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HomeMy WebLinkAboutLakes @ Valley West Subdivision Phase 6 - Record_DrawingsN:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\0 COVER.DWG PLOTTED BY:COOPER KRAUSE ON Aug/11/2020 2 8 8 0 T e c h n o l o g y B l v d W e s t , B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 | F a x : 4 0 6 . 9 2 2 . 6 7 0 2 Q U A L I T Y A S S U R A N C E P R O J E C T M A N A G E R O F F I C E Q U A L I T Y A S S U R A N C E C O O R D I N A T O R P E E R R E V I E W E R Q . A . A P P R O V A L D A T E Q . A . P R O J E C T N U M B E R e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e e n g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e THE LAKES A T V A L L E Y W E S T S U B D I V I S I O N - P H A S E S 5 & 6 B O Z E M A N , M O N T A N A A U G U S T , 2 0 2 0 P R E P A R E D B Y : M M I P R O J E C T N O . 5 3 5 2 . 0 0 9 A P P R O V E D B Y : J A M E S R . N I C K E L S O N P r o j e c t M a n a g e r ©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.DILLON DEERLODGE POLSONANACONDAHAMILTONMILES CITY GLENDIVE GLASGOW HAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWN KALISPELLMISSOULA LIBBYCONRADPROJECT LOCA T I O N LOCATION MAPVICINITY MAPNO SCALE NO SCALEPROJECTLOCATIONBOZEMANHUFFINE LANE COTTONWOOD RD DURSTON RD19TH AVE MAIN S T T H E L A K E S A T V A L L E Y W E S T - P H A S E S 5 & 6 S H E E T T I T L E C O V E R C O V E R S H E E T G E N E R A L S H E E T S G - 1 S T A N D A R D A B B R E V I A T I O N S , G E N E R A L N O T E S , L E G E N D G - 2 O V E R V I E W A N D S U R V E Y C O N T R O L R O A D P L A N A N D P R O F I L E S H E E T S R - 1 L A U R E L P A R K W A Y S T A 0 + 0 0 T O 6 + 0 0 R - 2 V A U G H N D R I V E S T A 0 + 0 0 T O 1 3 + 0 0 R - 3 V A U G H N D R I V E S T A 1 3 + 0 0 T O 2 0 + 0 0 R - 4 H E R S T A L W A Y A N D W E S T G A T E A V E N U E R - 5 L E I D E N L A N E A . B . & C - S T A 0 + 0 0 T O E N D R - 6 V A H L W A Y - A & B - S T A 0 + 0 0 T O E N D R - 7 D E B O U R L A N E - S T A 0 + 0 0 T O 5 + 8 5 S A N I T A R Y S E W E R P L A N A N D P R O F I L E S H E E T S S S - 1 V A U G H N D R I V E S T A 4 + 5 0 T O 1 8 + 0 0 S S - 2 H E R S T A L W A Y A N D W E S T G A T E A V E N U E S S - 3 L E I D E N L A N E A . B . & C - S T A 0 + 0 0 T O E N D S S - 4 V A H L W A Y - A & B - S T A 0 + 0 0 T O E N D S S - 5 D E B O U R L A N E - S T A 0 + 0 0 T O 5 + 8 5 W A T E R M A I N P L A N A N D P R O F I L E S H E E T S W - 1 L A U R E L P A R K W A Y S T A 0 + 0 0 T O 6 + 0 0 W - 2 V A U G H N D R I V E S T A 0 + 0 0 T O 1 3 + 0 0 W - 3 V A U G H N D R I V E S T A 1 3 + 0 0 T O 2 0 + 0 0 W - 4 H E R S T A L W A Y A N D W E S T G A T E A V E N U E W - 5 L E I D E N L A N E A . B . & C - S T A 0 + 0 0 T O E N D W - 6 V A H L W A Y - A & B - S T A 0 + 0 0 T O E N D W - 7 D E B O U R L A N E - S T A 0 + 0 0 T O 5 + 8 5 S T O R M D R A I N P L A N A N D D E T A I L S S D - 1 S T O R M D R A I N A G E T O W E S T L A K E S D - 2 S T O R M D R A I N A G E T O E A S T L A K E S D - 3 S T O R M D R A I N D E T A I L S E L E C T R I C A L E - 1 E L E C T R I C A L S Y M B O L L E G E N D , A B B R E V I A T I O N S A N D S C H E D U L E E - 2 E L E C T R I C A L D E T A I L S E - 3 S I G H T L I G H T I N G P L A N E - 4 S I G H T L I G H T I N G P L A N E - 5 S I G H T L I G H T I N G P L A N D E T A I L S H E E T S D - 1 D E T A I L S - R O A D S E C T I O N S D - 2 D E T A I L S D - 3 I N T E R S E C T I O N G R A D I N G D E T A I L S D - 4 I N T E R S E C T I O N G R A D I N G D E T A I L S D - 5 I N T E R S E C T I O N G R A D I N G D E T A I L S D - 6 I N T E R S E C T I O N G R A D I N G D E T A I L S D - 7 I N T E R S E C T I O N G R A D I N G D E T A I L S D - 8 I N T E R S E C T I O N G R A D I N G D E T A I L S D - 9 S I G N I N G A N D S T R I P I N G P L A N D - 1 0 O P E N S P A C E S I D E W A L K G R A D I N G D E T A I L S D - 1 1 W E S T L A K E O P E N S P A C E G R A D I N G D - 1 2 G R A D I N G P L A N - W E S T D - 1 3 G R A D I N G P L A N - E A S T P R E P A R E D F O R : T H E L A K E S A T V A L L E Y W E S T , B O Z E M A N , L L C . J A M E S R . N I C K E L S O N J A M E S A . U L L M A N R E C O R D D R A W I N G 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.RECORD DRAWING NOTEENGINEER: JAMES R. NICKELSONP.E. NO.: 9063DATE: 02/2019 P H A S E 5 A A N D 5 B R E C O R D D R A W I N G S S U B M I T T E D P R E V I O U S L Y U N D E R S E P A R A T E C O V E R S / / / W E S S D S S N G X X O O H P E 6 S E 4 S E 1 0 S E 1 2 S U C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\G-1.DWG PLOTTED BY:COOPER KRAUSE ON Mar/13/2019 2 0 1 9 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 T H E L A K E S A T V A L L E Y W E S T - P H A S E S 5 A N D 6 B O Z E M A N M O N T A N A S T A N D A R D A B B R E V I A T I O N S , G E N E R A L N O T E S , L E G E N D 5 3 5 2 . 0 0 9 2 G - 1 C P K C P K J R N 0 3 / 2 0 1 8 J A M E S R . N I C K E L S O N 9 0 6 3 0 2 / 2 0 1 9 R E C O R D D R A W I N G 15 S D 15 S D 15 S D 15SD 1 8 S D 1 8 S D 12SD 1 5 S D N0 ° 5 8 ' 1 6 " E 6 9 1 . 6 0 ' N89°46'55"E 781.17' S2 4 ° 3 5 ' 5 4 " W 4 3 7 . 2 5 ' S1 ° 0 2 ' 0 6 " W 2 8 9 . 8 4 ' S89°19'38"W 605.68' 76852 4738.23 RCPT 24 ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES E S ES ES ES ES ES ES ES ES ES ESESESESESESESESESESESESESESESESESESESESESESESESES O O O O O O O O O O O O B P B P B P B P B P B P B P B P B P B P B P B P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O O O O OHP OHP OHP O H P O H P O H P SD SD X X X X X X X X X X X X X X X X 113 4755.720 CP 125 4752.460 CP 127 4751.550 CP 223 4758.250 CP CONTROL POINTS PNT. # 113 125 127 223 GRID NORTHING 1551.13 1347.71 1618.67 1015.99 GRID EASTING -2269.55 -3150.67 -3584.98 -3643.13 ELEV. 4755.720 4752.460 4751.550 4758.250 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / OR COMPLETENESS OF THISINFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED AS A RESULT OF INFORMATIONPROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\G-2- OVERVIEW.DWG PLOTTED BY:COOPER KRAUSE ON Aug/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY WEST- PHASES 5 AND 6 5352.009 MONTANA OVERVIEW AND SURVEY CONTROL G-2 CPK CPK JRN 05/2018 BOZEMAN 100 200501000 SCALE IN FEET  APPROXIMATE WELL LOCATION. TO BE ABANDONED PER A.R.M. 36.21.370 BY A LICENSED WELL DRILLER. DURSTON ROAD LA U R E L P A R K W A Y WE S T G A T E A V E N U E WES T M O R L A N D D R I V E PROPO S E D P H A S E 6 PHASE 5 A AA J K E R C R E E K EXISTING NORTON RANCH SANITARY SEWER LIFT STATION VAUGHN DRIVE NOTE: COORDINATES ARE LOCAL, DISTANCES ARE GROUND. 9(57,&$/'$780,6&,7<2)%2=(0$1>1$9'  “ @ RECORD DRAWING JAMES R. NICKELSON 9063 02/2019 PHASE 5 NOT PART OF THIS RECORD DRAWING SET FH BENCHMARK ELEV = 4761.85 (A.B.) FH BENCHMARK ELEV = 4762.14 (A.B.) FH BENCHMARK ELEV = 4763.79 (A.B.) FH BENCHMARK ELEV = 4763.57 (A.B.) FH BENCHMARK ELEV = 4759.28 (A.B.) FH BENCHMARK ELEV = 4756.89 (A.B.) PHASE 5 B PHAS E 4 FH BENCHMARK ELEV = 4765.23 (A.B.) 4745 4750 4755 4760 4765 4770 4775 4780 4745 4750 4755 4760 4765 4770 4775 4780 FG - 4 7 6 1 . 1 3 EG - 4 7 6 1 . 3 2 14+00 FG - 4 7 6 1 . 3 0 EG - 4 7 6 1 . 4 1 14+50 FG - 4 7 6 1 . 4 9 EG - 4 7 6 1 . 1 2 15+00 FG - 4 7 6 2 . 0 0 EG - 4 7 6 1 . 3 0 15+50 FG - 4 7 6 2 . 2 8 EG - 4 7 6 1 . 5 0 16+00 FG - 4 7 6 2 . 5 3 EG - 4 7 6 1 . 4 2 16+50 FG - 4 7 6 2 . 7 8 EG - 4 7 6 0 . 9 8 17+00 FG - 4 7 6 3 . 0 3 EG - 4 7 6 2 . 4 0 17+50 FG - 4 7 6 3 . 2 8 EG - 4 7 6 2 . 2 7 18+00 FG - 4 7 6 3 . 6 5 EG - 4 7 6 1 . 5 0 18+50 FG - 4 7 6 4 . 0 3 EG - 4 7 6 2 . 1 6 19+00 FG - EG - 4 7 6 2 . 9 1 19+50 FG - EG - 20+00 FG - EG - 20+25 1.85%0.85% 0.50% 0.75% 3.00%-3.00% ST A = 1 4 + 0 7 . 8 3 EL E V = 4 7 6 0 . 9 8 ST A = 1 4 + 3 7 . 1 5 EL E V = 4 7 6 1 . 6 8 ST A = 1 4 + 6 2 . 8 6 EL E V = 4 7 6 0 . 9 1 ST A = 1 4 + 6 8 . 8 6 EL E V = 4 7 6 0 . 9 1 ST A = 1 5 + 0 8 . 5 0 EL E V = 4 7 6 1 . 6 4 ST A = 1 5 + 5 8 . 5 0 EL E V = 4 7 6 2 . 0 7 ST A = 1 8 + 0 0 . 0 0 EL E V = 4 7 6 3 . 2 8 ST A = 1 9 + 0 9 . 0 0 EL E V = 4 7 6 4 . 0 9 N0 ° 5 8 ' 1 6 " E 6 9 1 . 6 0 ' S89°19'38"W 605.68' W W W W W W W W W W W W W W W W W W W W W W W W W W EW W W W W W W W W W W W W W W W W W W W W W 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 12S D 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 N G N G N G N G N G N G N G N G N G ES ES ES ES ES ES ES ES ES ES ES ES ES ES E S ES O O B P B P B P B P B P B P B P B P X X X X X X X X X X X X X X X X X X X X X X X S S P P P P P P PS HHHHHH HH HH HH HH HH HH HH S89°19'38"W 605.68' W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 ES ES ES ES ES ES ES ES E S E S ES ES B P X X X X X X X X X X X X X X X X X X X X X P HH HH 62.86 -0.60% -0.50% TBC= 4762.16 -2.35% 62.6662.06 61.80 VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2021engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\R-X.DWG PLOTTED BY:COOPER KRAUSE ON Nov/15/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 ROAD IMPROVEMENTS 5352.009 MONTANA VAUGHN DRIVE STA 14+00 TO 20+00 R-3 CPK CPK JRN 03/2018 JAMES NICKELSON 9063 02/2020 BOZEMAN   0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 VAUGHN DRIVE LA U R E L P A R K W A Y EX I S T I N G E L E V . A T C L FI N I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT VAUGHN DRIVE 60' ROW 31' TBC-TBC 1 D-1 VAHL WAY DEBOUR LANE MA T C H L I N E SH E E T R - 2 ASPHALT TRAIL PROPERTY LINE (TYP.) EXISTING SEWER LIFT STATION UTILITY CONDUIT (TYP.) VAUGHN / DEBOUR INTERSECTION 2 D-8 4 D-1 1 D-2 LAUREL PARKWAY / VAUGHN DRIVE INTERSECTION1 D-3 100.00' GRADE SWALE TO CATCH OFFSITE DRAINAGE FROM SOUTH. TRAIL GRADING SCALE: 1" = 30' 1 VAUGHN DRIVE PROPOSED POWER AND COMMUNICATIONS UTILITIES (TYP.) PROPOSED STREET LIGHT (TYP.) SEE E SHEETS ST A 1 4 + 3 7 . 1 5 =L A U R E L C L S T A 1 + 4 0 . 4 1 EL E V : 4 7 6 1 . 6 8 ST A 1 8 + 2 7 . 3 9 =D E B O U R L A N E C L - S T A 5 + 4 4 . 6 4 EL E V = 4 7 6 3 . 4 8 MA T C H L I N E SH E E T R - 2 TYPICAL TRAIL SECTION B SEE GRADING DETAILS 2 D-8 1 - 6" PVC IRRIGATION CONDUIT (TYP.) RECORD DRAWING 4740 4745 4750 4755 4760 4765 4770 4740 4745 4750 4755 4760 4765 4770 FG - 4 7 5 8 . 1 2 EG - 4 7 5 8 . 7 6 0+00 FG - 4 7 5 7 . 3 6 EG - 4 7 5 8 . 1 3 0+50 FG - 4 7 5 7 . 7 4 EG - 4 7 5 8 . 7 0 1+00 FG - 4 7 5 8 . 1 1 EG - 4 7 5 8 . 4 3 1+50 FG - 4 7 5 8 . 4 9 EG - 4 7 5 8 . 2 9 2+00 FG - 4 7 5 8 . 8 6 EG - 4 7 5 8 . 1 2 2+50 FG - 4 7 5 9 . 2 4 EG - 4 7 5 8 . 3 6 3+00 FG - 4 7 6 0 . 0 9 EG - 4 7 5 8 . 9 7 3+50 FG - 4 7 6 0 . 9 4 EG - 4 7 5 9 . 5 0 4+00 FG - 4 7 6 1 . 7 9 EG - 4 7 6 0 . 2 0 4+50 FG - 4 7 6 2 . 6 5 EG - 4 7 6 0 . 7 2 5+00 FG - EG - 4 7 6 1 . 4 7 5+50 0.75% 1.70% ST A = 0 + 0 0 . 0 0 EL E V = 4 7 5 8 . 1 2 ST A = 0 + 2 9 . 0 0 EL E V = 4 7 5 7 . 2 5 ST A = 3 + 0 0 . 0 0 EL E V = 4 7 5 9 . 2 4 ST A = 5 + 2 5 . 1 5 EL E V = 4 7 6 3 . 0 8 N0 ° 5 8 ' 1 6 " E 6 9 1 . 6 0 ' S89°19'38"W 605.68' W W W W W W W W W W W W W W W W W W W W W W W W W EW EW W W W W W W W W W W W W W W W W W W W 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 12S D - 0 + 4 8 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 5 + 8 5 N G N G N G N G N G N G N G N G N G N G ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES E S ES O B P B P B P B P B P B P B P B P B P B P X X X X X X X X X X X X X X X X X S S P P P P P PS HHHH HH HH HH HH HH HH HH W W W W W W W W W W 8S 8S 8 S 8 S 8 S 12S D 4 + 0 0 HH HH HH HH HH 59.73 59.65 59.45 59.37 61.21 60.05 59.96 61.50 61.60 61.13 61.95 62.03 -0.51% -1.7 9 % -0.76% -0.98% VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2021engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\R-X.DWG PLOTTED BY:COOPER KRAUSE ON Nov/15/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 ROAD IMPROVEMENTS 5352.009 MONTANA DEBOUR LANE STA 0+00 TO 5+85 R-7 CPK CPK JRN 03/2018 JAMES NICKELSON 9063 02/2020 BOZEMAN   PH-6 OPEN SPACE A GRADING DETAILS SCALE: 1" = 20' 1 - 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 VAUGHN DRIVE SHEET R-3 VAHL WAY- B LA U R E L P A R K W A Y EX I S T I N G E L E V . A T C L FIN I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT DEBOUR LANE 24' DRIVING SURFACE 2 D-1 DEBOUR LANE VAUGHN / DEBOUR INTERSECTION 2 D-8 STREET LIGHTS (TYP.) SIDEWALK GRADING DETAIL 1 - LAUREL STA 3+69.66 = VALH-B STA 3+80.53 = DEBOUR STA 0+00 ST A 0 + 0 0 . 0 0 =L A U R E L C L - S T A 3 + 6 9 . 6 3 =V A H L W A Y B C L - S T A 3 + 8 0 . 5 3 EL E V = 4 7 5 8 . 1 2 ST A 5 + 4 4 . 6 4 =V A U G H N C L - S T A 1 8 + 2 7 . 3 9 EL E V = 4 7 6 3 . 4 8 6" IRRIGATION CONDUIT (TYP.) RECORD DRAWING OPEN SPACE B 0.08 acs. 3693 sq.ft. OPEN SPACE A 0.22 acs. 9784 sq.ft. LOT 4 9709 sq.ft. LOT 74951 sq.ft. LOT 6 4833 sq.ft. LOT 14 5244 sq.ft. LOT 17 4799 sq.ft. LOT 18 4904 sq.ft. LOT 15 4929 sq.ft. LOT 16 4800 sq.ft. LOT 94900 sq.ft. LOT 12 4043 sq.ft. LOT 11 4080 sq.ft.LOT 104117 sq.ft. LOT 13 4005 sq.ft. PUBLIC R-O-W 0.93 acs. 40494 sq.ft. LOT 8 4950 sq.ft. S89°19'38"W 605.68' W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D 1 5 S D 1 5 S D 1 5 S D 12S D 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 S S P P P P P P P P S S SSMH 5-1 STA 4+99.05 4.0' RT SSMH 5-2 STA 8+74.62 4.0' RT SSMH 5-3 STA 0+36.00 7.0' RT VAUGHN STA 11+14.62 SSMH 5-5 STA 17+70.94 4.0' RT STA 6 + 6 2 4" SE W E R S V C STA 7 + 2 0 4" S E W E R S V C STA 7 + 6 7 4" S E W E R S V C STA 8 + 1 5 4" SE W E R S V C STA 9+0 2 4" SEW E R S V C STA 10 + 1 7 4" SEW E R S V C STA 1 1 + 3 9 4" SE W E R S V C STA 1 1 + 9 9 4" SE W E R S V C STA 1 2 + 4 9 4" SE W E R S V C STA 1 2 + 9 9 4" SE W E R S V C STA 1 3 + 4 9 4" SEW E R S V C STA 1 4 + 9 8 4" SE W E R S V C STA 1 5 + 6 6 4" S E W E R S V C STA 1 6 + 1 6 4" SE W E R S V C STA 1 6 + 6 6 4" S E W E R S V C STA 1 7 + 1 6 4" S E W E R S V C STA 1 7 + 6 6 4" S E W E R S V C HH HHHHHHHH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH SSMH 5-4STA 14+34.96 4.0' RT 4730 4735 4740 4745 4750 4755 4760 4765 4770 4730 4735 4740 4745 4750 4755 4760 4765 4770 FG - 4 7 5 9 . 4 0 EG - 4 7 6 3 . 4 6 4+50 FG - 4 7 6 0 . 1 0 EG - 4 7 5 8 . 0 8 5+00 FG - 4 7 5 9 . 2 6 EG - 4 7 5 7 . 7 2 5+50 FG - 4 7 5 8 . 8 0 EG - 4 7 5 8 . 2 0 6+00 FG - 4 7 5 9 . 0 5 EG - 4 7 5 8 . 8 6 6+50 FG - 4 7 5 9 . 3 0 EG - 4 7 5 8 . 9 2 7+00 FG - 4 7 5 9 . 5 5 EG - 4 7 5 9 . 2 5 7+50 FG - 4 7 5 9 . 8 0 EG - 4 7 5 9 . 9 5 8+00 FG - 4 7 6 0 . 0 5 EG - 4 7 5 9 . 6 6 8+50 FG - 4 7 6 0 . 3 0 EG - 4 7 6 0 . 5 5 9+00 FG - 4 7 6 0 . 5 5 EG - 4 7 5 9 . 5 9 9+50 FG - 4 7 6 1 . 1 1 EG - 4 7 5 9 . 9 1 10+00 FG - 4 7 6 1 . 4 7 EG - 4 7 6 0 . 7 7 10+50 FG - 4 7 6 1 . 7 2 EG - 4 7 6 1 . 1 8 11+00 FG - 4 7 6 1 . 9 7 EG - 4 7 6 1 . 2 5 11+50 FG - 4 7 6 2 . 2 2 EG - 4 7 6 0 . 0 4 12+00 FG - 4 7 6 2 . 4 7 EG - 4 7 6 1 . 8 4 12+50 FG - 4 7 6 2 . 3 5 EG - 4 7 6 1 . 1 4 13+00 FG - 4 7 6 1 . 9 2 EG - 4 7 6 0 . 2 1 13+50 FG - 4 7 6 1 . 1 3 EG - 4 7 6 1 . 3 2 14+00 FG - 4 7 6 1 . 3 0 EG - 4 7 6 1 . 4 1 14+50 FG - 4 7 6 1 . 4 9 EG - 4 7 6 1 . 1 2 15+00 FG - 4 7 6 2 . 0 0 EG - 4 7 6 1 . 3 0 15+50 FG - 4 7 6 2 . 2 8 EG - 4 7 6 1 . 5 0 16+00 FG - 4 7 6 2 . 5 3 EG - 4 7 6 1 . 4 2 16+50 FG - 4 7 6 2 . 7 8 EG - 4 7 6 0 . 9 8 17+00 FG - 4 7 6 3 . 0 3 EG - 4 7 6 2 . 4 0 17+50 FG - 4 7 6 3 . 2 8 EG - 4 7 6 2 . 2 7 18+00 SS M H 5 - 1 ST A 4 + 9 9 . 0 5 RIM E L E V = 4 7 6 0 . 1 9 IN V I N ( E ) = 4 7 4 2 . 2 8 IN V O U T ( N ) = 4 7 4 2 . 0 8 DE P T H = 1 8 . 1 1 ' SS M H 5 - 2 ST A 8 + 7 4 . 6 2 RIM E L E V = 4 7 6 0 . 0 5 IN V I N ( E ) = 4 7 4 4 . 3 5 IN V I N ( N ) = 4 7 4 4 . 3 5 IN V O U T ( W ) = 4 7 4 4 . 1 5 DE P T H = 1 5 . 9 0 ' SS M H 5 - 3 ST A 1 1 + 1 4 . 6 2 RIM E L E V = 4 7 6 1 . 6 8 IN V I N ( E ) = 4 7 4 5 . 7 3 IN V I N ( N ) = 4 7 4 5 . 7 3 IN V O U T ( W ) = 4 7 4 5 . 5 3 DE P T H = 1 6 . 1 5 ' SS M H 5 - 4 ST A 1 4 + 3 4 . 9 6 RIM E L E V = 4 7 6 1 . 6 8 IN V I N ( E ) = 4 7 5 0 . 6 8 IN V O U T ( W ) = 4 7 5 0 . 4 8 DE P T H = 1 1 . 2 0 ' 372.62 LF 8" PVC @ 0.50% 236.00 LF 8" PVC @ 0.50% 316.28 LF 8" PV C @ 1 . 5 0 % 331.98 LF 8" P V C @ 1 . 8 5 % SS M H 5 - 5 ST A 1 7 + 7 0 . 9 4 RI M E L E V = 4 7 6 3 . 0 1 IN V O U T ( W ) = 4 7 5 6 . 8 4 DE P T H = 6 . 1 7 ' VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\SS-X.DWG PLOTTED BY:COOPER KRAUSE ON Aug/11/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 SEWER IMPROVEMENTS 5352.009 MONTANA VAUGHN DRIVE STA 4+50 TO 18+00 SS-1 CPK CPK JRN 03/2018 JAMES NICKELSON 9063 02/2020 BOZEMAN GENERAL NOTES 1.INSTALL DEEP SANITARY SEWER SERVICE LINE PER C.O.B. STD. DWG. NO. 02730-3 FOR VAUGHN SERVICES BETWEEN STA 6+00 TO 13+00. USE C.O.B. STD. DWG. NO. 02730-2 FOR ALL OTHER SERVICES. 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 VAUGHN DRIVE LEIDEN LANE- B VAHL WAY- B LA U R E L P A R K W A Y LE I D E N L A N E - A LE I D E N L A N E - C VA H L W A Y - A EX I S T I N G E L E V . A T C L FIN I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT PROPERTY LINE (TYP.) VAUGHN DRIVE INSTALL 1272 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING WE S T G A T E A V E N U E DEBOUR LANE EXISTING 6" AND 4" SANITARY SEWER FORCE MAINS. PROTECT DURING INSTALLATION AND MAINTAIN ADEQUATE CLEARANCE. EXISTING SEWER LIFT STATION EXISTING 6" AND 4" SEWER FORCE MAINS PROPOSED 15" STORM DRAIN PROPOSED 12" STORM DRAIN PROPOSED 12" WATER MAIN RECORD DRAWING 1.41% (A. B . ) 47 5 2 . 1 5 ( A . B . ) 47 5 1 . 9 5 ( A . B . ) 47 5 0 . 3 7 ( A . B . ) DR O P M A N H O L E ( A . B . ) 0.50% (A.B . ) END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = 57.17 (A.B.)END CAP INV = “ $% 47 5 6 . 6 6 ( A . B . ) INSTALLED PREVIOUSLY AS PART OF PHASE 5A INSTALLED PREVIOUSLY AS PART OF PHASE 5A 4740 4745 4750 4755 4760 4765 4770 4740 4745 4750 4755 4760 4765 4770 FG - 4 7 5 8 . 1 2 EG - 4 7 5 8 . 7 6 0+00 FG - 4 7 5 7 . 3 6 EG - 4 7 5 8 . 1 3 0+50 FG - 4 7 5 7 . 7 4 EG - 4 7 5 8 . 7 0 1+00 FG - 4 7 5 8 . 1 1 EG - 4 7 5 8 . 4 3 1+50 FG - 4 7 5 8 . 4 9 EG - 4 7 5 8 . 2 9 2+00 FG - 4 7 5 8 . 8 6 EG - 4 7 5 8 . 1 2 2+50 FG - 4 7 5 9 . 2 4 EG - 4 7 5 8 . 3 6 3+00 FG - 4 7 6 0 . 0 9 EG - 4 7 5 8 . 9 7 3+50 FG - 4 7 6 0 . 9 4 EG - 4 7 5 9 . 5 0 4+00 FG - 4 7 6 1 . 7 9 EG - 4 7 6 0 . 2 0 4+50 FG - 4 7 6 2 . 6 5 EG - 4 7 6 0 . 7 2 5+00 FG - EG - 4 7 6 1 . 4 7 5+50 208.16 LF 8" PVC @ 1 . 5 0 % SS M H 5 - 1 2 ST A 0 + 2 2 . 7 0 RIM E L E V = 4 7 5 7 . 3 7 IN V I N ( E ) = 4 7 4 9 . 0 6 IN V O U T ( W ) = 4 7 4 8 . 8 6 DE P T H = 8 . 5 1 ' SS M H 5 - 1 3 ST A 2 + 3 4 . 3 4 RI M E L E V = 4 7 5 8 . 8 5 IN V I N ( E ) = 4 7 5 2 . 4 1 IN V O U T ( W ) = 4 7 5 2 . 2 1 DE P T H = 6 . 6 4 ' SS M H 5 - 1 4 ST A 2 + 7 6 . 6 4 RI M E L E V = 4 7 5 9 . 1 6 IN V I N ( S E ) = 4 7 5 2 . 8 3 IN V O U T ( W ) = 4 7 5 2 . 6 3 DE P T H = 6 . 5 4 ' SS M H 5 - 1 5 ST A 3 + 1 5 . 4 5 RIM E L E V = 4 7 5 9 . 6 0 IN V I N ( S E ) = 4 7 5 3 . 3 5 IN V O U T ( N W ) = 4 7 5 3 . 1 5 DE P T H = 6 . 4 6 ' SS M H 5 - 1 6 ST A 1 7 + 8 5 . 8 2 RIM E L E V = 4 7 6 0 . 2 4 IN V I N ( S E ) = 4 7 5 3 . 9 8 IN V O U T ( N W ) = 4 7 5 3 . 7 8 DE P T H = 6 . 4 6 ' SS M H 5 - 1 7 ST A 3 + 9 2 . 8 2 RIM E L E V = 4 7 6 0 . 9 2 IN V I N ( S ) = 4 7 5 4 . 6 9 IN V O U T ( N W ) = 4 7 5 4 . 4 9 DE P T H = 6 . 4 3 ' SS M H 5 - 1 8 ST A 4 + 3 5 . 8 8 RI M E L E V = 4 7 6 1 . 6 5 IN V O U T ( N ) = 4 7 5 5 . 3 3 DE P T H = 6 . 3 2 ' 208.16 LF 8" PVC @ 1 . 5 0 % 39.48 LF 8" PVC @ 0.50% 35.91 LF 8" PVC @ 0.80% 34.58 LF 8" PVC @ 1.25% 36.97 LF 8" PVC @ 1.25% 40.24 LF 8" PVC @ 1.60% OPEN SPACE B 0.08 acs. 3693 sq.ft. OPEN SPACE A 0.22 acs. 9784 sq.ft. LOT 14400 sq.ft. LOT 24400 sq.ft.LOT 4 9709 sq.ft. LOT 3 4353 sq.ft. LOT 7 4951 sq.ft. LOT 6 4833 sq.ft. LOT 14 5244 sq.ft. LOT 174799 sq.ft.LOT 184904 sq.ft.LOT 15 4929 sq.ft. LOT 16 4800 sq.ft. LOT 9 4900 sq.ft.LOT 124043 sq.ft. LOT 11 4080 sq.ft. LOT 10 4117 sq.ft.LOT 13 4005 sq.ft. PUBLIC R-O-W 0.93 acs. 40494 sq.ft. LOT 84950 sq.ft. N0 ° 5 8 ' 1 6 " E 6 9 1 . 6 0 ' S2 4 ° 3 5 ' 5 4 " W 4 3 7 . 2 5 ' S1 ° 0 2 ' 0 6 " W 2 8 9 . 8 4 ' S89°19'38"W 605.68' W W W W W W W W W W W W W W W W W W W W W W W W W W EW EW EW W W W W W W W W W W W W W W W W W W W W 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 12S D - 0 + 4 8 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 5 + 8 5 2+ 0 0 3+ 0 0 4+ 0 0 4+ 6 5 S S P P P P P P PS SSMH 5-12 STA 0+22.70 4.0' LT LAUREL STA 3+74.62 SSMH 5-13 STA 2+34.34 5.0' LT SSMH 5-14 STA 2+76.64 5.0' LT SSMH 5-15 STA 3+15.45 5.0' LT SSMH 5-16 STA 17+85.82 183.8' LT SSMH 5-17 STA 3+92.82 5.0' LT SSMH 5-18 STA 4+35.88 5.0' LT STA 0 + 9 4 4" SE W E R S V C STA 1 + 4 9 4" SE W E R S V C STA 2 + 0 4 4" SE W E R S V C STA 2+ 5 0 4" SEW E R S V C STA 3+40 4" SEWER SVC STA 3+85 4" SEWER SVC STA 4+31 4" SEWER SV C STA 2 + 4 3 4" S E W E R S V C STA 1 + 7 9 4" SE W E R S V C STA 1 + 1 9 4" S E W E R S V C STA 0 + 5 9 4" S E W E R S V C HHHH HH HH HH HH HH HH HH VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\SS-X.DWG PLOTTED BY:COOPER KRAUSE ON Aug/11/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 SEWER IMPROVEMENTS 5352.009 MONTANA DEBOUR LANE STA 0+00 TO 5+85 SS-5 CPK CPK JRN 03/2018 JAMES NICKELSON 9063 02/2020 BOZEMAN  0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 VAUGHN DRIVE VAHL WAY- B LA U R E L P A R K W A Y EX I S T I N G E L E V . A T C L FI N I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT DEBOUR LANE EAST LAKEWEST LAKE DEBOUR LANE INSTALL 419 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING SEE SHEET SS-4 RECORD DRAWING 47 5 3 . 2 9 ( A . B . ) 47 5 3 . 0 9 ( A . B . ) 47 5 3 . 8 8 ( A . B . ) 47 5 3 . 6 8 ( A . B . ) END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% END CAP INV = “ $% 1.65% 1.45% 4745 4750 4755 4760 4765 4770 4775 4780 4745 4750 4755 4760 4765 4770 4775 4780 FG - 4 7 6 1 . 1 3 EG - 4 7 6 1 . 3 2 14+00 FG - 4 7 6 1 . 3 0 EG - 4 7 6 1 . 4 1 14+50 FG - 4 7 6 1 . 4 9 EG - 4 7 6 1 . 1 2 15+00 FG - 4 7 6 2 . 0 0 EG - 4 7 6 1 . 3 0 15+50 FG - 4 7 6 2 . 2 8 EG - 4 7 6 1 . 5 0 16+00 FG - 4 7 6 2 . 5 3 EG - 4 7 6 1 . 4 2 16+50 FG - 4 7 6 2 . 7 8 EG - 4 7 6 0 . 9 8 17+00 FG - 4 7 6 3 . 0 3 EG - 4 7 6 2 . 4 0 17+50 FG - 4 7 6 3 . 2 8 EG - 4 7 6 2 . 2 7 18+00 FG - 4 7 6 3 . 6 5 EG - 4 7 6 1 . 5 0 18+50 FG - 4 7 6 4 . 0 3 EG - 4 7 6 2 . 1 6 19+00 FG - EG - 4 7 6 2 . 9 1 19+50 FG - EG - 20+00 FG - EG - 20+25 STA 14+36.43 NEW 45 VERT BEND INV= 4753.69 STA 14+38.00 NEW 45 VERT BEND INV= 4751.75 STA 14+49.67 NEW 45 VERT BEND INV= 4751.75 STA 14+51.07 NEW 45 VERT BEND INV= 4753.11 STA 14+82.36 NEW 8" GATE VALVE INV= 4753.63 STA 14+88.63 NEW 8 X 6 TEE INV= 4753.73 STA 17+96.93 NEW 8 X 6 TEE INV= 4755.73 STA 18+10.94 NEW 8" GATE VALVE INV= 4755.84 STA 0+41.24 NEW 8 X 8 TEE INV= 4755.89 ST A 1 8 + 4 1 . 7 7 NE W 4 5 H O R I Z . B E N D IN V = 4 7 5 6 . 0 3 ST A 1 8 + 9 8 . 7 8 NE W 4 5 H O R I Z . B E N D IN V = 4 7 5 6 . 4 8 19 + 0 0 . 4 9 8" E N D C A P A N D B L O W O F F IN V = 4 7 5 6 . 5 0 FH BURY ELEV = 4761.45 7.5' BURY DEPTH FH BURY ELEV = 4763.30 7.5' BURY DEPTH STA 15+66.52 DEFLECT PIPE JOINTS INV = 4752.82 S S P P P P P P P S S N0 ° 5 8 ' 1 6 " E 6 9 1 . 6 0 ' S89°19'38"W 605.68' 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 12S D 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 N G N G N G N G N G N G N G N G N G ES ES ES ES ES ES ES ES ES ES ES ES ES ES E S ES O O O B P B P B P B P B P B P B P B P X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W W W EW W W W W W W W W W W W W W W W W W W W W W W NEW 8" GATE VALVE STA 14+82.36 - 7.0'LT NEW 8" GATE VALVE STA 18+10.94 - 7.0'LT STA 18+41.8 - 7.15' LT NEW 45 HORIZ. BEND STA 18+98.78 - 2.49' RT NEW 45 HORIZ. BEND STA 1 5 + 1 7 1" W A T E R S V C STA 1 5 + 7 6 1" W A T E R S V C STA 1 6 + 2 6 1" W A T E R S V C STA 1 6 + 7 6 1" W A T E R S V C STA 1 7 + 2 6 1" W A T E R S V C STA 1 7 + 8 1 1" W A T E R S V C STA 17+96.9 - 6.99' LT NEW 8 X 6 TEE STA 19+00.50 - 3.06' RT NEW 8" END CAP AND BLOW OFF STA 0+41.2 - 712.73' LT NEW 8 X 8 TEE FIRE HYDRANT STA 14+88.63 - 18.93' LT FIRE HYDRANT STA 17+96.93 - 19.50' LT STA 14+88.6 - 7.00' LTNEW 8 X 6 TEE VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\W-X.DWG PLOTTED BY:COOPER KRAUSE ON Aug/11/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 SEWER IMPROVEMENTS 5352.009 MONTANA VAUGHN DRIVE STA 13+00 TO 20+00 W-3 CPK CPK JRN 03/2018 9063 02/2020 BOZEMAN  0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 VAUGHN DRIVE LA U R E L P A R K W A Y EX I S T I N G E L E V . A T C L FIN I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT VAHL WAY DEBOUR LANE MA T C H L I N E SH E E T W - 2 6.5' COVER (MIN.) VAUGHN DRIVE INSTALL 481 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING MA T C H L I N E SH E E T W - 2 . MIN 1.5' CLEARANCE BETWEEN EXISTING SANITARY SEWER FORCE MAINS DEBOUR WATER MAIN SEE SHEET W-7 RECORD DRAWING FH BENCHMARK = 4763.57 NW BOLT (A.B.) 4753.83 (A.B.)4752.61 (A.B.) INSTALLED PREVIOUSLY AS PART OF PHASE 5A. FIRE HYDRANT NOT INSTALLED IN THIS LOCATION. MOVED TO DEBOUR MAIN (A.B.) SEE SHEET W-7 FIRE HYDRANT MOVED TO DEBOUR MAIN (A.B.) SEE SHEET W-7 4740 4745 4750 4755 4760 4765 4770 4740 4745 4750 4755 4760 4765 4770 FG - 4 7 5 8 . 1 2 EG - 4 7 5 8 . 7 6 0+00 FG - 4 7 5 7 . 3 6 EG - 4 7 5 8 . 1 3 0+50 FG - 4 7 5 7 . 7 4 EG - 4 7 5 8 . 7 0 1+00 FG - 4 7 5 8 . 1 1 EG - 4 7 5 8 . 4 3 1+50 FG - 4 7 5 8 . 4 9 EG - 4 7 5 8 . 2 9 2+00 FG - 4 7 5 8 . 8 6 EG - 4 7 5 8 . 1 2 2+50 FG - 4 7 5 9 . 2 4 EG - 4 7 5 8 . 3 6 3+00 FG - 4 7 6 0 . 0 9 EG - 4 7 5 8 . 9 7 3+50 FG - 4 7 6 0 . 9 4 EG - 4 7 5 9 . 5 0 4+00 FG - 4 7 6 1 . 7 9 EG - 4 7 6 0 . 2 0 4+50 FG - 4 7 6 2 . 6 5 EG - 4 7 6 0 . 7 2 5+00 FG - EG - 4 7 6 1 . 4 7 5+50 ST A 4 + 2 5 . 2 5 NE W 8 " G A T E V A L V E IN V = 4 7 4 8 . 5 1 ST A 2 + 2 7 . 4 1 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 1 . 1 8 ST A 2 + 6 4 . 2 8 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 1 . 7 3 ST A 2 + 9 6 . 6 4 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 1 . 9 7 ST A 3 + 3 0 . 2 4 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 2 . 5 2 ST A 3 + 6 1 . 8 2 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 3 . 0 5 ST A 3 + 9 1 . 7 3 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 3 . 5 6 ST A 4 + 2 6 . 0 5 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 4 . 1 5 ST A 4 + 6 1 . 8 5 NE W 1 1 . 2 5 H O R I Z . B E N D IN V = 4 7 5 4 . 7 6 ST A 5 + 1 4 . 9 8 NE W 8 " G A T E V A L V E IN V = 4 7 5 5 . 7 2 ST A 0 + 4 1 . 2 4 NE W 8 X 8 T E E IN V = 4 7 5 5 . 8 9 S S P P P P P P PS N0 ° 5 8 ' 1 6 " E 6 9 1 . 6 0 ' S2 4 ° 3 5 ' 5 4 " W 4 3 7 . 2 5 ' S1 ° 0 2 ' 0 6 " W 2 8 9 . 8 4 ' S89°19'38"W 605.68' 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 12S D - 0 + 4 8 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 5 + 8 5 N G N G N G N G N G N G N G N G N G N G ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES E S ES O O B P B P B P B P B P B P B P B P B P B P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W W W W W W W W W W W W W W W EW EW EW W W W W W W W W W W W W W W W W W W W W NEW 8" GATE VALVE STA 0+44.72 - 7.0'RT NEW 8" GATE VALVE STA 5+14.98 - 7.0'RT STA 2+27.41 - 6.63' RT NEW 11.25 HORIZ. BEND STA 2+64.28 - 7.19' RT NEW 11.25 HORIZ. BEND STA 2+96.64 - 7.21' RT NEW 11.25 HORIZ. BEND STA 3+30.24 - 7.08' RT NEW 11.25 HORIZ. BEND STA 3+61.82 - 6.89' RT NEW 11.25 HORIZ. BEND STA 3+91.73 - 6.97' RT NEW 11.25 HORIZ. BEND STA 4+26.05 - 7.07' RT NEW 11.25 HORIZ. BEND STA 4+61.85 - 6.58' RT NEW 11.25 HORIZ. BEND STA 1 5 + 1 7 1" W A T E R S V C STA 1 5 + 7 6 1" W A T E R S V C STA 1 6 + 2 6 1" W A T E R S V C STA 1 6 + 7 6 1" W A T E R S V C STA 1 7 + 2 6 1" W A T E R S V C STA 1 7 + 8 1 1" W A T E R S V C STA 1 + 0 7 1" W A T E R S V C STA 1 + 6 2 1" W A T E R S V C STA 2 + 1 4 1" W A T E R S V C STA 2 + 8 7 1" W A T E R S V C STA 3+50 1" WATER S V C STA 3+95 1" WATER SVC STA 4+41 1" WATER S V C ST A 2 + 7 6 1" W A T E R S V C S T A 1 + 9 4 1" W A T E R S V C ST A 1 + 3 4 1" W A T E R S V C ST A 0 + 7 4 1" W A T E R S V C STA 5+37.54 - 7.00' RT VAUGHN STA 0+41.24 NEW 8 X 8 TEE VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\W-X.DWG PLOTTED BY:COOPER KRAUSE ON Aug/11/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 SEWER IMPROVEMENTS 5352.009 MONTANA DEBOUR LANE STA 0+00 TO 5+85 W-7 CPK CPK JRN 03/2018 JAMES NICKELSON 9063 02/2020 BOZEMAN  0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 VAUGHN DRIVE VAHL WAY- B LA U R E L P A R K W A Y EX I S T I N G E L E V . A T C L FIN I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT DEBOUR LANE INSTALL 505 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING DEBOUR LANE MA T C H L I N E SH E E T W - 6 8" DUCTILE IRON 6.5' COVER (MIN.) WEST L A K E EAST L A K E . 1.5' MIN CLEARANCE LAUREL STORM DRAIN FIRE HYDRANT STA 5+10.00- 13' LT FIRE HYDRANT NOT INSTALLED. MOVED TO THE EAST OFF OF DEBOUR LANE FIRE HYDRANT ARROW BOLT = 4765.23 (A.B.) LOTS 4 AND 5 COMBINED TO ONE LOT. ONLY INSTALL ONE WATER SERVICE. 47 5 3 . 3 8 ( A . B . ) 47 5 2 . 8 3 ( A . B . ) 47 5 2 . 3 6 ( A . B . ) 47 5 1 . 7 7 ( A . B . ) 47 5 1 . 6 6 ( A . B . ) 47 5 0 . 9 7 ( A . B . ) 47 5 3 . 9 9 ( A . B . ) COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Mar/11/2019 2019 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 5 AND 6 BOZEMAN MONTANA ELECTRICAL SYMBOL LEGEND, ABBREVIATIONS AND SCHEDULES 5352.009 26 E-1 ARG ARG JRN 4/2018 RJH 4/2018 AMY GALT 30605 02/2019 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER 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 FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMASAMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUITCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCKTCIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECTDISTDISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACHEFEXHAUST FANELECELECTRICEMTELECTRICAL METALLIC TUBINGEQUIPEQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSINGFVRFULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTORGFIGROUND FALUT INTERRUPTERGNDGROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGEHOAHAND-OFF-AUTOMATICHPHORSEPOWERHPSHIGH PRESSURE SODIUMHTRHEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERESKWKILOWATTS LTG LIGHTING MAX MAXIMUMMHMETAL HALIDEMINMINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACTNONORMALLY OPEN#NUMBER OC ON CENTER OH OVERHEAD P POLEPBPUSHBUTTONPNLPANELPVCPOLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLERGSRIGID GALVANIZED STEELRMROOMRVNRREDUCED VOLTAGE NON-REVERSINGRVRREDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROWSSPBSTART-STOP PUSHBUTTONSWSWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIRTTBTELEPHONE TERMINAL BOARDTYPTYPICAL UG UNDERGROUNDUHUNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLTVAVOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS PER MDT REQUIREMENTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 95W LED FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, AND HUNTER GREEN FINISH. MOUNT BOTTOM OF FIXTURE AT 35' AFG ON TAPERED - ROUND STEEL POLE. MOUNT ON CONCRETE BASE. PROVIDE REMOVABLE GLARE SHEILD KIM LIGHTING AR-1A-3P-35-80L-3K-CC-HUNTER GREEN (RAL#6005)-NFO-A25-7 MOD CUSTOM SHIELD. POLE: PTRS35-85120-CC-RAL#6005 POLE/ 240 E2 65W LED FULL CUTOFF AREA LIGHT WITH TYPE III DISTRIBUTION, DARK BRONZE FINISH AND 7-PIN RECEPTACLE. MOUNT BOTTOM OF FIXTURE AT 25' AFG WITH ROUND TAPERED POLE. MOUNT ON CONCRETE BASE. 3000K COLOR TEMPERATURE. PROVIDE REMOVABLE GLARE SHIELD KIM LIGHTING 17K-0282C-SAR-1SA-3-E35-60L-3K-DB -NFO-A25-7/3.30" RD POLE MOD CUSTOM SHEILD POLE: PTRS25-7120 POLE/ 240 E3 22W LED 8 FT PEDESTRIAN, FULL CUTOFF, POST-TOP LUMINAIRE WITH TYPE III DISTRIBUTION. MOUNT ON CONCRETE BASE. 3000K COLOR TEMPERATURE CREE PWY-EDG-3M-P8-02-E-UL-BZ-350-F POST TOP/ 240 PROJECT NOTES RECORD DRAWING COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Mar/11/2019 2019 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 5 AND 6 BOZEMAN MONTANA ELECTRICAL DETAILS 5352.009 27 E-2 ARG ARG JRN 4/2018 RJH 4/2018 AMY GALT 30605 02/2019 POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'- 6 " 7' HORIZ. TIES SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER.PROVIDE REINF. CLEARANCE PER ANCI 318. *** *** **** ***** FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. SEE DETAIL 5 ON THIS SHEET THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) NOTE: CONTRACTOR SHALL COORDINATE AND PROVIDE BOLT COVER FROM THE POLE MANUFACTURER TO ENSURE THE CLEANEST LOOK POSSIBLE. BEAKAWAY BOLT COUPLING (TYP) 25' AFG FINISHED GRADE TYPE E2 LUMINAIRE 8' AFG FINISHED GRADE TYPE E3 LUMINAIRE POWER CONDUIT TRENCH SAND 6" BELOW & 8" ABOVE CONDUIT. COMPACT TO 90% RELATIVE DENSITY. COMPACT BACKFILL TO 90% OF RELATIVE DENSITY. 95% OF T-99 ACROSS ROAD WAYS EDGE OF TRENCH TO BE 36" MIN. FROM EDGE OF WATER OR SEWER NEW TOPSOIL 36" MIN EXISTING TOPSOIL UNDISTURBED EARTH 12" MIN. SHOW SEPARATE 6" WIDE MARKING TAPE 15-18" BELOW FINISHED GRADE CONTRACTOR SHALL PROVIDE LIKE VEGETATION DISTURBED BY TRENCH OR PATCH AND RE-PAVE AS NEEDED TO MATCH ADJACENT SURFACE TYPICAL TRENCH DETAIL 3/8" HOLD DOWN BOLTS 1" CLEAN STONE DRAINAGE COPPER OR EQUAL BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE CONDUIT IN PLACE AS REQUIRED. NO. 30 FELT PAPER SEPARATION ELECTRICAL BOND, NO.6 AWG PROVIDE STUB AND CAP CONDUIT FOR FUTURE LUMINAIRES TYPE HANDHOLE DETAIL 2 4 5 7 3 6 LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 0' - 14' 14' - 38' DEPTH *** HEIGHT AFG 18" Ø 4'-0" 7'-0" 0" 0"24" Ø (6) # 5 **** (6) # 6 **** #3 AT 10" O.C. #3 AT 12" O.C. 35' AFG FINISHED GRADE TYPE E1 LUMINAIRE1 TIER 22 COVER RECORD DRAWING HH HHHHHH HH HH HH HH HH HH HH HH HH HH COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\E-1.DWG PLOTTED BY:COOPER KRAUSE ON Aug/13/2020 2020 REVISIONS engineers surveyors planners scientists MorrisonMaierle DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS. 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 THE LAKES AT VALLEY WEST: PHASE 5 AND 6 BOZEMAN MONTANA SITE LIGHTING PLAN 5352.009 30 E-5 ARG ARG JRN 4/2018 RJH 4/2018 AMY GALT 30605 08/2020 NOTE: STANDARD LOCATION OF CONDUIT IS 2FT BEHIND TBC ON LOCAL STREET SECTIONS AND 2 FT FROM BACK OF PUBLIC UTILITY EASEMENT ON WOONERF SECTIONS. E1 EX M1-5,7 INTERCEPT EXISTING M1-5,7 CIRCUIT AND EXTNED TO NEW TYPE E1 LUMINAIRES AS SHOWN. PROVIDE 2-#10 CU & 1-#10CU GND IN 1-1/2"C BETWEEN PULLBOX AND LUMINAIRE. (TYPICAL OF TYPE E3) 2-#10CU & 1 #10 GND IN 2" C VAUGHN DRIVE E1 POLE 22 POLE 23 M1-5,7 M1-5,7 E3 POLE 48 M1-9,11 E3 POLE 49 M1-9,11 E3 POLE 50 M1-9,11 E3 POLE 51 M1-9,11 E2 POLE 52M1-9,11 E3 POLE 53 M1-9,11E3 POLE 54 M1-9,11E3 POLE 55 M1-9,11 E3 POLE 56 M1-9,11 E3 POLE 57 M1-9,11 VAHL WAY DEBOUR LANE LA U R E L P A R K W A Y 2-#10CU & 1 #10 GND IN 2" C 2-#10CU & 1 #10 GND IN 2" C 2-#10CU & 1 #10 GND IN 2" C4-#10CU & 1 #10 GND IN 2" C 2-#10CU & 1 #10 GND IN 2" C2-#10CU & 1 #10 GND IN 2" C 2-#10CU & 1 #10 GND IN 2" C 2-#10CU & 1 #10 GND IN 2" C ROUTE NEW #10 CU FOR M1-9,11 IN EXISTING CONDUIT BACK TO METER M1 EX M1-5,7 2-#10CU & 1 #10 GND IN 2" C RECORD DRAWING PREVIOUSLY INSTALLED WITH PHASE 5A (A.B.) * ALL SIDEWALK ALONG PARKS IS TO BE 6' WIDE, REDUCING THE BLVD TO 7.5' WIDE.60'R.O.W.CENTER OF R.O.W.13.5'ASPHALTW/PARKING 13.5'ASPHALTW/PARKING 8.5'BLV D * 8.5'BLVD*2'C&G 5 ' S D W K * 2'C&G5'SDWK*11'ASPHALT& CURB 11'ASPHALT& CURB 13'BLVD 13'BLVDAT TYPICAL CURB BULB LOCATIONS 3%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 SUBGRADE 5 ' S D W K 5'SDWK MIRA F I 5 0 0 X O R E Q U I V A L E N T IN LO C A T I O N S A S D I R E C T E D BY T H E E N G I N E E R B A C K F I L L C U R B W I T H M I N 4 " T O P S O I L . EXTEND STRUCTURAL MATERIALMIN 9" PASTBACK OF CURB 1' 1 ' 4" CONCRETE ASPHALT ELEV.ON PROFILE ℄ R.O.W./ STATIONING LINEVAUGHN DRI V E - S O U T H S I D E O N L Y : SEE DETAIL 4 , T H I S S H E E T F O R BLVD. AND A S P H A L T T R A I L . 32'R.O.W.17'ASPHALT 2'1'1'2%5'CONCRETEBORDER 6'PARKING/ PLANTER BOXES CONCRETEBORDER/ PARKING2%2%2%**SUB-BASE COURSE6" MINUS 3" ASPHALT6" CRUSHED BASE COURSE1 1/2" MINUSCOMPACTED SUBGRADE M I R A F I 5 0 0 X O R E Q U I V A L E N T I N L O C A T I O N S A S D I R E C T E D B Y T H E E N G I N E E R INSTALL 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 " C O N C R E T E 6" CONCRETE ℄ R.O.W./ STATIONING LINEFLOWLINE1.5'ASPHALT ELEV.ON PROFILE 2 . 5 " A S P H A L T 9 " ( M I N ) C R U S H E D B A S E C O U R S E 1 1 / 2 " M I N U S 2 % CENTERLINE ELEVATIONS PER PLAN 1 0 ' A S P H A L T 1 ' S H O U L D E R G R A V E L 2 % 2 % V A R I E S 5 % M A X 2 % 5 : 1 M A X 5 : 1 M A X 8 . 5 ' B L V D 1 1 . 5 ' B L V D V A U G H N D R I V E T B C P E R P L A N PROPERTY LINEPROPERTY LINE 5 ' S D W K * 5 ' S D W K 5 ' S D W K 1 3 . 5 ' B L V D 3 % 8 ' P A R K I N G 5 ' B I K E L A N E 1 0 ' D R I V I N G L A N E 2 % 2 % 5 ' B I K E L A N E 1 0 ' D R I V I N G L A N E 5 ' B I K E L A N E 3 ' R A I S E D C O N C R E T E M E D I A N 4 " A S P H A L T 6 " C R U S H E D B A S E C O U R S E 1 " M I N U S M I R A F I 5 0 0 X O R E Q U I V A L E N T A S D I R E C T E D B Y T H E E N G I N E E R 9 " 3 % 9 0 ' R . O . W . C E N T E R O F R . O . W . 8 ' B L V D * 8 ' B L V D 5 ' S D W K * 1 1 ' E A S T B O U N D T U R N L A N E 1 3 . 5 ' B L V D A T T Y P I C A L C U R B B U L B L O C A T I O N S 3 % 1 4 ' R A I S E D M E D I A N 8 ' P A R K I N G 5 ' B I K E L A N E 1 0 ' D R I V I N G L A N E 2 % 2 % 6 2 ' T B C T O T B C 1 1 ' W E S T B O U N D T U R N L A N E 1 8 . 5 ' T B C - T B C 1 3 . 5 ' B L V D 5 ' S D W K 5 ' S D W K 1 3 . 5 ' B L V D 1 0 ' D R I V I N G L A N E * S U B - B A S E C O U R S E 6 " M I N U S C O M P A C T E D S U B G R A D E B A C K F I L L C U R B A N D M E D I A N W I T H M I N 4 " T O P S O I L . 2 4 " T O P S O I L E X T E N D S T R U C T U R A L M A T E R I A L M I N 9 " P A S T B A C K O F C U R B 3 % T O P O F A S P H A L T E X T E N D E D A T 3 % ( T Y P ) 3 ' M E D I A N 2 ' C & G 2 ' C & G 2 4 ' T B C T O T B C 1 ' 1 ' * A L L S I D E W A L K A L O N G C I T Y P A R K I S T O B E 6 ' W I D E , R E D U C I N G T H E B L V D T O 7 . 0 ' W I D E . 2 4 ' T B C T O T B C 2 4 ' T B C T O T B C 2 9 . 5 ' T B C T O T B C A S P H A L T E L E V . O N P R O F I L E ℄ R . O . W . / S T A T I O N I N G L I N E 2 ' C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\D-1- ROAD SECTIONS.DWG PLOTTED BY:COOPER KRAUSE ON Mar/07/2019 2 0 1 9 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 T H E L A K E S A T V A L L E Y W E S T - P H A S E S 5 A N D 6 B O Z E M A N M O N T A N A D E T A I L S - R O A D S E C T I O N S 5 3 5 2 . 0 0 9 - D - 1 C P K C P K J R N 0 4 / 2 0 1 8 LOCAL STREETVAUGHN DRIVE, WESTGATE AVENUE 1WOONERFLEIDEN LANE, VAHL WAY, DEBOUR LANE 2 A S P H A L T T R A I L 4 C O L L E C T O R S T R E E T L A U R E L P A R K W A Y 3 N O T E S : 1 . * * S U B - B A S E T H I C K N E S S A M I N I M U M O F 6 " I N A R E A S O F N A T I V E G R A V E L S . I N C R E A S E T H I C K N E S S T O A M I N I M U M O F 1 8 " I N A R E A O F C L A Y L O A M . 2 . * C I T Y P A R K C O N C R E T E S I D E W A L K T O B E 6 ' W I D E , 6 " T H I C K C O N C R E T E R E I N F O R C E D W I T H 1 . 5 L B S F I B E R M E S H P E R C U B I C Y A R D , R E Q U I R E D F O R T H E F O L L O W I N G L O C A T I O N S : L A U R E L P A R K W A Y S T A 3 + 8 0 - 1 0 + 2 0 , R T S I D E V A U G H N D R I V E S T A 1 8 + 3 7 - 1 9 + 1 0 , L T S I D E 3 . A S P H A L T S H A L L B E T Y P E - B M O D I F I E D , C O M P A C T E D T O 9 3 % R I C E D E N S I T Y A S D E T E R M I N E D B Y A S T M D 2 0 4 1 . 4 . B A S E C O U R S E A N D S U B G R A D E S H A L L B E C O M P A C T E D T O M I N 9 5 % R E L A T I V E C O M P A C T I O N B A S E D U P O N A A S H T O T - 9 9 . A B R E C O R D D R A W I N G J A M E S R . N I C K E L S O N 9 0 6 3 0 2 / 2 0 1 9 COMPACTED ROADSOILS PER PLAN.3- 12" A-2000 UTILITY CONDUITS FINISH 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" N O T E S : 1 . I N S T A L L I N S U L A T I O N O V E R A L L W A T E R L I N E S W I T H L E S S T H A N 6 . 5 ' C O V E R T O F I N I S H E D G R A D E O R C U L V E R T . 2 . I N S T A L L I N S U L A T I O N O V E R A L L S E W E R L I N E S W I T H L E S S T H A N 5 . 0 ' C O V E R T O F I N I S H E D G R A D E O R C U L V E R T . 2 . I N S T A L L I N S U L A T I O N I N T W O 2 " - T H I C K L A Y E R S . R O T A T E O R I E N T A T I O N O R S T A G G E R J O I N T S T O P R O V I D E 2 ' M I N . O V E R L A P B E T W E E N J O I N T S . 3 . I N S U L A T I O N B O A R D S H A L L B E 2 " T H I C K E X T R U D E D P O L Y S T Y R E N E I N S U L A T I O N B O A R D P E R A A S H T O M 2 3 0 - 7 0 . I N S U L A T I O N T A B L E F O R W A T E R / S E W E R L I N E ( S I Z E S 2 " T O 1 2 " ) V E R T I C A L S E P A R A T I O N B E T W E E N W A T E R / S E W E R A N D F I N I S H E D G R A D E / C U L V E R T 2 . 5 ' - 4 . 5 ' 4 . 5 ' - 6 . 4 ' W I D T H O F I N S U L A T I O N T O B E I N S T A L L E D 8 . 0 ' 4 . 0 ' C O P Y R I G H T © M O R R I S O N - M A I E R L E , I N C . , S H E E T N U M B E R P R O J E C T N U M B E R D R A W I N G N U M B E R VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\D-1- ROAD SECTIONS.DWG PLOTTED BY:COOPER KRAUSE ON Mar/07/2019 2 0 1 9 REVISIONSen g i n e e r s s u r v e y o r s p l a n n e r s s c i e n t i s t s M o r r i s o n M a i e r l e D R A W N B Y : D S G N . B Y : A P P R . B Y : D A T E : Q . C . R E V I E W D A T E : B Y : ENGINEER: P . E . N O . : D A T E : R E C O R D D R A W I N G N O T E T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 8 8 0 T e c h n o l o g y B l v d W e s t B o z e m a n , M T 5 9 7 1 8 P h o n e : 4 0 6 . 5 8 7 . 0 7 2 1 F a x : 4 0 6 . 9 2 2 . 6 7 0 2 T H E L A K E S A T V A L L E Y W E S T - P H A S E S 5 A N D 6 B O Z E M A N M O N T A N A D E T A I L S 5 3 5 2 . 0 0 9 - D - 2 C P K C P K J R N 0 4 / 2 0 1 8 UTILITY CONDUITS1 W A T E R M A I N I N S U L A T I O N 2 N O T E S : - 7 " T H I C K S T A M P E D C O N C R E T E . - L I T H O T E X ® P A V E C R A F T E R S ® E U R O P E A N F A N P A T T E R N - R E I N F O R C E D W I T H # 4 B A R S O N A 2 ' X 2 ' G R I D @ 3 . 5 " D E E P - A T 1 0 F T W I D E T R A I L C R O S S I N G S , I N S T A L L D E C O R A T I V E C O N C R E T E A T O T A L O F 1 0 F T W I D E ( 8 F T S T A M P E D W I T H 1 F T B O R D E R ) . 1 ' B O R D E R 5 ' S T A M P E D D E C O R A T I V E C O N C R E T E C R O S S W A L K 3 DECORATIVE WOONERF CONCRETE4-EXTENSION OF EDGE OF ASPHALT EXTENSION OF EDGE OF ASPHALTNOTES:-7" THICK STAMPED CONCRETE.- LITHOTEX®PAVECRAFTERS® EUROPEAN FAN PATTERN-REINFORCED WITH #4 BARS ON A 2'X2' GRID @ 3.5" DEEP EXTENSION OF EDGE OF ASPHALTEXTENSION OF EDGE OF CONCRETE CURB AND GUTTER CURB AND GUTTER J A M E S R . N I C K E L S O N 9 0 6 3 0 2 / 2 0 1 9 R E C O R D D R A W I N G DECORA T I V E W O O N E R F C O N C R E T E NOT INS T A L L E D I N T H I S P H A S E ( A . B . ) . 60 12030600 SCALE IN FEET    VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / OR COMPLETENESS OF THISINFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED AS A RESULT OF INFORMATIONPROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT ‹ MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\PHASE 6 RECORD DRAWINGS\SIGN PLAN.DWG PLOTTED BY:COOPER KRAUSE ON Aug/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY WEST- PHASES 5 AND 6 5352.009 MONTANA SIGNING AND STRIPING PLAN - D-9 CPK JRN JRN 05/2018    JAMES NICKELSON 9063 08/2020    R7-1L R7-1R W11-2 W16-7p NOTES: 1.ALL WOONERF STREET NAME SIGNS WILL BE BLUE- HERSTAL WAY, LEIDEN LANE, VAHL WAY, DEBOUR LANE. 2. ALL LOCAL AND COLLECTOR STREET NAME SIGNS WILL BE GREEN- VAUGHN DRIVE, WESTGATE AVENUE, LAUREL PARKWAY. 3.YELLOW CURB PAINT REQUIRED AT ALL CURB BULB LOCATIONS. WHITE FLEXIBLE DELINEATORS REQUIRED AT ALL PC POINTS ON CURB BULBS AND MEDIAN CURB. R7-1 He r s t a l Way H e r s t a l W a y V a u g h n Dr STOP Vaughn Dr . We s t g a t e A v e W e s t g a t e A v e V a u g h n D r STOP Vaughn Dr Le i d e n Ln L e i d e n L n V a u g h n D r STOP Vaughn Dr V a u g h n D r S T O P Vaughn Dr L a u r e l P k w y La u r e l P k w y .. . .. . DEAD-END BARRICADE DEAD-END BARRICADE DEAD-END BARRICADE TIM E ANY PAR K I N G NO DEAD-END BARRICADE De b o u r Lan e D e b o u r L a n e V a u g h n D r S T O P Vaughn Dr . . . TIMEANYPARKI N GNO TIMEANYPARK I N GNO . . T I M E A N Y P A R K I N G N O . . . TIMEANYPARKIN GNO T I M E A N Y P A R K I N G N O . D e b o u r L n ST O P Debour Ln L a u r e l P k w y La u r e l P k w y V a h l W a y S T O P Vahl Way L a u r e l P k w y La u r e l P k w y TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKIN GNO TIMEANYPARKIN GNO Va h l Way V a h l W a y V a u g h n D r STOP Vaughn Dr R4-7R3-8 ONLY ONLY O N L Y TI M E A N Y P A R K I N G N O . . . . . . . TI M E AN Y PAR K I N G N O . . . . TIM E AN Y PAR K I N G NO TIMEANYPARKINGNO TIMEANYPARKINGNO TI M E A N Y P A R K I N G N O . . TIM E AN Y PA R K I N G N O . . . . . TIMEANYPARKINGNO T I M E A N Y P A R K I N G N O TI M E AN Y PAR K I N G NO T I M E A N Y P A R K I N G N O . T I M E A N Y P A R K I N G N O TIMEANYPARKIN GNO . . . TIM E ANY PARK I N G NO TIMEANYPARKIN GNO . T I M E A N Y P A R K I N G N O TI M E A N Y P A R K I N G N O TIMEANYPARK I N G NO TI M E AN Y P A R K I N G N O TIM E ANY PAR K I N G NO TIMEANYPARKIN GNO T I M E A N Y P A R K I N G N O . . . . . TIMEANYPARK I N GNO. . . .. TIM E ANY P A R K I N G NO . . TIMEANYPARKIN GNO. DEAD-END BARRICADE DEAD-END BARRICADE DEAD-END BARRICADE .TIMEANYPARK I N GNO . . T I M E A N Y P A R K I N G N O . TIMEANYPARK I N GNO . STOP R2-1 OM1-1R3-8 ONLY ONLY O N L Y O N L Y TIMEANYPARKI N GNO TIMEANYPARKINGNO . . . . VAUGHN DRIVE VAUGHN DRIVE HE R S T A L W A Y HERSTAL WAY WE S T G A T E A V E N U E LE I D E N L A N E LEIDEN LANE LE I D E N L A N E VA H L W A Y VAHL WAY DEBOUR LANE EXIS T I N G P H A S E 4 FLOURESCENT YELLOW GREEN TI M E AN Y PA R K I N G N O TI M E AN Y P A R K I N G NO Xref .\JRN Stamp for XREF.dwg YELLOW CURB PAINT (TYP.) RECORD DRAWING PREVIOUSLY INSTALLED WITH PHASE 5