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Lakes @ Valley West Subdivision Ph 4
N:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\0 COVER.DWG PLOTTED BY:COOPER KRAUSE ON Jan/30/20182880 Technology Blvd West, Bozeman, MT 59718Phone: 406.587.0721 | Fax: 406.922.6702QUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleengineers surveyors planners scientistsMorrisonMaierleTHE LAKES AT VALLEY WEST SUBDIVISION-PHASE 4BOZEMAN, MONTANAJULY, 2017PREPARED BY:SET NO.MMI PROJECT NO. 5352.008APPROVED BY:JAMES R. NICKELSONProject Manager©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains allcommon law, statutory, and reservedrights including the copyright thereto.Unauthorized use of this document isstrictly prohibited and may be unlawful.DILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECT LOCATIONLOCATION MAPVICINITY MAPNO SCALENO SCALEPROJECTLOCATIONBOZEMANHUFFINE LANECOTTONWOOD RD DURSTON RD19TH AVE MAIN STTHE LAKES AT VALLEY WEST- PHASE 3SHEETTITLECOVERCOVER SHEETGENERAL SHEETSG-1STANDARD ABBREVIATIONS, GENERAL NOTES, LEGENDG-2SURVEY CONTROLROAD PLAN AND PROFILE SHEETSR-1WESTGATE AVENUE & HERSTAL WAYSANITARY SEWER PLAN AND PROFILE SHEETSSS-1WESTGATE AVENUE AND HERSTAL WAYWATER PLAN AND PROFILE SHEETSW-1WESTGATE AVENUE & HERSTAL WAYSTORM DRAIN PLAN AND PROFILE SHEETSSD-1WESTGATE AVENUEELECTRICAL SHEETSE-1SYMBOL LEGEND, AND ABBREVIATION, AND SCHEDULESE-2ELECTRICAL DETAILSE-3SITE LIGHTING PLANDETAIL SHEETSD-1DETAILS- ROAD SECTIONSD-2INTERSECTION GRADING DETAILSD-3OPEN SPACE SIDEWALK AND TRAIL GRADINGPREPARED FOR:THE LAKES AT VALLEY WEST, BOZEMAN, LLC.JAMES R. NICKELSONJAMES A. ULLMANRECORD DRAWINGNOVEMBER, 2017 ///WESSDSSNGXXOOHPE6SE4SE10SE12SUCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\1 GENERAL NOTES.DWG PLOTTED BY:COOPER KRAUSE ON Jan/30/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 4BOZEMANMONTANASTANDARD ABBREVIATIONS, GENERAL NOTES, LEGEND5352.0082G-1CPKCPKJRN07/2017JAMES R. NICKELSON906311/2017RECORD DRAWING GVWVGV WVWVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWVWV1074745.98CP1084742.64CP1134755.72RB1204741.92CP1214746.79CP1224751.37CP1234749.82CP1244746.43CPHORIZ. SCALE IN FEET0100100200COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\G-2- SURVEY CONTROL.DWG PLOTTED BY:COOPER KRAUSE ON Feb/09/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 4BOZEMANMONTANASURVEY CONTROL5352.0083G-2CPKCPKJRN07/2017JAMES R. NICKLESON906311/2017WESTMORLANDDRIVEWESTGATE AVENUE DURSTON ROADVERMEER LANEDEFLT WAYLAUREL PARKWAY HERSTAL WAY WESTMORLAND DRIVEEXISTING PHASE 1EXISTING PHASE 2EXISTING PHASE 3PHASE 4CONTROL POINTSNOTE:COORDINATES ARE LOCAL, DISTANCES ARE GROUND.9(57,&$/'$780,6&,7<2)%2=(0$1>1$9' @WESTGATE AVENUE RECORD DRAWINGFH BOLT (NW)ELEV= 4755.48 (A.B.)FH BOLT (NW)ELEV= 4757.30 (A.B.)FH BOLT (NW)ELEV= 4752.10 (A.B.) 47354740474547504755476047654735474047454750475547604765FG-4754.31EG-4754.843+75FG-4753.93EG-4753.894+00FG-4753.56EG-4753.48FG-4753.18EG-4754.234+50FG-4752.81EG-4754.25FG-4752.43EG-4754.485+00FG-4752.19EG-4754.55FG-4752.02EG-4754.555+50FG-4751.86EG-4754.44FG-4751.70EG-4754.486+00FG-4751.54EG-4754.22FG-4751.38EG-4754.096+50FG-4751.21EG-4753.86FG-4751.05EG-4753.547+00FG-4750.89EG-4753.32FG-4750.72EG-4753.157+50FG-4750.56EG-4752.98FG-4750.40EG-4752.808+00FG-4750.24EG-4752.74FG-4750.08EG-4752.738+50FG-4749.91 EG-4752.47 FG-4749.75 EG-4752.279+00FG-4749.56 EG-4751.77 FG-4749.38 EG-4750.909+50-1.50%-0.65%STA=5+09.73ELEV=4752.29 WWWWWWWWWWWWWWWWOHPOHPOHP8S 8S 8 S 8 S LOT 83400 sq.ft.LOT 93400 sq.ft.LOT 103397 sq.ft.LOT 115356 sq.ft.LOT 125463 sq.ft.LOT 135728 sq.ft.LOT 145270 sq.ft.LOT 154250 sq.ft.LOT 204860 sq.ft.LOT 194860 sq.ft.LOT 184860 sq.ft.LOT 214860 sq.ft.LOT 175550 sq.ft.LOT 64509 sq.ft.LOT 73398 sq.ft.LOT 164250 sq.ft.LOT 224701 sq.ft.OPEN SPACE B0.42 acs.18080 sq.ft.PUBLIC R-O-W1.08 acs.47045 sq.ft.LOT 235426 sq.ft.LOT 245426 sq.ft. LOT 25 5156 sq.ft.OPEN SPACE C0.06 acs.2700 sq.ft.TRACT 1765.91 acs.257418 sq.ft.8S8S8S8S8S8S8S8S8S8S8S4+005+006+007+008+009+0010+0010+50SDSDSDSDSDSD SDSDSD MHHHHHHHHHHHHHHHHHHWWWWWWWWWWWWWWWWWWWWWWWWOHPOHPLOT 8 3400 sq.ft. LOT 93400 sq.ft. LOT 103397 sq.ft. LOT 11 5356 sq.ft. LOT 35100 sq.ft. LOT 4 5100 sq.ft. LOT 53825 sq.ft. LOT 14054 sq.ft. LOT 25105 sq.ft. LOT 12 5463 sq.ft. LOT 13 5728 sq.ft. LOT 145270 sq.ft. LOT 15 4250 sq.ft. LOT 175550 sq.ft.LOT 64509 sq.ft. LOT 73398 sq.ft. LOT 16 4250 sq.ft.OPEN SPACE B0.42 acs.18080 sq.ft.PUBLIC R-O-W 1.08 acs.47045 sq.ft.OPEN SPACE A0.42 acs.18477 sq.ft.LOT 25 5156 sq.ft.OPEN SPACE C0.06 acs.2700 sq.ft.TRACT 176 5.91 acs.257418 sq.ft.8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S4+005+006+007+008+009+0010+001+002+003+004+005+006+007+007+17SDSDSDSDSDS D S DSDSD MHHHHHHHHHHHHHHHHHHHHHHHH474047454750475547604765474047454750475547604765FG- EG-4752.350+00FG- EG-4752.48 FG- EG-4752.760+50FG- EG-4753.02 FG-4753.20 EG-4754.191+00FG-4753.01 EG-4754.16 FG-4753.21 EG-4754.501+50FG-4753.41 EG-4754.34 FG-4753.61 EG-4753.962+00FG-4753.81 EG-4753.79 FG-4754.01 EG-4753.302+50FG-4754.21 EG-4753.05 FG-4754.41 EG-4754.893+00FG-4754.61 EG-4756.13 FG-4754.81 EG-4756.993+50FG-4754.81 EG-4756.23 FG-4754.47 EG-4757.244+00FG-4754.14 EG-4761.68 FG-4753.81 EG-4762.334+50FG-4753.48 EG-4761.40 FG-4753.14 EG-4758.875+00FG-4752.81 EG-4756.61 FG-4752.48 EG-4757.305+50FG-4752.14 EG-4758.09 FG-4751.81 EG-4756.206+00FG-4751.48 EG-4757.00 FG-4751.14 EG-4757.826+50FG-4750.80 EG-4751.72 FG-4750.43 EG-4752.327+00FG-4750.17EG-4752.317+170.80%-1.33%-1.50%STA=1+00.00 ELEV=4753.20 STA=3+65.53ELEV=4754.93 STA=6+69.71ELEV=4750.88COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\R1-R2.DWG PLOTTED BY:COOPER KRAUSE ON Jan/30/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST: PHASE 4ROAD IMPROVEMENTSBOZEMANMONTANAWESTGATE AVENUE & HERSTAL WAY STA 4+00 TO 9+00 & STA 1+00 TO 7+005352.0084R-1CPKCPKJRN07/2017XXXMM/YYYYPROFESSIONALENGINEERPENUMBERPEDATEEXISTINGGROUNDASPHALTHERSTAL WAYWESTGATE AVENUEEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL WESTGATE AVENUE31' TBC- TBCD-11EXISTING PHASE 3WESTGATE/ HERSTAL INTERSECTIOND-21CBSTA 4+24BEGIN CONSTRUCTIONINSTALL DEAD END BARRICADESTA 4+24BEGIN CONSTRUCTIONELEV= 4753.57 STA 8+96.6END CONSTRUCTIONSTA 8+96.6 END CONSTRUCTION MATCH EXISTING PHASE 3 PHASEBOUNDARY(TYP)FUTURE PHASE 5 EXISTING PHASE 3HERSTAL WAYWESTGATE AVENUEEXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL HERSTAL WAY24' WIDE DRIVING SURFACED-12WESTGATE/ HERSTAL INTERSECTIOND-21AEXISTINGGROUNDASPHALTCL WESTGATE AVE D-22C.O.B. TYPE "A" CROSSWALKWITH SHARKS TEETHC.O.B. STD. DWG. 2581-1DECORATIVE CONCRETECROSSWALK.STREET SIGNSTIMEANYPARKINGNOR7-1LTIMEANYPARKINGNOR7-1RBCDWestgate AveWestgate AveHerstal WaySTOPHerstal WayW11-2W16-7pAE24' X 6'PARKINGAREANOTES:1.ALL HERSTAL WAY STREET NAME SIGNS WILL BE BLUE. ALL WESTGATE AVE SIGNS WILL BE GREEN.2.YELLOW CURB PAINT REQUIRED AT ALL CURB BULB LOCATIONS.HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510STA= 1+41.00ELEV=4753.14BEGIN TYP. CROSS SECTION MATCH EXIST. PHASE 3 ±FU T UR E PH A S E 5TIMEANYPARKINGNOR7-1FFFEEDDDDCBRECORD DRAWING 4725473047354740474547504755476047254730473547404745475047554760FG-4753.93EG-4753.894+00FG-4753.56EG-4753.48FG-4753.18EG-4754.234+50FG-4752.81EG-4754.25FG-4752.43EG-4754.485+00FG-4752.19EG-4754.55FG-4752.02EG-4754.555+50FG-4751.86EG-4754.44FG-4751.70EG-4754.486+00FG-4751.54EG-4754.22FG-4751.38EG-4754.096+50FG-4751.21EG-4753.86FG-4751.05EG-4753.547+00FG-4750.89EG-4753.32FG-4750.72EG-4753.157+50FG-4750.56EG-4752.98 FG-4750.40 EG-4752.808+00FG-4750.24 EG-4752.74 FG-4750.08 EG-4752.738+50FG-4749.91 EG-4752.47 FG-4749.75 EG-4752.279+00FG-4749.56 EG-4751.77 FG-4749.38 EG-4750.909+50FG-4749.19 EG-4750.37 SSMH 4-3STA 4+19.04RIM ELEV=4753.53INV IN (S) = 4740.63INV OUT (N) = 4740.43DEPTH = 13.10'353.16 LF 8" PVC @ 0.50%SSMH 4-1STA 8+37.29RIM ELEV=4750.01INV IN (SE) = 4738.14INV OUT (NW) = 4737.94DEPTH = 12.07'71.24 LF 8" PVC@ 0.50%SSMH 4-2STA 7+70.51RIM ELEV=4750.32INV IN (S) = 4738.68INV OUT (NW) = 4738.48DEPTH = 11.84'8S8SWWWWWWES E S4+005+006+007+008+009+0010+0010+50WWWWWWWWWWW WWWWLOT 125463 sq.ft.LOT 135728 sq.ft.LOT 145270 sq.ft.LOT 154250 sq.ft.LOT 204860 sq.ft.LOT 194860 sq.ft.LOT 184860 sq.ft.LOT 214860 sq.ft.LOT 175550 sq.ft.LOT 164250 sq.ft.LOT 224701 sq.ft.OPEN SPACE B0.42 acs.18080 sq.ft.PUBLIC R-O-W1.08 acs.47045 sq.ft.LOT 235426 sq.ft. LOT 24 5426 sq.ft. LOT 25 5156 sq.ft.OPEN SPACE C0.06 acs.2700 sq.ft.TRACT 1765.91 acs.257418 sq.ft.4+005+006+007+008+009+0010+0010+50SSMH 4-1STA 8+37.29 5.0' RTSSMH 4-2STA 7+70.51 8.7' RTSSMH 4-3STA 4+19.04 4.0' RTEX MH 1-3STA 10+18.50 5.0' RTSDSDSDSDSDSD S DSDSD STA 5+104" SS SVCSTA 5+604" SS SVCSTA 6+104" SS SVCSTA 6+724" SS SVCSTA 7+564" SS SVCSTA 8+514" SS SVCSTA 8+504" SS SVCSTA 8+074" SS SVCSTA 7+664" SS SVCSTA 7+234" SS SVCSTA 6+714" SS SVCSTA 6+174" SS SVCSTA 5+634" SS SVCSTA 5+094" SS SVC 8S8S8S8S8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWLOT 83400 sq.ft. LOT 9 3400 sq.ft. LOT 103397 sq.ft. LOT 11 5356 sq.ft. LOT 35100 sq.ft. LOT 45100 sq.ft. LOT 53825 sq.ft. LOT 14054 sq.ft. LOT 25105 sq.ft. LOT 64509 sq.ft. LOT 73398 sq.ft.OPEN SPACE B0.42 acs.OPEN SPACE A0.42 acs.18477 sq.ft.SSMH 4-6STA 3+71.92 6.8' RTSSMH 4-5STA 5+80.19 6.2' RTSSMH 4-4STA 6+53.25 7.2' RT3+004+005+006+007+007+17STA 6+094" SS SVC STA 6+264" SS SVCSTA 5+644" SS SVCSTA 5+674" SS SVCSTA 5+224" SS SVCSTA 5+074" SS SVCSTA 4+794" SS SVCSTA 4+474" SS SVCSTA 4+374" SS SVCSTA 3+944" SS SVCSTA 3+87 4" SS SVC 8S8S8S8S8S8S4730473547404745475047554760476547304735474047454750475547604765FG-4754.61 EG-4756.13 FG-4754.81 EG-4756.993+50FG-4754.81 EG-4756.23 FG-4754.47 EG-4757.244+00FG-4754.14 EG-4761.68 FG-4753.81 EG-4762.334+50FG-4753.48 EG-4761.40 FG-4753.14 EG-4758.875+00FG-4752.81 EG-4756.61 FG-4752.48 EG-4757.305+50FG-4752.14 EG-4758.09 FG-4751.81 EG-4756.206+00FG-4751.48 EG-4757.00 FG-4751.14 EG-4757.826+50FG-4750.80 EG-4751.72 SSMH 4-6STA 3+71.92RIM ELEV=4754.92INV OUT (N) = 4749.21DEPTH = 5.72' SSMH 4-5STA 5+80.19RIM ELEV=4752.14INV IN (S) = 4746.17INV OUT (N) = 4745.97DEPTH = 6.17' SSMH 4-4STA 6+53.25RIM ELEV=4751.18INV IN (S) = 4742.30 INV OUT (N) = 4742.10DEPTH = 9.08'208.71 LF 8" PVC @ 1.48%72.34 LF 8" PVC @ 5.37%COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\SS-1.DWG PLOTTED BY:COOPER KRAUSE ON Jan/30/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 4SEWER IMPROVEMENTSBOZEMANMONTANAWESTGATE AVENUE AND HERSTAL WAYSTA 1+00 TO 7+005352.0085SS-1CPKCPKJRN07/2017XXXMM/YYYY1CORRECTED WATERLINE ELEVATION IN WESTGATE PROFILE07/17/2017CPKJAMES R. NICKELSON906311/2017EXISTINGGROUNDASPHALTHERSTAL WAYWESTGATE AVEWESTGATE AVENUEINSTALL 490.8 L.F. 8" SDR35 PVC SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL EXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL HERSTAL WAYINSTALL 285.6 L.F. 8" SDR35 PVC SEWER PIPETYPE A TRENCH BACKFILLTY9E 1 PIPE BEDDINGHERSTAL WAYEXISTING GROUNDASPHALTHORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510EXISTING PHASE 3EXISTING PHASE 348.18 LF 8" PVC@ 0.50%EXISTING 8" PVC@ 0.50%REMOVE TEMP. CAP ANDCONNECT TO EXISTING8"SEWER MAININV= 4737.7±REMOVE TEMP. CAP ANDCONNECT TO EXISTING8"SEWER MAININV= 4741.9±STA 8+86±REMOVE TEMP. CAP AND CONNECTTO EXISTING 8" SEWER MAINSTA 6+59±REMOVE TEMP. CAP AND CONNECTTO EXISTING 8" SEWER MAIN20 LF 8" PVC@ 0.50%8" STUB ANDEND CAPPROPOSED 15"SD CROSSINGPROPOSED 12" SD CROSSINGNOTE: ALL SEWER SERVICES ON WESTGATE AVENUE USE C.O.B. STD. DWG. 02730-2.NOTE: INSTALL HERSTAL WAY SERVICES 8FT BEYOND THE PROPERTY LINE.EXISTING SSMH 3-11INV= 4740.73 RECORD DRAWINGLOT 21 SERVICE MOVED TO STA 7+52TO AVOID INSTALLING SERVICEBETWEEN SSMH AND SDMH. (A.B.),19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.) ,19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 (A.B.),19 $% ,19 (A.B.),19 (A.B.)02730-3 (A.B.)DEEP SANITARYSEWER SERVICE LINE BURY= 4753.408" END CAP& BLOW OFFSTA 4+19.04INV= 4746.188 X 6 TEE7.5' FHYD ASS'YSTA 4+33.04INV= 4746.008 X 8 TEESTA 4+55.04INV= 4745.728" G.V.STA 4+65.45INV= 4745.59VERT. DEFLECTSTA 5+02.04INV= 4745.1222.5° HORIZ. BENDSTA 7+70.37INV= 4743.14 11.25° HORIZ. BENDSTA 8+39.00INV= 4742.63 CONNECT TOEXISTING 8"STA 8+85.72INV= 4742.29±BURY= 4750.058 x 6 TEE7.5' FHYD SSS'YSTA 8+65.74INV= 4742.444730 4735474047454750475547604730473547404745475047554760FG-4755.43EG-4755.823+00FG-4755.06EG-4755.30FG-4754.68EG-4754.873+50FG-4754.31EG-4754.84FG-4753.93EG-4753.894+00FG-4753.56EG-4753.48FG-4753.18EG-4754.234+50FG-4752.81EG-4754.25FG-4752.43EG-4754.485+00FG-4752.19EG-4754.55FG-4752.02EG-4754.555+50FG-4751.86EG-4754.44FG-4751.70EG-4754.486+00FG-4751.54EG-4754.22FG-4751.38EG-4754.096+50FG-4751.21EG-4753.86FG-4751.05EG-4753.547+00FG-4750.89EG-4753.32FG-4750.72EG-4753.157+50FG-4750.56 EG-4752.98 FG-4750.40 EG-4752.808+00FG-4750.24 EG-4752.74 FG-4750.08 EG-4752.738+50FG-4749.91 EG-4752.47 FG-4749.75 EG-4752.279+00FG-4749.56 EG-4751.77 FG-4749.38 EG-4750.909+50ESE S4+005+006+007+008+009+0010+0010+504754.94'4752.80'4751.45'LOT 12LOT 10LOT 9LOT 8LOT 7LOT 6LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 25LOT 24LOT 23LOT 22LOT 21LOT 20LOT 19LOT 18OPENSPACE COPEN SPACE BTRACT 1765.91 acs.257418 sq.ft.8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWSDSDSDSDSDS D S DSDSD4+005+006+007+008+009+0010+0010+50STA 4+19 7.0' LTENDCAP AND BLOW OFFC.O.B. STD. DWG. 02660-7STA 4+33 7.0' LT8 X 6 TEEFHYD ASS'Y 19.75' LTSTA 4+55 7.0' LT8 X 8 CROSSHERSTAL STA 1+07STA 4+65 7.0' LT8" G.V.STA 7+70 2.6' LT22.5° HORIZ. BENDSTA 8+39 5.9' LT11.25° HORIZ. BENDSTA 8+66 5.9' LT8 X 6 TEEFHYD ASS'Y 19.75' LTSTA 8+86 6.0' LTREMOVE CAP ANDCONNECT TO EXISTING8" WATER MAINREMOVE EXIST. BLOW OFFSTA 4+951" WATER SVCSTA 5+501" WATER SVCSTA 6+001" WATER SVCSTA 6+561" WATER SVCSTA 7+271" WATER SVC STA 8+26 1" WAT E R S V C STA 8+401" WATER SVCSTA 7+981" WATER SVCSTA 7+571" WATER SVCSTA 7+121" WATER SVCSTA 6+591" WATER SVCSTA 6+051" WATER SVCSTA 5+511" WATER SVCSTA 4+971" WATER SVC1+002+003+004+005+006+007+007+17OPEN SPACE ALOT 1LOT 2LOT 3LOT 4LOT 5LOT 12LOT 10LOT 9LOT 8LOT 7LOT 6LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17LOT 25LOT 24OPENSPACE COPEN SPACE B8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWSDSDSDSDSDS D S DSDSD1+002+003+004+005+006+007+007+17STA 1+07 6.0' RT8 X 8 TEESTA 1+30 6.0' RT8" G.V.STA 3+39.71 0.9' RT45° HORIZ. BENDSTA 3+67.51 3.7' LT8 X 6 TEESTA 3+69.19 4.9' LT45° HORIZ. BENDSTA 3+73.59 4.1' LT8" GVSTA 5+80.28 4.8' LT22.5° HORIZ. BENDSTA 6+52.07 3.8' LT11.25° HORIZ. BENDSTA 6+58 ± 4.7' LTREMOVE CAP ANDCONNECT TO EXISTING8" WATERMAINREMOVE EXIST. BLOWOFFSTA 3+831" WATER SVCSTA 4+311" WATER SVCSTA 4+731" WATER SVCSTA 5+161" WATER SVCSTA 5+581" WATER SVCSTA 6+131" WATER SVCST A 6 + 0 1 1" W A T E R S V C ST A 5 + 5 2 1" W A T E R S V C ST A 4 + 9 2 1" W A T E R S V C ST A 4 + 3 0 1" W A T E R S V C STA 3 + 7 9 1" W A T E R S V CSTA 3+63.58 13.0' LTFHYD ASS'Y8 X 8 TEESTA 1+09.00INV= 4745.72 45° HORIZ. BENDSTA 3+39.71INV= 4747.41 8 X 6 TEE7.5' FHYD ASS'YSTA 3+67.51INV= 4747.64 45° HORIZ. BEND& 8" G.V.STA 3+73.59INV= 4747.56 22.5° HORIZ. BENDSTA 5+80.28INV= 4744.77 11.25° HORIZ. BENDSTA 6+52.07INV= 4743.81 CONNECT TOEXIST. 8"STA 6+58±INV= 4743.73±BURY= 4755.188" G.V.STA 1+30.00INV= 4745.7347354740 474547504755476047654735474047454750475547604765FG- EG-4752.350+00FG- EG-4752.48 FG- EG-4752.760+50FG- EG-4753.02 FG-4753.20 EG-4754.191+00FG-4753.01 EG-4754.16 FG-4753.21 EG-4754.501+50FG-4753.41 EG-4754.34 FG-4753.61 EG-4753.962+00FG-4753.81 EG-4753.79 FG-4754.01 EG-4753.302+50FG-4754.21 EG-4753.05 FG-4754.41 EG-4754.893+00FG-4754.61 EG-4756.13 FG-4754.81 EG-4756.993+50FG-4754.81 EG-4756.23 FG-4754.47 EG-4757.244+00FG-4754.14 EG-4761.68 FG-4753.81 EG-4762.334+50FG-4753.48 EG-4761.40 FG-4753.14 EG-4758.875+00FG-4752.81 EG-4756.61 FG-4752.48 EG-4757.305+50FG-4752.14 EG-4758.09 FG-4751.81 EG-4756.206+00FG-4751.48 EG-4757.00 FG-4751.14 EG-4757.826+50FG-4750.80 EG-4751.72 FG-4750.43 EG-4752.327+00FG-4750.17 EG-4752.317+17COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\W1- W-2.DWG PLOTTED BY:COOPER KRAUSE ON Jan/30/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 4WATER IMPROVEMENTSBOZEMANMONTANAWESTGATE AVENUE & HERSTAL WAY STA 4+00 TO 9+00 STA 1+00 TO 7+005352.0086W-1CPKCPKJRN07/2017XXXMM/YYYY1STA 8+65 FH TEE INV ELEVATION CORRECTED9/26/2017CPKJAMES R. NICKELSON906311/2017HERSTAL WAYWESTGATE ROADWESTGATE AVENUEINSTALL 463.52 L.F. 8"CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYBE 1 PIPE BEDDINGEXISTING ELEV. AT CLFINISHED GRADE ELEV. AT CL FUTURE PHASE 5 EXISTING PHASE 3EXISTINGGROUNDASPHALTINSULATIOND-15INSULATIOND-15PROPOSED 15" SD CROSSINGPROPOSED 12"SD CROSSING6.5'MIN.COVER (TYP.)WESTGATE ROADHERSTAL WAYHERSTAL WAYFUTURE PHASE 56.5'MIN.COVER (TYP.)EXISTINGGROUNDASPHALTHERSTAL WAYINSTALL 552 L.F. 8"CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYBE 1 PIPE BEDDINGEXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510EXISTING PHASE 3 $% RECORD DRAWINGMINIMUM RESTRAINT LENGTHS (A.B.)DEAD END= 26 FTTEE BRANCH= 5 FT +25,=%(1' )7+25,=%(1' )7FH BOLT (NW)ELEV= 4755.48 (A.B.)FH BOLT (NW)ELEV= 4757.30 (A.B.) 8S8S8S8S8S8SWWWWWWWWW8S8S 8S 8S LOT 8 3400 sq.ft. LOT 93400 sq.ft. LOT 10 3397 sq.ft. LOT 115356 sq.ft. LOT 125463 sq.ft. LOT 135728 sq.ft. LOT 14 5270 sq.ft. LOT 154250 sq.ft. LOT 20 4860 sq.ft. LOT 19 4860 sq.ft. LOT 18 4860 sq.ft. LOT 214860 sq.ft. LOT 175550 sq.ft.LOT 6 4509 sq.ft. LOT 73398 sq.ft. LOT 164250 sq.ft. LOT 22 4701 sq.ft.OPEN SPACE B0.42 acs.18080 sq.ft.PUBLIC R-O-W 1.08 acs.47045 sq.ft. LOT 235426 sq.ft. LOT 245426 sq.ft. LOT 255156 sq.ft.OPEN SPACE C0.06 acs.2700 sq.ft.3+004+005+006+007+008+009+0010+0010+50WWWWWWWWWWWWWWWWWSDSDSDSDSDS D SDSDSD 8S8S8S8S8S8S8S8S8S8S8SMHHHHHHHHHHHHHHHHHHHHHHHHHHHH4725473047354740474547504755476047254730473547404745475047554760FG-4755.43EG-4755.823+00FG-4755.06EG-4755.30FG-4754.68EG-4754.873+50FG-4754.31EG-4754.84 FG-4753.93EG-4753.894+00FG-4753.56EG-4753.48 FG-4753.18 EG-4754.234+50FG-4752.81 EG-4754.25 FG-4752.43 EG-4754.485+00FG-4752.19 EG-4754.55 FG-4752.02 EG-4754.555+50FG-4751.86 EG-4754.44 FG-4751.70 EG-4754.486+00FG-4751.54 EG-4754.22 FG-4751.38 EG-4754.096+50FG-4751.21 EG-4753.86 FG-4751.05 EG-4753.547+00FG-4750.89 EG-4753.32 FG-4750.72 EG-4753.157+50FG-4750.56 EG-4752.98 FG-4750.40 EG-4752.808+00FG-4750.24 EG-4752.74 FG-4750.08 EG-4752.738+50FG-4749.91 EG-4752.47 FG-4749.75 EG-4752.279+00FG-4749.56 EG-4751.77 FG-4749.38 EG-4750.909+50SDI # 3.ASTA 8+75.7218" INV IN (S)= 4746.0115" INV IN (W)= 4746.2624" INV OUT (N)= 4745.51TBC= 4749.88 SDMH 2STA 7+77.4218" INV = 4746.63RIM= 4750.65 SDI 1.ASTA 5+25.0412" INV IN (S,W)= 4748.6518" INV OUT (N) = 4748.15TBC= 4752.16 12" END CAPSTA 4+19.0412" INV = 4749.27 HORIZ. SCALE IN FEETVERT. SCALE IN FEET0050501005510COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\SD-1.DWG PLOTTED BY:COOPER KRAUSE ON Jan/31/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 4STORM DRAIN IMPROVEMENTSBOZEMANMONTANAWESTGATE AVENUESTA 4+00 TO 9+005352.0087SD-1CPKCPKJRN07/2017XXXMM/YYYYJAMES R, NICKELSON906311/2017EXISTING ELEV. AT CL FINISHED GRADE ELEV. AT CL EXISTINGGROUNDASPHALTWESTGATE AVENUEINSTALL 13 LF 24" A-2000 PVCINSTALL 357 LF 18" A-2000 PVCINSTALL 26 LF 15" A-2000 PVCINSTALL 230 LF 12" A-2000 PVCTYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGEXISTING PHASE 3WESTGATE AVESDI #1.B (2' X 3')STA 5+25.04, 14.5' LTTBC= 4752.1612" INV OUT= 4748.9329 LF 12" A-2000 PVC@ 1.0%SDI #1.A (48" DIA)STA 5+25.04, 14.5' RTSDMH #2 (48" DIA.)STA 7+77.42, 21.6' RTROTATE RIM TOWARDSWESTGATE CENTERLINESDI #3.B (48" DIA)STA 8+75.72, 14.5' LTTBC= 4749.8812" INV IN (W)= 4746.7515" INV OUT (E)= 4746.50SDI #3.A (60" DIA.)STA 8+70.45, 14.5' RTTBC= 4749.88SDI #3.C (36" DIA)STA 8+76, 39.9' LTGRATE=4750.0012" INV OUT= 4746.97STUB AND END CAPSTA 4+19.04, 13.5' LT257.77 LF 18" A-2000 PVC@ 0.60%105 LF 12" A-2000 PVC @ 0.60%99.69 LF 18" A-2000 PVC@ 0.60%STA 8+84±MATCH EXISTING STUBINV= 4745.4 ±EXISTING 24" A-2000 PVC@ 1.00%29 LF 15" A-2000 PVC@ 1.0%25.5 LF 12" A-2000 PVC@ 1.0%STA 8+84±CONNECT TO EXISTING 24" STORM DRAINFUTURE PHASE 5 RECORD DRAWING COPYRIGHT ©MORRISON-MAIERLE, INC., 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\008\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Feb/15/2018 2018 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd WestBozeman, MT 59718 Phone: 406.587.0721Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 4 BOZEMAN MONTANA ELECTRICAL SYMBOL LEGEND, ABBREVIATIONS AND SCHEDULES 5352.008 8 E-1 ARG ARG JRN 6/2017 RJH 6/2017 AMY GALT 30605 02/2018 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTINGHEIGHT, UNO BRANCH 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 GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER METER LINE BREAK HANDHOLE SEE DETAIL 4/E0-2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURETYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT.2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTSINDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGSOR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERESAC ALTERNATING CURRENTA/C AIR CONDITIONINGAFAMP FUSEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEALALUMINUMAS AMP SWITCH BAS BUILDING AUTOMATION SYSTEMBKR BREAKER C RACEWAY/CONDUITCB CIRCUIT BREAKERCCTV CLOSED CIRCUIT TELEVISIONCKT CIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRL CONTROLCU COPPER DISC DISCONNECTDIST DISTRIBUTIONDPDT DOUBLE POLE DOUBLE THROWDWG DRAWING EA EACHEFEXHAUST FANELEC ELECTRICEMT ELECTRICAL METALLIC TUBINGEQUIP EQUIPMENTEX OREXIST EXISTING FD FUSED DISCONNECTFLR FLOORFO FIBER OPTICFVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTORGFI GROUND FALUT INTERRUPTERGND GROUNDGRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGEHOA HAND-OFF-AUTOMATICHP HORSEPOWERHPS HIGH PRESSURE SODIUMHTR HEATERHZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERESKW KILOWATTS LTG LIGHTING MAX MAXIMUMMHMETAL HALIDEMINMINIMUM N NEUTRALNCNORMALLY CLOSEDNECNATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFD NON-FUSED DISCONNECTNIC NOT IN CONTRACTNO NORMALLY OPEN#NUMBER OC ON CENTEROH OVERHEAD P POLEPB PUSHBUTTONPNL PANELPVC POLYVINYL CHLORIDE CONDUITPWR POWER RECEPT RECEPTACLERGS RIGID GALVANIZED STEELRM ROOMRVNR REDUCED VOLTAGE NON-REVERSINGRVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCHSPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSSPB START-STOP PUSHBUTTONSW SWITCH TC TIME CLOCKTD TIME DELAYTSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARDTYP TYPICAL UG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTED V VOLTVA VOLT AMPERES W WATTSWP WEATHERPROOFW/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTEDDELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST;NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1. PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT ISSHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORKREQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THEBID.2. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1,"STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION ISAVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG.3. U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERSAND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN.4. ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDT REQUIREMENTS. PROVIDE TRANSPOPOLE-SAFE MODEL 4100 OR EQUAL.5. CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURINGCONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/VOLTAGE E2 65W LED FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, DARK BRONZE FINISH. MOUNT BOTTOMOF FIXTURE AT 25' AFG WITH SQUARE STEEL POLE. MOUNT ON CONCRETE BASE. 3000K COLORTEMPERATURE KIM LIGHTING SAR-1SA-3-E35-60L-3K-DB-A-32-NFOPOLE: KSS25-4180-DB POLE/240 E3 34W LED 8 FT PEDESTRIAN, FULL CUTOFF, POST-TOP LUMINAIRE WITH TYPE III DISTRIBUTION. MOUNT ONCONCRETE BASE. 3000K COLOR TEMPERATURE CREE PWY-EDG-3M-P8-02-E-UL-BZ-252-F POST TOP/240 PROJECT NOTES RECORD DRAWING ROUND TAPERED (A.B.) 1SA/SAR3E35/60L3K240/DB/NFO/ A25-7/3.30" RD POLE/MOD (A.B.) PTRS25-7120 (A.B.) ROUND TAPERED (A.B.) COPYRIGHT ©MORRISON-MAIERLE, INC., 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\008\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Feb/05/2018 2018 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd WestBozeman, MT 59718 Phone: 406.587.0721Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 4 BOZEMAN MONTANA ELECTRICAL DETAILS 5352.008 9 E-2 ARG ARG JRN 6/2017 RJH 6/2017 AMY GALT 30605 02/2018 POLE BASE DETAIL (TYP) LONG REINF.SEESCHEDULE ANCHORBOLTS FROMPOLE MANF.2'-6"7' HORIZ. TIESSEESCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER.PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR.DEPTH BELOW FINISHED GRADE.SPACE LONG. STEEL EVENLY AROUND PERIMETER.PROVIDE REINF. CLEARANCE PER ANCI 318. *** ************ FINISHGRADE 24" SEE SITE PLANFOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC.BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE 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 #GB4C PROJECT 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 SHEET THWN CONDUCTOR AS SHOWN ON PLANSPROVIDE 1' OF COILED SLACK ONCONDUCTOR FEED THRU HANDHOLE - 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' AFG FINISHED GRADE TYPE E1 LUMINAIRE 8' AFG FINISHED GRADE TYPE E2 LUMINAIRE POWER CONDUIT TRENCH SAND6" BELOW & 8" ABOVE CONDUIT.COMPACT TO 90% RELATIVEDENSITY. COMPACT BACKFILL TO 90% OFRELATIVE DENSITY. 95% OFT-99 ACROSS ROAD WAYS EDGE OF TRENCH TO BE 36" MIN.FROM EDGE OF WATER OR SEWER NEW TOPSOIL 36"MIN EXISTING TOPSOIL UNDISTURBED EARTH 12"MIN. SHOW SEPARATE 6" WIDE MARKINGTAPE 15-18" BELOW FINISHED GRADE CONTRACTOR SHALL PROVIDE LIKEVEGETATION DISTURBED BY TRENCHOR PATCH AND RE-PAVE AS NEEDEDTO MATCH ADJACENT SURFACE TYPICAL TRENCH DETAIL 3/8" HOLD DOWN BOLTS 1" CLEAN STONE DRAINAGE COPPER OR EQUAL BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE CONDUIT IN PLACEAS REQUIRED. NO. 30 FELT PAPER SEPARATION ELECTRICAL BOND, NO.6 AWG PROVIDE STUB AND CAP CONDUIT FORFUTURE LUMINAIRES TYPE HANDHOLE DETAIL 1 2 3 6 4 5 LIGHT FIXTURE BASE SCHEDULE ***** POLEHEIGHT SIZE LONGSTL HORIZONTALSTL ** 0' - 14' 14' - 38' DEPTH *** HEIGHT AFG 18" Ø 4'-0" 7'-0" 0" 0"24" Ø (6) # 5 **** (6) # 6 **** #3 AT 10" O.C. #3 AT 12" O.C. SCALE: RECORD DRAWING MHH HH HH HH HH HH HHHH HH HH HH HH HH HH 4+00 5+00 6+00 7+00 8+00 9+00 10+0010+500+001+002+003+004+00 5+00 6+00 7+00 7+17 2+00 3+00 4+00 4+42 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 12 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 OPENSPACE COPEN SPACE BP P P PWESTMORLAND D R I V E WESTGATE AVENUEE3 EX COPYRIGHT ©MORRISON-MAIERLE, INC., 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\008\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Feb/05/2018 2018 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd WestBozeman, MT 59718 Phone: 406.587.0721Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 4 BOZEMAN MONTANA SITE LIGHTING PLAN 5352.008 10 E-3 ARG ARG JRN 07/2017 RJH 06/2017 1 ADDED NWE UTILITIES AND CONDUITS 01/11/2017 CPK AMY GALT 30605 02/2018 POLE 37 EX (2-#8 CU & 1#10 GND IN 2" C NOTE: STANDARD LOCATION OF CONDUIT IS 2FT BEHIND TBC ONLOCAL STREET SECTIONS AND 2 FT FROM BACK OFPUBLIC UTILITY EASEMENT ON WOONERF SECTIONS. EX METER M2 E3 E3 E3 E3 E2 POLE 38 POLE 39 POLE 40 POLE 41 POLE 42 EX (4-#8CU & 1 #10GND IN 2" C)EXM2-1,3 EXM2-2,4 EXM2-2,4 EX EX EX EX EX EXM2-1,3 2-#10CU & 1 #10GND IN EX 2" C EX (2-#8 CU & 1 #10GND IN 2" C) 2-#10CU & 1 #10GND IN 2" C 2-#10CU & 1 #10GND IN 2" C 2-#10CU & 1 #10GND IN 2" C 2-#10CU & 1 #10GND IN 2" C EXM2-2,4 2-#10CU & 1 #10GND IN EX 2" C M2-2,4 M2-2,4 M2-2,4 M2-2,4 M2-2,4 INTERCEPTEXISTING CONDUITAND EXTEND TONEW PULLBOX. 4-#10CU & 1 #10GND IN 2" C M2-1,3 2-#10CU & 1 #10GND IN 2" C PROVIDE 2-#10 CU& 1-#10CU GND IN1-1/2"C BETWEENPULLBOX ANDLUMINAIRE. PROVIDE 2-#10 CU& 1-#10CU GND IN1-1/2"C BETWEENPULLBOX ANDLUMINAIRE. PROVIDE 2-#10 CU& 1-#10CU GND IN1-1/2"C BETWEENPULLBOX ANDLUMINAIRE. PROVIDE 2-#10 CU& 1-#10CU GND IN1-1/2"C BETWEENPULLBOX ANDLUMINAIRE. PROVIDE 2-#10 CU& 1-#10CU GND IN1-1/2"C BETWEENPULLBOX ANDLUMINAIRE.RECORD DRAWING * ALL SIDEWALK ALONG PARKS IS TO BE 6' WIDE, REDUCING THE BLVD TO 7.5' WIDE.60'R.O.W.CENTER OF R.O.W.13.5'ASPHALTW/PARKING13.5'ASPHALTW/PARKING8.5'BLVD*8.5'BLVD*2'C&G5'SDWK*2'C&G5'SDWK*11'ASPHALT& CURB11'ASPHALT& CURB13'BLVD13'BLVDAT TYPICAL CURB BULB LOCATIONS3%3%7'PARKINGLANE8'PARKINGLANE8'PARKINGLANE7'PARKINGLANE2%2%2%2%0.5'CURB0.5'CURB3" ASPHALT6" CRUSHED BASE COURSE1 1/2" MINUS**SUB-BASE COURSE6" MINUSCOMPACTED SUBGRADE5'SDWK5'SDWKMIRAFI 500X OR EQUIVALENTIN LOCATIONS AS DIRECTEDBY THE ENGINEERBACKFILL CURB WITH MIN 4" TOP SOIL.EXTEND STRUCTURAL MATERIALMIN 9" PASTBACK OF CURB1'1'℄ R.O.W.(ELEVATION SHOWNON PROFILES)32'R.O.W.17'ASPHALT2'1'1'2%5'CONCRETEBORDER6'PARKING/ PLANTER BOXESCONCRETEBORDER/ PARKING2%2%2%**SUB-BASE COURSE6" MINUS3" ASPHALT6" CRUSHED BASE COURSE1 1/2" MINUSCOMPACTED SUBGRADEMIRAFI 500X OR EQUIVALENT INLOCATIONS AS DIRECTED BYTHE ENGINEERINSTALL PARKING ONLY ATLOCATIONS SHOWN ON PLANS.SLOPE PARKING AREAS 2%TOWARDS 2 FT CONCRETE BORDER.COMPACTED PARKING AREAASPHALT SHALL BE 18" TO 14" ABOVEEDGE OF CONCRETE.6" CONCRETE6" CONCRETE℄ R.O.W.(ELEVATION SHOWNON PROFILES)FLOWLINE1.5'2.5" ASPHALT9" (MIN) CRUSHED BASE COURSE1 1/2" MINUS2% (TO WEST)CENTERLINEELEVATIONS PER PLAN10'ASPHALT1'SHOULDERGRAVEL4:1MAX4:1MAXCOMPACTED ROADSOILS PER PLAN.3- 12" A-2000 UTILITY CONDUITSFINISH GRADE ASPHALTDEPTH PER PLANMIN 12"NOTES:1. EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.2. MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3.3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS.MIN 30"MAX 40"NOTES:1. INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6.5' COVER TO FINISHEDGRADE OR CULVERT.2. INSTALL INSULATION OVER ALL SEWER LINES WITH LESS THAN 5.0' COVER TO FINISHEDGRADE OR CULVERT.2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE ORIENTATION OR STAGGERJOINTS TO PROVIDE 2' MIN. OVERLAP BETWEEN JOINTS.3. INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARDPER AASHTO M230-70. INSULATION TABLE FOR WATER/SEWER LINE (SIZES 2" TO 12") VERTICAL SEPARATION BETWEEN WATER/SEWER AND FINISHED GRADE/CULVERT 2.5'-4.5' 4.5'-6.4'WIDTH OF INSULATIONTO BE INSTALLED8.0'4.0'COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\DETAILS- ROAD SECTIONS.DWG PLOTTED BY:COOPER KRAUSE ON Jan/31/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 4BOZEMANMONTANADETAILS- ROAD SECTIONS5352.00811D-1CPKCPKJRN07/2017JAMES R. NICKELSON906311/2017LOCAL STREETWESTMORLAND DRIVE, WESTGATE AVENUE1WOONERF SECTIONARNHEM WAY & WOONERF-SOUTH2NOTE:** SUB-BASE THICKNESS A MINIMUM OF 6" INAREAS OF NATIVE GRAVELS.INCREASETHICKNESS TO A MINIMUM OF 18" IN AREA OFCLAY LOAM.ASPHALT TRAIL3UTILITY CONDUITS4WATER MAIN INSULATION5RECORD DRAWING COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\INTERSECTION DETAILS.DWG PLOTTED BY:COOPER KRAUSE ON Feb/05/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST SUBDIVISION- PHASE 4ROAD IMPROVEMENTSBOZEMANMONTANAINTERSECTION GRADING DETAILS5352.00812D-2CPKCPKJRN07/2017JAMES R, NICKELSON906311/201701010205HORIZ. SCALEIN FEETNOTES:1. TBC= TOP BACK CURB/ BACK OF RIBBON CURB2. EG= EDGE OF GUTTER3. FL= FLOWLINE4. PT= POINT OF TANGENCY5. ALL SIDEWALK/CURB INTERFACES SHALL HAVE APEDESTRIAN RAMP PER C.O.B. STD 02529-86. WOONERF FLOWLINE (OFFSET 1.5' FROM ALIGNMENT)7. DECORATIVE CROSS WALK SEE DETAIL-2WESTGATE/ HERSTAL INTERSECTION1R-1HERSTAL WAYWESTGATE AVENUE2.00%(TYP)2.00%(TYP)PHASE BOUNDARY1.50%DECORATIVE CROSSWALK CONCRETE2-NOTES:-7" THICK STAMPED CONCRETE.- LITHOTEX®PAVECRAFTERS® EUROPEAN FAN PATTERN-REINFORCED WITH #4 BARS ON A 2'X2' GRID @ 3.5" DEEPTYPE "A" CROSSWALKC.O.B. STD. DWG. 2581-16' WIDE DOUBLEGUTTERPER C.O.B. STD.DWG. NO. 02529-1TRANSITION FROM STD.CATCH CURB TO SPILLINTO DOUBLE GUTTERTRANSITION FROM FULL HEIGHTSPILL CURB TO 2' WIDE RIBBON CURBTRANSITION FROM STD. CATCHCURB TO 5' WIDE RIBBON CURBFL= 4752.55RECORD DRAWING4+005+00STA 5+09.7 P T 5 2 . 2 6 TBC 15.50' R T STA 4+97.4 PT5 2 . 5 2 TBC 13.25' RTSTA 4+85.0 PT52.77TBC 11.00' RTSTA 4+24.1 BEGIN CURB53.68TBC 11.00' RTSTA 4+49.0 PT53.31TBC 11.00' RT STA 4+79.0 PT52.86TBC 11.00' LTSTA 4+85.0 PT52.77TBC 11.00' LTSTA 4+97.4 PT52.52TBC 13.25' LTSTA 5+09.7 PT52.26TBC 15.50' LTSTA 4+49.053.20CL1+00 STA 1+26.0 PT53.03TBC 15.00' RTSTA 1+26.0 PT53.20TBC 9.00' LTSTA 4+25.0 BEGIN CURB53.68TBC 11.00' LTSTA 1+26.0 PT53.01TBC 10.00' RTSTA 5+25.0 INLET52.16TBC 15.50' LTSTA 5+25.1 IN L E T 52 . 1 6 TBC 15.50' R T STA 4+35.6 PT53.35TBC 15.39' LT STA 4+68.4 PT52.97TBC 15.39' LT1.00'5.00' WWWWW 8S8S8S8SWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOPEN SPACE ALOT 1LOT 2LOT 3LOT 4LOT 5LOT 12LOT 10LOT 9LOT 8LOT 7LOT 6LOT 12LOT 13LOT 14LOT 15LOT 16LOT 17OPEN SPACE B8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8S8SSD SD S D SD MHHHHHHHHHHHHHHHHHHHH4750.12'4754.18'4754.12'4753.44'4753.52'4753.45'4753.39'4753.59'4753.57'4753.67'4753.69'4751.43'4751.48'4751.04'4751.04'4750.94'4750.99'4751.05'4751.00'4751.09'4751.10'4750.78'4750.72'4750.21'4750.16'4750.37'4750.89'4751.11'4751.27'4751.32'4752.72'HIGH POINT4752.06'4751.49'4752.34'0+001+002+003+004+004+428.00'33.00'5.00'5.00'4754.89'1+00.04754.32'1+51.34753.94'1+85.64753.52'2+23.94753.14'2+58.24752.57'3+09.54752.13'3+49.64751.24'4+30.04749.44'4+31.64755.78'HIGH POINT4755.58'4755.01'4754.82'4755.68'4755.20'4754.83'4753.82'4753.27'4752.82'4752.29'4752.76'4752.13'4751.64'4751.06'4754.83'4754.11'4753.36'4752.58'COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\008\ACAD\SHEETS\RECORD DRAWINGS\TRAIL GRADING.DWG PLOTTED BY:COOPER KRAUSE ON Feb/05/20182018REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702THE LAKES AT VALLEY WEST: PHASE 4ROAD IMPROVEMENTSBOZEMANMONTANAOPEN SPACE SIDEWALK AND TRAIL GRADING5352.00813D-3CPKCPKJRN07/2017XXXMM/YYYYJAMES R. NICKELSON906311/2017D-13GRAPHIC SCALE0(IN FEET)102010201 INCH = 20 FT6FT WIDE CONCRETE PATHSLOPED 1.5% TO THE NORTH.NOTE:ALL OPEN SPACE CONCRETE IS 4" THICK.10FT WIDE ASPHALT TRAILSLOPE 1.5% TOWARDSCENTER OF OPEN SPACELOT GRADING: =APPROX. FG - 1FTWHERE FG IS APPROXIMATELY SLOPED +2%TOWARDS THE CENTER OF THE LOT.OPEN SPACE GRADING:LEAVE OPEN SPACE 6" BELOW FG TO ALLOWFOR TOP SOIL AND LANDSCAPING.XXXX.XX'RECORD DRAWING