750.78EG-4750.13FG-4750.55EG-4749.593+00FG-4750.36EG-4749.38FG-4750.16EG-4748.643+50FG-4749.94EG-4746.32FG-4749.17EG-4747.314+00FG-EG-4749.62FG-EG-4+50FG-EG-FG-EG-5+00250.28 LF 8" @ 0.45%INV OUT (S) = 4745.59INV IN (N) = 4745.79INV IN (E) = 4745.79DEPTH = 5.55'SSMH 1-20STA 2+45RIM= 4751.1467.10 LF 8" @ 0.45%SSMH 1-21STA 3+12.00RIM ELEV=4750.52INV OUT (S) = 4746.08DEPTH = 4.44'INV OUT (W) = 4744.28INV IN (E) = 4744.48INV IN (N) = 4744.48DEPTH = 9.26'SSMH 1-11STA ???RIM= 4753.55STA 0+00CENTERLINE WESTMORLANDSTA 2+51CENTERLINE WOONERF D47304735474047454750475547604730473547404745475047554760FG-EG-4749.22FG-EG-4749.570+50FG-EG-4750.51FG-4751.16EG-4750.881+00FG-4751.15EG-4750.86FG-4751.34EG-4750.831+50FG-4751.52EG-4750.76FG-4751.71EG-4750.992+00FG-4751.90EG-4750.90FG-4752.09EG-4750.762+50FG-4752.27EG-4750.49FG-4752.46EG-4750.303+00FG-4752.65EG-4750.33FG-4752.84EG-4750.463+50FG-4753.02EG-4750.51FG-4753.21EG-4750.484+00FG-4753.40EG-4750.38FG-4753.59EG-4750.204+50FG-EG-4750.23INV OUT (S) = 4745.59INV IN (N) = 4745.79INV IN (E) = 4745.79DEPTH = 5.55'SSMH 1-20STA 2+45RIM= 4751.14282.83 LF 8" @ 0.45%SSMH 1-22STA 3+95.71RIM ELEV=4753.24INV OUT (W) = 4747.05DEPTH = 6.19'STA 1+07CENTERLINE WOONERF CSTA 4+55CENTERLINE WOONERF E8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSSSSSSS0+001+002+003+004+005+005+62UUUUUUUUUSTA 1+384" SS SVCSTA 2+014" SS SVCSTA 2+224" SS SVCSTA 2+644" SS SVCSTA 2+974" SS SVCSTA 3+274" SS SVCSTA 3+724" SS SVCSTA 3+914" SS SVCWWWWWWWWWWWWWWWWWWWWWWWWWLOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.SDSDWOONERF DWOONERF CWESTMORLAND DRIVE2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SS-5 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SS-5BOZEMANMONTANACPKCPKKDJ06/2015WOONERF C & WOONERF D0+00 - END & 0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2SEWER IMPROVEMENTSEXISTING GROUNDASPHALTWOONERF CINTSTALL 317.39 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETWOONERF DINTSTALL 282.83 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING GROUNDASPHALTSEE SHEET SS-3SEE THIS SHEETSEE THIS SHEETEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTING ELEV. AT CLASPHALT ELEV. AT CLRECORD DRAWINGINV= 46.0 (A.B.)INV= 46.2 (A.B.)INSULATION ON SEWERMAIN AND SERVICES TOLOTS 19, 20 AND 21 (A.B.)INV= 47.1 (A.B.)INV= 47.5 (A.B.)INV= 47.3 (A.B.)ALL SEWER SERVICES INSTALLED AT2% GRADE FROM THE MAIN LINE (A.B.) 8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S0+001+002+003+004+005+00U U UU U U STA 2+534" SS SVCSTA 1+984" SS SVCSTA 1+484" SS SVCSTA 0+644" SS SVCW W W W W W W W W W W W WWWWWWWWWWLOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.N89°46'59"E 132.3255.00'75.00'LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.SD STA 3+034" SS SVC473547404745475047554760473547404745475047554760FG-EG-4750.45FG-4751.65EG-4751.080+00FG-4751.50EG-4750.98FG-4751.74EG-4751.860+50FG-4751.98EG-4751.82FG-4752.22EG-4751.761+00FG-4752.46EG-4751.66FG-4752.71EG-4751.491+50FG-4752.95EG-4751.14FG-4753.19EG-4751.062+00FG-4753.40EG-4750.86FG-4753.46EG-4750.122+50FG-4753.35EG-4750.20FG-4753.11EG-4754.063+00FG-4752.63EG-4756.28FG-4751.40EG-4751.603+50FG-4750.35EG-4747.88FG-4749.80EG-4749.064+00FG-EG-4750.15FG-EG-4+50FG-EG-313.70 LF 8" @ 0.45%SSMH 1-23STA 3+09.17RIM ELEV=4753.12INV OUT (S) = 4747.83DEPTH = 5.29'SSMH 1-13STA -0+04.53RIM ELEV=4751.45INV IN (N) = 4746.44INV OUT (W) = 4746.24DEPTH = 5.22'STA -0+00CENTERLINE WESTMORLANDSTA 2+47CENTERLINE WOONERF D2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SS-6 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SS-6BOZEMANMONTANACPKCPKKDJ06/20151 SEWER SERVICE LOCATIONS08/12/2015 CPKWOONERF E0+00 - END0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTINGGROUNDASPHALTWOONERF EINTSTAL 313.70 L.F. 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGDURSTON ROADWESTMORLAND DRIVEWOONERF EWOONERF DTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2SEWER IMPROVEMENTSSEE SHEET SS-3SEWER SERVICE LOCATIONS FOR LOTS 3,4 & 5 UPDATEDCPK 08/12/2015RECORD DRAWINGALL SEWER SERVICES INSTALLED AT2% GRADE FROM THE MAIN LINE (A.B.) 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8SS SSSSSSSSSSS0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00UUUUUUUUUUSDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW9+0010+0011+0012+0013+00WWWWWWWWW3780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 364500 sq.ft.LOT 344364 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 284000 sq.ft.LOT 274500 sq.ft.LOT 354086 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 334363 sq.ft.LOT 314362 sq.ft.WESTMORLAND DRIVEWESTGATE AVENUELAUREL PARKWAYSTA 10+301" WATER SVCSTA 10+721" WATER SVCSTA 11+121" WATER SVCSTA 11+531" WATER SVCSTA 11+901" WATER SVCSTA 12+271" WATER SVCSTA 12+651" WATER SVCSTA 13+041" WATER SVCSTA 13+421" WATER SVCSTA 13+841" WATER SVCSTA 11+391" WATER SVCSTA 11+891" WATER SVCSTA 12+391" WATER SVCSTA 9+77.24 7.3' LTINSTALL END CAP ANDC.O.B. BLOW OFFSTA 11+18.86 4.2' LTDEFLECT PIPESTA 12+74.40 2.4' LTINSTALL 22.5° BENDSTA 11+27.63 4.9' LTINSTALL 8X6X8 TEEINSTALL 7.5' FHYD ASS'Y 19.3' LTSTA 13+131" WATER SVCSTA 14+361" WATER SVCSTA 10+451" WATER SVCSTA 13+59.31 5.5' LTINSTALL 8X8 TEESEE SHEET W-4STA 10+93.24 4.7' LTINSTALL 8X8 TEESEE SHEET W-4STA 10+82.24 5.0' LTINSTALL 8" GATE VALVESTA 13+49.31 5.5' LTINSTALL 8" GATE VALVESTA 13+81.32 5.5' LTINSTALL 8" GATE VALVESTA 14+89.34 5.5' LTINSTALL 8" GATE VALVESTA 11+14.24 4.3' LTINSTALL 8" GATE VALVEWOONERF BWOONERF A(SEE SHEET W-3)4725473047354740474547504755476047254730473547404745475047554760FG-4750.42EG-FG-4750.85EG-0+50FG-4751.28EG-4746.20FG-4751.54EG-4748.101+00FG-4751.50EG-4751.01FG-4751.30EG-4748.511+50FG-4751.10EG-4748.31FG-4750.90EG-4748.382+00FG-4750.70EG-4748.45FG-4750.50EG-4748.162+50FG-4750.29EG-4747.91FG-4750.08EG-4747.633+00FG-4749.87EG-4747.26FG-4749.66EG-4747.073+50FG-4749.78EG-4746.91FG-4749.68EG-4747.154+00FG-4749.82EG-4746.72FG-4749.95EG-4746.814+50FG-4750.09EG-4746.79FG-4750.22EG-4747.165+00FG-4750.36EG-4746.08FG-4750.50EG-4745.495+50FG-4750.62EG-4745.97FG-4750.75EG-4747.776+00FG-4750.68EG-4748.16FG-4750.56EG-4749.286+50FG-4750.43EG-4750.15FG-4750.31EG-4750.647+00FG-4750.18EG-4750.94FG-4750.06EG-4751.277+50FG-4749.95EG-4751.54FG-4749.97EG-4751.788+00FG-4750.14EG-4751.80FG-4750.43EG-4751.828+50FG-4750.74EG-4751.97FG-4751.06EG-4752.349+00FG-4751.37EG-4752.50FG-4751.68EG-4752.659+50FG-4751.99EG-4752.78FG-4752.31EG-4753.0110+00FG-4752.58EG-4753.22FG-4752.71EG-4753.4610+50FG-4752.83EG-4753.50FG-4752.96EG-4753.6411+00FG-4753.08EG-4753.74FG-4753.21EG-4754.0011+50FG-4753.33EG-4753.09FG-4753.46EG-4752.3312+00FG-4753.58EG-4752.04FG-4753.71EG-4752.1112+50FG-4753.83EG-4752.24FG-4753.96EG-4752.3913+00FG-4754.08EG-4752.59FG-4754.09EG-4752.6313+50FG-4753.97EG-4752.59FG-4753.77EG-4752.6414+00FG-4753.57EG-4752.61FG-4753.37EG-4752.7014+50FG-4752.92EG-4752.85FG-4752.47EG-4752.8415+00STA 9+77INSTALL CAP AND BLOW OFFINV 4744.63STA 10+93WOONERF A STA 0+05INSTALL 8X8 TEEINV 4745.37STA 11+29INSTALL 8X6 TEEINSTALL 7.5' FHYD ASS'YINV 4745.63STA 13+59WOONERF B STA 0+05INSTALL 8X8X8 TEEDEFLECT PIPE JOINTSINV 4746.65STA 10+98CENTERLINE WOONERF ASTA 13+65CENTERLINE WOONERF BFUTUREPROPOSEDSTA 3+71CENTERLINE WESTGATE6.5' MIN COVERBURY ELEV= 4753.13.STA 12+74INSTALL 22.5° HORIZ BENDINV 4746.402880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\W-1 W-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004.W-1BOZEMANMONTANACPKCPKKDJ03/2015WESTMORLAND DRIVE0+00 - 15+00THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2WATER IMPROVEMENTS0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING GROUNDASPHALTWESTMORLAND DRIVEINTSTALL 521.6 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGMATCH LINESEE SHEET W-2EXISTING ELEV. AT CLASPHALT ELEV. AT CLINSULATIONSEE DETAILD-1218" MIN BETWEENSEWER AND WATERRECORD DRAWING4747.02 (A.B.)INSTALLED HIGH DUE TOCONSTRUCTION ERROR.INSULATION ADDED. (A.B.) 47304735474047454750475547604730473547404745475047554760FG-4752.82EG-4753.12FG-4752.62EG-4753.3515+50FG-4752.59EG-4753.36FG-4753.04EG-4753.3416+00FG-4753.30EG-4753.18FG-4753.50EG-4753.2816+50FG-4753.64EG-4753.17FG-4753.71EG-4752.9417+00FG-4753.71EG-4752.94FG-4753.65EG-4752.7817+50FG-4753.53EG-4752.55FG-4753.40EG-4752.3418+00FG-4753.28EG-4752.25FG-4753.15EG-4751.9318+50FG-4753.03EG-4751.73FG-4752.90EG-4751.5419+00FG-4752.78EG-4751.41FG-4752.65EG-4751.2119+50FG-4752.53EG-4751.14FG-4752.33EG-4751.1720+00FG-4752.01EG-4751.08FG-4751.70EG-4751.0820+50FG-4751.50EG-4751.06FG-4751.33EG-4750.8221+00FG-4751.15EG-4750.55FG-4750.98EG-4750.5021+50FG-4750.80EG-4750.75FG-4750.63EG-4750.2922+00FG-4750.45EG-4750.01FG-4750.28EG-4749.9722+50FG-4750.10EG-4749.80STA 15+17INSTALL 8X8 CROSSINSTALL 22.5° VERT BENDINV 4745.66STA 15+84INSTALL 8' FHYD ASS'YINV 4744.91STA 16+84INSTALL 8" GVINV 4746.41STA 16+95INSTALL 8X8 TEEINV 4746.63STA 17+16INSTALL 8" GVINV 4746.55STA 20+10INSTALL 7.5' FHYD ASS'YINV 4744.87STA 20+39INSTALL 8" GVINV 4744.27STA 20+49INSTALL 90° BENDWOONERF E STA 0+6INV 4744.23BURY ELEV= 4752.44BURY ELEV= 4752.90STA 15+34CENTERLINE LAURELSTA 17+00CENTERLINE WOONERF CSTA 20+54CENTERLINE WOONERF ESTA 15+27INSTALL 22.5° VERT BENDINV 4742.57STA 15+56DEFLECT PIPE JOINTS8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S15+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+00UUUUUUUUUUUUWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.LAUREL PARKWAYWESTMORLAND DRIVEWOONERF DWOONERF CWOONERF ESTA 20+10.33 5.8' LTINSTALL 8X6X8 TEEINSTALL 7.5' FHYD ASS'Y 19' LT LTDEFLECT PIPE HORIZONTALSTA 16+95.39 5.6' LTINSTALL 8X8 TEESEE SHEET W-5STA 15+84.36 5.5' LTINSTALL 8X6X8 TEEINSTALL 8' FHYD ASS'Y 19' LTSTA 17+271" WATER SVCSTA 16+321" WATER SVCSTA 17+501" WATER SVCSTA 18+141" WATER SVCSTA 18+781" WATER SVCSTA 19+411" WATER SVCSTA 20+49.18 6.5' LTINSTALL 90° BENDWOONERF E STA 0+05SEE SHEET W-6STA 15+79.36 5.5' LTINSTALL 8" GATE VALVESTA 16+84.47 5.5' LTINSTALL 8" GATE VALVESTA 17+16.39 5.5' LTINSTALL 8" GATE VALVESTA 20+38.75 7.0' LTINSTALL 8" GATE VALVE(SEE SHEET W-3)2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\W-1 W-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-W-2BOZEMANMONTANACPKCPKKDJ06/2015WESTMORLAND DRIVE15+00 - ENDTHE LAKES AT VALLEY WEST- PHASE 1 AND 2WATER IMPROVEMENTSWESTMORLAND DRIVEINTSTALL 548.4 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGMATCH LINESEE SHEET W-10505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING ELEV. AT CLASPHALT ELEV. AT CLINSULATIONSEE DETAILD-1218" MIN BETWEENSEWER AND WATERRECORD DRAWINGINV=44.5 (A.B.)INV=42.3 (A.B.)EXISTING 4" AND 6" SSFORCE MAINS24"12.5'NOT TO SCALESTA 15+00 TO 16+00 AS-BUILT DETAILSTA 15+178X8 CROSSINV = 45.65 (A.B.)22.5° BENDSINVERT AT STA 19+00 = 4744.87 (FH GRADE),THEN INSTALLED FLAT TO FH TO MINIMIZECONFLICTS WITH SEWER SERVICES. (A.B.) WWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+00UUU UUU8S8S8S8S8S8S8S8S 8S8S8S8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8SLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 105870 sq.ft.LOT 115605 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 364500 sq.ft.56.63'81.80'205.52'30.50'SDSDSD SD SDNGNGNG NGNGNGNGNGNGNGNGNGNGNGNG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBT BT BT BT BT BTBTBTBTBTBTBTBTVBTVBTVNGNGNG ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES ES ESESES ESESESESES EXISTINGNORTON LIFTSTATIONLAUREL PARKWAYSTA 10+34 18.0' LTINSTALL 8X8 CROSSSTA 14+32 18.0' LTINSTALL 45° BENDSTA 14+39 10.2' LTCONNECT TO EXISTING 12" MAINSTA 3+20 45.0' LTINSTALL C.O.B. BLOWOFFWESTMORLAN DRIVEVAUGHN DRIVEWOONERF CDURSTON ROADSTA 9+99 18.0' LTINSTALL 8" GVSTA 10+59 18.0' LTINSTALL 8" GV4730473547404745475047554760476547304735474047454750475547604765FG-4762.88EG-4764.75FG-4762.52EG-4764.400+50FG-4762.15EG-4764.05FG-4761.79EG-4763.701+00FG-4761.42EG-4763.35FG-4761.06EG-4763.001+50FG-4760.70EG-4762.63FG-4760.33EG-4762.222+00FG-4759.97EG-4761.78FG-4759.60EG-4761.302+50FG-4759.24EG-4760.80FG-4758.87EG-4760.303+00FG-4758.51EG-4759.80FG-4758.15EG-4759.303+50FG-4757.81EG-4758.84FG-4757.53EG-4758.454+00FG-4757.30EG-4758.14FG-4757.12EG-4757.904+50FG-4756.97EG-4757.70FG-4756.82EG-4757.505+00FG-4756.67EG-4757.30FG-4756.52EG-4757.105+50FG-4756.37EG-4756.90FG-4756.22EG-4756.706+00FG-4756.07EG-4756.50FG-4755.92EG-4756.306+50FG-4755.77EG-4756.10FG-4755.62EG-4755.907+00FG-4755.47EG-4755.70FG-4755.32EG-4755.507+50FG-4755.17EG-4755.30FG-4755.02EG-4755.108+00FG-4754.87EG-4754.90FG-4754.71EG-4754.708+50FG-4754.56EG-4754.50FG-4754.41EG-4754.309+00FG-4754.26EG-4754.06FG-4754.11EG-4753.759+50FG-4753.91EG-4753.36FG-4753.54EG-4752.9010+00FG-4753.16EG-4752.40FG-4752.78EG-4751.9010+50FG-4752.41EG-4751.40FG-4752.04EG-4750.9011+00FG-4751.66EG-4750.40FG-4751.28EG-4749.9011+50FG-4750.91EG-4749.62FG-4750.54EG-4749.3512+00FG-4750.16EG-4749.08FG-4749.78EG-4748.8012+50FG-4749.41EG-4748.52FG-4749.04EG-4748.2513+00FG-4748.66EG-4747.98FG-4748.12EG-4747.7013+50FG-4747.58EG-4747.40FG-4747.34EG-4747.3714+00FG-4747.72EG-FG-4748.39EG-14+50FG-EG-STA 10+34INSTALL 8X8 CROSSWESTMORLAND STA 15+16INV 4745.65STA 13+91DEFLECT PIPE JOINTSINV 4739.66STA 14+32INSTALL 45° HORZ BENDINV 4740.63STA 14+41CONNECT TOEXISTING 12" MAININV 4741.25STA 10+59INSTALL 8" GVINV 4744.94STA 9+99INSTALL 8" GVINV 4745.80STA 3+20INSTALL NEW C.O.B. BLOWOFFINV 4750.882880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEETSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\W-3 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. .5352.004.W-3BOZEMANMONTANACPKCPKKDJ06/2015LAUREL PARKWAY0+00 - 14+51THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2WATER IMPROVEMENTSLAUREL PARKWAYINTSTALL 1121.6 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING055102.5VERT. SCALEIN FEETASPHALTEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTING GROUNDINSULATIONSEE DETAILD-12FUTURE: N.I.C.18" MIN BETWEENSEWER AND WATERPROPOSEDRECORD DRAWING 8S 8S 8S 8S 8S 8S8S 8S8S 8S8S8S8S8S8S8S8S8S8S8S 8S 8S 8S8S8S8S8S8S8S8SS S2+003+00-0+500+001+002+00 3+004+005+005+14UUUUUUUUUUUWWWWWWWWWWWWWWWWWWWWWWWWW W W WW W W W W W WWW WWWWBO 2+003+00WWWWWWWWWLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 11LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 284000 sq.ft.LOT 274500 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.30.00'30.50'LOT 314362 sq.ft.STA 1+001" WATER SVCSTA 1+401" WATER SVCSTA 1+791" WATER SVCSTA 2+021" WATE R SVCSTA 2+171" WATER SVCSTA 2+431" WATER SVCSTA 2+751" WATER SVCSTA 3+151" WATER SVCSTA 0+05 5.0' LTWESTMORLAND STA 10+93INSTALL 8X8 TEESTA 2+08 4.0' LTINSTALL NEW 22.5° BENDSTA 3+92 5.0' LTWOONERF B STA 2+48INSTALL NEW 8X8 TEESTA 3+65 5.0' LTINSTALL 8X6 TEEINSTALL FHYD ASS'Y 12.7' LTSTA 0+30 5.0' LTINSTALL 8" GVSTA 2+27 5.2' LTINSTALL NEW 22.5° BENDSTA 1+89 5.2' LTINSTALL NEW 22.5° BENDESESESESESESESESESESESESES ES ESESESESSTA 2+431" WATER SVCSTA 2+751" WATER SVCSTA 3+151" WATER SVCSTA 3+581" WATER SVC47304735474047454750475547604730473547404745475047554760FG-EG-FG-EG-4751.70-0+50FG-0.00EG-4752.85FG-4752.95EG-4753.650+00FG-4752.60EG-4753.66FG-4752.85EG-4753.500+50FG-4753.10EG-4753.27FG-4753.35EG-4752.951+00FG-4753.53EG-4752.55FG-4753.56EG-4752.291+50FG-4753.44EG-4752.42FG-4753.16EG-4754.372+00FG-4752.78EG-4756.00FG-4752.40EG-4755.932+50FG-4752.03EG-4755.67FG-4751.65EG-4755.253+00FG-4751.28EG-4754.93FG-4750.90EG-4754.593+50FG-4750.53EG-4754.11FG-EG-4753.764+00FG-EG-4753.28FG-EG-4752.614+50FG-EG-4752.08FG-EG-4750.535+00BURY ELEV= 4750.37STA 3+92WOONERF B STA 2+48INSTALL 8X8 TEEINV 4742.93STA 3+65INSTALL 8X6 TEEINSTALL 7.0' FHYD ASS'YINV 4743.37STA 2+08INSTALL 22.5° HORIZ BENDINV 4745.85STA 1+52DELFECT PIPE JOINTSINV 4746.39STA 0+30INSTALL 8" GVINV 4745.48STA 0+05WESTMORLAND STA 10+93INSTALL 8X8 TEEINV 4745.37STA 0+00CENTERLINE WESTMORLANDSTA 3+97CENTERLINEWOONERF BSTA 1+89INSTALL 22.5° HORIZ BENDINV 4746.07STA 2+27INSTALL 22.5° HORIZ BENDINV 4745.5547304735474047454750475547604730473547404745475047554760FG-EG-4753.11FG-4754.02EG-4752.580+00FG-4753.44EG-4753.45FG-4753.07EG-4754.840+50FG-4752.69EG-4754.92FG-4752.32EG-4754.621+00FG-4751.94EG-4754.32FG-4751.57EG-4753.931+50FG-4751.19EG-4753.58FG-4750.82EG-4753.212+00FG-4750.44EG-4752.82FG-4750.07EG-4754.862+50FG-4749.69EG-4756.14FG-4749.32EG-4754.773+00FG-4748.94EG-4753.46FG-4748.24EG-4752.973+50FG-4747.58EG-4747.90FG-4747.08EG-4745.934+00FG-EG-4747.50FG-EG-4747.774+50FG-EG-STA 0+05WESTMORLAND STA 13+95INSTALL NEW 8X8 TEEINV 4746.65STA 0+30INSTALL 8" GVINV 4746.20STA 2+27INSTALL 8" GVDEFLECT PIPE JOINTSINSTALL 45° VERT BENDINV 4743.25STA 2+48WOONERF A STA 3+92INSTALL NEW 8X8 TEEINSTALL 45° VERT BENDINV 4742.93STA 2+58INSTALL 8" GVINV 4742.77STA 3+96DEFLECTPIPE JOINTSINV 4739.52STA 4+27DURSTON STA 16+63CONNECT TO EXISTING12" D.I. WATER MAININSTALL NEW 8" GVINV 4739.65STA 0+00CENTERLINE WESTMORLANDSTA 2+43CENTERLINE WOONERF ASTA 2+37INSTALL 2 45° BENDSINV 4740.868S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S -0+500+001+002+003+004+005+00U U U U U U U UU WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WWWWWWWWLOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 364500 sq.ft.LOT 344364 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 354086 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 334363 sq.ft.30.50'LOT 314362 sq.ft.STA 0+991" WATER SVCSTA 0+05 6.0' LTWESTMORLAND STA 13+59INSTALL 8X8 TEESTA 4+27 6.0' LTDUSRSTON STA 16+63CONNECT TO EXISTING 12" WATER MAINSTA 2+48 6.0' LTWOONERF A STA 3+92INSTALL NEW 8X8 TEESTA 3+001" WATER SVCSTA 2+59 6.0' LTINSTALL 8" GVSTA 2+27 6.0' LTINSTALL 8" GVSTA 1+361" WATER SVCSTA 1+741" WATER SVCSTA 2+111" WATER SVCSTA 2+431" WATER SVCSTA 2+861" WATER SVCSTA 3+241" WATER SVCSTA 0+30 6.0' LTINSTALL 8" GVESESESESESESESESESESESESESESESESESESESESESESES 2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\W-4 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-W-4BOZEMANMONTANACPKCPKKDJ06/20151 CONSTRUCTION EDITS07/15/2015 CPKWOONERF A & WOONERF B0+00 - END & 0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2WATER IMPROVEMENTSEXISTING GROUNDASPHALTWOONERF AINTSTALL 390.26 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING GROUNDASPHALTWOONERF BINTSTALL 421.39L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTING ELEV. AT CLASPHALT ELEV. AT CLDURSTON ROADLAUREL PARKWAYWOONERF BWOONERF AWEST MORLAND DRIVEDURSTON ROADLAUREL PARKWAYWOONERF BWOONERF AWESTMORLAND DRIVE18" MINSEPARATIONDELETED INCCRRECT PROFILE LABEL AT STA 3+14CPK 07/15/2015GATE VALVE AT 0+30 MOVED TO MATCH PLAN VIEWCPK 07/15/2015RECORD DRAWING8" STUB (A.B.)4739.25 (A.B.) 0+001+002+003+004+005+00U U U U U U UWWWWWWWWWW W W W W W WWWWWWWWWWWWWWW W W W W W W W W W W WLOT 186000 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.56.63'SD SD STA 0+05.40 5.0' LTINSTALL NEW 8X8X8 TEEWESTMORLAND STA 16+95STA 2+55.67 5.0' LTINSTALL NEW 8X8 TEEWOONERF D STA 1+02STA 3+20 15.0' RTINSTALL NEW BLOW OFFSTA 1+151" WATER SVCSTA 1+651" WATER SVCSTA 2+151" WATER SVCSTA 2+651" WATER SVCSTA 3+181" WATER SVCSTA 2+35 5.0' LTINSTALL 8" GVSTA 2+67 5.0' LTINSTALL GVSTA 0+30 5.0' LTINSTALL 8" GVESESESESESESESESESESESESESESESESESESESESESESES ES ES ES ES ES ES ES ES ES ESESESESESESESES 47304735474047454750475547604730473547404745475047554760FG-EG-4752.66FG-4753.71EG-4752.940+00FG-4753.28EG-4752.81FG-4753.03EG-4752.950+50FG-4752.78EG-4752.62FG-4752.53EG-4752.341+00FG-4752.28EG-4752.10FG-4752.03EG-4751.831+50FG-4751.78EG-4752.01FG-4751.53EG-4751.652+00FG-4751.28EG-4751.15FG-4751.03EG-4751.022+50FG-4750.78EG-4750.13FG-4750.55EG-4749.593+00FG-4750.36EG-4749.38FG-4750.16EG-4748.643+50FG-4749.94EG-4746.32FG-4749.17EG-4747.314+00FG-EG-4749.62FG-EG-4+50STA 0+06INSTALL NEW 8X8X8 TEEWESTMORLAND STA 16+95INV 4746.62STA 0+30INSTALL NEW 8" GVINV 4746.06STA 2+55INSTALL NEW8X8X8 CROSSINV 4743.66STA 3+21INSTALL NEW BLOW OFFINV 4743.17STA 0+00CENTERLINE WESTMORLANDSTA 2+51CENTERLINEWOONERF D47304735474047454750475547604730473547404745475047554760FG-EG-4749.22FG-EG-4749.570+50FG-EG-4750.51FG-4751.16EG-4750.881+00FG-4751.15EG-4750.86FG-4751.34EG-4750.831+50FG-4751.52EG-4750.76FG-4751.71EG-4750.992+00FG-4751.90EG-4750.90FG-4752.09EG-4750.762+50FG-4752.27EG-4750.49FG-4752.46EG-4750.303+00FG-4752.65EG-4750.33FG-4752.84EG-4750.463+50FG-4753.02EG-4750.51FG-4753.21EG-4750.484+00FG-4753.40EG-4750.38FG-4753.59EG-4750.204+50FG-EG-4750.23FG-EG-4750.205+00STA 1+02INSTALL 8X8X8 TEEINV 4743.57STA 1+31INSTALL 8X6X8 TEEINSTALL 7.5' FHYD ASS'YINV 4743.67STA 4+49INSTALL 8X8X8 TEEINV 4746.41BURY ELEV= 4751.25STA 1+07CENTERLINEWOONERF CSTA 4+55CENTERLINEWOONERF E8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S0+001+002+003+004+005+005+62UUUUUUUUUUUWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWLOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.55.00'56.63'LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.SDSDSTA 1+541" WATER SVCSTA 1+651" WATER SVCSTA 2+171" WATER SVCSTA 2+451" WATER SVCSTA 2+811" WATER SVCSTA 3+201" WATER SVCSTA 3+441" WATER SVCSTA 3+981" WATER SVCSTA 4+081" WATER SVCSTA 1+02 5.0' LTINSTALL 8X8 TEESTA 4+49.36 5.0' LTINSTALL NEW 8X8 TEEWOONERF E STA 2+58STA 1+31 5.0' LTINSTALL 8X6 TEEINSTALL 7.5' FHYD ASS'Y 18'LTSTA 1+26 5.0' LTINSTALL 8' GVSTA 4+36 5.0' LTINSTALL 8" GVESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESES2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\W-5 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-W-5BOZEMANMONTANACPKCPKKDJ06/2015WOONERF C & WOONERF D0+00 - END & 0+00 - ENDTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 1 AND 2WATER IMPROVEMENTSEXISTINGGROUNDASPHALTWOONERF CINSTALL 315.99 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDING0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETWOONERF DINSTALL 347.25 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGWESTMORLAND DRIVEEXISTING GROUNDASPHALTINSULATIONSEE DETAILEXISTING ELEV. AT CLASPHALT ELEV. AT CLEXISTING ELEV. AT CLASPHALT ELEV. AT CLWOONERF DWOONERF CWOONERF DWOONERF CLAUREL PARKWAYDURSTON ROADDURSTON ROADLAUREL PARKWAYD-12.18" MIN BETWEENSEWER AND WATERRECORD DRAWINGNOT INSTALLED (A.B.)NOT INSTALLED (A.B.) 8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S0+001+002+003+00 4+00 5+00 UUUUUUDURSTON ROAD WESTMORLAND DRIVEWOONERF EWWWWWWWWWWWWWWWWWWWWWWLOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.SDWOONERF D BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGSTA 0+05.43 6.0' LTWESTMORLAND STA 20+49INSTALL 90° BENDSTA 2+51.68 6.0' LTWOONERF D STA 4+49INSTALL 8X8 TEESTA 0+841" WATER SVCSTA 1+581" WATER SVCSTA 2+101" WATER SVCSTA 2+631" WATER SVCSTA 3+151" WATER SVCSTA 0+721" WATER SVCSTA 3+43 6.0' LTINSTALL 22.5° BENDSTA 3+61 13.5' LTINSTALL 22.5° BEND47304735474047454750475547604730473547404745475047554760FG-EG-4750.45FG-4751.65EG-4751.080+00FG-4751.50EG-4750.98FG-4751.74EG-4751.860+50FG-4751.98EG-4751.82FG-4752.22EG-4751.761+00FG-4752.46EG-4751.66FG-4752.71EG-4751.491+50FG-4752.95EG-4751.14FG-4753.19EG-4751.062+00FG-4753.40EG-4750.86FG-4753.46EG-4750.122+50FG-4753.35EG-4750.20FG-4753.11EG-4754.063+00FG-4752.63EG-4756.28 FG-4751.40 EG-4751.603+50FG-4750.35 EG-4747.88 FG-4749.80 EG-4749.064+00FG- EG-4750.15 FG- EG-4+50FG- EG- STA 0+06INSTALL 90° BENDWESTMORLAND STA 20+49INV 4744.26 STA 2+31INSTALL 8" GVINV 4746.33STA 2+52INSTALL 8X8 TEEINV 4746.43STA 2+65INSTALL 8" GVINV 4746.29 STA 4+29DUSTON STATION 23+42CONNECT TO EXISTING12" WATER MAININV 4742.94 STA 3+93DEFLECT PIPE JOINTSINV 4742.36 STA 3+10DEFLECT PIPE JOINTSINV 4745.84STA 3+43INSTALL 22.5° BENDINV 4744.44 STA 3+61INSTALL 22.5° BENDINV 4743.64 8S8S8S8S8S8S8S8S8S8S8S12+00 13+00 14+00 15+00 16+00SDSDSDSDWWWWWWWWWWWWWBOWWSDSDSDSD NGNGNGNGNGNGDURSTON ROAD EXISTING 12"WATER MAINWESTGATE AVENUESTA 14+85 13.5' LTDURSTON STA 6+57CONNECT TO EXISTING8" WATER STUBSTA 14+32.60 11.0' LTINSTALL 8" CAPAND C.O.B. BLOWOFF47254730473547404745475047554725473047354740474547504755FG-4743.72 EG-4745.48 FG-4743.22 EG-4746.5413+50FG-4742.72 EG-4744.51 FG-4742.22 EG-4744.7114+00FG-4741.76 EG-4743.91 FG-4741.80 EG-4744.1914+50FG-4742.43 EG-4743.06 FG-4742.84 EG-4742.9815+00FG- EG-4742.32 STA 14+93CENTERLINE DURSTONSTA 15+00CONNECT TO EXISTING8" WATER STUBINSTALL NEW 8" GVINV 4735.60 STA 14+31INSTALL 8" PLUG ANDC.O.B. BLOW OFFINV 4734.34 FUTURE 8"WATER MAIN2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\W-6 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-W-6BOZEMANMONTANACPKCPKKDJ05/20151 CONSTRUCTION EDITS8/20/2015 CPKWOONERF E AND WESTGATE AVENUE0+00 - END AND 13+00 TO 15+00THE LAKES AT VALLEY WEST SUBDIVISIONWATER IMPROVEMENTS0505010025HORIZ. SCALEIN FEET055102.5VERT. SCALEIN FEETEXISTING ELEV. AT CLASPHALT ELEV. AT CL EXISTING GROUNDASPHALTWESTGATE AVENUEINTSTALL 73.4 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGWOONERF EINTSTALL 417.4 L.F. 8" D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING ELEV. AT CL ASPHALT ELEV. AT CL REV. 1: 22.5° BENDS ADDED TO GIVE POWER POLEMORE CLEARENCE DURING CONSTRUCTION.RECORD DRAWINGINV=41.5 (A.B.)INV=41.85 (A.B.)NORTON SS FORCE MAINS21"NOT TO SCALESTA 4+00 TO 4+30 AS-BUILT DETAIL45° BENDSLAUREL GLEN SS FORCE MAININV=38.6 (A.B.)INV=41.05 (A.B.)15'5.5'DURSTON 12" MAINWATER STUB SHIFTED WEST2.16' TO MAINTAIN CLEARENCEOFF NEW SEWER MAIN. (A.B.)SEE SHEET SS-1. NGNGNG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG NGNGNGNGBT BT B T BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTVBTVBTVBTVBTVNGNGNGNGNG ESESESESESESESESESESES ES ES ES ESESESESESESESESESESESES LOT 14320 sq.ft. LOT 23780 sq.ft. LOT 34050 sq.ft. LOT 44050 sq.ft. LOT 5 LOT 153000 sq.ft.LOT 163440 sq.ft. LOT 173684 sq.ft.LOT 183119 sq.ft. LOT 186000 sq.ft. LOT 135072 sq.ft.LOT 115605 sq.ft. LOT 125072 sq.ft. LOT 196551 sq.ft. LOT 225250 sq.ft. LOT 205763 sq.ft. LOT 215250 sq.ft. LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft. LOT 143000 sq.ft.LOT 133829 sq.ft. LOT 223452 sq.ft. LOT 233000 sq.ft. LOT 243000 sq.ft. 12+00 13+00 14+00 15+00 15+50 0+001+002+0012+00 13+00 14+00 15+00 15+50 U U U U U U U U U8S 8S8S8S8S8S8S8S8S8S 8S 8S 8S8S8S8S8S 8S8S8S8S8S8S 8S 8S 8S WWWWWWWWWWWWWWWW W W W W WWWWWWWBO WBO W W W W W WWWWWWWBO WWW W W W EMERGENCY OVERFLOWOVEFLOW ELEV= 40.20SEE DETAIL SD-31 SD-33 Storm Drain 4720 4725 4730 4735 4740 4745 4750 4755 4720 4725 4730 4735 4740 4745 4750 4755 FG-EG--0+50 FG-EG-FG-4739.00EG-4742.310+00 FG-4740.27EG-4743.62FG-4738.70EG-4743.680+50 FG-4738.70EG-4743.58FG-4738.70EG-4743.521+00 FG-4738.70EG-4743.20FG-4738.70EG-4744.651+50 FG-4738.70EG-4745.24FG-4738.70EG-4745.492+00 FG-4738.70EG-4746.25FG-4738.70EG-4747.232+50 FG-4738.70EG-4748.12FG-4738.78EG-4748.713+00 FG-4738.95EG-4749.46FG-4739.13EG-4750.163+50 FG-4739.31EG-4750.91FG-4739.49EG-4751.654+00 FG-4739.67EG-4752.22FG-4739.86EG-4752.314+50 FG-4746.29EG-4752.89FG-4748.61EG-4753.445+00 FG-4746.79EG-4753.71FG-4746.96EG-4753.955+50 FG-4747.11EG-4754.05FG-4747.24EG-4754.086+00 FG-4747.36EG-4753.99FG-4747.49EG-4754.116+50 FG-4747.62EG-4754.14FG-4747.74EG-4753.607+00 FG-4747.85EG-4753.35FG-4747.74EG-4752.957+50 FG-4747.92EG-4752.70FG-4748.23EG-4752.378+00 FG-4747.98EG-4750.13FG-4748.02EG-4749.408+50 FG-4747.43EG-4748.86FG-4746.61EG-4748.229+00 FG-4747.18EG-4748.64FG-4746.59EG-4747.799+50 FG-4747.16EG-4746.93FG-4747.12EG-4746.6310+00 FG-4747.75EG-4747.46FG-4748.45EG-4748.3410+50 FG-4749.14EG-4746.28FG-4750.01EG-4746.1311+00 FG-4750.22EG-4746.19FG-4750.33EG-4746.3211+50 FG-4750.45EG-4746.67FG-4750.67EG-4748.1112+00 DETENTION POND BOTTOM ELEV= 37.2 24" CONC. F.E.S.INV= 38.5024" CONC. F.E.S.INV= 38.70STA 4+52.2530" CONC. F.E.S.0.70%STA 4+57.25END PIPE INV=4739.89DROP INLET #1 (48'' DIA)STA 7+60.13RIM ELEV=4747.40INV IN (E) = 4741.91INV OUT (W) = 4741.40DEPTH = 6.75'CURB INLET #1 (36 DIA)STA 8+94.79RIM ELEV=4746.66INV IN (E) = 4742.56INV OUT (W) = 4742.56DEPTH = 4.85'CURB INLET #2 (36 DIA)STA 9+54.91RIM ELEV=4746.67INV IN (E) = 4743.34INV OUT (W) = 4742.84DEPTH = 4.58'DROP INLET #2 (24'' DIAMETER)STA 10+02.36RIM ELEV=4747.10INV OUT (W) = 4743.56DEPTH = 4.29'OUTLET STRUCTURE #1 (48'' DIA)STA 0+16.00RIM ELEV=4742.50INV IN (E) = 4738.60INV OUT (NW) = 4738.60DEPTH = 4.65'300.88 LF 24" A-2000 PVC @ 0.50% 131.19 LF 18" A-2000 PVC @ 0.50% 57.12 LF 18" A-2000 PVC @ 0.50%44.95 LF 12" SDR-35 PVC @ 0.50% 7.36 LF 18"ADS N-12 HDPE @ 0.71%7.16 LF 18"ADS N-12 HDPE @ 0.71% 2880 Technology Blvd- WestBozeman, MT 59718 Phone: (406) 587-0721Fax: (406) 922-6702 0 5050 10025 HORIZ. SCALE IN FEET 0 1010 205 VERT. SCALE IN FEET SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SD-1 SD-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016 COPYRIGHT MORRISON-MAIERLE, INC., 2016 APPR. BY: DATE: DATE: BY: DSGN. BY: Q.C. 5352.004 - SD-1 BOZEMAN MONTANA CPK MGH JRN 06/2015 1 CONSTRUCTION EDITS 07/14/2015 CPK STORM DRAIN0+00 - 12+00 THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2STORM DRAIN IMPROVEMENTS EXISTING GROUND FINISH GRADE PROPOSED CONTOURS LAUREL PARKWAYDURSTON ROAD CUT EXISTING PONDOUTLET PIPEEL= 40.5± RECORD DRAWING FIELD ORDER #2: MANHOLE MOVED 24.5' WEST TO PROVIDE MORE CLARENCE OVER WATERLINE. 18" PVC ENCASED IN 24" PVC OVER WATERLINE CROSSING. SIDEWALK SHIFTED TO FIT INLET RIM. (A.B.)48" (A.B.)48" (A.B.)36" (A.B.)7+35.16 (A.B.)47.62 (A.B.)18" INV IN (E) = 41.79 (A.B.)24" INV OUT (W) = 41.29 (A.B.) NGNGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGES ES ES ES ES ESESESESESESES ESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESESLOT 186000 sq.ft.LOT 56049 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.S89°46'59"W 133.96LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.UUUUUUUUU8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S 8S8S8S8S8S8SW W W W W WW WWWWWWWWW W W W W W W W W W W W W W W W W EXISTING 88" X 54" ARCPCULVERT TO BE EXTENDEDUNDER SEPARATE CONTRACTINLET STRUCTURE AND PIPETO BE CONSTRUCTED UNDERSEPARATE CONTRACTDETENTION POND #210-YR WSEL= 45.00BOTTOM ELEV= 44.00VOLUME= 2100 CFSD-324725473047354740474547504755476047254730473547404745475047554760FG-4750.01EG-4746.1311+00FG-4750.22EG-4746.19 FG-4750.33 EG-4746.3211+50FG-4750.45 EG-4746.67 FG-4750.67 EG-4748.1112+00FG-4750.91 EG-4749.19 FG-4751.15 EG-4749.6812+50FG-4751.40 EG-4749.73 FG-4751.58 EG-4750.0313+00FG-4751.51 EG-4750.50 FG-4751.36 EG-4750.9613+50FG-4751.20 EG-4751.12 FG-4751.07 EG-4751.0614+00FG-4751.47 EG-4750.54 FG-4751.75 EG-4750.4814+50FG-4750.74 EG-4749.08 FG-4749.73 EG-4748.0315+00FG-4748.72 EG-4747.86 FG-4747.83 EG-4747.9215+50FG-4748.10 EG-4747.72 FG-4748.15 EG-4747.8416+00FG-4748.00 EG-4747.74 FG-4744.03 EG-4746.8516+50FG-4743.83 EG-4745.22 FG-4743.63 EG-4744.5317+00FG-4745.87 EG-4744.74 FG-4744.59 EG-4744.4817+50FG- EG- FG- EG-18+00DETENTION PONDDROP INLET #3 (24'' DIA)STA 15+49.17RIM ELEV=4747.75INV OUT (E) = 4744.70DEPTH = 3.80' CURB INLET #3 (36'' DIA)STA 15+73.86TBC ELEV=4748.47INV IN (W) = 4744.54 INV OUT (E) = 4744.54DEPTH = 4.68' CURB INLET #4 (36'' DIA)STA 16+02.86TBC ELEV=4748.47INV IN (W) = 4744.35 INV OUT (E) = 4744.35DEPTH = 4.87' OUTLET STRUCTURE #2 (48'' DIA)STA 17+31.17RIM ELEV=4747.00INV IN (E) = 4743.40 INV OUT (W) = 4743.40DEPTH = 4.35'22.18 LF 12" SDR 35 PVC @ 0.72%26.00 LF 12" SDR-35 PVC @ 0.73%STA 17+4615" F.E.S. STA 17+1515" F.E.S.STA 16+3915" F.E.S.STA 16+36END PIPE INV=4744.11 35.00 LF 12" SDR-35 PVC @ 0.72%11.00 LF 12" N-12 HDPE @ 0.71%END PIPE INV= 43.489.60 LF 12" N-12 HDPE @ 1.00%END PIPE INV= 43.302880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEET01010205VERT. SCALEIN FEETSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SD-1 SD-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-2BOZEMANMONTANACPKMGHJRN06/20151 CONSTRUCTION EDITS07/14/2015 CPKSTORM DRAIN0+00 - 12+00THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2STORM DRAIN IMPROVEMENTSEXISTING GROUNDFINISH GRADEPROPOSEDCONTOURSDURSTON ROADLAUREL PARKWAY WESTMORLAND DRIVE STORM DRAIN ELEVATIONS ANDPIPE LENGTHS REVISED 7/14/2015RECORD DRAWING36" (A.B.) 48" (A.B.) 48" (A.B.) INV = 43.28 (A.B.) AA4'TYP.6'1.0'6" MINREINFORCED CONCRETEFLARED END SECTION (F.E.S.)SIZE PER PLANFINISHED GRADEGROUT THE SPACE BETWEENPIPE AND F.E.S. ALL AROUND,TO 12" MIN DEPTHEXCAVATION FOR F.E.S.PIPE STATION AND INVERT ELEV. PER PLAN PVC/ HDPE STORM DRAIN PIPEPER PLAN15 N. 25th Street, Suite 102Billings, MT 59101Phone: (406) 656-6000Fax: (406) 237-1201REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SD-3 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-3BOZEMANMONTANACPKMGHJRN06/2015STORM DRAIN DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2POND 2 OUTLET STRUCTURE2SD-2EMERGENCY OVERFLOWN.T.S.POND 1 OUTLET STRUCTURE1SD-13-CONCRETE FLARED END SECTION FOR NON-CONCRETE PIPES4-C:\Users\ckrause\THE LAKES\HICKMAN SIGNATURE.jpgRECORD DRAWING NG NG NG NG NG NG NG NG NG NG NG NG NG ESESESESESESESESESESESESESESESESESESESESESESWWWWWWWWWWWWWWWWWSDSDSDSD2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\SD-4 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Aug/02/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-SD-4BOZEMANMONTANAMDHMGHJRN07/2015STORM DRAIN DETAILS“”“”“”INSPECTIONPORT68 LF-8" DIA.PERFORATED HDPE PIPE@0.00% I.E.= (48.30)54' LF-12" HDPE@ 0.70%STA. 7+98.50 CURB INLET #6TBC = 55.0312" IE (W) = 50.10STA. 7+98.50CL CURB INLET #5TBC = 55.0312" IE (E) =12" IE (W)= 49.52CONNECT TO 8"SOLID HDPE16 LF-12" SDR35PVC @2.00%PROTECT EXISTING AND PROPOSED UNDERGROUND UTILITIESAPPROXIMATEEDGE OF WATERPROTECT EXISTINGLAKE CONNECTORPIPE AND WSELCONTROLSTRUCTURECL LAUREL PARKWAY (90' R.O.W.)THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2STORM DRAIN IMPROVEMENTS58 LF-12" SDR35PVC @ 1.00%APPROXIMATEEDGE OF EXISTINGWETLANDSI.E. = 47.92RIPRAP ENERGYDISSIPATOR/LEVELSPREADERREGRADE AREA10'24" HDPE@ 2.00%12" HDPE W/45°BEND@0.00%I.E.=50.20515253RECORD DRAWINGINLETS BUILT WITH PIPE CENTERED ON STRUCTURE AT STA 8+00. (A.B.)54.53(A.B.)54.53(A.B.)8+00 (A.B.)8+00 (A.B.)54.44 (A.B.) 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\E-1 TO E-5 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-1BOZEMANMONTANAARGARGKDJ01/2015ACB06/2015SYMBOL LEGEND AND ABBREVIATIONSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2LIGHTING IMPROVEMENTSINCOMING ELECTRICAL SERVICEDIVISION OF RESPONSIBILITYELEC.CONTR.UTILITYCO.PRIMARY CONDUITXPRIMARY CONDUCTORSXPAD MOUNTTRANSFORMER W/PADXTRANSFORMERCONNECTIONSXSECONDARY CONDUIT XSECONDARYCONDUCTORSXDISCONNECTXMETER BASEXMETERXAVAILABLE FAULTCURRENT AT SERVICEPOINT:x,xxxA @ 120/240V 1P, 3W XFMRNOTES:1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES.POWER CONTACT:LINDA GALENORTHWESTERN ENERGYBOZEMAN, MT(406) 582-4608ELECTRICAL SYMBOL LEGENDSYMBOLDESCRIPTIONSMOUNTINGHEIGHT, UNOBRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRESIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONGTICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOREACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDEDWITH EACH HOME RUN.RACEWAY BELOW FLOOR OR BELOW GRADERACWAY STUB-OUT OR STUB-UP WITH BUSHED ENDPAD MOUNTED TRANSFORMERUTILITY ELECTRIC METER SEE DETAIL 8/E0.2.METERLINE BREAKHANDHOLE SEE DETAIL 6/E0.2KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET.POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURETYPE.PHOTOCELLDUPLEX RECEPTACLE.18"SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18"JUNCTION BOXFUSED DISCONNECT SWITCHBRANCH CIRCUIT PANELBOARDBREAKERCONTACTOR1. 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 HEIGHTSINDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGSOR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED.M1CABBREVIATIONSA or AMP AMPERESAC ALTERNATING CURRENTA/C AIR CONDITIONINGAFAMP FUSEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEALALUMINUMAS AMP SWITCHBAS BUILDING AUTOMATION SYSTEMBKR BREAKERCRACEWAY/CONDUITCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISIONCKT CIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRL CONTROLCU COPPERDISC DISCONNECTDIST DISTRIBUTIONDPDT DOUBLE POLE DOUBLE THROWDWG DRAWINGEAEACHEFEXHAUST FANELEC ELECTRICEMT ELECTRICAL METALLIC TUBINGEQUIP EQUIPMENTEX OREXISTEXISTINGFDFUSED DISCONNECTFLR FLOORFO FIBER OPTICFVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSINGGEC GROUNDED ELECTRODE CONDUCTORGFI GROUND FALUT INTERRUPTERGND GROUNDGRC GALVANIZED RIGID CONDUITHID HIGH INTENSITY DISCHARGEHOA HAND-OFF-AUTOMATICHP HORSEPOWERHPS HIGH PRESSURE SODIUMHTR HEATERHZHERTZJ-BOX JUNCTION BOXKVA KILOVOLT AMPERESKW KILOWATTSLTG LIGHTINGMAX MAXIMUMMH METAL HALIDEMIN MINIMUMNNEUTRALNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFD NON-FUSED DISCONNECTNIC NOT IN CONTRACTNO NORMALLY OPEN#NUMBEROC ON CENTEROH OVERHEADPPOLEPB PUSHBUTTONPNL PANELPVC POLYVINYL CHLORIDE CONDUITPWR POWERRECEPT RECEPTACLERGS RIGID GALVANIZED STEELRM ROOMRVNR REDUCED VOLTAGE NON-REVERSINGRVR REDUCED VOLTAGE REVERSINGSPSINGLE POLE TOGGLE SWITCHSPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSSPB START-STOP PUSHBUTTONSW SWITCHTC TIME CLOCKTD TIME DELAYTSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARDTYP TYPICALUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTEDVVOLTVAVOLT AMPERESWWATTSWP WEATHERPROOFW/O WITHOUTXFMR TRANSFORMERYWYE CONNECTEDDELTA CONNECTEDPHASE*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 REQUIREDTO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTORSHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TOCOMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDESAID WORK IN THE BID.2. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE INACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIPIN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BYTELEPHONE 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 OFCURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITHCIVIL DRAWINGS PRIOR TO ROUGH-IN.4. ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDTREQUIREMENTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL.5. CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANYCONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NOCIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TONOTIFICATION.6. THE CONTRACTOR SHALL BE RESPONSIBLE THE COORDINATION OF ALLELECTRICAL SERVICE WORK WITH NORTHWESTERN ENERGY. OWNER PAYS ALLFEES, CONTRACTOR DOES ALL SCHEDULING AND COORDINATION OFNORTHWESTERN ENERGY WORK. CONTACT LINDA GALE (PH: 406-582-4608) ATNWE FOR UTILITY INFORMATION. IT IS THE SOLE RESPONSIBILITY OF THECONTRACTOR TO ENSURE ALL SCHEDULES ARE MET. LUMINAIRE SCHEDULESYMBOL TYPE LAMPSDESCRIPTIONSMANUFACTURER CATALOG NO. OR SERIESMOUNTING/VOLTAGEE1 95W LEDFULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, AND HUNTER GREEN FINISH. MOUNTBOTTOM OF FIXTURE AT 35' AFG ON TAPERED - ROUND STEEL POLE. MOUNT ON CONCRETEBASE.KIM LIGHTINGAR-1A-3P-35-80L-4K-CC-HUNTERGREEN (RAL#6005)POLE: PTRS35-85120-CC-RAL#6005POLE/240E2 65W LEDFULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, DARK BRONZE FINISH. MOUNT BOTTOMOF FIXTURE AT 25' AFG WITH SQUARE STEEL POLE. MOUNT ON CONCRETE BASE.KIM LIGHTINGSAR-1SA-3-E35-60L-4K-DB-A-32POLE: KSS25-4180-DBPOLE/240E3 34W LED8 FT PEDESTRIAN, FULL CUTOFF, POST-TOP LUMINAIRE WITH TYPE III DISTRIBUTION. MOUNT ONCONCRETE BASE.CREEPWY-EDG-3M-P8-02-D-24-BZ-FPOST TOP/240RECORD DRAWING 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\E-1 TO E-5 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-2BOZEMANMONTANAARGARGKGJ01/2015ACB06/2015ELECTRICAL DETAILSPOLE BASE DETAIL (TYP)REINFORCED CONC.BASE BY E.C.BUSH CONDUITSBASE COVERPROVIDE FUSE(S) IN CKT. TOBALLAST. FUSE(S) SHALL BEBUSS TYP. BBS. FUSE HOLDERSSHALL BE BUSS "TRON" HEBWATERPROOF. SIZE OF FUSESHALL BE AS REQUIRED BYLUMINAIRE MANUFACTURER.CONNECT GROUND TO POLEBASE W/ BOUNDRY #GB4CPROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OFBASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT(ONE ABOVE AND ONE BELOW BASE FLANGE).GROUT VOID BETWEEN BASE FLANGE AND TOP OFCONCRETE, LEAVING DRAIN HOLE. HAND FINISH.SEE DETAIL 5 ON THIS SHEETTHWN CONDUCTOR AS SHOWN ON PLANSPROVIDE 1' OF COILED SLACK ONCONDUCTOR FEED THRUHANDHOLE - 4" X 6" (NOMINAL)NOTE:CONTRACTOR SHALL COORDINATE AND PROVIDEBOLT COVER FROM THE POLE MANUFACTURER TOENSURE THE CLEANEST LOOK POSSIBLE.BEAKAWAY BOLT COUPLING (TYP)25' AFGFINISHED GRADETYPE E2 LUMINAIRE35' AFGFINISHED GRADETYPE E1 LUMINAIRE8' AFGFINISHED GRADETYPE E3 LUMINAIREPOWER CONDUITTRENCH SAND6" BELOW & 8" ABOVE CONDUIT.COMPACT TO 90% RELATIVEDENSITY.COMPACT BACKFILL TO 90% OFRELATIVE DENSITY. 95% OFT-99 ACROSS ROAD WAYSEDGE OF TRENCH TO BE 36" MIN.FROM EDGE OF WATER OR SEWERNEW TOPSOIL36"MINEXISTING TOPSOILUNDISTURBED EARTH12"MIN.SHOW SEPARATE 6" WIDE MARKINGTAPE 15-18" BELOW FINISHED GRADETYPICAL TRENCH DETAILTYPE HANDHOLE DETAILTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2LIGHTING IMPROVEMENTS1245736RECORD DRAWING 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\E-1 TO E-5 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-3BOZEMANMONTANAARGARGKDJ01/2015ACB6/2015ELECTRICAL DETAILS1"C TO LIGHTING (TYP)2"C.0 TO TRANSFORMERFINISHED GRADEMETER BASE PEDESTAL WITHLEVER BYPASS, 120/240V, 1Ø100A MCB.METER BASE DETAILSCALE:INTEGRAL LOAD CENTER2CONCRETE BASENOTE:CONTRACTOR SHALL PROVIDE 1-1" SPARE C.O.STUBBED TO OUTSIDE CONCRETE PAD.120/240V, 1P, 3W,PAD MOUNT XFMRBY UTILITYONE-LINE DIAGRAMNO SCALESCALE:THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2LIGHTING IMPROVEMENTSINTEGRAL INTEGRAL PHOTOCELL AND LIGHTINGCONTACTOR SIZE FOR (4) 2P, 20A RATEDCONTACTSTHE LAKE METER M1MILBANK, CP2B51115ASP WITHBASE: CP-16PDMNT-CALT1GND RODS#6 CURECORD DRAWING 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702040408020HORIZ. SCALEIN FEETREVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\E-1 TO E-5 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Aug/02/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-4BOZEMANMONTANAARGARGKDJ01/2015ACB06/20151 CONSTRUCTION EDITS07/09/2015 CPKPHASE 1 & 2 LIGHTING PLANP HA S E 1 PHASE 2 LAUREL PARKWAY WESTMORLAND DRIVEDURSTON ROADE3E3E2E2E1E1E2E2E2E1E2E3E3E3E3E3E3E32-#10CU & 1-#10 GND IN 1" CPOLE 1POLE 2POLE 3POLE 4POLE 5POLE 6POLE 7POLE 8POLE 10POLE 11POLE 9POLE 12POLE 13POLE 14POLE 15POLE 16POLE 17POLE 184-#10CU & 1 #10GND IN 1" CCOMBINATIONMETER/LOAD CENTER'THE LAKES M1' SEEDETAILS 1 AND 2 ONSHEET E-3M12-#10CU & 1-#10 GND IN 1" C2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1 #10GND IN 1" C2-#10CU & 1 #10GND IN 1" C2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1 #10GND IN 1" C2-#10CU & 1 #10GND IN 1" C2-#10CU & 1 #10GND IN 1" CM-2,4M-2,4M-2,4M-2,4M-2,4M-2,4M-2,4M-2,4M-2,4M-1,3M-1,3M-1,3M-1,3M-1,3M-1,3M-7,9M-7,9M-7,9THE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2LIGHTING IMPROVEMENTSSTUB AND CAP 1" C.O.FROM POLE BASE FORFUTURESTUB 2"C.O. ATTRANSFORMER.2-#10CU & 1-#10 GND IN 1" C2-#10CU & 1-#10 GND IN 1" CMATCHLINETHE LAKES PHASE 1 & 2 LIGHTING PLAN1" = 40'SCALE:1POLE 1 AND POLE 4 LOCATIONSUPDATED 07/09/2015RECORD DRAWINGADDED PULL BOX (A.B.)HHHHHHHHHHUUUUUUUUUUUUUUUUUUUUUULOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 364500 sq.ft.LOT 344364 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 284000 sq.ft.LOT 274500 sq.ft.LOT 354086 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 334363 sq.ft.30.00'39.98'25.12' 55.00' 56.63'81.80'30.50'LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.LOT 314362 sq.ft. 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-67020505010025HORIZ. SCALEIN FEETREVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\E-1 TO E-5 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-E-5BOZEMANMONTANAARGARGKDJ01/2015ACB6/2015LAUREL PARKWAY LIGHTING PLANE1POLE 19E1POLE 20E1POLE 21E1POLE 22E1POLE 23M-5,7M-5,7M-5,7M-5,7M-5,72-#10CU & 1 #10GND IN 1" C2-#10CU & 1 #10GND IN 1" C2-#10CU & 1 #10GND IN 1" CFUTURE N.I.C.FUTURE N.I.C.2-#10CU & 1 #10GND IN 1" CTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2LIGHTING IMPROVEMENTSFUTURE LUMINAIRE.N.I.CFUTURE LUMINAIRE.N.I.C1" C.O.STUB AND CAPCONDUIT FOR FUTUREUSE.LAUREL PARKWAYMATCHLINELAUREL PARKWAY LIGHTING PLAN1" = 40'SCALE:1RECORD DRAWINGHHHHHH-0+50 0+00U LOT 25 6500 sq.ft.LOT 8 5240 sq.ft. LOT 36 4500 sq.ft. 81.80'205.52' NOTE: MINIMUM 6.5' BURYREQUIRED TO TOP OFWATER SERVICETYPE 2 PIPE BEDDINGWHERE REQUIRED FORSOFT OR UNSTABLEFOUNDATION6"4"4.0' MINIMUM WIDTH12" INSULATION TABLE FOR WATER/SEWER LINE (SIZES 2" TO 12")3" MINUMUM112 " (-) WASHEDROCK6" DIAMETER SCHEDULE40 PVC PIPEMIN 12"MAX 18"CONCRETE SIDEWALKDEPTH PER PLANCOMPACTED SUBGRADE112 " (-) CRUSHED BASEDEPTH PER PLAN6" DIAMETER SCHEDULE40 PVC PIPEMIN 12"MAX 18"CONCRETE CURBAND GUTTER6" (-) UNCRUSHED BASETBCROAD SECTIONSIDEWALK SECTIONCOMPACTED ROADSOILS PER PLAN3- A-2000 UTILITY CONDUITS6" OR 12" PER PLANMIN 30"MAX 40"FINISH 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.2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-1 D-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/11/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-1BOZEMANMONTANADSKDJKDJ05/2015DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ASPHALT RESTORATION DETAIL3-WATER/ SEWER INSULATION2-TYPICAL CURB DELINEATOR LOCATIONS1-CARSONITE DELINEATORS6'3.17'CARSONITE DELINEATORSSTOP/ STREET SIGNIRRIGATION CONDUIT4-UTILITY CONDUIT5-3' MIN4' MINRECORD DRAWING 2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-1 D-2 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-2BOZEMANMONTANACPKKDJKDJ06/2015DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2TOOLED JOINTSBOULEVARD SIDEWALKPEDESTRIAN RAMP (6" THICK)C.O.B. STD DWG 02529-8BOULEVARD SIDEWALKPEDESTRIAN RAMP (6" THICK)C.O.B. STD DWG 02529-8PEDESTRIAN CROSS WALK DETAILWOONERF ENTRANCE AND PEDESTRIAN CROSSING CONCRETE DETAILWOONERF DRIVEWAY ACCESS DETAIL1-2-3-4.5'5'9'5'5.67'5.6'22'28'5FT WIDE TOOLED JOINTS TOLINE UP WITH 5FT WIDECONCRETE RIBBON ALONGSTREET.END C.O.B. R.O.W.19'VARIES2'CONCRETE BORDER5FT WIDE CONCRETESIDEWALK CONTINUES TOOPEN SPACE17'ASPHALTSTD C.O.B. DEAD-ENDBARRICADENOTES:-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" DEEPRECORD DRAWINGEXTENSION OFEDGE OF ASPHALT17'DECORATIVE CONCRETE CROSSWALK AS-BUILT(NOT TO SCALE)5FT7FTSTAMPED PATTERNPER DESIGN.1FT BORDER,SMOOTH FINISH.WOONERF INTERSECTION DECORATIVECONCRETE AS-BUILTNOT TO SCALE LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.STA 1 0 + 7 4 . 2 P T 52.80 TBC 1 5. 5 0' L T STA 10+74.252.80TBC 15.50' RTSTA 11+28.253.07TBC 15.50' RTSTA 11+28.2 PT53.07TBC 15.50' LTSTA 10+74.2 PT52.42EA 13.50' LTSTA 1 0 + 8 3. 9 52.35 FL 16. 5 0' L T STA 10 + 8 7 . 2 52.49 EA 19.5 0' L T STA 11+25.2 PT52.67EA 13.50' LTSTA 11+15.652.50FL 16.50' LTSTA 11+12.352.61EA 19.50' LTSTA 10+98.252.95CLSTA 10+74.252.83CLSTA 11+28.253.10CLSTA 0+ 3 0 . 5 P T 52.89 TBC 9.0 0 ' L T STA 0+30.5 PT52.85EA 10.00' RTSTA 0+30.5 PT52.95TBC 15.00' RTSTA 0+30.552.68CLLOT 85240 sq.ft.LOT 95463 sq.ft.STA 13+31.2 PT54.08TBC 15.50' LTSTA 13+31.2 PT54.08TBC 15.50' RTSTA 13+89.8 PT53.82TBC 15.50' RTSTA 13+89.8 PT53.49TBC 15.50' LTSTA 13+65.254.02CLSTA 0+29.9 PT53.54TBC 15.00' LTSTA 0+29.9 PT 53.44EA 10.00' LTSTA 0+31.0 PT53.44TBC 9.00' RTSTA 0+30.653.36CL STA -0+15.5 PT53.99TBC 0.00'LOT 256500 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.10+0011+00STA 14+62.5 PT53.11TBC 15.50' RTSTA 14+74.8 PT53.10TBC 13.25' RTSTA 14+87.2 PT53.02TBC 11.00' RTSTA 14+93.2 PT52.98TBC 11.00' RTSTA 10+02.5 PT53.17TBC 25.50' LTSTA 9+96.5 PT53.26TBC 25.50' LTSTA 9+82.9 PT53.39TBC 28.25' LTSTA 9+69.3 PT53.50TBC 31.00' LTSTA 9 + 6 9.3 P T 53.50 TBC 3 1. 0 0' R T STA 9 + 8 2. 9 P T 53.3 9 TBC 2 8. 25' R T STA 9+ 9 6.5 P T 53.19TBC 2 5. 5 0' R T STA 10+04.2 PT53.15TBC 25.50' RTSTA 10+56.2 PT52.36TBC 25.50' RTSTA 10+62.2 PT52.27TBC 25.50' RTSTA 10+75.8 PT51.97TBC 28.25' RTSTA 10+89.4 PT51.70TBC 31.00' RTSTA 10+54.5 PT 52.39TBC 25. 50' LTSTA 10 + 6 2. 2 P T 52.27 TBC 25. 5 0' L T STA 1 0 + 7 5. 8 P T 51.9 7 TBC 2 8. 2 5' L T STA 1 0 + 8 9 . 4 P T 51.70 TBC 3 1. 0 0' L T STA 14+62.5 PT52.78TBC 15.50' LTSTA 14+7 4.8 PT52.98TBC 13.25' LT STA 1 4 + 8 7. 2 P T 52.90 TBC 1 1. 0 0' L T STA 1 4 + 9 4 . 3 P T 52.77 TBC 1 1. 0 0' L T STA 15+75.3 PT52.69TBC 11.00' LTSTA 15+81.3 PT52.79TBC 11.00' LTSTA 15+93.6 PT52.96TBC 13.25' LTSTA 16+06.0 PT53.12TBC 15.50' LTSTA 1 5 + 7 4. 2 P T 52.97 TBC 1 1. 0 0' R T STA 1 5 + 8 1. 3 P T 53.07 TBC 1 1. 0 0' R T STA 15+93.6 PT53.15TBC 13.25' RTSTA 16+06.0 PT53.22TBC 15.50' RTSTA 14+62.553.14CLSTA 14+74.152.66CLSTA 14+87.252.58CLSTA 16+06.053.15CLSTA 15+81.352.56CLSTA 15+94.352.68CLSTA 1 0 + 2 9. 4 53.09 CL STA 1 0 + 6 2. 2 52.60 CL STA 1 0 + 6 7. 4 P T 53.09 TBC 4. 0 0' R T STA 10+67.5 PT52.75TBC 7.00' RTSTA 1 1 + 0 0. 0 52.59 TBC 4 . 0 0' R T STA 11+00.152.26TBC 7.00' RTSTA 9+91.3 PT54.19TBC 4.00' LTSTA 9 + 9 1 . 2 P T 53.87 TBC 7. 0 0' L T STA 9+83.254.02TBC 7.00' LTSTA 9+83.354.35TBC 4.00' LTSTA 9+69.654.22TBC 7.00' LTSTA 9+69.254.56TBC 4.00' LTLOT 105870 sq.ft.LOT 256500 sq.ft.STA 16+46.153.47CLSTA 16+58.453.55CLSTA 16+70.753.61CLSTA 17+36.853.68CLSTA 17+49.253.65CLSTA 17+61.553.60CLSTA 16+46.1 PT53.44TBC 15.50' RTSTA 16+58.3 PT53.57TBC 13.25' RTSTA 16+70.6 PT53.72TBC 11.00' RTSTA 17+36.8 PT 53.79TBC 11.00' RTSTA 17+49.2 PT53.68TBC 13.25' RTSTA 17+61.5 PT53.57TBC 15.50' RTSTA 17+61.5 PT53.57TBC 15.50' LTSTA 17+49.2 PT53.68TBC 13.25' LTSTA 17+36.8 PT53.79TBC 11.00' LTSTA 16+70.8 PT 53.72TBC 11.00' LTSTA 16+58.5 PT 53.58TBC 13.25' LTSTA 16+46.1 PT53.44TBC 15.50' LTSTA 0+25.5 PT 53.44TBC 9.00' LTSTA 0+26.6 PT 53.48TBC 15.00' RT STA 17+30.8 PT53.80TBC 11.00' LTSTA 16+76.8 PT53.75TBC 11.00' LT STA -0+11.0 53.81TBC 0.00'2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-3 TO D-5 INTERSECTION DETAILS- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-3BOZEMANMONTANACPKCPKKDJ06/20151 UPDATED LABELS09/16/2015 CPK020204010HORIZ. SCALEIN FEETINTERSECTION DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSWESTMORLAND DRIVE/ WOONERF AR-2, R-51WESTMORLAND DRIVE/ WOONERF BR-2, R-52WESTMORLAND DRIVE/ WOONERF CR-3, R-64WESTMORLAND DRIVE/ LAUREL PARKWAYR-3, R-43NOTES:1. TBC= TOP BACK 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. DECORATIVE CROSS WALK SEE DETAILD-21RECORD DRAWING LOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 5LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.STA 3+61.7 PT50.93TBC 15.00' RTSTA 3+62.7 PT50.32TBC 9.00' LTSTA 2+72.5 PT49.96TBC 15.00' LTSTA 2+72.5 PT49.91TBC 9.00' RTSTA 2+72.549.73CL STA 2+07.550.70CLSTA 2+07.5 PT50.94TBC 15.00' LTSTA 2+07.5 PT50.88TBC 9.00' RTSTA 2+43.550.16CLSTA 3+62.350.60CLSTA 2+76.5 PT49.81TBC 10.00' LTSTA 2+93.5 PT49.59TBC 9.00' RTSTA 2+93.5 PT49.41TBC 0.00'STA 2+93.5 PT 49.55TBC 10.00' LT LOT 56049 sq.ft.LOT 65824 sq.ft.STA 20+14.4 PT52.25TBC 11.00' LTSTA 19+89.7 PT52.43TBC 15.50' LTSTA 20+02.0 PT52.34TBC 13.25' LTSTA 19+89.7 PT52.43TBC 15.50' RTSTA 20+02.0 PT52.34TBC 13.25' RTSTA 20+14.4 PT52.25TBC 11.00' RTSTA 20+97.2 PT51.45TBC 11.00' RTSTA 21+10.3 PT51.28TBC 12.87' RTSTA 21+23.9 PT51.13TBC 15.50' RTSTA 21+23.9 PT51.13TBC 15.50' LTSTA 21+12.9 PT51.27TBC 13.68' LTSTA 20+96.1 PT51.47TBC 11.00' LTSTA 20+89.7 PT51.52TBC 11.00' LTSTA 20+73.2 PT52.06TBC 31.16' LTSTA 20+31.6 PT51.67EA 9.20' LTSTA 20+86.9 PT51.16 9.20' LTSTA 20+54.151.65CLSTA 0+11.051.45FL 14.38' LTSTA 0+ 1 4.7 PT 51.54 EA 11.84' L T STA 0+20.851.2913.94' RTSTA 0+ 2 2.4 P T 51.56 EA 10.0 0' L T STA 0+18.751.1317.86' RTSTA 20+51.9 PT51.78TBC 11.00' RTS89°46'59"W 133.96LOT 1STA 24+76.7 PT48.47TBC 15.50' LTSTA 24+76.7 LOW POINT48.47TBC 15.50' RTSTA 25+05.0 PT48.63TBC 15.50' LTSTA 25+05.0 PT48.63TBC 15.50' RTSTA 24+76.748.50CLSTA 25+29.6 PT49.18TBC 25.00' RTSTA 24+68.6 PT49.49TBC 25.00' RTSTA 24+99.149.36CL14+0015+00STA 17+78.7 PT47.92TBC 25.00' RTSTA 18+92.3 PT48.72TBC 25.00' RTSTA 18+37.3 PT48.41TBC 0.00'STA 14+02.3 PT46.85TBC 31.00' RTSTA 13+97.0 LOW POINT46.85TBC 31.00' LTSTA 14+00.047.23CLSTA 13+98.3 PT46.85TBC 31.00' LTSTA 13+97.0 LOW POINT46.85TBC 31.00' RTSTA 13+92.9 PT47.62TBC 7.00' LTSTA 13+93.0 PT47.97TBC 4.00' LT2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-3 TO D-5 INTERSECTION DETAILS- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-4BOZEMANMONTANACPKCPKKDJ06/20151 UPDATED LABELS09/16/2015 CPK020204010HORIZ. SCALEIN FEETINTERSECTION DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSWESTMORLAND DRIVE/ WOONERF E1R-3, R-7WESTMORLAND DRIVE/ DURSTON ROAD2R-3LAUREL PARKWAY/ DURSTON ROAD3R-4WOONERF A/ WOONERF B4R-5NOTES:1. TBC= TOP BACK 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. DECORATIVE CROSS WALK SEE DETAILD-21RECORD DRAWING LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 196551 sq.ft.STA 1+42.3 PT51.53TBC 15.00' RT STA 1+42.6 PT51.30TBC 9.00' LTSTA 1+42.551.25CLSTA 2+15.5 PT51.55TBC 9.00' LTSTA 2+15.5 PT 51.51 EA10.00' RTSTA 2+15.5 PT51.61TBC 15.00' RTSTA 2+50.6 PT51.20TBC 9.00' LTSTA 2+30.7 PT51.47EA 15.00' RTSTA 2+35.7 PT51.35TBC 9.00' LTSTA 2+69.2 PT50.99EA 15.00' RTSTA 2+84.5 PT50.82EA 10.00' RTSTA 2 + 6 3. 7 P T 50.98 EA 10. 0 0' R T STA 2+63.7 PT51.07TBC 9.00' LTSTA 2+90.5 PT50.76EA 7.00' LTSTA 2+92.5 PT50.79TBC 9.00' LTSTA 2+92.5 PT50.74EA 10.00' RTSTA 2+90.5 PT50.86TBC 15.00' RTSTA 3 + 1 8 . 5 P T 50.15 EA 7.0 0' L T STA 3 + 1 8. 5 P T 50.54 EA 10. 0 0' R T STA 2+ 9 2 . 5 P T 50.58 FL 1.5 0' R T LOT 155634 sq.ft.LOT 166489 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.STA 4+19.4 PT53.50TBC 15.00' RTSTA 4+20.4 PT 53.44TBC 9.00' LT STA 4+20.053.34CLSTA 2+10.7 PT53.54TBC 15.00' LTSTA 2+10.753.29CL STA 2+10.7 PT53.47TBC 9.00' RTSTA 2+46.7 PT53.65TBC 9.00' RTSTA 2+46.753.47CLSTA 2+75.7 PT53.56TBC 9.00' RTSTA 2+75.7 PT53.52TBC 15.00' LTSTA 2+79.7 PT53.45EA 10.00' LT 3000 sq.ft.LOT 263750 sq.ft.100'STA 9+89.2 PT52.28TBC 11.00' RTSTA 9+95.2 PT52.35TBC 11.00' RTSTA 10+07.6 PT52.44TBC 13.25' RTSTA 10+19.9 PT52.53TBC 15.50' RTSTA 9+89.2 PT52.28TBC 11.00' LTSTA 9+95.2 PT52.35TBC 11.00' LTSTA 10+07.6 PT52.44TBC 13.25' LTSTA 10+19.9 PT52.53TBC 15.50' LTSTA 9+76.952.02CLSTA 9+89.252.17CLSTA 10+07.652.40CLSTA 10+19.952.56CL3+00STA 3+50.8 PT 57.66TBC 31.00' LT STA 3+50.8 PT57.66TBC 31.00' RTSTA 3+24.3 PT57.61TBC 31.00' RTSTA 3+24.3 PT57.61TBC 31.00' LTSTA 3+28.2 PT58.73TBC 7.00' RTSTA 3+28.2 PT 59.06TBC 4.00' RTSTA 3+50.0 PT58.40TBC 7.00' RTSTA 3+28.2 PT 59.06TBC 4.00' RTSTA 3+50.1 PT 58.73TBC 4.00' RT 100'2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-3 TO D-5 INTERSECTION DETAILS- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-5BOZEMANMONTANACPKCPKKDJ05/20151 UPDATED LABELS09/16/2015 CPK020204010HORIZ. SCALEIN FEETINTERSECTION DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTS WOONERF C/ WOONERF D1R-6WOONERF D/ WOONERF E2R-6, R-7 WESTMORLAND PEDESTRIAN CROSSINGWITH TEMPORARY GRAVEL CUL-DE-SAC3R-2LAUREL/ VAUGN4R-4TEMPORARY GRAVEL CUL-DE-SACDEAD END BARRICADEC.O.B. STD DWG 09810-2END CURB AND STREETCONSTRUCTION THIS CONTRACTNOTES:1. TBC= TOP BACK 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. DECORATIVE CROSS WALK SEE DETAILD-21TEMPORARY GRAVEL CUL-DE-SACCONTINUE CURB STRAIGHT.CURB BULB TO BE INSTALLEDIN FUTURE PHASERECORD DRAWING LOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD WOONERF AWESTMORLAND DRIVEWOONERF BLOT 186000 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.WOONERF CWOONERF EWOONERF D2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-6 D-7 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Aug/02/2016COPYRIGHT MORRISON-MAIERLE, INC.,2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-6BOZEMANMONTANACPKCPKKDJ06/2015020204010HORIZ. SCALEIN FEETOPEN SPACE SIDEWALK DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSOPEN SPACE B SIDEWALK DETAIL24" THICK CONCRETEOPEN SPACE D SIDEWALK DETAIL14" THICK CONCRETERECORD DRAWINGSIDEWALK ADJUSTED TO ACCOMMODATECHANGE IN STORM DRAIN MANHOLE. SEERECORD DRAWING SHEET SD-1 (A.B.)CHANGES WERE MADE DURING CONSTRUCTION. THE SPOTELEVATIONS AND CONTOURS DO NOT NECESSARILY SHOWCONSTRUCTED FINAL GRADES (A.B.). 8'8'5'LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.WESTMORLAND DRIVELAUREL PARKWAY2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-6 D-7 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC.,2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-7BOZEMANMONTANACPKCPKKDJ06/2015020204010HORIZ. SCALEIN FEETOPEN SPACE SIDEWALK DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTSOPEN SPACE C SIDEWALK DETAIL1OPEN SPACE E SIDEWLAK DETAIL2PARK SIDEWALK34" THICK CONCRETE4" THICK CONCRETE6" THICK CONCRETERECORD DRAWINGCHANGES WERE MADE DURING CONSTRUCTION. THE SPOT ELEVATIONS AND CONTOURS DONOT NECESSARILY SHOW CONSTRUCTED FINAL GRADES (A.B.). 95.00'R.O.W.CENTER OF ROADWAY14.00'BLVD2.00'15.00'TURN LANE12.00'DRIVE LANE12.00'DRIVE LANE5.00'BIKE5.00'SDWK1.00'1.00'5.00'BIKE18.00'BLVD6.00'SDWK2.00'25.00'TBC TO CL25.00'TBC TO CL20.00'25.00'15.00'8.00'23.00'23.00'EXISTINGROAD CL(APPROX.)3%1.5% - 4%PROPOSED ROAD SECTIONEXISTING ROAD SECTION3%2%2%45.00'50.00'2%2%6.00'APPROX17.00'VARIESNOTES:1. EXISTING ROADWAY DIMENSIONS ARE APPROXIMATE AND VARY OVER THE LENGTH OF THE PROJECT.2. EXISTING EDGE OF ASPHALT WILL BE SAWCUT AT THE WHITE TRAFFIC STRIPE.3. THE NORTH HALF OF THE ASPHALT IS IN PLACE THE ENTIRETY OF THE PROJECT. THE NORTH CURB AND GUTTER IS IN PLACE FROM WESTGATE AVE. TO COTTONWOOD RD. THE NORTH SIDEWALK IS IN PLACE BETWEEN WESTGATE AVE. AND LAUREL PARKWAY AS WELL AS ROSA WAY TO COTTONWOORD RD.4. CENTER OF RIGHT-OF-WAY IS SHOWN AS CENTER OF 90' R.O.W. EVEN THOUGH THE SOUTH HALF WILLBE DEDICATED TO 50' OF R.O.W. THE EXCESS R.O.W. ON THE SOUTH HALF WILL BE INCREASED BOULEVARD WIDTH.4" ASPHALT PAVEMENT(TYPE B, 2 LIFTS)6" CRUSHED GRAVEL BASE COURSE(112" MINUS)24" UNCRUSHED SUB-BASE COURSE (6" MINUS)COMPACTED SUBGRADEMIRAFI 500X OR EQUIVALENTAS DIRECTED BY THE ENGINEER90.00'R.O.W.CENTER OF R.O.W.8.00'BLVD8.00'BLVD5.00'SDWK5.00'SDWK11.00' EASTBOUND TURN LANE13.50'BLVD5.00'SDWK5.00'SDWK13.50'BLVDAT TYPICAL CURB BULB LOCATIONS3%3%8.00'PARKING5.00'BIKE LANE10.00'DRIVING LANE14.00'RAISED MEDIAN8.00'PARKING5.00'BIKE LANE10.00'DRIVING LANE0.50'CURB0.50'CURB2%2%2%2%62.00'TBC TO TBC11.00'WESTBOUND TURN LANE18.50'TBC-TBC13.50'BLVD5.00'SDWK5.00'SDWK13.50'BLVD5.00'BIKE LANE10.00'DRIVING LANE5.00'BIKE LANE10.00'DRIVING LANE3.00'RAISED CONCRETEMEDIAN3.00'RAISED CONCRETEMEDIAN4" ASPHALT6" CRUSHED BASE COURSE1" MINUS*SUB-BASE COURSE6" MINUSCOMPACTED SUBGRADEMIRAFI 500X OR EQUIVALENTAS DIRECTED BY THE ENGINEERBACKFILL CURB AND MEDIANWITH MIN 4" TOP SOIL.24" TOP SOIL 9"EXTEND STRUCTURAL MATERIALMIN 9" PASTBACK OF CURB3%3%TOP OF ASPHALTEXTENDED AT 3% (TYP)2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-8 D-9 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-8BOZEMANMONTANACPKKDJKDJ06/2015ROAD SECTION DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 1 AND 2DURSTON ROAD (INFORMATIONAL ONLY- SEE 2015 DURSTON ROADWAY IMPROVEMENTS PLANS)1LAUREL PARKWAYSTA 3+25 TO END2NOTE:1. 6FT SIDEWALK REQUIRED FOR PARKFRONTAGE. 5FT IN ALL OTHER LOCATIONS.* SUB-BASE THICKNESS A MINIMUM OF 6".EXCAVATE TO NATIVE GRAVELS AS NEEDED.RECORD DRAWINGMIN 18" (A.B.) 60.00'R.O.W.CENTER OF R.O.W.13.50'ASPHALTW/PARKING13.50'ASPHALTW/PARKING8.50'BLVD8.50'BLVD2.00'C&G5.00'SDWK2.00'C&G5.00'SDWK11.00'ASPHALT& CURB11.00'ASPHALT& CURB13.00'BLVD13.00'BLVDAT TYPICAL CURB BULB LOCATIONS3%3%7.00'PARKINGLANE8.00'PARKINGLANE8.00'PARKINGLANE7.00'PARKINGLANE2%2%2%2%0.50'CURB0.50'CURB3" ASPHALT6" CRUSHED BASE COURSE1" MINUS*SUB-BASE COURSE6" MINUSCOMPACTED SUBGRADE5.00'SDWK5.00'GRASSMIRAFI 500X OR EQUIVALENTIN LOCATIONS AS DIRECTEDBY THE ENGINEERBACKFILL CURB WITH MIN 4" TOP SOIL.EXTEND STRUCTURAL MATERIALMIN 9" PASTBACK OF CURB32.00'R.O.W.CENTER OF ROAD17.00'ASPHALT2.00'1.00'1.00'2%5.00'CONCRETEBORDER6.00'PARKING/ PLANTER BOXESCONCRETEBORDER/ PARKING2%2%2%*SUB-BASE COURSE6" MINUS3" ASPHALT6" CRUSHED BASE COURSE1" MINUSCOMPACTED SUBGRADEMIRAFI 500X OR EQUIVALENT INLOCATIONS AS DIRECTED BYTHE ENGINEERINSTALL ONLY AT LOCATIONSSHOWN ON PLANS6" CONCRETE6" CONCRETECENTER OF R.O.W.30.00'EASMENTCENTERED ON PIPESLOPE TO EXISTING AT 4:112.00'ACCESS ROAD24" MIN 6" MINUS SUB-BASECOMPACTED SUBGRADE2" MIN 112"" MINUSCRUSHED BASE22.00'ACCESS ROADCENTER OF ROAD17.00'ASPHALT1.00'2%5.00'CONCRETESIDEWALK2%2%*SUB-BASE COURSE6" MINUS3" ASPHALT6" CRUSHED BASE COURSE1" MINUSCOMPACTED SUBGRADEMIRAFI 500X OR EQUIVALENT INLOCATIONS AS DIRECTED BYTHE ENGINEER6" THICK CONCRETEEXTEND STRUCTURAL MATERIALMIN 9" PASTBACK OF ASPHALT2880 Technology Blvd- WestBozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702REVISIONSSHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-8 D-9 RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-9BOZEMANMONTANACPKKDJKDJ06/2015ROAD SECTION DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASE 1 AND 2LOCAL STREETWESTMORLAND DRIVE, WESTGATE AVENUE1WOONERF SECTIONWOONERF A, WOONERF B, WOONERF CWOONERF D, WOONERF E2TEMPORARY ALL-WEATHER GRAVEL ACCESS ROADWESTMORLAND DRIVE STA 3+68 - 9+77WESTGATE AVENUE STA 10+10 - END3WOONERF SEWER ACCESS ROADNORTH END OF WOONERF B,C & E4NOTE:* SUB-BASE THICKNESS A MINIMUM OF 6" INAREAS OF NATIVE GRAVELS.INCREASETHICKNESS TO A MINIMUM OF 18" IN AREA OFCLAY LOAM.NOTE:6FT SIDEWALK REQUIRED FOR PARK FRONTAGE.5FT IN ALL OTHER LOCATIONS.RECORD DRAWING SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWESTMORLAND DRIVEWESTGATE AVENUELAUREL PARKWAYWOONERF CSUBDIVISION BOUNDARYWOONERF DWOONERF BWOONERF AFUTURE PHASEWESTMORLAND DRIVESUBDIVISION BOUNDARYFUTURE PHASESDURSTON ROADSTOCK PILEAREAPHASE 2PHASE 12880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-10.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-10BOZEMANMONTANACPKCPKKDJ06/2015010010020050HORIZ. SCALEIN FEETGRADING PLANTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2THE LAKES AT VALLEY WEST PHASES 1 AND 2SOIL QUANTITIESEXCAVATION (CY) EMBANKMENT (CY)NET (CY)SITE GRADINGPHASE 111395433PHASE 2149032228FUTURE PHASE81551362SUBTOTAL24197902315174 FILLROADSPHASE 165171261PHASE 24389374LAUREL46081145SUBTOTAL15514278012734 CUT TOP SOILSTRIPPING*1300TOP SOIL PLACEMENT9000* ESTIMATE BASED ON ROAD AREAS REQUIRING TOP SOIL STRIPPING.RECORD DRAWINGCHANGES WERE MADE DURING CONSTRUCTION. ACTUAL SOIL QUANTITIES VARIED (A.B.). LOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 153000 sq.ft.LOT 163440 sq.ft.LOT 173684 sq.ft.LOT 183119 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 193038 sq.ft.LOT 202868 sq.ft.LOT 213513 sq.ft.LOT 143000 sq.ft.LOT 133829 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.LOT 223452 sq.ft.LOT 233000 sq.ft.LOT 243000 sq.ft.LOT 253000 sq.ft.LOT 364500 sq.ft.LOT 344364 sq.ft.LOT 324364 sq.ft.LOT 304201 sq.ft.LOT 294000 sq.ft.LOT 284000 sq.ft.LOT 274500 sq.ft.LOT 354086 sq.ft.LOT 263750 sq.ft.LOT 123939 sq.ft.LOT 113951 sq.ft.LOT 103872 sq.ft.LOT 95463 sq.ft.LOT 334363 sq.ft.N0°58'16"E 30.00N0°58'16"E 30.00LOT 314362 sq.ft.SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDWESTMORLAND DRIVEWESTGATE AVENUELAUREL PARKWAYWOONERF BWOONERF AFUTURE PHASEGRADING NOT IN CONTRACTNGNGNG NG NGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNG NG NG NG NG NG NG NG NG NG NG NG NG NGBTBTBTPHASE 2PHASE 1SUBDIVISION BOUNDARYFUTURE PHASESPHASE 2GRADING LIMITSDURSTON ROAD2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-11 D-12 RECORD DRAWING- GRADING PLAN.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-11BOZEMANMONTANACPKCPKKDJ06/20150505010025HORIZ. SCALEIN FEETGRADING PLANTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTS± X.XX' = FINISH GRADE ELEV - EXISTING GRADE ELEVRECORD DRAWINGCHANGES WERE MADE DURING CONSTRUCTION. THE SPOT ELEVATIONS AND CONTOURS DONOT NECESSARILY SHOW CONSTRUCTED FINAL GRADES (A.B.).SHADED AREA WAS GRADED TO MAINTAINNORTH/ NORTH-WEST FLOWS (A.B.). LOT 14320 sq.ft.LOT 23780 sq.ft.LOT 34050 sq.ft.LOT 44050 sq.ft.LOT 54050 sq.ft.LOT 64050 sq.ft.LOT 186000 sq.ft.LOT 56049 sq.ft.LOT 65824 sq.ft.LOT 85072 sq.ft.LOT 75072 sq.ft.LOT 95072 sq.ft.LOT 105870 sq.ft.LOT 155634 sq.ft.LOT 145072 sq.ft.LOT 135072 sq.ft.LOT 115605 sq.ft.LOT 125072 sq.ft.LOT 166489 sq.ft.LOT 176000 sq.ft.LOT 196551 sq.ft.LOT 256500 sq.ft.LOT 245250 sq.ft.LOT 235250 sq.ft.LOT 225250 sq.ft.LOT 205763 sq.ft.LOT 215250 sq.ft.LOT 74050 sq.ft.LOT 85240 sq.ft.N0°58'16"E 30.00N0°58'16"E 30.00LOT 45090 sq.ft.LOT 35775 sq.ft.LOT 15775 sq.ft.LOT 25250 sq.ft.SDSDSDSDSDSDSDLAUREL PARKWAYWOONERF CPHASE 1WOONERF DNG NG NGNGNGNG NG NG NG NG NG NG NG NG NG NG NG NG NG NGBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGDURSTON ROADWESTMORLAND DRIVESUBDIVISION BOUNDARYPHASE 2PHASE 12880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\D-11 D-12 RECORD DRAWING- GRADING PLAN.DWG PLOTTED BY:COOPER KRAUSE ON Jul/12/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-12BOZEMANMONTANACPKCPKKDJ06/20150505010025HORIZ. SCALEIN FEETGRADING PLANTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTS± X.XX = FINISH GRADE ELEV - EXISTING GRADE ELEVRECORD DRAWINGCHANGES WERE MADE DURING CONSTRUCTION. THE SPOT ELEVATIONS AND CONTOURS DONOT NECESSARILY SHOW CONSTRUCTED FINAL GRADES (A.B.). 2880 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\004\ACAD\SHEETS\RECORD DRAWINGS\PHASE 1 AND 2\LAUREL PRKWY SIGN AND STRIPE DETAILS- RECORD DRAWING.DWG PLOTTED BY:COOPER KRAUSE ONJul/13/2016COPYRIGHT MORRISON-MAIERLE, INC., 2016APPR. BY:DATE:DATE:BY:DSGN. BY:Q.C. 5352.004-D-13BOZEMANMONTANAKDJKDJJRN06/2015020204010HORIZ. SCALEIN FEETLAUREL PARKWAY SIGNING AND STRIPING DETAILSTHE LAKES AT VALLEY WEST SUBDIVISION- PHASES 1 AND 2ROAD IMPROVEMENTS3.17'6'6'6'DURSTON RDDURSTON RDN LAUREL PKWYN LAUREL PKWYRECORD DRAWING