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HomeMy WebLinkAboutNelson_Meadows-Set 1 Sheets 1-41L O T 1 5 . 2 7 a c s . L O T 6 2. 5 9 a c s . L O T 7 1. 1 6 a c s . L O T 8 1 . 1 1 a c s . L O T 9 1 . 7 7 a c s . L O T 1 0 1. 8 8 a c s . L O T 1 1 0. 7 5 a c s . L O T 1 2 0 . 7 2 a c s . L O T 1 3 0 . 7 0 a c s . L O T 2 0 1. 4 3 a c s . L O T 2 1 1. 3 4 a c s . L O T 2 5 1 . 7 8 a c s . LI F T S T A T I O N T R A C T 0. 0 8 a c s . L O T 4 2. 5 9 a c s . L O T 3 2. 0 4 a c s . L O T 1 6 2 . 1 4 a c s . L O T 1 5 2 . 6 7 a c s . L O T 1 4 2 . 0 4 a c s . L O T 1 9 1. 2 7 a c s . L O T 1 8 0 . 9 5 a c s . L O T 1 7 0. 9 7 a c s . L O T 2 4 2. 4 1 a c s . L O T 5 2 . 5 6 a c s . L O T 2 3 1. 9 0 a c s . L O T 2 6 5 . 5 6 a c s . L O T 2 7 4. 0 1 a c s . S T O R M W A T E R T R A C T 1 0. 8 0 a c s . S T O R M W A T E R T R A C T 2 0. 6 8 a c s . L O T 2 2. 8 3 a c s . L O T 2 2 2. 4 4 a c s . P E T R O N:\2286\009\ACAD\RECORD\AS-BUILT PLANS\00 - COVER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful. 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 M A T T E K S T R O M 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 2 8 8 0 T e c h n o l o g y B o u l e v a r d W e s t , B o z e m a n , M T 5 9 7 1 8 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t SHEET INDEXSHT. No.TITLECOVER1GENERAL NOTES, LEGEND, & ABBREVIATIONS234567 DWG. No.G-2R-1R-2R-6R-7R-11R-12 891011121314W-1 15161718192021222324252627282930313233343536374440413839 NELSON ROAD - STA 0+00 - 5+50NELSON ROAD - STA 5+50 - 11+00ROYAL WOLF WAY - STA 0+00 - 5+00ROYAL WOLF WAY - STA 5+00 - 10+50PRINCE LANE - STA -0+50 - 5+00PRINCE LANE - STA 5+00 - 10+50ROYAL WOLF WAY WATER IMPROVEMENTS STA 0+00 - 12+00ROYAL WOLF WAY WATER IMPROVEMENTS STA 12+00 - ENDPRINCE LANE WATER IMPROVEMENTS STA 0+00 - 12+00PRINCE LANE WATER IMPROVEMENTS STA 12+00 - ENDNELSON ROAD WATER IMPROVEMENTS STA 0+00 - 12+00NELSON ROAD WATER IMPROVEMENTS STA 12+00 - ENDFRONTAGE ROAD WATER CONNECTION STA 12+00 - ENDROYAL WOLF WAY SEWER IMPROVEMENTS STA 0+00 - 12+00ROYAL WOLF WAY SEWER IMPROVEMENTS STA 12+00 - ENDPRINCE LANE SEWER IMPROVEMENTS STA 4+00 - 19+00BLK 1 (SOUTH) & BLK 2 (NORTH) SEWER IMPROVEMENTSNELSON ROAD SEWER FORCE MAIN STA 0+00 - 12+00NELSON ROAD SEWER FORCE MAIN STA 12+00 - ENDNORTH BOUNDARY SEWER FORCE MAIN STA 0+00 - ENDFRONTAGE ROAD SEWER FORCE MAIN STA 0+00 - ENDTYPICAL SECTION AND ROADWAY DETAILSWATER DETAILSSEWER / STORM SEWER DETAILSPRV DETAILS W-2W-3W-4W-5W-6W-7SS-1SS-2SS-3SS-4SS-5SS-6SS-7SS-8D-1D-2D-3D-4PEDESTRIAN IMPROVEMENTSTR-1 R-3NELSON ROAD - STA 11+00 - 16+50R-4NELSON ROAD - STA 16+50 - 21+50R-5NELSON ROAD - STA 21+50 - ENDR-8ROYAL WOLF WAY - STA 10+50 - 16+50R-9ROYAL WOLF WAY - STA 16+50 - 22+00R-10ROYAL WOLF WAY - STA 22+00 - ENDR-13R-14 PRINCE LANE - STA 10+50 - 16+00PRINCE LANE - STA 16+00 - ENDT-1NELSON ROAD SIGNAGE & STRIPING PLAN - STA 0+00 - 12+00T-2NELSON ROAD SIGNAGE & STRIPING PLAN - STA 12+00 - 23+25T-3FRONTAGE ROAD SIGNAGE & STRIPING PLANT-4FRONTAGE ROAD SIGNAGE & STRIPING PLANT-5ROYAL WOLF WAY SIGNAGE & STRIPING PLANT-6PRINCE LANE SIGNAGE & STRIPING PLANST-1STORM DRAIN PLANINTERSECTION DETAILS - FRONTAGE RD & NELSON RDD-5INTERSECTION DETAILS - ROYAL WOLF WAY & PRINCE LANED-6 424345SITE GRADINGGR-1 SHEET INDEXG-1R-15NORTH BOUNDARY ROW - STORM DRAIN PLAN46 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 . P R E P A R E D B Y : S E T N O . M M I P R O J E C T N O . 2 2 8 6 . 0 0 9 A P P R O V E D B Y : P R O J E C T M A N A G E R N A M E P r o j e c t M a n a g e r B O Z E M A N , M O N T A N A V I C I N I T Y M A P N O T T O S C A L E B O Z E M A N G A L L A T I N P L E N T Y W O O D S H E R I D A N S C O B E Y D A N I E L S W O L F P O I N T R O O S E V E L T S I D N E Y R I C H L A N D G L E N D I V E D A W S O N W I B A U X W I B A U X B A K E R F A L L O N E K A L A K A C A R T E R B R O A D U S P O W D E R R I V E R M I L E S C I T Y C U S T E R T E R R Y P R A I R I E C I R C L E M C C O N E G L A S G O W V A L L E Y J O R D A N G A R F I E L D F O R S Y T H R O S E B U D H Y S H A M T R E A S U R E H A R D I N B I G H O R N R E D L O D G E C A R B O N C O L U M B U S S T I L L W A T E R B I L L I N G S Y E L L O W S T O N E R O U N D U P M U S S E L S H E L L R Y E G A T E G O L D E N V A L L E Y W I N N E T T P E T R O L E U M L E W I S T O W N F E R G U S M A L T A P H I L L I P S C H I N O O K B L A I N E H A V R E H I L L F O R T H B E N T O N C H O U T E A U C H E S T E R L I B E R T Y S T A N F O R D J U D I T H B A S I N G R E A T F A L L S C A S C A D E H A R L O W T O N W H E A T L A N D W H I T E S U L P H U R S P R I N G S M E A G H E R T O W N S E N D B R O A D - W A T E R B I G T I M B E R S W E E T G R A S S L I V I N G S T O N P A R K V I R G I N I A C I T Y M A D I S O N D I L L O N B E A V E R H E A D B U T T E S I L V E R A N A C O N D A D E E R B O W L O D G E B O U L D E R J E F F E R S O N H E L E N A L E W I S A N D C L A R K D E E R L O D G E P O W E L L P H I L I P S B U R G G R A N I T E H A M I L T O N R A V A L L I M I S S O U L A M I S S O U L A S U P E R I O R M I N E R A L T H O M P S O N F A L L S S A N D E R S P O L S O N L A K E C H O T E A U T E T O N C O N R A D P O N D E R A S H E L B Y T O O L E C U T B A N K G L A C I E R K A L I S P E L L F L A T H E A D L I B B Y LI N C O L N R E G I O N A L M A P - ( N o t t o S c a l e ) P R O J E C T S I T E M A Y , 2 0 1 9 NELS O N M E A D O W S S U B D I V I S I O N S H E E T I N D E X S H T . N o . T I T L E E L E C T R I C A L D E T A I L S 4 7 4 8 E L E C T R I C A L D E T A I L S 4 9 5 0 D W G . N o . L - 1 L - 2 L - 3 O V E R A L L L I G H T I N G P L A N L - 4 P R I N C E L N , & R O Y A L W O L F L A N E - E L E C T R I C A L P L A N L - 5 P R I N C E L N , R O Y A L W O L F L A N E , & N E L S O N R O A D E L E C T R I C A L P L A N S U R V E Y C O N T R O L P O I N T T A B L E C O O R D I N A T E S A R E L O C A L G R O U N D I N T E R N A T I O N A L F E E T , V E R T I C A L D A T U M I S N A V D 8 8 . P N T # 2 0 4 P N T # 1 0 0 P N T # 2 1 6 P R O J E C T L O C A T I O N N E L S O N R O A D I - 9 0 F R O N T A G E R O A D 5 1 5 2 5 3 5 4 5 5 5 6 5 7 5 8 5 9 6 0 L I F T S T A T I O N D E T A I L S M - 1 L I F T S T A T I O N E L E C T R I C A L P L A N A N D S E C T I O N L I F T S T A T I O N E L E C T R I C A L S E C T I O N S A N D D E T A I L S L I F T S T A T I O N E L E C T R I C A L S C H E D U L E S & O N E - L I N E D I A G R A M E - 1 E - 2 E - 3 P R O C E S S A N D I N S T R U M E N T A T I O N L E G E N D P R O C E S S A N D I N S T R U M E N T A T I O N D I A G R A M I - 1 I - 2 L I F T S T A T I O N S T A N D A R D D E T A I L S S D - 1 L I F T S T A T I O N - F O U N D A T I O N S L A B P L A N L I F T S T A T I O N - R O O F F R A M I N G P L A N S - 1 S - 2 G E N E R A L S T R U C T U R A L N O T E S S - 3 L I F T S T A T I O N B U I L D I N G A 1 0 0 L I F T S T A T I O N B U I L D I N G A 1 0 1 L I F T S T A T I O N M E C H A N I C A L S C H E D U L E S & D E T A I L S H - 1 L I F T S T A T I O N M E C H A N I C A L P L A N H - 2 S T R U C T U R A L S T A N D A R D D E T A I L S S - 4 S T R U C T U R A L S T A N D A R D D E T A I L S S - 5 L - 6 N E L S O N R O A D E L E C T R I C A L P L A N 6 1 6 2 6 3 6 4 6 5 6 6 6 7 E S - 1 E S - 2 E S - 3 E S - 4 E S - 5 6 8 6 9 7 0 7 1 7 2 E L E C T R I C A L Q U A N T I T Y S U M M A R Y S I G N A L S T A N D A R D S , F O U N D A T I O N D E T A I L S , S I G N A L M O U N T I N G S E L E C T R I C A L P L A N S D E T A I L S W I R I N G D I A G R A M S F U T U R E T R A F F I C S I G N A L P L A N 7 3 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 - W O R K I N C L U D E D I N I M P R O V E M E N T S A G R E E M E N T > > > > U C D U C D U C D UTI L U T I L 8W8W8W8W8W 16W16W16W16W16W16W16W16W16W16W16W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W 16W 16W 16W 16W 16W 16W 16W16W16W16W16W 8W 8W 8W 8W 8W 8W 16W 8W8W 16 W 16 W 16 W 16 W 8S 8S 8S 8S8S8S8 S 8 S 8S 8 S 8S 8 S 8S 8S 8S 8 S 8 S 8 S 8S8S8S8S 8S8S8S8S8S8S8S8S8S8S8S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM8S8S F M F M F M F M FM 8 S FM FM FM FM FM FM FM FM FM FM FM FM FM F M F M E2E2E2E2E2 E 2 E 2 E 2 E2 E2 E1E1E1E1 E 1 E 1 E 1 E1E1E1E1 E 1 E 1 E 1 E 1 E 1 E 1 E 1 E 1 E 1 E 1 15 S D 15 S D 15 S D 15SD 15SD 24SD 24SD 18SD 18SD24SD24SD 1 5 S D 1 5 S D 24SD 24SD 24SD15SD 1 5 S D 1 5 S D 1 5 S D 24SD24SD 15SD 15 S D 15 S D 15SD15SD15SD15SD15SD 15SD 15SD 15SDVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\G-1 - INDEX.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A S H E E T I N D E X G - 1 M E E M E E 0 5 / 1 0 / 1 9 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 F R O N T A G E R O A D N E L S O N R O A D PRI N C E L A N E R O Y A L W O L F W A Y N O T T O S C A L E R-1 ↔ R-5T-1 ↔ T-6W-5 ↔ W-6SS-5 ↔ SS-6 SHEETS S H E E T S S S - 4 R-11 ↔ R - 1 4 W-3 ↔ W - 4 SS-3 SHE E T S ST-1 SHEETS S S - 4 S H E E T S SHEETSM-1 & E-1 SHEETS S H E E T S T R - 1 S H E E T S G R - 1 R - 6 ↔ R - 1 0 W - 1 ↔ W - 2 S S - 1 ↔ S S - 2 S H E E T S S H E E T S W - 7 & S S - 8 E S - 1 ↔ E S - 5 S H E E T S SS-7R-15 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 H Y D L E G E N D E X I S T I N G F I R E H Y D R A N T E X I S T I N G W A T E R V A L V E E X I S T I N G S A N I T A R Y S E W E R M A N H O L E E X I S T I N G S T O R M D R A I N F A C I L I T I E S E X I S T I N G F I B E R / T E L E P H O N E F A C I L I T I E S E X I S T I N G E L E C T R I C A L F A C I L I T I E S E X I S T I N G G A S F A C I L I T I E S E X I S T I N G T R A F F I C S I G N E X I S T I N G W E L L E X I S T I N G C M P C U L V E R T E X I S T I N G R C P C U L V E R T E S D E X I S T I N G S T O R M S E W E R M A I N E S E X I S T I N G S A N S E W E R M A I N E S S E X I S T I N G S A N S E W E R S E R V I C E F E X I S T I N G F I B E R O P T I C E X I S T I N G U N D E R G R O U N D P O W E R E E E X I S T I N G U N D E R G R O U N D T E L E P H O N E C C E X I S T I N G U N D E R G R O U N D C A B L E G G E X I S T I N G G A S L I N E E X I S T I N G O V E R H E A D P O W E R O H T O H T E X I S T I N G O V E R H E A D T E L E P H O N E P P E X I S T I N G P E T R O L E U M L I N E E W E X I S T I N G W A T E R M A I N E W S E X I S T I N G W A T E R S E R V I C E S D S D R D R D P R O P O S E D S T O R M D R A I N I N L E T P R O P O S E D S T O R M D R A I N M A N H O L E P R O P O S E D S T O R M D R A I N P R O P O S E D R O O F D R A I N P R O P O S E D S A N S E W E R C L E A N O U T S W S W S U T I L U T I L P R O P O S E D G R A V I T Y S A N S E W E R S E R V I C E P R O P O S E D D O M E S T I C W A T E R S E R V I C E P R O P O S E D U T I L I T Y C O N D U I T S S S V C E X I S T I N G B U I L D I N G E X I S T I N G B U I L D I N G R O O F E X I S T I N G C O N C R E T E E X I S T I N G C U R B F A C E E X I S T I N G C U R B F L O W L I N E E X I S T I N G T O P B A C K O F C U R B E X I S T I N G P A R K I N G S T R I P E E X I S T I N G A S P H A L T / / / / / / E X I S T I N G G R A V E L E D G E E X I S T I N G S I D E W A L K P R O P O S E D B U I L D I N G P R O P O S E D C O N C R E T E P R O P O S E D C U R B F L O W L I N E P R O P O S E D T O P B A C K O F C U R B P R O P O S E D P A R K I N G S T R I P E P R O P O S E D A S P H A L T P R O P O S E D G R A V E L E D G E P R O P O S E D S I D E W A L K G R A P H I C A L S I D E W A L K J O I N T P R O P O S E D A S P H A L T G R A D E B R E A K E X I S T I N G M A J O R C O N T O U R E X I S T I N G M I N O R C O N T O U R 4 6 5 4 4 6 5 3 . 5 0 P R O P O S E D M A J O R C O N T O U R P R O P O S E D M I N O R C O N T O U R 4 6 5 6 4 6 5 5 . 5 0 P E R F P E R F P R O P O S E D P E R F O R A T E D D R A I N P I P E I R R I G I R R I G P R O P O S E D I R R I G A T I O N S L E E V E P R O P O S E D P R E S S U R I Z E D S A N S E W E R S E R V I C E S S F M S S F M F I R E F I R E P R O P O S E D F I R E S E R V I C E B T B T ABDNABANDONACASPHALTIC CONCRETE, ALUMINUM CAPADAAMERICANS WITH DISABILITIES ACTADDLADDITIONALADJADJACENT, ADJUSTAFFABOVE FINISHED FLOORALTALTERNATEAPPROXAPPROXIMATEARCHARCHITECTURE, ARCHITECTURALARCPARCHED REINFORCED CONCRETE PIPEASPHASPHALTAVGAVERAGEBCBUILDING CORNERBFFBELOW FINISHED FLOORBHBOREHOLEBLDGBUILDINGBLKBLOCKBMBENCHMARKBRGBEARINGBWBOTTOM OF WALLCHKCHECKCICAST IRONCIPCCAST IN-PLACE CONCRETECIRCCIRCULARCLCENTERLINECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITSCOCLEANOUTCOBCITY OF BOZEMANCOMBCOMBINATIONCONCCONCRETECONNCONNECT, CONNECTIONCOORDCOORDINATECPCONTROL POINTCPPCORRUGATED PLASTIC PIPE CSPCORRUGATED STEEL PIPECTRCENTERCUCUBICCU FT, CFCUBIC FEETCU INCUBIC INCHCULVCULVERTCU YDCUBIC YARDD & LD&L FOUNDRY AND SUPPLYDBLDOUBLEDIDUCTILE IRON, DRAIN INLETDIA, ØDIAMETERDIMDIMENSIONDIRDIRECTIONDTLDETAILDWGDRAWINGEEASTEAEACH, EDGE OF ASPHALTECEDGE OF CONCRETEEGEDGE OF GRAVEL, EXISTING GROUNDEJIWEAST JORDAN IRON WORKSEL, ELEVELEVATIONELECELECTRIC, ELECTRICALENGRENGINEEREPEDGE OF PAVEMENTEXCEXCAVATEEXEXISTINGEXTEXTERIORFDFLOOR DRAINFDNFOUNDATIONFESFLARED END SECTIONFETFLARED END TERMINALFFFINISHED FLOORFGFINISHED GRADEFHYDFIRE HYDRANTFLFLOWLINE FLRFLOORFTFOOT, FEETFTGFOOTINGGAGAGE, GAUGEGALGALLONGBGRADE BREAKGFAGROSS FLOOR AREAGNDGROUNDGSPGALVANIZED STEEL PIPEGVLGRAVELHCHANDICAPHDPEHIGH DENSITY POLYETHYLENEHORIZHORIZONTALHPHIGH POINTHTHEIGHTHWYHIGHWAYHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONININCHINSULINSULATEINTINTERIORINVINVERTLATLATITUDELFLINEAR FEETLONGLONGITUDE, LONGITUDINALLTLEFTLVLLEVELMATLMATERIALMAXMAXIMUMMDTMONTANA DEPARTMENT OFTRANSPORTATIONMECHMECHANICALMFDMANUFACTUREDMFRMANUFACTURER M H M A N H O L E M I N M I N I M U M M I S C M I S C E L L A N E O U S N N O R T H N E N O R T H E A S T N I C N O T I N C O N T R A C T N O M N O M I N A L N T S N O T T O S C A L E N W N O R T H W E S T O C O N C E N T E R O D O U T S I D E D I A M E T E R O H P O V E R H E A D P O W E R P C P O I N T O F C U R V E P I P O I N T O F I N T E R S E C T I O N P L P R O P E R T Y L I N E P R E L I M P R E L I M I N A R Y P R O P P R O P E R T Y P T P O I N T , P O I N T O F T A N G E N C Y P V C P O L Y V I N Y L C H L O R I D E P V M T P A V E M E N T R A C E T R O A D A P P R O A C H C U L V E R T E N D T E R M I N A L R , R A D R A D I U S R C R E I N F O R C E D C O N C R E T E R C P R E I N F O R C E D C O N C R E T E P I P E R D R O A D , R O O F D R A I N R E F R E F E R E N C E R E Q D R E Q U I R E D R T R I G H T R / W R I G H T - O F - W A Y S S O U T H S A N S A N I T A R Y S C H S C H E D U L E S D S T O R M D R A I N S E S O U T H E A S T S E C S E C T I O N S P E C S P E C I F I C A T I O N S Q S Q U A R E S Q F T , S F S Q U A R E F O O T S Q I N S Q U A R E I N C H S T A S T A T I O N S S S A N I T A R Y S E W E R S T D S T A N D A R D S V C S E R V I C E S W S I D E W A L K , S O U T H W E S T T B T H R U S T B L O C K T B C T O P B A C K O F C U R B T E M P T E M P O R A R Y , T E M P E R A T U R E T O C T O P O F C O N C R E T E T R A N S T R A N S I T I O N T W T O P O F W A L L T Y P T Y P I C A L U G U N D E R G R O U N D U T I L U T I L I T Y V E R T V E R T I C A L V O L V O L U M E V P D V E H I C L E S P E R D A Y W W E S T W / W I T H W / O W I T H O U T W L W A T E R L I N E T R W A T E R W S E L W A T E R S U R F A C E E L E V A T I O N W V W A T E R V A L V E X F M R T R A N S F O R M E R Y D Y A R D N O T E : F O R A B B R E V I A T I O N S N O T L I S T E D , C O N T A C T T H E E N G I N E E R . GENERAL NOTES:1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS.2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIESARE SHOWN IN HEAVY LINE WEIGHTS.CONSTRUCTION NOTES:1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS);THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALLPROVIDE PROOF OF A PERMIT FROM SAID DIVISION.3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THEOWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THECONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY LINE AND GRADE OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTIONPRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES.5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERSDISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIORTO THE START OF CONSTRUCTION.7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OFSPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCHSERVICES.8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING,REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR.10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE INACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY ANDMAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. CONTRACTOR SHALL REMOVE ALL CONCRETE WASTE FROM PROJECT SITE RESULTING FROMCURBS, SIDEWALKS AND OTHER INSTALLATIONS.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIESHAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BEINSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIANPATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS.13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER ORENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OROWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER.15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FORCOMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL.16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED.17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/ORENGINEER.18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER.19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT.20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THEMPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION BY ALLIED ENGINEERING DATED MARCH 12TH, 2018 (ALLIED ENGINEERING - PARK PLACE INDUSTRIAL - BOZEMAN MT).21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED.22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATEINTERLOCK FOR SPECIFIED MINIMUM DEPTH.23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4600' TO PROJECT DATUM. THE HORIZONTAL DATUM = LOCAL COORDINATE SYSTEM, VERTICAL DATUM = NAVD 8824.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED.25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCALGOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGTHE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY.26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL.27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%.28.CONTRACTOR SHALL TACK ALL JOINTS AND AND BETWEEN ASPHALT LIFTS PRIOR TO PAVING. G E N E R A L U T I L I T Y N O T E S : 1 . T H E L O C A T I O N , D E P T H , A N D S I Z E O F E X I S T I N G U T I L I T I E S S H O W N O N T H E S E P L A N S I S A P P R O X I M A T E . T H E C O N T R A C T O R S H A L L F I E L D V E R I F Y T H E E X I S T E N C E , L O C A T I O N , D E P T H , S I Z E , L I N E , A N D G R A D E O F E X I S T I N G U T I L I T I E S P R I O R T O C O N S T R U C T I O N . T H E C O N T R A C T O R S H A L L B E S O L E L Y R E S P O N S I B L E F O R A N Y D A M A G E T O T H E E X I S T I N G F A C I L I T I E S D U E T O F A I L U R E T O L O C A T E O R P R O V I D E P R O P E R P R O T E C T I O N W H E N L O C A T I O N I S K N O W N . 2 . L O C A T I O N O F S I T E U T I L I T I E S S H A L L B E V E R I F I E D B Y G E N E R A L C O N T R A C T O R A N D T H E U T I L I T Y C O M P A N Y P R O V I D I N G S E R V I C E . A N Y P R O P O S E D A D J U S T M E N T S T O D R Y U T I L I T Y L O C A T I O N S H A L L B E C O O R D I N A T E D W I T H U T I L I T Y C O M P A N I E S . 3 . P R I O R T O S U B M I T T I N G P I P I N G D R A W I N G S F O R A N Y N E W P I P E T H A T I S T O C O N N E C T T O A N E X I S T I N G P I P E O R S T R U C T U R E , T H E C O N T R A C T O R S H A L L E X P O S E T H E E X I S T I N G P I P E O R S T R U C T U R E T O V E R I F Y I T S E X A C T L O C A T I O N , S I Z E , M A T E R I A L S , I N V E R T E L E V A T I O N S , A N D G R A D E . 4 . T H E C O N T R A C T O R S H A L L N O T I F Y T H E M O N T A N A O N E C A L L C E N T E R @ 8 1 1 O R ( 8 0 0 ) 5 5 1 - 8 3 4 4 F O R O N - S I T E U T I L I T Y L O C A T I O N . A L L K N O W N E X I S T I N G U T I L I T I E S S H A L L B E M A R K E D B E F O R E D I G G I N G . 5 . S I T E T O B E R O U G H G R A D E D P R I O R T O I N S T A L L A T I O N O F U T I L I T I E S T O A S S U R E 6 . 5 F E E T ( 7 8 I N C H E S ) O F M I N I M U M C O V E R O N B U R I E D W A T E R P I P I N G O R D E E P E R A S S P E C I F I E D . I F 6 . 5 F E E T O F M I N I M U M C O V E R C A N N O T B E O B T A I N E D , I N S U L A T I O N O F B U R I E D W A T E R P I P I N G S H A L L B E R E Q U I R E D . 6 . G E N E R A L C O N T R A C T O R S H A L L H A V E A P P R O V A L O F A L L G O V E R N I N G A G E N C I E S H A V I N G J U R I S D I C T I O N O V E R A N Y U T I L I T Y S Y S T E M P R I O R T O I N S T A L L A T I O N . 7 . C O N T R A C T O R T O C O O R D I N A T E W I T H C I T Y E N G I N E E R P R I O R T O C O N N E C T I N G T O E X I S T I N G W A T E R L I N E S O W N E D A N D M A I N T A I N E D B Y T H E C I T Y O F B O Z E M A N . 8 . A L L W A T E R V A L V E S O W N E D A N D O P E R A T E D B Y T H E C I T Y O F B O Z E M A N S H A L L B E O P E R A T E D B Y C I T Y O F B O Z E M A N P U B L I C W O R K S D E P A R T M E N T P E R S O N N E L O N L Y . 9 . S E W E R A N D W A T E R C O N N E C T I O N S S H A L L B E P E R F O R M E D B Y A L I C E N S E D P L U M B E R . 1 0 . G E N E R A L C O N T R A C T O R W I L L B E R E S P O N S I B L E F O R A L L T A P A N D T I E - I N F E E S R E Q U I R E D , A S W E L L A S T H E C O S T O F U N D E R G R O U N D S E R V I C E C O N N E C T I O N S T O T H E B U I L D I N G . 1 1 . A L L G R A V I T Y S A N I T A R Y S E W E R P I P I N G S H A L L B E S D R 3 5 P V C I N A C C O R D A N C E W I T H A S T M D 3 0 3 4 , U N L E S S O T H E R W I S E N O T E D . 1 2 . F I R E S E R V I C E P I P E M A T E R I A L S H A L L B E C L A S S 5 1 D U C T I L E I R O N M E E T I N G A W W A C 1 5 1 . 1 3 . D O M E S T I C W A T E R S E R V I C E P I P E M A T E R I A L S H A L L B E T Y P E " K " C O P P E R F O R S E R V I C E S L E S S T H A N 4 " A N D C L A S S 5 1 D U C T I L E I R O N M E E T I N G A W W A C 1 5 1 F O R S E R V I C E S G R E A T E R T H A N 4 " , U N L E S S O T H E R W I S E N O T E D . 1 4 . D I M E N S I O N S S H O W N A R E T O C E N T E R L I N E O F P I P E O R F I T T I N G . 1 5 . T H E P I P E G R A D E S S H O W N A R E C A L C U L A T E D F R O M A C T U A L D I S T A N C E S , E D G E - O F - M A N H O L E T O E D G E - O F - M A N H O L E F O R B O T H S A N I T A R Y S E W E R A N D S T O R M D R A I N A S A P P L I C A B L E . T H E D I S P L A Y E D P I P E L I N E A L F E E T R E F L E C T S T H E D I S T A N C E F R O M C E N T E R - O F - M A N H O L E T O C E N T E R - O F - M A N H O L E O N A L L G R A V I T Y P I P I N G . 1 6 . L A Y P I P E T O U N I F O R M G R A D E B E T W E E N I N D I C A T E D E L E V A T I O N P O I N T S . 1 7 . S I Z E O F F I T T I N G S S H O W N O N D R A W I N G S S H A L L C O R R E S P O N D T O A D J A C E N T S T R A I G H T R U N O F P I P E , U N L E S S O T H E R W I S E I N D I C A T E D . T Y P E O F J O I N T A N D F I T T I N G M A T E R I A L S H A L L B E T H E S A M E A S S H O W N F O R A D J A C E N T S T R A I G H T R U N O F P I P E . 1 8 . T H R U S T B L O C K S A R E N O T G E N E R A L L Y S H O W N O N T H E D R A W I N G S . A L L F I T T I N G S , I N C L U D I N G B E N D S E Q U A L T O O R G R E A T E R T H A N T W E N T Y - T W O A N D O N E - H A L F D E G R E E S ( 2 2 . 5 ° ) , T E E S , A N D P L U G S , S H A L L B E T H R U S T B L O C K E D I N C O N F O R M A N C E W I T H M P W S S , C I T Y O F B O Z E M A N M O D I F I C A T I O N S T O T H E M P W S S , O R M U S T H A V E M E C H A N I C A L L Y R E S T R A I N E D J O I N T S W H E R E I N D I C A T E D O N T H E P L A N S . 1 9 . A L L V A L V E S S H A L L B E I N S T A L L E D W I T H T H R U S T B L O C K I N G A N D V A L V E B O X E S I N A C C O R D A N C E W I T H M P W S S A N D C I T Y O F B O Z E M A N S T A N D A R D S . 2 0 . V A L V E B O X E S A R E R E Q U I R E D F O R A L L V A L V E S I N A B U R I E D S E R V I C E . 2 2 . G E N E R A L C O N T R A C T O R S H A L L T R E N C H F O R D R Y U T I L I T I E S ( N A T U R A L G A S , P O W E R , C A B L E , P H O N E , E T C . ) . D R Y U T I L I T I E S A R E T O B E I N S T A L L E D A S N O T E D I N A G R E E M E N T ( S ) W I T H T H E U T I L I T Y C O M P A N Y O R C O M P A N I E S . 2 3 . T H E C O N T R A C T O R S H A L L A D J U S T A L L N E W A N D E X I S T I N G V A L V E B O X E S , C U R B B O X E S , A N D M A N H O L E S T O F I N A L G R A D E U P O N C O M P L E T I O N O F A L L C O N S T R U C T I O N . A N Y B O X E S O R M A N H O L E S D A M A G E D O R O T H E R W I S E D I S T U R B E D B Y T H E C O N T R A C T O R O R A N Y S U B C O N T R A C T O R S H A L L B E R E P A I R E D A T T H E E X P E N S E O F T H E C O N T R A C T O R . T H I S W O R K S H A L L B E I N C I D E N T A L T O T H E P R O J E C T . S E P A R A T E P A Y M E N T W I L L N O T B E M A D E . 2 4 . T H E C O N T R A C T O R S H A L L N O T I F Y T H E C I T Y O F B O Z E M A N W A T E R D E P A R T M E N T 2 4 H O U R S P R I O R T O B E G I N N I N G A N Y W O R K . 2 5 . T H E C O N T R A C T O R M U S T M A I N T A I N A C C E S S T O M D T F R O M F R O N T A G E R O A D T O T H E I R E X I S T I N G F A C I L I T Y A T A L L T I M E S D U R I N G C O N S T R U C T I O N . D E T A I L A N D S E C T I O N D E S I G N A T I O N A - X - X S E C T I O N ( L E T T E R ) O R D E T A I L ( N U M E R A L ) D E S I G N A T I O N D R A W I N G N U M B E R ( O R S A M E D R A W I N G ) O N D R A W I N G W H E R E S E C T I O N O R D E T A I L I S T A K E N : D R A W I N G N U M B E R W H E R E S H O W N O N D R A W I N G W H E R E S E C T I O N O R D E T A I L I S S H O W N : D R A W I N G N U M B E R ( S ) W H E R E T A K E N K n o w w h a t ' s b e l o w . b e f o r e y o u d i g . C a l l R E N T I T Y P O W E R & G A S P R O J E C T C O N T A C T L I S T F I R M O R A G E N C Y A D D R E S S C O N T A C T P H O N E & E M A I L N O R T H W E S T E R N E N E R G Y 1 2 1 E A S T G R I F F I N B O Z E M A N , M T 5 9 7 1 5 C A M M Y D O O L E Y ( 4 0 6 ) 5 3 9 - 2 3 5 9 C a m m y . D o o l e y @ n o r t h w e s t e r n . c o m T E L E P H O N E C E N T U R Y L I N K 2 7 0 7 W E S T M A I N S T R E E T B O Z E M A N , M T 5 9 7 1 8 L A N C E H O L J E ( 4 0 6 ) 5 8 5 - 2 3 5 3 w i l l i a m . h o l j e @ c e n t u r y l i n k . c o m B R O A D B A N D C A B L E C H A R T E R C O M M U N I C A T I O N S 5 1 1 W E S T M E N D E N H A L L S T R E E T B O Z E M A N , M T 5 9 7 1 5 A N D Y M O L E N D A ( 4 0 6 ) 5 8 6 - 1 8 3 7 a m o l e n d a @ c a b l e v i s i o n . c o m B R O A D B A N D F I B E R O P T I C M O N T A N A O P T I C O M 1 4 4 Q U A I L R U N R O A D B O Z E M A N , M T 5 9 7 1 8 T R E N T F R O S T ( 4 0 6 ) 5 7 9 - 5 2 2 4 t f r o s t @ m t - o p t i c o m . c o m C I T Y E N G I N E E R I N G C I T Y O F B O Z E M A N E N G I N E E R I N G D I V I S I O N 2 0 E A S T O L I V E S T R E E T B O Z E M A N , M T 5 9 7 1 5 S H A W N K O H T Z ( C I T Y E N G I N E E R ) ( 4 0 6 ) 5 8 2 - 2 2 8 0 S K o h t z @ b o z e m a n . n e t C I T Y P L A N N I N G & Z O N I N G C I T Y O F B O Z E M A N P L A N N I N G D E P A R T M E N T T O M R O G E R S ( 4 0 6 ) 5 8 2 - 2 2 8 9 T R o d g e r s @ b o z e m a n . n e t W A T E R & S A N I T A R Y S E W E R C I T Y O F B O Z E M A N W A T E R & S E W E R D I V I S I O N 1 2 1 N O R T H R O U S E A V E N U E B O Z E M A N , M T 5 9 7 1 5 J O H N A L S T O N ( S U P E R I N T E N D E N T ) ( 4 0 6 ) 5 8 2 - 3 2 0 0 j a l s t o n @ b o z e m a n . n e t E N G I N E E R O F C O N T E N T M O R R I S O N - M A I E R L E , I N C . 2 8 8 0 T E C H N O L O G Y B L V D W P O B O X 1 1 1 3 B O Z E M A N , M T 5 9 7 7 1 - 1 1 1 3 M A T T E K S T R O M ( 4 0 6 ) 5 8 7 - 0 7 2 1 m e k s t r o m @ m - m . n e t E N V I R O N M E N T A L M O R R I S O N - M A I E R L E , I N C . 2 8 8 0 T E C H N O L O G Y B L V D W P O B O X 1 1 1 3 B O Z E M A N , M T 5 9 7 7 1 - 1 1 1 3 C H R I S T I N E P E A R C Y ( 4 0 6 ) 5 8 7 - 0 7 2 1 c p e a r c y @ m - m . n e t 2 0 E A S T O L I V E S T R E E T B O Z E M A N , M T 5 9 7 1 5 P R O J E C T A R C H I T E C T B E C H T L E A R C H I T E C T S 4 5 1 5 V a l l e y C o m m o n s D r . S u i t e 2 0 1 B O Z E M A N , M T 5 9 7 1 8 S C O T T B E C H T L E ( 4 0 6 ) 5 9 9 - 1 7 4 2 s c o t t b @ b e c h t l e a r c h i t e c t s . c o m · T E E S S H O W N I N T A B L E H A V E N O M I N A L P I P E S I Z E L A R G E R T H A N B R A N C H P I P E S I Z E . · R E S T R A I N T S S H A L L B E I N S T A L L E D O N L A R G E R S I D E O F R E D U C E R S . · R E S T R A I N T L E N G T H S M A Y B E D E C R E A S E D B A S E D O N A D J A C E N T F I T T I N G L O C A T I O N S A N D A D J A C E N T P I P E L E N G T H S . S E E M A N U F A C T U R E R S ' R E C O M M E N D A T I O N S . VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\G-2.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINEE R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N 2 2 8 6 . 0 0 8 B O Z E M A N M O N T A N A G E N E R A L N O T E S , L E G E N D , & A B B R E V I A T I O N S G - 2 M E E 0 2 / 2 0 1 9 # M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 4600 4605 4610 4615 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 0+000+501+001+50 2 + 0 0 EG-4610.17EG-4612.36EG-4611.88 EG-4611.00 EG-4613.85EG-4612.32EG-4612.21EG-4611.48FG-4614.47FG-4613.91FG-4613.58FG-4613.31FG-4613.10FG-4612.95FG-4612.80 FG-4612.65 FG-4612.50 PVI STA = 0+75.00PVI ELEV = 4613.249A.D. = 0.71%K = 98.25LOW POINT STA = 1+10.00LOW POINT ELEV = 4613.04L = 70.00 VCBVCS = 0+40.00BVCE = 4613.71EVCS = 1+10.00EVCE = 4613.04 STA = 0+00.00ELEV = 4614.47-2.25%-1.31%-2.25%-1.31%STA = 0+00.00ELEV = 4614.47 PVI STA = 0+75.00PVI ELEV = 4613.249A.D. = 0.71%K = 98.25LOW POINT STA = 1+10.00LOW POINT ELEV = 4613.04L = 70.00 VCBVCS = 0+40.00BVCE = 4613.71EVCS = 1+10.00EVCE = 4613.04NELSON ROAD CL PCEND WARP CROWN TRANSITIONSTA = 1+75.00 ELEV = 4612.65 BEGIN TRANSITION TONORMAL CROWN LT / RTSTA = 1+00.00ELEV = 4613.16PROPOSED FINISHEDGROUND AT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINE(3) PROPOSED12" A-2000 UTILITYCONDUITS - SEE DETAIL4D-1PROPOSED 16"WATER MAIN PROPOSED SANIT A R Y SEWER FORCE M A I N /// /// // / /// // / /// /// /// /// // / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// /// // / / / / / / / B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S B P B P B P B P B P B P B P B P B P B P B P B P 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W W S W S F I R E F I R E F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M S 1 ° 5 3 ' 2 6 " W 2 1 2 . 4 1 ' 1 + 7 5 2 + 0 0 2 + 2 5 2 + 5 0 2 + 7 5 3 + 0 0 3 + 2 5 3 + 5 0 3 + 7 5 4 + 0 0 4 + 2 5 4 + 5 0 G B / P C T B C = 3.00 % ∆ = 2 5 ° 4 5 ' 5 1 " R = 3 0 0 . 0 0 ' L = 2 4 0 0 . 0 0 ' C H O R D B R G = N 1 4 ° 4 6 ' 2 1 " E C H O R D L = 1 3 3 . 7 7 ' R E P L A C E E X I S T I N G A P P R O A C H P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 1 3 4 6 1 1 . 7 4 P C T B C = O / S 2 4 . 0 0 R T S T A 2 + 7 6 . 9 2 4 6 1 1 . 3 0 P T T B C = O / S 2 4 . 0 0 R T S T A 3 + 5 3 . 2 3 N 1 ° 5 3 ' 2 6 " E 5 5 8 . 7 3 ' 2 4 . 0 0 ' 2 4 . 0 0 ' 1 4 . 0 0 ' 6 . 0 0 ' 1 0 . 0 0 ' 6 . 0 0 ' 4 6 1 1 . 5 4 P T T B C = O / S 2 4 . 0 0 L T S T A 3 + 0 9 . 9 0 4 6 1 2 4 6 1 2 4 6 1 2 4 6 1 1 . 0 0 4 6 1 0 4 6 0 9 . 5 0 46 1 0 46 0 9 . 5 0 4 6 1 1 . 5 0 4 6 1 1 . 0 0 4 6 1 0 . 5 0 4 6 1 2 4 6 1 2 . 5 0 4 6 1 3 . 0 0 4 6 1 4 4 6 1 1 . 0 0 4 6 1 1 . 5 0 4 6 1 1 . 5 0 4 6 1 1 . 0 0 4 6 1 0 . 5 0 4 6 1 0 4 6 1 2 4 6 1 2 4 6 1 1 . 5 0 4 6 1 0 . 5 0 4 6 1 0 1 3 . 2 8 ' 1 8 . 3 3 ' //////////////////////// / / / // / / / / // / // / //////////////////////////////////// // / // / // / // / OHPOHPOHPOHPOHPOHPOHPOHP BTBTBTBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T BT BT BT BT B T B T B T B T B T G A S G A S B P B P 16W 16W 16W 16W 16W 16W 1 6 W 1 6 W 1 6 W 1 6 W H Y DFMFMFM FM F M F M F M F M F M UCDUCDUCDUCDUCDUCDUCD UCDUCDUCDUCDUCDUCDUCD UCDUCDUCDUCDUCDUCDUCD UTIL UTIL UTILUTILUTILUTILUTILUTILUTILUTILUTILUTILUTIL32PPBN27°39'17"E 62.76'0+000+250+500+751+001+251+501 + 7 5 2 + 0 0 2 + 2 5 4613.19 GB TBC =O/S 24.23 LT STA 1+00.144614.20 GB TBC =O/S 32.04 RT STA 1+00.434613.66 TBC TRANS =O/S 27.55 RT STA 1+25.284613.21 TBC TRANS =O/S 26.27 RT STA 1+35.23 4 6 1 2 . 3 5 G B / P C T B C = O / S 2 4 . 0 0 R T S T A 1 + 7 5 . 0 0 1.26%1.67% 3.00% 4612.35 GB TBC =O/S 24.00 LT STA 1+75.003.00%4614.39 PCC TBC =O/S 35.51 RT STA 0+85.994614.65 APRON TBC =O/S 43.05 RT STA 0+65.47 4613.11 PT TBC =O/S 24.00 LT STA 1+06.914613.36 PCC TBC =O/S 27.11 LT STA 0+82.174613.41 APRON TBC =O/S 28.43 LT STA 0+78.074613.49 APRON TBC =O/S 46.60 LT STA 0+58.94 4613.48 PCC TBC =O/S 48.06 LT STA 0+58.32N27° 39' 17"E225.00'SPILL CURB(TYP)14.20 FL =14.32 FL =13.01 FL =13.05 FL =R100.00'1.50%1.50%1.50%1.50%4:1 4:1 4611.5 0 4614.50 4614 4 6 1 1 . 5 0 4612 4 6 1 2 4 6 1 2 4612.504613.00 4613.50461246124611.504611.004611.004611.504613.504614 4 6 1 2 4 6 1 4 4 6 1 2 FOR ADDITIONALINTERSECTION DETAILSEE SHEET D-5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 2 + 0 0 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 EG-4611.00 EG-4611.59 EG-4612.15 EG-4612.13 EG-4611.82 EG-4611.67 EG-4610.84 EG-4611.37 EG-4611.02 EG-4610.67 EG-4610.33 FG-4612.50 FG-4612.35 FG-4612.20 FG-4612.05 FG-4611.90 FG-4611.75 FG-4611.60 FG-4611.42 FG-4611.17 FG-4610.92 FG-4610.67 - 0 . 6 0 % STA = 3+68.53 ELEV = 4611.49 STA = 3+68.53 ELEV = 4611.49 - 0 . 6 0 % NELSON ROAD CL PT STA = 3+09.90 ELEV = 4611.84 C L D R I V E A P P R O A C H R T S T A = 3 + 1 2 . 0 8 E L E V = 4 6 1 1 . 8 3 P R O P O S E D F I N I S H E D G R O U N D A T C E N T E R L I N E E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E P R O P O S E D 1 6 " W A T E R M A I N P R O P O S E D S A N I T A R Y S E W E R F O R C E M A I N VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-01_NELSON-RD_STA-0+00-TO-4+50.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 0 + 0 0 T O 4 + 5 0 - - - - R - 1 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW 05/17/2019 TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 N E L S O N R O A D FRONTAGE ROAD MATCH LINE SEE SHEET R-2 NELSON ROAD N E L S O N R O A D NELSON ROAD I N S T A L L N E W C U R B A S R E Q U I R E D T O M A T C H E X I S T I N G C U R B R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 4595 4600 4605 4610 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 4+505+005+506+00 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 EG-4610.33EG-4609.99EG-4609.44EG-4609.47EG-4609.58EG-4609.39EG-4608.31EG-4608.63 EG-4607.79 EG-4607.71 EG-4607.64 EG-4606.84 EG-4606.81 EG-4606.56 EG-4606.24 EG-4606.29 EG-4605.96 EG-4605.78 EG-4605.25 EG-4604.45 EG-4603.80 EG-4603.24 EG-4602.85 FG-4610.67FG-4610.42FG-4610.17FG-4609.92FG-4609.67FG-4609.42FG-4609.17 FG-4608.92 FG-4608.67 FG-4608.42 FG-4608.17 FG-4607.92 FG-4607.67 FG-4607.42 FG-4607.17 FG-4606.92 FG-4606.67 FG-4606.42 FG-4606.17 FG-4605.92 FG-4605.67 FG-4605.42 FG-4605.17 P R O P O S E D F I N I S H E D G R O U N D A T C E N T E R L I N E E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E P R O P O S E D 1 6 " W A T E R M A I N CENTERLINE DRIVEAPPROACH LT & RTSTA = 5+66.04ELEV = 4609.51 - 1 . 0 0 % N E L S O N R O A D C L S T A = 8 + 6 8 . 6 3 = R O Y A L W O L F W A Y C L S T A 0 + 0 0 . 0 0 E L E V = 4 6 0 6 . 4 9 CENTERLINE DRIVE APPROACH RT STA = 8+79.34 ELEV = 4606.38 NELSON ROAD CL PI STA = 8+97.49 ELEV = 4606.20 S T A 8 + 2 4 . 6 2 - 1 1 . 5 4 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 0 1 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 6 0 6 . 5 5 1 2 " H P S T O R M I N V I N ( E ) = 4 6 0 2 . 7 5 1 2 " H P S T O R M I N V I N ( W ) = 4 6 0 2 . 7 5 1 5 " H P S T O R M I N V O U T ( N ) = 4 6 0 2 . 5 0 S U M P = 4 6 0 1 . 7 5 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 3 ± 4 0 0 L F 1 5 " H P S T O R M @ ± 1 . 0 0 % S L O P E P R O P O S E D S A N I T A R Y S E W E R F O R C E M A I N ( 3 ) P R O P O S E D 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S /// // / /// // / /// // / /// /// /// // / /// // / /// // / /// // / /// /// /// /// // / /// // / /// //////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////// G A S G A S BTBTBTBTBTBTBTBTBTBTBTB T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBTBTBTBTBTBTBTB T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGASGASGASGASGASGASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S 16W16W16W16W16W16W16W16W16W16W16W16 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 8 W 8 W 8 W HYD6W WSWS FIREFIREFMFMFMFMFMFMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M 1 2 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D I R R I G I R R I G I R R I G I R R I G I R R I G I R R I G U C D U C D U C D U C D U C D U C D U C D U C D U C D 2 2 9 . 6 1 ' 157.6 8 ' 1 5 8 . 6 5 ' S1°53'26"W 212.41'4+504+755+005+255+505+756+006 + 2 5 6 + 5 0 6 + 7 5 7 + 0 0 7 + 2 5 7 + 5 0 7 + 7 5 8 + 0 0 8 + 2 5 8 + 5 0 8 + 7 5 9 + 0 0 9 + 2 5 9 + 5 0 9 + 7 5 1 0 + 0 0 4609.64 PC TBC =O/S 24.00 RT STA 5+25.194608. 8 3 PT TB C = O/S 2 4 . 0 0 R T STA 6 + 0 5 . 9 4 N 1 ° 5 3 ' 2 6 " E 5 5 8 . 7 3 ' 46104609.504611.00 4610.504610 4610.504610 -0+50 -0+25 0 + 0 0 0+25 0+50 N 2 ° 0 0 ' 5 8 " E 1 4 5 2 . 5 1 ' 4609.58 PC TBC =O/S 24.00 LT STA 5+30.544608.87 PT TBC =O/S 24.00 L T STA 6+01.5 4 INSTALL NEW DRIVEAPPROACH PERCITY OF BOZEMANSTD DWG 02529-13REPLACE EXISTING DRIVE APPROACH PERCITY OF BOZEMAN STD DWG 02529-13 4 6 0 6 . 6 3 P C T B C = O / S 2 4 . 0 0 L T S T A 8 + 2 6 . 1 3 4 6 0 6 . 2 5 G B A C = O / S 2 2 . 0 0 L T S T A 8 + 2 6 . 1 3 4 6 0 5 . 4 0 G B A C = O / S 2 2 . 0 0 L T S T A 9 + 1 1 . 0 2 R E P L A C E E X I S T I N G D R I V E A P P R O A C H P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 1 3 4 6 0 6 . 3 7 P C T B C = O / S 2 4 . 0 0 R T S T A 8 + 5 1 . 8 4 4 6 0 5 . 8 2 P T T B C = O / S 2 4 . 0 0 R T S T A 9 + 0 6 . 9 3 4 6 0 5 . 7 8 P T T B C = O / S 2 4 . 0 0 L T S T A 9 + 1 1 . 0 2 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 3 ± 4 0 0 L F 1 5 " H P S T O R M @ ± 1 . 0 0 % S L O P E ( 3 ) P R O P O S E D 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 2 4 . 0 0 ' 2 4 . 0 0 ' 1 9 . 0 0 ' 6 . 0 0 ' 1 4 . 0 0 ' 6 . 0 0 ' 4:1 4:1 4:1 3.00%3.00%1.50%1.50% 1.50%1.50% 4 6 0 8 4 6 0 8 4 6 0 8 4 6 0 7 . 5 0 4 6 0 7 . 5 0 4 6 0 7 . 0 0 4 6 0 6 4 6 0 5 . 5 0 4 6 0 4 . 5 0 4 6 0 5 . 0 0 4 6 0 5 . 0 0 4 6 0 8 . 5 0 4609.50 4609.00 4 6 0 8 . 5 0 4609.004610 4608.50 4 6 0 8 4 6 0 4 E X I S T I N G 4 " G A S M A I N V E R T I C A L L O C A T I O N U N K N O W N C O N T R A C T O R T O F I E L D V E R I F Y ( 2 ) P R O P O S E D 4 " S C H 4 0 P V C I R R I G A T I O N S L E E V E S E X I S T I N G C O N C R E T E P A D T O B E R E M O V E D 4 6 0 5 . 8 0 G B S W = O / S 3 8 . 0 0 L T S T A 9 + 2 9 . 3 2 1.50% 41.00'30.75'NEW CURB AS NECESSARYTO MATCH EXISTING CURB 2 5 . 0 0 ' VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-02_NELSON-RD_STA-4+50-TO-10+00.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 4 + 5 0 T O 1 0 + 0 0 - - - - R - 2 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019 TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 N E L S O N R O A D MATCH LINESEE SHEET R-1 N E L S O N R O A D MATCH LINE SEE SHEET R-3 1 CIVIL SITE FEATURE NOTES BY SYMBOL:STA 8+24.62 - 23.00' LT | INSTALL NEW 2'x3' STORM DRAIN CATCH BASIN #SDI-NR-01 WITHEJIW 7030Z1 FRAME & 7030M6 GRATE OR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4606.64 | GRATE @ FL = 4606.1812" HP STORM INV OUT (E) = 4603.07SUMP = 4602.32 2 2 S T A 8 + 2 4 . 6 2 - 2 2 . 8 6 ' R T | I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - N R - 0 2 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 6 0 6 . 6 4 | G R A T E @ F L = 4 6 0 6 . 1 8 1 2 " H P S T O R M I N V O U T ( W ) = 4 6 0 2 . 8 4 S U M P = 4 6 0 2 . 0 9 1 ROYAL WOLF WAY 3 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 1 ± 3 5 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 4 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 2 ± 1 1 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 3 5 S T A 8 + 2 4 . 6 2 - 1 1 . 5 4 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 0 1 4 5 6 I N S T A L L T Y P E I S T R E E T C L M O N U M E N T O N S E C T I O N C O R N E R P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 3 6 RECORDDRAWINGS12/19/20192RECORD DRAWINGSCJF12/19/2019 4590 4595 4600 4605 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 10+0010+5011+0011+50 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 1 5 + 0 0 1 5 + 5 0 EG-4602.85EG-4602.80EG-4602.54EG-4602.34EG-4602.18EG-4602.05EG-4601.84EG-4601.58 EG-4601.32 EG-4600.99 EG-4600.55 EG-4600.35 EG-4600.31 EG-4600.14 EG-4599.93 EG-4599.80 EG-4599.41 EG-4599.10 EG-4598.90 EG-4598.75 EG-4598.45 EG-4598.25 EG-4598.21 FG-4605.17FG-4604.92FG-4604.67FG-4604.42FG-4604.17FG-4603.92FG-4603.67 FG-4603.42 FG-4603.17 FG-4602.92 FG-4602.67 FG-4602.42 FG-4602.17 FG-4601.92 FG-4601.67 FG-4601.42 FG-4601.17 FG-4600.92 FG-4600.67 FG-4600.42 FG-4600.17 FG-4599.92 FG-4599.67 - 1 . 0 0 % P R O P O S E D F I N I S H E D G R O U N D A T C E N T E R L I N E E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E P R O P O S E D 1 6 " W A T E R M A I N - 1 . 0 0 % - 1 . 0 0 % CENTERLINE DRIVE APPROACH LT STA = 13+17.68 ELEV = 4602.00 S T A 1 2 + 2 4 . 6 5 - 1 2 . 4 9 ' R T INSTALL NEW 48" Ø S T A N D A R D S T R A I G H T STORM DRA I N M H # S D M H - 0 2 W I T H EJIW 3771 / 3772 SE R I E S F R A M E & C O V E R OR D&L A-1172 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 6 0 2 . 5 2 12" HP STO R M I N V I N ( E ) = 4 5 9 8 . 7 9 12" HP STOR M I N V I N ( W ) = 4 5 9 8 . 7 9 15" HP STO R M I N V I N ( S ) = 4 5 9 8 . 5 4 15" HP STORM I N V O U T ( N ) = 4 5 9 8 . 3 4 S U M P = 4 5 9 7 . 5 9 INSTALL NEW STORM DRAIN PIPE SDP-NR-03±400 LF 15" HP STORM @ ±1.00% SLOPEAPPROXIMATE LOCATION OF4" GAS PIPELINE CROSSING18" MINIMUM VERTICAL SEPARATIONCONTRACTOR TO FIELD VERIFY I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 6 ± 4 0 0 L F 1 5 " H P S T O R M @ ± 1 . 0 0 % S L O P E P R O P O S E D S A N I T A R Y S E W E R F O R C E M A I N /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / //////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / GASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGASGASGASGASGASGASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S 16W16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D 6 W W S W S F I R E F I R E W S W S F I R E F I R E FMFMFMFMFMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 1 5 S D 1 5 S D 1 5 S D 1 2 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D 1 7 5 . 5 7 ' 1 8 9 . 5 0 ' 229.61'10+0010+2510+5010+7511+0011+2511+5011 + 7 5 1 2 + 0 0 1 2 + 2 5 1 2 + 5 0 1 2 + 7 5 1 3 + 0 0 1 3 + 2 5 1 3 + 5 0 1 3 + 7 5 1 4 + 0 0 1 4 + 2 5 1 4 + 5 0 1 4 + 7 5 1 5 + 0 0 1 5 + 2 5 1 5 + 5 0 N 2 ° 0 0 ' 5 8 " E 1 4 5 2 . 5 1 ' 4 6 0 2 . 0 7 P C T B C = O / S 2 4 . 0 0 L T S T A 1 2 + 8 2 . 1 8 4 6 0 1 . 3 6 P T T B C = O / S 2 4 . 0 0 L T S T A 1 3 + 5 3 . 1 8 I N S T A L L N E W D R I V E A P P R O A C H P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 1 3 INSTALL NEW STORM DRAIN PIPE SDP-NR-03±400 LF 15" HP STORM @ ±1.00% SLOPE 4604.504605.00 4605.00 S T A 1 2 + 2 4 . 6 5 - 1 2 . 4 9 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 0 2 INSTALL N E W S T O R M D R A I N P I P E S D P - N R - 0 5 ±11 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E INSTALL NEW STOR M D R A I N P I P E S D P - N R - 0 4 ±35 LF 12" HP S T O R M @ ± 1 . 0 0 % S L O P E I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 6 ± 4 0 0 L F 1 5 " H P S T O R M @ ± 1 . 0 0 % S L O P E 2 4 . 0 0 ' 2 4 . 0 0 ' 1 4 . 0 0 ' 6 . 0 0 ' 3.00%3.00% 1.50% 1.50% 5:1 4:1 4600 4 6 0 2 45 9 9 . 0 0 46 0 0 4599.50 46 0 0 . 5 0 46 0 1 . 0 0 4 6 0 1 . 5 0 46024603.504603.504603.004602.504601.00 4 6 0 0 4 5 9 9 . 5 0 4 6 0 0 4 5 9 9 . 0 0 4 6 0 0 4 5 9 9 . 5 0 4 6 0 0 . 5 0 4 6 0 0 . 5 0 4 6 0 1 . 0 0 4 6 0 1 . 5 0 4 6 0 2 4 6 0 2 . 5 0 46044603.50 4 6 0 3 . 0 0 4604.5046044603.50 4 6 0 3 . 0 0 4 6 0 2 . 5 0 C O U N T Y R O A D E A S E M E N T B O U N D A R Y ( T Y P ) 4 1 . 0 0 ' VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-03_NELSON-RD_STA-10+00-TO-15+50.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 1 0 + 0 0 T O 1 5 + 5 0 - - - - R - 3 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019 TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 N E L S O N R O A D MATCH LINESEE SHEET R-2 N E L S O N R O A D MATCH LINE SEE SHEET R-4 1 CIVIL SITE FEATURE NOTES BY SYMBOL:STA 12+24.65 - 23.00' LT | INSTALL NEW 2'x3' STORM DRAIN CATCH BASIN #SDI-NR-03 WIT H EJIW 7030Z1 FRAME & 7030M6 GRATE OR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4602.64 | GRATE @ FL = 4602.1812" HP STORM INV OUT (E) = 4599.11SUMP = 4598.36 2 2 S T A 1 2 + 2 4 . 6 5 - 2 3 . 0 0 ' R T | I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - N R - 0 4 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 6 0 2 . 6 4 | G R A T E @ F L = 4 6 0 2 . 1 8 1 2 " H P S T O R M I N V O U T ( W ) = 4 5 9 8 . 8 6 S U M P = 4 5 9 8 . 1 1 1 RECORDDRAWINGS12/19/20192RECORD DRAWINGSCJF12/19/2019 4585 4590 4595 4600 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 15+5016+0016+5017+00 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 EG-4598.21EG-4597.82EG-4597.54EG-4597.59EG-4597.41EG-4597.13EG-4596.87EG-4596.73 EG-4596.44 EG-4596.21 EG-4596.13 EG-4595.87 EG-4595.51 EG-4595.19 EG-4594.90 EG-4594.56 EG-4594.29 EG-4593.94 EG-4593.47 EG-4593.27 EG-4593.26 EG-4593.03 EG-4592.66 FG-4599.67FG-4599.42FG-4599.17FG-4598.92FG-4598.67FG-4598.42FG-4598.17 FG-4597.92 FG-4597.67 FG-4597.42 FG-4597.17 FG-4596.92 FG-4596.67 FG-4596.42 FG-4596.17 FG-4595.92 FG-4595.67 FG-4595.42 FG-4595.17 FG-4594.92 FG-4594.67 FG-4594.42 FG-4594.17 P R O P O S E D F I N I S H E D G R O U N D A T C E N T E R L I N E E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E ( 3 ) P R O P O S E D 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 P R O P O S E D 1 6 " W A T E R M A I N CENTERLINE DRIVE APPROACH LT STA = 18+91.82 ELEV = 4596.26 - 1 . 0 0 % STA 16+24.65 - 11.23' RTINSTALL NEW 48" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-03 WITHEJIW 3771 / 3772 SERIES FRAME & COVEROR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4598.5612" HP STORM INV IN (E) = 4594.6212" HP STORM INV IN (W) = 4594.6215" HP STORM INV IN (S) = 4594.3715" HP STORM INV OUT (N) = 4594.17SUMP = 4593.42 INSTALL NEW STORM DRAIN PIPE SDP-NR-06±400 LF 15" HP STORM @ ±1.00% SLOPE N E L S O N R O A D C L S T A = 1 7 + 3 6 . 9 7 = P R I N C E L A N E C L S T A 2 0 + 9 3 . 8 0 E L E V = 4 5 9 7 . 8 0 INSTALL NEWSTORM DRAIN PIPE SDP-NR-09±224 LF 15" HP STORM @ ±0.84% SLOPE S T A 1 8 + 4 8 . 4 8 - 1 1 . 5 6 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 0 6 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 6 . 3 1 1 2 " H P S T O R M I N V I N ( E ) = 4 5 9 3 . 1 6 1 5 " H P S T O R M I N V I N ( S ) = 4 5 9 2 . 3 3 1 5 " H P S T O R M I N V O U T ( N ) = 4 5 9 2 . 1 3 S U M P = 4 5 9 1 . 3 8 S T A 2 0 + 7 5 . 0 0 - 1 1 . 5 6 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 0 7 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 4 . 0 5 1 5 " H P S T O R M I N V I N ( S ) = 4 5 9 0 . 2 6 1 5 " H P S T O R M I N V O U T ( N ) = 4 5 9 0 . 0 6 S U M P = 4 5 8 9 . 3 1 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 1 1 ± 2 2 7 L F 1 5 " H P S T O R M @ ± 0 . 8 4 % S L O P E P R O P O S E D S A N I T A R Y S E W E R F O R C E M A I N // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// /////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BTBTBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGASGASGASGASGASGASGASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S 16W 16W 16W 16W16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W FMFMFMFMFMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M 15SD15SD15SD15SD15SD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 15SD15SD15SD15SD15SD15SD 12SDD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D UCD U C D U C D U C D UCD U C D U C D U C D UCD U C D U C D U C D IRRIG I R R I G I R R I G IRRIG I R R I G I R R I G 15+2515+5015+7516+0016+2516+5016+7517+0017 + 2 5 1 7 + 5 0 1 7 + 7 5 1 8 + 0 0 1 8 + 2 5 1 8 + 5 0 1 8 + 7 5 1 9 + 0 0 1 9 + 2 5 1 9 + 5 0 1 9 + 7 5 2 0 + 0 0 2 0 + 2 5 2 0 + 5 0 2 0 + 7 5 2 1 + 0 0 N 2 ° 0 0 ' 5 8 " E 1 4 5 2 . 5 1 ' 4599.004599.50 4599.00 4599.50 20+5020+7521+0021+2521+50 4597.94 PC TBC =O/S 24.00 LT STA 16+94.47INSTALL NEW STORM DRAIN PIPE SDP-NR-08±12 LF 12" HP STORM @ ±1.00% SLOPE INSTALL NEW STORM DRAINPIPE SDP-NR-07±34 LF 12" HP STORM@ ±1.00% SLOPE 4597.57 GB AC =O/S 22.00 L T STA 16+94. 4 7 4 5 9 6 . 7 2 G B A C = O / S 2 2 . 0 0 L T S T A 1 7 + 7 9 . 4 7 4 5 9 5 . 6 4 P T T B C = O / S 2 4 . 0 0 R T S T A 1 9 + 2 4 . 2 4 4 5 9 7 . 0 9 P T T B C = O / S 2 4 . 0 0 L T S T A 1 7 + 7 9 . 4 7 (3) PROPOSED 12" A-2000UTILITY CONDUITSSEE DETAIL4D-1 4 5 9 6 . 2 7 P C T B C = O / S 2 4 . 0 0 R T S T A 1 8 + 6 1 . 2 4 S T A 1 8 + 4 8 . 4 8 - 1 1 . 5 6 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 0 6 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 1 0 ± 1 2 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E INST A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 9 ± 2 2 4 L F 1 5 " H P S T O R M @ ± 0 . 8 4 % S L O P E I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 1 1 ± 2 2 7 L F 1 5 " H P S T O R M @ ± 0 . 8 4 % S L O P E S T A 2 0 + 7 5 . 0 0 - 1 1 . 5 6 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 0 7 ± 4 5 : 1 T A P E R 3.00%3.00% 4 5 9 3 . 2 7 G B E A = O / S 2 5 . 4 9 R T S T A 2 1 + 1 4 . 2 1 4 5 9 3 . 3 7 G B E A = O / S 2 2 . 0 0 L T S T A 2 1 + 1 4 . 2 1 4 5 9 3 . 7 4 G B T B C = O / S 2 4 . 0 0 L T S T A 2 1 + 1 4 . 2 1 2 4 . 0 0 ' 1 4 . 0 0 ' 6 . 0 0 ' 1.50% 1.50% 4:1 5:1 4:1 45984598 4 5 9 7 . 0 0 4 5 9 6 . 5 0 4596 4595.50 4595.00 4594.50 4594 4 5 9 4 4 5 9 4 . 5 0 4 5 9 6 4597.504597.004597.0 0 4 5 9 5 . 5 0 4 5 9 5 . 0 0 4 5 9 4 4 5 9 3 . 0 0 45984598.504598 4 5 9 7 . 5 0 4 5 9 7 . 0 0 4 5 9 6 4 5 9 5 . 5 0 4 5 9 5 . 0 0 4 5 9 4 . 5 0 4 5 9 4 4 5 9 4 . 5 0 4 5 9 5 . 5 0 4 5 9 6 4 5 9 6 . 5 0 4599.004598.50 4 5 9 7 . 1 8 G B S W = O / S 3 8 . 0 0 L T S T A 1 7 + 9 2 . 1 7 1.50% (2) PROPOSED 4" SCH 40 PVCIRRIGATION SLEEVES I N S T A L L N E W D R I V E A P P R O A C H P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 1 3 1 8 . 1 0 ' 4 5 9 3 . 9 5 G B S W = O / S 3 8 . 0 0 L T S T A 2 1 + 1 4 . 2 1 1.50% C O U N T Y R O A D E A S E M E N T B O U N D A R Y ( T Y P ) VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-04_NELSON-RD_STA-15+50-TO-21+00.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 1 5 + 5 0 T O 2 1 + 0 0 - - - - R - 4 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019 TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 N E L S O N R O A D MATCH LINESEE SHEET R-3 N E L S O N R O A D MATCH LINE SEE SHEET R-5 1 CIVIL SITE FEATURE NOTES BY SYMBOL:STA 16+24.65 - 23.00' LT | INSTALL NEW 2'x3' STORM DRAIN CATCH BASIN #SDI-NR-05 WITHEJIW 7030Z1 FRAME & 7030M6 GRATE OR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4598.64 | GRATE @ FL = 4598.1812" HP STORM INV OUT (E) = 4594.94SUMP = 4594.19 22STA 1 6 + 2 4 . 6 5 - 2 3 . 0 0 ' R T | I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - N R - 0 6 W I T H EJIW 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E TBC E L E V = 4 5 9 8 . 6 4 | G R A T E @ F L = 4 5 9 8 . 1 8 12" HP S T O R M I N V O U T ( W ) = 4 5 9 4 . 7 1 SUMP = 4 5 9 3 . 9 6 1 5 5 S T A 1 8 + 4 8 . 4 8 - 2 3 . 0 0 ' R T | I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - N R - 0 7 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 6 . 4 0 | G R A T E @ F L = 4 5 9 5 . 9 5 1 2 " H P S T O R M I N V O U T ( W ) = 4 5 9 3 . 2 5 S U M P = 4 5 9 2 . 5 0 PRINCE LANE 3 S T A 1 6 + 2 4 . 6 5 - 1 1 . 2 3 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 0 3 4 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 0 6 ± 4 0 0 L F 1 5 " H P S T O R M @ ± 1 . 0 0 % S L O P E 34RECORDDRAWINGS12/19/20192RECORD DRAWINGSCJF12/19/2019 4580 4585 4590 4595 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 21+0021+5022+0022+50 2 3 + 0 0 2 3 + 5 0 EG-4592.66EG-4592.49EG-4592.46EG-4592.39EG-4592.24EG-4591.93EG-4591.73EG-4591.32 EG-4590.55 EG-4591.79 EG-4591.62 FG-4594.17FG-4593.64FG-4593.10FG-4592.55 FG-4592.01 FG-4593.91FG-4593.37FG-4592.82 FG-4592.28 -1.09%STA = 21+14.21ELEV = 4594.03 STA = 23+23.40 ELEV = 4591.75 PROPOSED FINISHEDGROUND AT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEPROPOSED 16"WATER MAIN -1.09%STA = 21+14.21ELEV = 4594.03 STA = 23+23.40 ELEV = 4591.75 -1.09%STA = 21+14.21ELEV = 4594.03 STA = 23+23.40 ELEV = 4591.75 STA 22+94.72 - 11.54' RTINSTALL NEW 48" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-08 WITHEJIW 3771 / 3772 SERIES FRAME & COVEROR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4592.1612" HP STORM INV IN (E) = 4588.4915" HP STORM INV IN (S) = 4588.2515" HP STORM INV OUT (W) = 4588.05SUMP = 4587.30 INSTALL NEWSTORM DRAIN PIPE SDP-NR-12±220 LF 15" HP STORM @ ±0.84% SLOPEPROPOSED SANITARYSEWER FORCE MAIN /// // / /// /// // / // / /// //////////////////////////////////////////////////////////////////////// / / / / / / BTBTBTBTBTBTBTBTBTBTBT B T BTBTBTBTBTBTBTBTBTBTBT B T GASGASGASGASGASGASGASGASGASG A S G A S G A S /// /// /// /// /// / / / / / / / / / / / / / / / 16W16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W HYD6WFMFMFMFMFMFMFMFMFMFMFMFM F M F M F M F M F M 1 8 S D 1 8 S D 1 5 S D 15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD 1 5 S D 1 2 S D D 2 3 + 5 0 21+0021+2521+5021+7522+0022+2522+5022 + 7 5 2 3 + 0 0 2 3 + 2 5 N2° 00' 58"E1452.51'INSTALL NEW STORM DRAIN PIPE SDP-NR-12±220 LF 15" HP STORM @ ±0.84% SLOPESTA 22+94.72 - 11.54' RTINSTALL NEW STORMDRAIN MH #SDMH-08 ±45 : 1 TAPER 3.00%3.00%4593.27 GB EA =O/S 25.49 RT STA 21+14.21 4593.37 GB EA =O/S 22.00 LT STA 21+14.21 4593.74 GB TBC =O/S 24.00 LT STA 21+14.211.50%1.50%4:145944593.00 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 1 3 ± 2 0 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E INSTALL NEW STORM DRAIN PIPE SDP-N R - 1 4 ±35 LF 15" HP STORM @ ±0.84% S L O P E 4 5 9 1 . 1 4 E N D T B C = O / S 2 4 . 0 0 L T S T A 2 3 + 1 0 . 0 6 I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 1 5 ± 1 5 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E ± 4 5 9 1 . 9 8 M A T C H E A = O / S 7 . 3 7 R T S T A 2 3 + 1 1 . 1 0 ± 4 5 9 2 . 0 3 M A T C H E A = O / S 2 9 . 9 2 R T S T A 2 3 + 1 1 . 8 4 24.00'14.00'6.00'4593.504593.00 4592.504592 4 5 9 1 . 5 0 4593.50 4593.00 4592.50 4 5 9 2 4592.504593.004592 4592 4593.504593.004592.5045924593.50 4593.004592.50 45924591.504592.50 4 5 9 2 4593.64 GB TBC =O/S 27.49 RT STA 21+14.17 4 5 9 2 . 2 8 T B C = O / S 3 1 . 7 0 R T S T A 2 3 + 0 1 . 8 0 ± 4 5 9 1 . 7 0 E N D T B C = O / S 3 1 . 9 2 R T S T A 2 3 + 1 1 . 8 0 4593.95 GB SW =O/S 38.00 LT STA 21+14.211.50% S T O R M D R A I N M A I N T E N A N C E A C C E S S R O A D S E E D E T A I L 3 D - 1 INSTALL NEWDRIVE APPROACHPER CITY OF BOZEMANSTD DWG 02529-12 1 6 . 0 0 ' I N S T A L L ± 3 S Y O F R I P R A P A T E N D O F C U R B F O R E R O S I O N P R O T E C T I O N C O N T R A C T O R T O M A T C H E X I S T I N G A S P H A L T A N D L O N G I T U D I N A L G R A D E O F R O A D S U R F A C E VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-05_NELSON-RD_STA-21+00-TO-END.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 2 1 + 0 0 T O E N D - - - - R - 5 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2TBC ELEVATION UPDATE TO MATCH FG SURFACE08/19/2019TEE B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 NELSON ROADMATCH LINESEE SHEET R-4NELSON ROAD 1 C I V I L S I T E F E A T U R E N O T E S B Y S Y M B O L : S T A 2 3 + 0 0 . 3 1 - 3 0 . 6 6 ' R T | I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - N R - 0 9 A W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 2 . 2 9 G R A T E @ F L = 4 5 9 1 . 8 3 1 2 " H P S T O R M I N V O U T ( W ) = 4 5 8 8 . 6 7 S U M P = 4 5 8 7 . 9 2 1 2 S T A 2 2 + 9 3 . 6 0 - 2 3 . 0 0 ' L T | I N S T A L L N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M H & I N L E T # S D I - N R - 0 8 W I T H E J I W 7 0 3 0 Z 2 F R A M E & 7 0 3 0 M 6 G R A T E O R A P P R O V E D E Q U A L G R A T E @ F L = 4 5 9 0 . 9 4 1 2 " H P S T O R M I N V I N ( N ) = 4 5 8 8 . 0 3 1 5 " H P S T O R M I N V I N ( E ) = 4 5 8 7 . 7 9 1 8 " H P S T O R M I N V O U T ( W ) = 4 5 8 7 . 5 1 S U M P = 4 5 8 6 . 7 6 2 3 S T A 2 3 + 0 8 . 5 5 - 2 3 . 0 0 ' L T | I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - N R - 0 9 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 1 . 1 6 G R A T E @ F L = 4 5 9 0 . 7 0 1 2 " H P S T O R M I N V O U T ( S ) = 4 5 8 8 . 1 5 S U M P = 4 5 8 7 . 4 0 3 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 3RECORD DRAWINGSCJF12/19/2019 4595 4600 4605 4610 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 S T A 4 + 1 3 . 3 6 +3.00%-3.00%-2.00%ELEV = 4604.79 PVI STA = 0+75.00PVI ELEV = 4604.767A.D. = 1.35%K = 59.26LOW POINT STA = 1+15.00LOW POINT ELEV = 4604.51L = 80.00 VCBVCS = 0+35.00BVCE = 4605.57EVCS = 1+15.00EVCE = 4604.51-0+500+000+501+00 1 + 5 0 2 + 0 0 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5 + 0 0 EG-4604.79EG-4605.67EG-4605.94EG-4605.42EG-4605.24EG-4605.27EG-4605.15EG-4605.31 EG-4605.63 EG-4605.39 EG-4604.91 EG-4604.38 EG-4603.88 EG-4603.41 EG-4602.81 EG-4602.62 EG-4602.62 EG-4602.65 EG-4602.82 EG-4602.95 EG-4603.17 EG-4603.50 EG-4603.91 FG-FG-4606.22FG-4606.49FG-4605.77FG-4605.29FG-4604.90FG-4604.62 FG-4604.44 FG-4604.28 FG-4604.12 FG-4603.95 FG-4603.79 FG-4603.63 FG-4603.47 FG-4603.30 FG-4603.14 FG-4602.98 FG-4602.82 FG-4602.65 FG-4602.49 FG-4602.33 FG-4602.17 FG-4602.00 +25.00%-1.50%+3.00%-3.00%-2.00%STA = -0+49.78ELEV = 4604.79 PVI STA = 0+75.00PVI ELEV = 4604.767A.D. = 1.35%K = 59.26LOW POINT STA = 1+15.00LOW POINT ELEV = 4604.51L = 80.00 VCBVCS = 0+35.00BVCE = 4605.57EVCS = 1+15.00EVCE = 4604.51 END WARP CROWN TRANSITION STA = 2+00.00 ELEV = 4603.95 ROYAL WOLF WAY CENTERLINE PC STA = 4+90.13 ELEV = 4602.06 CENTERLINE DRIVE APPROACH LT STA = 4+25.38 ELEV = 4602.49 (3) 12" A-2000UTILITYCONDUITS(2) 4" Ø SCH 40 PVCIRRIGATION SLEEVES ROYAL WOLF WAY CL STA 0+00.00 =NELSON ROAD CL STA 8+68.63STA = 0+00.00ELEV = 4606.49PROP O S E D W A T E R M A I N ( T Y P ) P R O P O S E D S A N I T A R Y S E W E R M A I N ( T Y P ) E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E P R O P O S E D F I N I S H E D G R O U N D A T C E N T E R L I N E P R O P O S E D S A N I T A R Y S E W E R M A N H O L E ( T Y P ) - 0 . 6 5 % PROPOSED15" HP STORMDRAIN MAIN ////////////////////////////////////////////////BTBTBTBTBTBTBTBTBTBTBT GASGASGASGASGASGAS16W16W16W16W16W16W16W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W H Y D HYD W S WS WS WS W S W S W S W S W S W S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S FMFMFMFMFMFMFMFM 6 S S 6SS 6SS 6SS 6SS 6SS 6SS 6 S S 8 S 8 S 8 S 12SD15SD15SD15SD15SD15SD15SD DUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCDIRRIGIRRIGIRRIGIRRIGIRRIGIRRIG8+258+508+759+009+25 -0+50-0+250+000+250+500+751+001 + 2 5 1 + 5 0 1 + 7 5 2 + 0 0 2 + 2 5 2 + 5 0 2 + 7 5 3 + 0 0 3 + 2 5 3 + 5 0 3 + 7 5 4 + 0 0 4 + 2 5 4 + 5 0 4 + 7 5 5 + 0 0 5 + 2 5 4607.0046064605.74 TBC TRANS =O/S 17.50 LT STA 0+65.004605.33 TBC TRANS =O/S 17.50 LT STA 0+75.00 46 0 4 . 7 7 G B T B C = O/ S 1 7 . 5 0 L T S T A 1 + 1 5 . 0 0 4 6 0 4 . 5 9 G B T B C = O / S 1 7 . 5 0 R T S T A 1 + 1 5 . 0 0 1.87%0.75% 3.00%3.00% 4 6 0 3 . 8 6 G B T B C = O / S 1 7 . 5 0 L T S T A 2 + 0 0 . 0 0 4 6 0 3 . 8 6 G B T B C = O / S 1 7 . 5 0 R T S T A 2 + 0 0 . 0 0 (2) 4" Ø SCH 40PVC IRRIGATIONSLEEVES (3) 12" A-2000 UTILITYCONDUITSSEE DETAIL4D-1 F U T U R E 5 ' W I D E S I D E W A L K ( T Y P ) N E W D R I V E A P P R O A C H P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 1 2 4 6 0 2 . 4 9 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 4 + 1 1 . 5 0 4 6 0 2 . 3 2 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 4 + 3 7 . 5 0 S A N I T A R Y S E W E R M A I N M A I N T E N A N C E A C C E S S R O A D S E E D E T A I L 4:1 4:1 1 7 . 5 0 ' 1 7 . 5 0 ' 46 0 5 . 0 0 4604.50 4604 4603.50 4605.00 4 6 0 3 . 5 0 4 6 0 4 . 5 0 4 6 0 4 . 5 0 4 6 0 4 . 5 0 460 4 . 5 0 4604 4603.50 4603.00 4602.50 4 6 0 2 4 6 0 2 . 5 0 4 6 0 3 . 0 0 4 6 0 4 4 6 0 4 4 6 0 3 . 0 0 4604.50 4 6 0 4 4 6 0 3 . 5 0 4 6 0 3 . 0 0 4 6 0 2 R25.00'R25.00'4606.04 TBC APRON =O/S 17.50 LT STA 0+50.004605.50 TBC APRON =O/S 17.50 RT STA 0+50.00 1 6 . 0 0 ' N 8 8 ° 0 6 ' 3 4 " W 5 4 0 . 1 3 ' ∆ = 3 5 ° 4 7 ' 5 2 " R = 2 0 0 . 0 0 ' L = 2 4 0 0 . 0 0 ' C H O R D B R G = N 7 0 ° 1 2 ' 3 9 " W C H O R D L = 1 2 2 . 9 3 ' 4 6 0 1 . 9 8 P C T B C = O / S 1 7 . 5 0 R T S T A 4 + 9 0 . 1 3 4 6 0 1 . 9 8 P C T B C = O / S 1 7 . 5 0 L T S T A 4 + 9 0 . 1 3 1.50% 1.50% EXISTINGCONCRETEPAD TO BEREMOVED 3 D - 1 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-06_ROYAL-WOLF-WAY_STA-0+50-TO-5+00.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A - 0 + 5 0 T O 5 + 0 0 - - - - R - 6 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 R O Y A L W O L F W A Y MATCH LINE SEE SHEET R-7 R O Y A L W O L F W A Y NELSON ROAD R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 4585 4590 4595 4600 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 5+005+506+006+50 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 EG-4603.91EG-4603.94EG-4603.43EG-4602.18EG-4601.12EG-4600.19EG-4599.22EG-4598.13 EG-4597.23 EG-4596.28 EG-4593.84 EG-4595.35 EG-4595.18 EG-4595.64 EG-4596.11 EG-4596.61 EG-4597.17 EG-4597.64 EG-4597.88 EG-4598.11 EG-4598.19 EG-4598.15 EG-4598.13 FG-4602.00FG-4601.84FG-4601.68FG-4601.52FG-4601.35FG-4601.19FG-4601.03 FG-4600.87 FG-4600.70 FG-4600.54 FG-4600.38 FG-4600.22 FG-4600.05 FG-4599.89 FG-4599.73 FG-4599.57 FG-4599.40 FG-4599.24 FG-4599.08 FG-4598.92 FG-4598.75 FG-4598.59 FG-4598.43 -0.65% STA = 10+50.00 ELEV = 4598.43 ROYAL WOLF WAYCENTERLINE PTSTA = 6+15.09ELEV = 4601.26 4 " Ø S C H 4 0 P V C ( 1 ) U T I L I T Y C O N D U I T & ( 2 ) I R R I G A T I O N S L E E V E S PROPOSED WATERMAIN (TYP)PROP O S E D S A N I T A R Y SE W E R M A I N ( T Y P ) EXISTING GROUNDSURFACE ATCENTERLINEPROPOSED FINISHEDGROUND AT CENTERLINEPROPOSEDSANITARY SEWERMANHOLE (TYP) S T A 8 + 2 5 . 0 0 - 1 0 . 0 0 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 2 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 9 . 6 0 1 2 " H P S T O R M I N V I N ( S W ) = 4 5 9 5 . 9 5 1 2 " H P S T O R M I N V I N ( N E ) = 4 5 9 3 . 7 2 1 5 " H P S T O R M I N V O U T ( N W ) = 4 5 9 3 . 4 8 S U M P = 4 5 9 2 . 7 3 C E N T E R L I N E X - I N G O F N E W 9 ' - 0 " x 5 ' - 0 " R C B S T A = 7 + 5 7 . 9 8 I N V E L E V = 4 5 9 2 . 4 2 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 0 3 ± 2 7 5 L F 1 5 " H P S T O R M @ ± 0 . 5 7 % S L O P E - 0 . 6 5 % - 0 . 6 5 % 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W H Y D W S W S W S W S W S WSWSWSWS 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S 6 S S 6 S S 6SS 6SS 8S 8S 8S 8S 8S 8S 8S 8S 8S 1 2 S D 12SD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D I R R I G I R R I G I R R I G U C D U C D U C D I R R I G I R R I G I R R I G 4+75 5+00 5+25 5+50 5+75 6+006+256+506 + 7 5 7 + 0 0 7 + 2 5 7 + 5 0 7 + 7 5 8 + 0 0 8 + 2 5 8 + 5 0 8 + 7 5 9 + 0 0 9 + 2 5 9 + 5 0 9 + 7 5 1 0 + 0 0 1 0 + 2 5 1 0 + 5 0 1 0 + 7 5 4:1∆ = 35°47'52"R = 200.00'L = 2400.00'CHORD BRG = N70° 12' 39"WCHORD L = 122.93'4601.98 PC TBC =O/S 17.50 RT STA 4+90.13 4601.17 PT TBC =O/S 17.50 LT STA 6+15.094601.17 PT TBC =O/S 17.50 RT STA 6+15.09 STA 7+07.61 - 56.48' LTINSTALL NEW 9'-0" x 5'-0"RCB WING WALL SECTIONINLET INVERT IN = 4593.21CHANNEL INVERT = 4594.21 I N S T A L L ± 1 3 2 L F 9 ' - 0 " x 5 ' - 0 " R C B C U L V E R T @ ± 1 . 0 4 % S L O P E R E F E R T O D E T A I L 5 O N S H E E T D - 1 S T A 8 + 1 0 . 1 1 - 5 8 . 4 6 ' R T I N S T A L L N E W 9 ' - 0 " x 5 ' - 0 " R C B W I N G W A L L S E C T I O N O U T L E T I N V E R T O U T = 4 5 9 1 . 6 1 C H A N N E L I N V E R T = 4 5 9 2 . 6 1 4600.74 BEGIN SW =O/S 24.00 RT STA 6+95.63 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 2 ± 7 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 4 5 9 9 . 9 4 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 8 + 0 4 . 4 9 4 5 9 9 . 8 1 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 8 + 2 3 . 4 9 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 ± 2 7 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 4 5 9 9 . 9 4 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 8 + 0 4 . 4 9 4 5 9 9 . 8 1 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 8 + 2 3 . 4 9 4 5 9 9 . 5 9 E N D S W = O / S 2 4 . 0 0 R T S T A 8 + 7 2 . 2 5 4 5 9 8 . 3 4 G B T B C = O / S 1 7 . 5 0 L T S T A 1 0 + 5 0 . 0 0 S T A 8 + 2 5 . 0 0 - 1 0 . 0 0 ' R T | I N S T A L L N E W S T O R M D R A I N M H # S D M H - 1 2 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 0 3 ± 2 7 5 L F 1 5 " H P S T O R M @ ± 0 . 5 7 % S L O P E 4 5 9 8 . 3 4 G B T B C = O / S 1 7 . 5 0 R T S T A 1 0 + 5 0 . 0 0 3.00%3.00% 1 7 . 5 0 ' 1 7 . 5 0 ' F U T U R E 5 ' W I D E S I D E W A L K ( T Y P ) 4:1 4: 1 4: 1 4:1 4:1 6 ' W I D E C R U S H E D F I N E S P A T H W A Y 6 ' W I D E C R U S H E D F I N E S P A T H W A Y 46024600 4598 4 5 9 6 4 5 9 8 4 5 9 8 4 5 9 9 . 0 0 4 5 9 8 . 5 0 4 5 9 8 4 5 9 7 . 5 0 4 5 9 6 . 5 0 4 5 9 6 4598 4 5 9 6 4600 460246044604.5046024601.50 4601.00 4 6 0 0 . 5 0 4600 4 5 9 9 . 5 0 4 5 9 9 . 0 0 4 5 9 6 4 5 9 6 . 5 0 4 5 9 7 . 0 0 4 5 9 7 . 5 0 4 5 9 9 . 0 0 4 5 9 8 . 5 0 4 5 9 8 4 6 0 0 460 0 . 5 0 4601.004601.50 4600 4598 4 5 9 6 4 5 9 8 4 6 0 0 4 6 0 0 4 5 9 8 4 5 9 7 . 5 0 4 5 9 8 4 5 9 6 4 5 9 8 4601.56 BEGIN SW =O/S 29.00 LT STA 5+81.17 4 5 9 9 . 9 4 E N D S W = O / S 2 9 . 0 0 L T S T A 8 + 2 9 . 8 0 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 A ± 2 1 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E I N S T A L L N E W 1 2 " H P S T O R M T E M P O R A R Y E N D C A P 1 2 " H P S T O R M I N V = 4 5 9 4 . 3 6 S T A 7 + 2 2 . 1 0 T O S T A 7 + 4 2 . 1 0 I N S T A L L T H I C K E N E D E D G E SIDEWAL K P E R D E T A I L 6 O N S H E E T D - 1 S T A 7 + 7 3 . 8 4 T O S T A 7 + 9 3 . 8 4 I N S T A L L T H I C K E N E D E D G E S I D E W A L K P E R D E T A I L 6 O N S H E E T D - 1 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-07_ROYAL-WOLF-WAY_STA-5+00-TO-10+50.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 5 + 0 0 T O 1 0 + 5 0 - - - - R - 7 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 MATCH LINE SEE SHEET R-8 R O Y A L W O L F W A Y MATCH LINESEE SHEET R-6 R O Y A L W O L F W A Y 1 CIVIL SITE FEATURE NOTES BY SYMBOL:STA 8+25.00 - 16.50' RT | INSTALL NEW 2'x3' STORM DRAIN CATCH BASIN #SDI-RW-01 WIT H EJIW 7030Z1 FRAME & 7030M6 GRATE OR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4599.80 | GRATE @ FL = 4599.3412" HP STORM INV IN (SW) = 4594.1612" HP STORM INV OUT (NE) = 4593.96SUMP = 4593.21 2 S T A 8 + 2 5 . 0 0 - 1 6 . 5 0 ' R T | I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - R W - 0 2 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 9 . 8 0 | G R A T E @ F L = 4 5 9 9 . 3 4 1 2 " H P S T O R M I N V O U T ( S W ) = 4 5 9 5 . 9 9 S U M P = 4 5 9 5 . 2 4 2 1 A B : 4 5 9 5 . 9 5 A B : 4 5 9 3 . 7 2 RECORDDRAWINGS12/19/20192RECORD DRAWINGSCJF12/19/2019 4585 4590 4595 4600 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 10+5011+0011+5012+00 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 1 5 + 0 0 EG-4598.13EG-4598.07EG-4598.00EG-4597.90EG-4597.82EG-4597.74EG-4597.76EG-4597.87 EG-4597.90 EG-4597.97 EG-4598.25 EG-4598.56 EG-4598.71 EG-4598.93 EG-4599.07 EG-4598.99 EG-4598.81 EG-4598.78 EG-4598.44 FG-4598.43FG-4598.30FG-4598.18FG-4598.30FG-4598.43FG-4598.59FG-4598.75 FG-4598.92 FG-4599.08 FG-4599.24 FG-4599.38 FG-4599.43 FG-4599.40 FG-4599.27 FG-4599.09 FG-4598.90 FG-4598.71 FG-4598.53 FG-4598.34 -0.50%+0.50%+0.65%STA = 10+50.00ELEV = 4598.43STA = 11+50.00ELEV = 4598.43 P V I S T A = 1 3 + 3 1 . 0 3 P V I E L E V = 4 5 9 9 . 6 0 6 A . D . = - 1 . 4 0 % K = 7 1 . 4 3 H I G H P O I N T S T A = 1 3 + 2 7 . 4 6 H I G H P O I N T E L E V = 4 5 9 9 . 4 3 L = 1 0 0 . 0 0 V C BVCS = 12+81.03 BVCE = 4599.28 EVCS = 13+81.03 EVCE = 4599.23 R O Y A L W O L F W A Y C E N T E R L I N E P C S T A = 1 3 + 9 1 . 6 1 E L E V = 4 5 9 9 . 1 5 P R O P O S E D W A T E R M A I N ( T Y P ) PROPOSED SAN I T A R Y SEWER MAIN (T Y P ) E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E PR O P O S E D F I N I S H E D GROUN D A T C E N T E R L I N E P R O P O S E D S A N I T A R Y S E W E R M A N H O L E ( T Y P ) STA 11+00.00 - 10.00' RTINSTALL NEW 48" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-13 WITHEJIW 3771 / 3772 SERIES FRAME & COVEROR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4597.8912" HP STORM INV IN (SW) = 4594.0412" HP STORM INV IN (NE) = 4594.0415" HP STORM INV IN (SE) = 4591.9315" HP STORM INV OUT (NW) = 4591.73SUMP = 4590.98 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 0 6 ± 3 4 5 L F 1 5 " H P S T O R M @ ± 0 . 5 7 % S L O P E S T A 1 4 + 4 8 . 3 7 - 9 . 2 4 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 4 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 8 . 4 7 1 5 " H P S T O R M I N V I N ( S E ) = 4 5 8 9 . 7 8 1 5 " H P S T O R M I N V O U T ( N ) = 4 5 8 9 . 5 8 S U M P = 4 5 8 8 . 8 3 B E G I N W A R P C R O W N T R A N S I T I O N L T S T A = 1 3 + 8 1 . 0 3 E L E V = 4 5 9 9 . 2 3 - 0 . 7 5 % P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W H Y D 6W W S W S WS WS WS WS 8 W 8 W 8 W W S W S W S 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 6SS 6SS 6SS 6SS6SS12SD15SD15SD15SD15SD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 15SD15SD15SD15SD15SD15SD15SD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D PET R O PET R O PET R O PET R O PET R O PET R O 10+5010+7511+0011+2511+5011+7512+0012 + 2 5 1 2 + 5 0 1 2 + 7 5 1 3 + 0 0 1 3 + 2 5 1 3 + 5 0 1 3 + 7 5 1 4 + 0 0 1 4 + 2 5 1 4 + 5 0 1 4 + 7 5 1 5 + 0 0 1 5 + 2 5 1 5 + 5 0 STA 11+00.00 - 16.50' RTINSTALL NEW 2'x3' STORM DRAINCATCH BASIN #SDI-RW-04 WITHEJIW 7030Z1 FRAME & 7030M6 GRATEOR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4598.10GRATE @ FL = 4597.6412" HP STORM INV OUT (E) = 4594.08SUMP = 4593.33 INSTALL NEW STORM DRAIN PIPE SDP-RW-5±7 LF 12" HP STORM @ ±1.00% SLOPE INSTALL NEW STORM DRAIN PIPE SDP-RW-4±27 LF 12" HP STORM @ ±1.00% SLOPESTA 11+00.00 - 10.00' RTINSTALL NEW STORMDRAIN MH #SDMH-13INSTALL NEW STORM DRAIN PIPE SDP-RW-06±345 LF 15" HP STORM @ ±0.57% SLOPE4598.34 GB TBC =O/S 17.50 RT STA 10+50.00 3.00%3.00% F U T U R E 5 ' W I D E S I D E W A L K ( T Y P ) 4598 4598 4598.34 GB TBC =O/S 17.50 LT STA 10+50.004598.34 GB TBC =O/S 17.50 RT STA 11+50.00 STA 11+00.00 - 16.50' LTINSTALL NEW 2'x3' STORM DRAINCATCH BASIN #SDI-RW-03 WITHEJIW 7030Z1 FRAME & 7030M6 GRATEOR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4598.10GRATE @ FL = 4597.6412" HP STORM INV OUT (E) = 4594.28SUMP = 4593.534598.34 GB TBC =O/S 17.50 LT STA 11+50.003.00%3.00%4598.64 BEGIN SW =O/S 24.00 LT STA 11+81.484 5 9 8 . 8 4 E N D S W = O/ S 2 4 . 0 0 L T S T A 1 2 + 1 1 . 4 8 4 5 9 9 . 1 9 G B T B C = O / S 1 7 . 5 0 L T S T A 1 2 + 8 1 . 0 3 4 5 9 9 . 1 9 G B T B C = O / S 1 7 . 5 0 R T S T A 1 2 + 8 1 . 0 3 4 5 9 9 . 3 4 G B T B C = O / S 1 7 . 5 0 L T S T A 1 3 + 2 7 . 4 6 4 5 9 9 . 3 4 G B T B C = O / S 1 7 . 5 0 R T S T A 1 3 + 2 7 . 4 6 4 5 9 9 . 0 1 P C T B C = O / S 1 7 . 5 0 L T S T A 1 3 + 9 1 . 6 1 4 5 9 9 . 0 6 P C T B C = O / S 1 7 . 5 0 R T S T A 1 3 + 9 1 . 6 1 4 5 9 9 . 1 4 G B T B C = O / S 1 7 . 5 0 R T S T A 1 3 + 8 1 . 0 3 3.00%3.00% 3.00%3.00% 4 5 9 9 . 0 6 G B T B C = O / S 1 7 . 5 0 L T S T A 1 3 + 8 1 . 0 3 S T A 1 4 + 4 8 . 3 7 - 9 . 2 4 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 4 U N D E R G R O U N D P E T R O L E U M L I N E 4:1 4 5 9 9 . 0 0 4 5 9 9 . 0 0 4598.50 4 5 9 8 4 5 9 8 . 5 0 4 5 9 8 4 5 9 8 . 5 0 4 5 9 9 . 0 0 4 5 9 9 . 5 0 4 5 9 9 . 5 0 4598.504597.50 4597.50 4 5 9 7 . 5 0 4 5 9 8 4 5 9 8 4 5 9 8 . 5 0 ∆ = 4 6 ° 5 4 ' 2 6 " R = 2 0 0 . 0 0 ' L = 2 4 0 0 . 0 0 ' C H O R D B R G = N 2 8 ° 5 1 ' 3 0 " W C H O R D L = 1 5 9 . 2 0 ' N 5 2 ° 1 8 ' 4 3 " W 7 7 6 . 5 2 ' 2 5 . 0 0 ' 3 7 . 2 3 ' 2 0 . 0 0 ' W I D E P U B L I C U T I L I T Y E A S E M E N T Y E L L O W S T O N E P I P E L I N E C O M P A N Y R I G H T - O F - W A Y B U I L D I N G S E T B A C K B O U N D A R Y VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-08_ROYAL-WOLF-WAY_STA-10+50-TO-15+00.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 1 0 + 5 0 T O 1 5 + 0 0 - - - - R - 8 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 M A T C H L I N E S E E S H E E T R - 9 RO Y A L W O L F W A Y R O Y A L W O L F W A Y MATCH LINESEE SHEET R-7 Y E L L O W S T O N E G A S P I P E L I N E S E E S P E C I F I C A T I O N S F O R P H I L I P S 6 6 E N C R O A C H M E N T G U I D E L I N E S R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 4580 4585 4590 4595 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 15+0015+5016+0016+50 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 EG-4598.44EG-4598.11EG-4597.75EG-4597.47EG-4597.09EG-4596.69EG-4596.41EG-4596.20 EG-4595.98 EG-4595.75 EG-4595.54 EG-4595.34 EG-4595.18 EG-4595.03 EG-4594.81 EG-4594.61 EG-4594.44 EG-4594.23 EG-4593.97 EG-4593.71 EG-4593.43 EG-4593.19 EG-4593.02 FG-4598.34FG-4598.15FG-4597.96FG-4597.78FG-4597.59FG-4597.40FG-4597.21FG-4597.03 FG-4596.84 FG-4596.65 FG-4596.46 FG-4596.28 FG-4596.09 FG-4595.90 FG-4595.71 FG-4595.53 FG-4595.34 FG-4595.15 FG-4594.96 FG-4594.78 FG-4594.59 FG-4594.40 FG-4594.21 - 0 . 7 5 % PROPOSED WATERMAIN (TYP)PROPOSED SANITARYSEWER MAIN (TYP)EXISTIN G G R O U N D S U R F A C E A T C E N T E R L I N E PROPOSED FINISHEDGROUND AT CENTERLINEPROPOSEDSANITARY SEWERMANHOLE (TYP)STA 16+52.38 - 6.00' RTINSTALL NEW 48" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-15 WITHEJIW 3771 / 3772 SERIES FRAME & COVEROR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4597.0212" HP STORM INV IN (W) = 4593.5615" HP STORM INV IN (S) = 4588.4718" HP STORM INV OUT (N) = 4588.19SUMP = 4587.44 INSTALL NEW STORM DRAIN PIPE SDP-RW-07±197 LF 15" HP STORM @ ±0.57% SLOPE S T A 2 0 + 3 1 . 2 1 - 9 . 6 7 ' R T I N S T A L L N E W 6 0 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 7 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 4 . 1 1 1 2 " H P S T O R M I N V I N ( W ) = 4 5 9 0 . 2 2 1 2 " H P S T O R M I N V I N ( E ) = 4 5 9 0 . 2 2 2 4 " H P S T O R M I N V I N ( S ) = 4 5 8 6 . 2 3 2 4 " H P S T O R M I N V O U T ( N ) = 4 5 8 6 . 0 3 S U M P = 4 5 8 5 . 2 8 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 0 9 ± 9 8 L F 1 8 " H P S T O R M @ ± 0 . 5 7 % S L O P E S T A 1 7 + 8 9 . 4 8 - 1 0 . 4 8 ' R T I N S T A L L N E W 6 0 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 6 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 6 . 0 2 1 5 " H P S T O R M I N V I N ( E ) = 4 5 8 7 . 5 3 1 8 " H P S T O R M I N V I N ( S ) = 4 5 8 7 . 2 5 2 4 " H P S T O R M I N V O U T ( N ) = 4 5 8 6 . 7 1 S U M P = 4 5 8 5 . 9 6 S T A 1 7 + 4 9 . 9 1 - 1 6 . 5 0 ' R T I N S T A L L N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M H & I N L E T # S D I - R W - 0 6 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 6 . 5 9 G R A T E @ F L = 4 5 9 6 . 1 3 1 8 " H P S T O R M I N V I N ( S ) = 4 5 8 7 . 6 5 1 8 " H P S T O R M I N V O U T ( S E ) = 4 5 8 7 . 4 5 S U M P = 4 5 8 6 . 7 0 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 0 ± 4 0 L F 1 8 " H P S T O R M @ ± 0 . 5 7 % S L O P E I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 1 ± 2 4 2 L F 2 4 " H P S T O R M @ ± 0 . 2 0 % S L O P E ( 3 ) P R O P O S E D 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 N O R T H W E S T E R N E N E R G Y G A S L I N E . C O O R D I N A T E W I T H N W E F O R R E L O C A T I O N . PETROPETROPETROPETROPETROPETROPETROPETROPETROPET R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O G A S G A S G A S G A S G A S G A S G A S G A S 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W W S W S W S 8W 8WWSWSWS 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S 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 6SS 6SS 1 5 S D 1 5 S D 2 4 S D 2 4 S D 2 4 S D 15SD15SD15SD15SD15SD15SD15SD 15SD15SD18SD 1 8 S D 1 8 S D 1 8 S D 1 8 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 1 8 S D 1 8 S D 12SD D D 12SDD U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D U C D PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO15+00 15+2515+5015+7516+0016+2516+5016+ 7 5 1 7 + 0 0 1 7 + 2 5 1 7 + 5 0 1 7 + 7 5 1 8 + 0 0 1 8 + 2 5 1 8 + 5 0 1 8 + 7 5 1 9 + 0 0 1 9 + 2 5 1 9 + 5 0 1 9 + 7 5 2 0 + 0 0 2 0 + 2 5 2 0 + 5 0 2 0 + 7 5 6+75 7+00 7+25 7+50 7+75 4598.08 PT TBC =O/S 17.50 LT STA 15+55.354598 45984598.50 4599.004598 = 46°54'26"R = 200.00'L = 2400.00'CHORD BRG = N28° 51' 30"WCHORD L = 159.20' 1.50% 3.00% 1.50% 0 . 7 5 % 0 . 7 5 % 1.50% 1.50% 1.50% 0 . 9 5 % 0 . 9 5 % 0 . 9 5 % 1.50% 4597.83 PT TBC =O/S 17.50 RT STA 15+55.35 INSTALL NEW STORM DRAIN PIPE SDP-RW-08±23 LF 12" HP STORM @ ±1.00% SLOPE 4597.13 PT TBC =O/S 16.50 LT STA 16+51.92 STA 16+51.92 - 16.50' LTINSTALL NEW 2'x3' STORM DRAINCATCH BASIN #SDI-RW-05 WITHEJIW 7030Z1 FRAME & 7030M6 GRATEOR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4597.57GRATE @ FL = 4597.1212" HP STORM INV OUT (E) = 4593.76SUMP = 4593.01 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 1 ± 2 4 2 L F 2 4 " H P S T O R M @ ± 0 . 2 0 % S L O P E 4597.57 TBC TRA N S = O/S 17.50 L T STA 16+5 3 . 4 3 4 5 9 7 . 7 3 T B C T R A N S = O / S 1 7 . 5 0 L T S T A 1 6 + 6 3 . 4 3 S P I L L C U R B ( T Y P ) 4 5 9 7 . 2 7 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 1 7 + 5 1 . 4 9 4 5 9 6 . 5 8 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 1 7 + 5 1 . 4 2 4 5 9 6 . 6 2 G B A C = O / S 1 5 . 5 0 L T S T A 1 7 + 6 2 . 4 9 4 5 9 5 . 9 8 G B A C = O / S 1 5 . 5 0 L T S T A 1 8 + 4 8 . 2 1 4 5 9 6 . 4 4 G B A C = O / S 1 5 . 5 0 L T S T A 1 7 + 8 6 . 2 0 STA 16+52.38 - 6.00' RTINSTALL NEW STORMDRAIN MH #SDMH-15 FUTURE 5' WIDESIDEWALK (TYP) S T A 1 7 + 8 9 . 4 8 - 1 0 . 4 8 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 1 6 4 5 9 6 . 1 5 T B C T R A N S = O / S 1 7 . 5 0 L T S T A 1 8 + 7 6 . 4 9 4 5 9 5 . 7 8 T B C T R A N S = O / S 1 7 . 5 0 L T S T A 1 8 + 8 6 . 4 9 ( 3 ) 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 4 5 9 4 . 9 2 G B T B C = O / S 1 7 . 5 0 L T S T A 1 9 + 4 3 . 4 9 S T A 2 0 + 3 1 . 2 1 - 1 6 . 5 0 ' L T I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - R W - 0 7 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 4 . 2 7 G R A T E @ F L = 4 5 9 3 . 8 1 1 2 " H P S T O R M I N V O U T ( E ) = 4 5 9 0 . 4 5 S U M P = 4 5 8 9 . 7 0 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 2 | ± 2 6 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E S T A 2 0 + 3 1 . 2 1 - 9 . 6 7 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 1 7 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 3 | ± 7 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 4:1 4:1 4 : 1 4: 1 4 5 9 6 . 5 7 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 1 8 + 4 8 . 2 1 4 5 9 5 . 8 3 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 1 8 + 4 8 . 1 4 4597.01 GB TBC =O/S 17.50 RT STA 16+65.26 4 5 9 6 . 2 0 G B A C = O / S 1 5 . 5 0 R T S T A 1 7 + 5 1 . 4 2 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 0 9 ±98 LF 18" H P S T O R M @ ± 0 . 5 7 % S L O P E 45 9 7 . 0 0 45 9 6 . 5 0 4 5 9 6 4 5 9 5 . 5 0 4 5 9 5 . 0 0 4 5 9 4 . 5 0 4 5 9 4 4 5 9 4 4 5 9 3 . 5 0 4 5 9 3 . 0 0 4 5 9 2 . 5 0 4 5 9 4 4 5 9 6 . 5 0 4 5 9 6 4 5 9 5 . 0 0 4 5 9 4 . 5 0 4 5 9 4 N 5 ° 2 4 ' 1 7 " W 7 9 4 . 6 5 ' INSTALL NEW STORM DRAINPIPE SDP-RW-07±197 LF 15" HP STORM @ ±0.57% SLOPE 3 7 . 2 3 ' 2 5 . 0 0 ' YELLOWSTONE PIPELINECOMPANY RIGHT-OF-WAYBUILDING SETBACKBOUNDARY YELLOWSTONE GASPIPELINE - SEESPECIFICATIONS FORPHILIPS 66ENCROACHMENTGUIDELINESVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-09_ROYAL-WOLF-WAY_STA-15+00-TO-20+50.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 1 5 + 0 0 T O 2 0 + 5 0 - - - - R - 9 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 R O Y A L W O L F W A Y R O Y A L W O L F W A Y 1 CIVIL SITE FEATURE NOTES BY SYMBOL:STA 17+49.91 - 16.50' RTINSTALL NEW STORM DRAIN MH & INLET #SDI-RW-062INSTALL NEW STORM DRAIN PIPE SDP-RW-10±40 LF 18" HP STORM @ ±0.57% SLOPE MATCH LINESEE SHEET R-8 1 2 3STA 20+31.21 - 16.50' RT | INSTALL NEW 2'x3' STORM DRAIN CATCH BASIN #SDI - R W - 0 8 W I T H EJIW 7030Z1 FRAME & 7030M6 GRATE OR D&L I-3516-R8 FRAME & 3517-02 GRA T E TBC ELEV = 4594.27GRATE @ FL = 4593.8112" HP STORM INV OUT (E) = 4590.26SUMP = 4589.51 3 MATCH LINE SEE SHEET R-10 PRINCE LANE 4 F O R A D D I T I O N A L G R A D I N G I N F O R M A T I O N R E F E R T O S H E E T D - 6 4 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 4580 4585 4590 4595 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 20+5021+0021+5022+00 2 2 + 5 0 2 3 + 0 0 2 3 + 5 0 EG-4593.02EG-4592.85EG-4592.72EG-4592.58EG-4592.48EG-4592.36EG-4592.23EG-4592.09 EG-4591.95 EG-4591.77 EG-4591.42 EG-4591.15 EG-4590.88 FG-4594.21FG-4594.03FG-4593.84FG-4593.65FG-4593.46FG-4593.28FG-4593.09FG-4592.90 FG-4592.71 FG-4592.53 FG-4592.34 FG-4592.15 - 6 . 2 5 % END ASPHALT STA = 23+25.91 ELEV = 4592.14 STA = 23+44.66 ELEV = 4590.97 PROPOSED WATERMAIN (TYP)EXISTING GROUNDSURFACE ATCENTERLINE PROPOSED FINISHEDGROUND AT CENTERLINE P R O P O S E D S A N I T A R Y S E W E R M A N H O L E ( T Y P ) C E N T E R L I N E D R I V E A P P R O A C H E S L T & R T S T A = 2 2 + 5 8 . 3 2 E L E V = 4 5 9 2 . 6 5 INSTALL NEW STORM DRAIN PIPE SDP-RW-15±283 LF 24" HP STORM @ ±0.20% SLOPEST A 2 3 + 1 3 . 7 2 - 8 . 8 7 ' R T INSTALL N E W 6 0 " Ø S T A N D A R D STRAIGHT STORM D R A I N M H # S D M H - 1 8 WITH EJIW 3771 / 3772 SERI E S F R A M E & C O V E R OR D&L A-1172 FRA M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 2 . 0 2 12" HP STORM I N V I N ( N W ) = 4 5 8 7 . 9 8 12" HP STORM I N V I N ( N E ) = 4 5 8 7 . 9 9 24" HP STORM I N V I N ( S ) = 4 5 8 5 . 4 7 24" HP STORM I N V O U T ( E ) = 4 5 8 5 . 2 7 S U M P = 4 5 8 4 . 5 2 ( 3 ) 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S PETROPETROPETROPETROPETROPETROPETROPETROPETROPETRO P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O GAS8W8W8W8W8W8W8W8W8W8W8W8W8W 8 W 8 W 8 W 8 W 8 W 8 W H Y D WSWSWSWSWSWSWS6W6W BO 8S8S8S8S8S8S8S8S8S8S8S8S8 S 8 S 6SS 6SS 6SS 6SS 6SS 6SS 8S 8S 8S 8S F M 24SD24SD24SD24SD24SD24SD24SD24SD24SD24SD24 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 12SD 12 S D D D UCD UCD UCD UCD UCD UCD UCD UCD UCD PE T R O PE T R O PE T R O PE T R O PE T R O PETRO PETRO PETRO PETRO PETRO PETRO PETRO 2 3 + 5 0 20+2520+5020+7521+0021+2521+5021+7522+0022+ 2 5 2 2 + 5 0 2 2 + 7 5 2 3 + 0 0 2 3 + 2 5 INSTALL NEW STORM DRAIN PIPE SDP-RW-15±283 LF 24" HP STORM @ ±0.20% SLOPE 45944594 4 5 9 2 . 0 5 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 2 3 + 2 5 . 9 1 4 5 9 2 . 1 5 E N D S W = O / S 2 4 . 0 0 R T S T A 2 3 + 2 5 . 9 1 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 6 ± 2 9 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 4 5 9 2 . 0 5 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 2 3 + 2 5 . 9 1 4 5 9 2 . 2 3 E N D S W = O / S 2 9 . 0 0 L T S T A 2 3 + 2 5 . 9 1 N5° 24' 17"W794.65' 4 5 9 2 . 3 6 P T T B C = O / S 1 7 . 5 0 L T S T A 2 2 + 8 5 . 3 2 4592.84 PC TBC =O/S 17.50 LT STA 22+21.324592.84 PC TBC =O/S 17.50 RT STA 22+21.32 4 5 9 2 . 3 6 P T T B C = O / S 1 7 . 5 0 R T S T A 2 2 + 8 5 . 3 2 17.50'17.50'FUTURE 5' WIDESIDEWALK (TYP) 6 ' W I D E C R U S H E D F I N E S P A T H ( T Y P ) 4:1 4:1 4593.504593.00 4 5 9 2 . 5 0 4 5 9 2 . 5 0 45944593.504593.00 4592 4592 4592 4 5 9 1 . 5 0 4 5 9 1 . 0 0 4 5 9 2 . 2 6 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 2 2 + 9 8 . 7 7 1 6 . 0 0 ' 2 4 . 0 0 ' R25 . 0 0 ' R 1 5 . 0 0 ' R 1 5 . 0 0 ' 2 8 . 3 7 ' 37.23'25.00'YELLOWSTONE PIPELINECOMPANY RIGHT-OF-WAYBUILDING SETBACKBOUNDARY (TYP) 3 1 . 0 0 ' R25.00' 2 4 . 0 0 ' 3 1 . 0 0 ' R E F E R T O S H E E T R - 1 5 F O R A D D I T I O N A L S T O R M D R A I N D E T A I L 2 8 . 3 7 ' (3) PROP O S E D 1 2 " A - 2 0 0 0 UTILITY C O N D U I T S S E E D E T A I L 4 D - 1 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-10_ROYAL-WOLF-WAY_STA-20+50-TO-END.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 2 0 + 5 0 T O E N D - - - - R - 1 0 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2 COB REVIEW #2 06/06/2019 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 ROYAL WOLF WAYROYAL WOLF WA Y I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 6 ± 2 9 L F B I D Q T Y 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E MATCH LINESEE SHEET R-9 1 2 1 C I V I L S I T E F E A T U R E N O T E S B Y S Y M B O L : S T A 2 3 + 1 3 . 7 2 - 8 . 8 7 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 1 8 2 3 S T A 2 3 + 2 7 . 4 2 - 1 6 . 5 0 ' L T | I N S T A L L N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M H & I N L E T # S D I - R W - 0 9 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 2 . 0 4 G R A T E @ F L = 4 5 9 1 . 5 9 1 2 " H P S T O R M I N V O U T ( S E ) = 4 5 8 8 . 2 3 S U M P = 4 5 8 7 . 4 8 3 4 4 S T A 2 3 + 2 7 . 4 2 - 1 6 . 5 0 ' R T | I N S T A L L N E W 4 8 " Ø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±0+31.01ELEV = ±4601.21POTENTIALFUTURE FINISHEDGROUND CLEXISTING 18"CMP CULVERT /////////////////////////////////////////////////////////////////////OHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHP BTBTBTBTBTBTBTBTBT 16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D W S W S W S W S HYD 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 6SS 6SS 0+250+500+751+001+251+501+752+00 2 + 2 5 2 + 5 0 2 + 7 5 3 + 0 0 3 + 2 5 3 + 5 0 3 + 7 5 4 + 0 0 4 + 2 5 4 + 5 0 4 + 7 5 5 + 0 0 5 + 2 5 5 + 5 0 5 + 7 5 6 + 0 0 6 + 2 5 6 + 5 0 4599.76 PC TBC =O/S 17.50 LT STA 1+25.28 4599.44 PT TBC =O/S 17.50 LT STA 1+89.284599.76 PC TBC =O/S 17.50 RT STA 1+25.284599.44 PT TBC =O/S 17.50 RT STA 1+89.28 4 5 9 9 . 3 1 G B T B C = O / S 1 7 . 5 0 R T S T A 2 + 1 5 . 4 5 3.00% 3.00% 4 5 9 8 . 8 3 G B T B C = O / S 1 7 . 5 0 L T S T A 3 + 1 2 . 4 3 4:1 4:1 4: 1 4:1 4:1 1 7 . 5 0 ' 1 7 . 5 0 ' N 3 8 ° 3 0 ' 0 6 " E 5 3 2 . 5 5 ' ∆ = 5 3 ° 3 0 ' 5 2 " R = 1 5 0 . 0 0 ' L = 2 2 5 0 . 0 0 ' C H O R D B R G = N 6 5 ° 1 5 ' 3 2 " E C H O R D L = 1 3 5 . 0 6 ' 45 9 8 4 5 9 7 . 5 0 4 5 9 7 . 0 0 4596.5 0 4596 4 5 9 5 . 5 0 4 5 9 5 . 0 0 4599.004598.50 4598 4597.50 4 5 9 7 . 0 0 4 5 9 6 . 5 0 4 5 9 6 459846004600 4600 4598459846004599.50 4 5 9 9 . 0 0 4 5 9 8 . 5 0 4 5 9 8 4 5 9 7 . 5 0 4 5 9 7 . 0 0 4 5 9 8 . 0 6 P C T B C = O / S 1 7 . 5 0 L T S T A 4 + 8 2 . 5 5 4 5 9 8 . 1 1 P C T B C = O / S 1 7 . 5 0 R T S T A 4 + 8 2 . 5 5 4600.14 SW = EA O/S 29.00 RT STA 1+10.69 4600.14 SW = EA O/S 24.00 RT STA 1+10.62 4600.14 SW = EA O/S 24.00 LT STA 1+09.94 4600.14 SW = EA O/S 29.00 LT STA 1+09.87INSTALL NEW DRIVE APROA C H PER CITY OF BOZEMANSTD DWG 02529-13 1.50% 1.50% 1.5 0 % 1. 5 0 % INSTALL NEW DRIVE APROACHPER CITY OF BOZEMANSTD DWG 02529-13R25.00'R15.00'R15.00'R25.00'PROPOSED 10.00' WIDEASPHALT PATH 24.00'31.00'28.37'24.00'31.00'28.37'PROPERTYBOUNDARYVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-11_PRINCE-LANE_STA-0+50-TO-6+00.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 0 + 5 0 T O 6 + 0 0 - - - - R - 1 1 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 P R I N C E L A N E P R I N C E L A N E M A T C H L I N E S E E S H E E T R - 1 2 FRONTAGE ROAD AB: PAVING IS INCLUDED INIMPROVEMENTS AGREEMENT R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 AB: PAVING IS INCLUDED INIMPROVEMENTS AGREEMENT - 1 . 5 0 % SEL P V I S T A = 9 + 8 8 . 5 3 P V I E L E V = 4 5 9 2 . 4 0 1 A . D . = 2 . 0 0 % K = 1 0 0 . 0 0 L O W P O I N T S T A = 1 0 + 3 8 . 5 3 L O W P O I N T E L E V = 4 5 9 2 . 7 8 L = 2 0 0 . 0 0 V C BVCS = 8+88.53 BVCE = 4593.90 EVCS = 10+88.53 EVCE = 4592.90 4580 4585 4590 4595 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 6+006+507+007+50 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 EG-4595.99EG-4596.12EG-4596.14EG-4595.98EG-4595.65EG-4595.38EG-4595.06 EG-4594.70 EG-4594.27 EG-4593.78 EG-4593.31 EG-4592.85 EG-4592.46 EG-4592.15 EG-4592.15 EG-4592.35 EG-4592.65 EG-4593.01 EG-4593.11 EG-4593.16 EG-4592.74 EG-4592.21 EG-4591.31 FG-4597.48FG-4597.35FG-4597.23FG-4597.10FG-4596.73FG-4596.35FG-4595.98 FG-4595.60 FG-4595.23 FG-4594.85 FG-4594.48 FG-4594.10 FG-4593.74 FG-4593.42 FG-4593.17 FG-4592.98 FG-4592.85 FG-4592.79 FG-4592.78 FG-4592.84 FG-4592.96 FG-4593.08 FG-4593.21 P V I S T A = 9 + 8 8 . 5 3 P V I E L E V = 4 5 9 2 . 4 0 1 A . D . = 2 . 0 0 % K = 1 0 0 . 0 0 L O W P O I N T S T A = 1 0 + 3 8 . 5 3 L O W P O I N T E L E V = 4 5 9 2 . 7 8 L = 2 0 0 . 0 0 V C BVCS = 8+88.53 BVCE = 4593.90 EVCS = 10+88.53 EVCE = 4592.90 STA = 6+75.00ELEV = 4597.10 END WARP CROWNTRANSITION LTSTA = 6+94.18ELEV = 4596.82 B E G I N W A R P C R O W N T R A N S I T I O N L T S T A = 7 + 7 9 . 8 9 E L E V = 4 5 9 5 . 5 3 PRINCE LANECENTERLINE PTSTA = 6+22.65ELEV = 4597.37 P R O P O S E D W A T E R M A I N E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E P R O P O S E D F I N I S H E D G R O U N D C E N T E R L I N E SANITARY S E W E R MANHOLE (T Y P ) -0.50%END WARP CROWNTRANSITION RTSTA = 7+05.25ELEV = 4596.65 - 1 . 5 0 % B E G I N W A R P C R O W N T R A N S I T I O N R T S T A = 7 + 9 0 . 9 7 E L E V = 4 5 9 5 . 3 6 E N D W A R P C R O W N T R A N S I T I O N L T & R T S T A = 8 + 8 8 . 5 3 E L E V = 4 5 9 3 . 9 0 PRINCE LANE C L S T A 7 + 4 2 . 5 7 = ROYAL WOLF W A Y C L S T A 1 7 + 9 9 . 8 2 ELEV = 4596.09STA 7+54.29 - 8.90' RTINSTALL NEW 60" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-16 WITHEJIW 3771 / 3772 SERIES FRAME & COVEROR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4596.0215" HP STORM INV IN (E) = 4587.5318" HP STORM INV IN (S) = 4587.2524" HP STORM INV OUT (N) = 4586.71SUMP = 4585.96 (3) 12" A-2000UTILITY CONDUITSSEE DETAIL4D-1 ( 3 ) 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 S T A 1 0 + 3 8 . 5 3 - 8 . 9 0 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 2 0 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 2 . 5 1 1 2 " H P S T O R M I N V I N ( N ) = 4 5 8 8 . 8 9 1 2 " H P S T O R M I N V I N ( S ) = 4 5 8 8 . 8 9 1 5 " H P S T O R M I N V O U T ( W ) = 4 5 8 8 . 6 5 S U M P = 4 5 8 7 . 9 0 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 0 9 ± 3 7 8 L F 1 5 " H P S T O R M @ ± 0 . 4 0 % S L O P E N O R T H W E S T E R N E N E R G Y G A S L I N E . C O O R D I N A T E W I T H N W E F O R R E L O C A T I O N . YELLOWSTONE GAS PIPELINESEE SPECIFICATIONS FORPHILLIPS 66 ENCROACHMENTGUIDELINES PETRO PETRO PETRO PETRO PETRO PETRO PETRO G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S 8W 8W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W16W16W16W16W16W16W16W16W16W16W H Y D H Y D WS WS WS WS 8W8W 8W8W8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S 6 S S 6 S S 6SS 6SS 6SS 6SS1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 12SD 18SD 24SD 24SD 24SD 24SD18SD18SDD D UCD UCD UCDUCDUCDUCDUCDUCDUCDUCDUCDUCDUCD UCD UCD UCD UCD UCD UCDUCDUCDUCDUCDUCD PETROPETROPETROPETROPETRO17+50 17+75 18+00 18+25 18+505+75 6+006+256+506+757+007+257+50 7 + 7 5 8 + 0 0 8 + 2 5 8 + 5 0 8 + 7 5 9 + 0 0 9 + 2 5 9 + 5 0 9 + 7 5 1 0 + 0 0 1 0 + 2 5 1 0 + 5 0 1 0 + 7 5 1 1 + 0 0 1 1 + 2 5 1 1 + 5 0 1 1 + 7 5 4:14:1∆ = 53°30'52"R = 150.00'L = 2250.00'CHORD BRG = N65° 15' 32"ECHORD L = 135.06'4597.001.50%1.50%4597.54 PT TBC =O/S 17.50 RT STA 6+22.65 4597.37 PT TBC =O/S 17.50 LT STA 6+22.654597.22 TBC APRON =O/S 17.50 RT STA 6+94.25 4597.04 TBC APRON =O/S 17.50 LT STA 6+94.180.95%0.95%1.50%4596.21 GB AC =O/S 15.50 LT STA 7+24.924596.44 GB AC =O/S 15.50 RT STA 7+28.96 4 5 9 6 . 1 1 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 7 + 9 0 . 9 7 4 5 9 5 . 4 6 T B C T R A N S = O / S 1 7 . 5 0 R T S T A 8 + 1 0 . 9 7 4 5 9 5 . 5 6 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 7 + 9 0 . 8 9 4 5 9 3 . 8 1 G B T B C = O / S 1 7 . 5 0 L T S T A 8 + 8 8 . 5 3 4 5 9 3 . 8 1 G B T B C = O / S 1 7 . 5 0 R T S T A 8 + 8 8 . 5 3 0.95% 0.95% 3.00%3.00% ( 3 ) 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 (3) 12" A-2000UTILITY CONDUITSSEE DETAIL4D-1 S T A 1 0 + 3 8 . 5 3 - 1 6 . 5 0 ' R T I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - P L - 0 2 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 2 . 6 9 G R A T E @ F L = 4 5 9 2 . 2 3 1 2 " H P S T O R M I N V O U T ( N E ) = 4 5 8 8 . 9 4 S U M P = 4 5 8 8 . 1 9 I N S T A L L N E W S T O R M D R A I N P I P E S D P - P L - 0 2 ± 2 5 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 4 5 9 2 . 8 1 G B T B C = O / S 1 7 . 5 0 R T S T A 1 0 + 8 8 . 5 3 4 5 9 2 . 8 1 G B T B C = O / S 1 7 . 5 0 L T S T A 1 0 + 8 8 . 5 3 3.00%3.00% 1.50% 1.50% 1.50%1.50% 4 5 9 2 . 5 0 4 5 9 2 . 5 0 4 5 9 3 . 0 0 4 5 9 3 . 0 0 4 5 9 4 45 9 4 . 5 0 4 5 9 4 4 5 9 2 4 5 9 2 4 5 9 0 . 5 0 4 5 9 2 4 5 9 3 . 0 0 4592.50 4 5 9 2 4 5 9 1 . 5 0 4 5 9 0 4590.5 0 4 5 9 4 4 5 9 3 . 5 0 4 5 9 3 . 0 0 4 5 9 4 4 5 9 3 . 5 0 4 5 9 3 . 0 0 4 5 9 2 . 5 0 4 5 9 2 4592 S 8 7 ° 5 9 ' 0 2 " E 1 5 7 7 . 3 5 ' S T A 1 0 + 3 8 . 5 3 - 1 6 . 5 0 ' L T I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - P L - 0 3 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 2 . 6 7 G R A T E @ F L = 4 5 9 2 . 2 3 1 2 " H P S T O R M I N V O U T ( S ) = 4 5 8 9 . 1 2 S U M P = 4 5 8 8 . 3 7 I N S T A L L N E W S T O R M D R A I N P I P E S D P - P L - 0 1 ± 8 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E S T A 1 0 + 3 8 . 5 3 - 8 . 9 0 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 2 0 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-12_PRINCE-LANE_STA-6+00-TO-11+50.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 6 + 0 0 T O 1 1 + 5 0 - - - - R - 1 2 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 P R I N C E L A N E P R I N C E L A N E MATCH LINESEE SHEET R-11ROYAL WOLF WAY MATCH LINE SEE SHEET R-13 1 CIVIL SITE FEATURE NOTES BY SYMBOL:STA 7+54.29 - 8.90' RTINSTALL NEW STORM DRAIN MH #SDMH-16 13YELLOWSTONE GAS PIPELINE - SEESPECIFICATIONS FOR PHILLIPS 66ENCROACHMENT GUIDELINES 2INSTALL NEW STORM DRAIN PIPE SDP-PL-03±378 LF 15" HP STORM @ ±0.40% SLOPE 2 3 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 + 0 . 5 0 % 4580 4585 4590 4595 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 11+5012+0012+5013+00 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 1 5 + 0 0 1 5 + 5 0 1 6 + 0 0 1 6 + 5 0 1 7 + 0 0 EG-4591.31EG-4590.47EG-4589.67EG-4589.18EG-4589.03EG-4587.67EG-4589.41 EG-4590.43 EG-4590.87 EG-4591.07 EG-4591.15 EG-4591.58 EG-4592.40 EG-4593.09 EG-4593.69 EG-4594.15 EG-4594.35 EG-4594.66 EG-4595.01 EG-4595.30 EG-4595.51 EG-4595.69 EG-4595.80 FG-4593.21FG-4593.33FG-4593.46FG-4593.58FG-4593.71FG-4593.83FG-4593.96 FG-4594.08 FG-4594.21 FG-4594.33 FG-4594.46 FG-4594.58 FG-4594.71 FG-4594.83 FG-4594.96 FG-4595.08 FG-4595.21 FG-4595.33 FG-4595.46 FG-4595.58 FG-4595.71 FG-4595.83 FG-4595.96 + 0 . 5 0 % P R O P O S E D W A T E R M A I N E X I S T I N G G R O U N D S U R F A C E A T C E N T E R L I N E P R O P O S E D F I N I S H E D G R O U N D C E N T E R L I N E S A N I T A R Y S E W E R M A N H O L E ( T Y P ) CL X-ING OF 9'-0" x 5'-0" RCBSTA = 12+72.75INV ELEV = 4586.05 C E N T E R L I N E D R I V E A P P R O A C H R T S T A = 1 5 + 9 8 . 8 2 E L E V = 4 5 9 5 . 4 5 4" SCH 40 PVCCONDUITS(2) IRRIGATION(1) UTILITIES P R O P O S E D S A N I T A R Y S E W E R M A I N 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W H Y D WS WS WS WS WS WS WS WS 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 6 S S 6 S S 6 S S 6 S S 6SS 6SS 6S S IRRIG IRRIG IRRIGIRRIGIRRIGIRRIGUCDUCDUCD11+5011+7512+0012+2512+5012+7513+00 1 3 + 2 5 1 3 + 5 0 1 3 + 7 5 1 4 + 0 0 1 4 + 2 5 1 4 + 5 0 1 4 + 7 5 1 5 + 0 0 1 5 + 2 5 1 5 + 5 0 1 5 + 7 5 1 6 + 0 0 1 6 + 2 5 1 6 + 5 0 1 6 + 7 5 1 7 + 0 0 1 7 + 2 5 4593.44 TBC APRON =O/S 17.50 RT STA 12+14.414593.00 4592 4590.5045924592.5045924591.50 45904590.50ST A 1 2 + 8 1 . 7 3 - 5 2 . 2 4 ' R T INS T A L L N E W 9 ' x 5 ' R C B FL A R E D E N D W I N G W A L L S E C T I O N INL E T I N V E R T I N = 4 5 8 6 . 5 5 CH A N N E L I N V E R T = 4 5 8 7 . 5 5 4593.44 TBC APRON =O/S 17.50 LT STA 12+14.41 STA 12+63.78 - 52.24' LTINSTALL NEW 9' x 5' RCBFLARED END WING WALL S E C T I O N OUTLET INVERT OUT = 45 8 5 . 5 4 CHANNEL INVERT = 4586. 5 4 4593.53 TBC APRON =O/S 17.50 RT STA 12+32.41 4593.53 TBC APRON =O/S 17.50 LT STA 12+32.41 4593.55 BEGIN SW =O/S 29.00 LT STA 12+02.79 4 5 9 4 . 2 3 E N D S W = O / S 2 9 . 0 0 L T S T A 1 3 + 3 7 . 2 7 4593.60 BEGIN SW =O/S 29.00 RT STA 12+12.40 4 5 9 4 . 2 6 E N D S W = O / S 2 9 . 0 0 R T S T A 1 3 + 4 4 . 1 5 INSTALL ±84 LF9' x 5' RCB BOXCULVERT @±0.95% SLOPESEE DETAIL 4 5 9 5 . 3 0 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 1 5 + 8 5 . 8 2 4 5 9 5 . 4 3 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 1 6 + 1 1 . 8 2 CRUSHED FINESPATHWAY 4" SCH 40 PVCCONDUITS(2) IRRIGATION(1) UTILITIES CRUSHED FINESPATHWAY 1 7 . 5 0 ' 1 7 . 5 0 ' 1.50%1.50% 4:1 4:1 4:1 4:1 4:1 4 5 9 5 . 5 0 45 9 5 . 0 0 4594.50 4594 4593.50 4593.00 4592.50 4592 4591.50 4591.00 4 5 9 0 . 5 0 45 9 6 459 5 . 5 0 4 5 9 5 . 0 0 4 5 9 4 . 5 0 4 5 9 4 4 5 9 3 . 5 0 4 5 9 3 . 0 0 4592.50 4 5 9 2 4 5 9 5 . 5 0 4 5 9 5 . 0 0 4 5 9 4 . 5 0 4 5 9 4 STA 12+57.77 TO ST A 1 2 + 7 7 . 7 7 INSTALL THICKENE D E D G E SIDEWALK PER DE T A I L 6 O N S H E E T D - 1 STA 12+67.73 T O S T A 1 2 + 8 7 . 7 3 INSTALL THI C K E N E D E D G E SIDEWALK P E R D E T A I L 6 O N S H E E T D - 1 I N S T A L L N E W D R I V E A P P R O A C H P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 1 2 1 6 . 0 0 ' S A N I T A R Y S E W E R M A I N T E N A N C E A C C E S S R O A D S E E D E T A I L 3 D - 1 5D-1VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-13_PRINCE-LANE_STA-11+50-TO-17+00.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 1 1 + 5 0 T O 1 7 + 0 0 - - - - R - 1 3 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 P R I N C E L A N E P R I N C E L A N E MATCH LINE SEE SHEET R-14 MATCH LINESEE SHEET R-12 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 - 0 . 6 5 % + 2 . 0 0 % + 3 . 0 0 % - 3 . 0 0 % STA = 20+71.80 ELEV = 4597.14 PVI STA = 18+33.49PVI ELEV = 4596.626A.D. = -1.15%K = 173.91HIGH POINT STA = 18+20.45HIGH POINT ELEV = 4596.34L = 200.00 VCBVCS = 17+33.49BVCE = 4596.13 EVCS = 19+33.49 EVCE = 4595.98 P V I S T A = 1 9 + 9 3 . 8 0 P V I E L E V = 4 5 9 5 . 5 8 4 A . D . = 2 . 6 5 % K = 3 7 . 7 4 L O W P O I N T S T A = 1 9 + 6 8 . 3 2 L O W P O I N T E L E V = 4 5 9 5 . 8 3 L = 1 0 0 . 0 0 V C BVCS = 19+43.80 BVCE = 4595.91 EVCS = 20+43.80 EVCE = 4596.58 4585 4590 4595 4600 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 17+0017+5018+0018+50 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 2 2 + 0 0 EG-4595.80EG-4596.08EG-4596.47EG-4596.77EG-4596.95EG-4597.14EG-4597.17 EG-4597.26 EG-4597.24 EG-4597.22 EG-4597.29 EG-4597.29 EG-4597.18 EG-4597.12 EG-4597.20 EG-4597.37 EG-4596.18 EG-4596.43 EG-4597.05 FG-4595.96FG-4596.08FG-4596.20FG-4596.28FG-4596.33FG-4596.34FG-4596.32 FG-4596.26 FG-4596.16 FG-4596.03 FG-4595.87 FG-4595.84 FG-4595.96 FG-4596.25 FG-4596.71 FG-4597.24 FG-4597.62 - 0 . 6 5 % + 2 . 0 0 % + 3 . 0 0 % - 3 . 0 0 % PVI STA = 18+33.49PVI ELEV = 4596.626A.D. = -1.15%K = 173.91HIGH POINT STA = 18+20.45HIGH POINT ELEV = 4596.34L = 200.00 VCBVCS = 17+33.49BVCE = 4596.13 EVCS = 19+33.49 EVCE = 4595.98 P V I S T A = 1 9 + 9 3 . 8 0 P V I E L E V = 4 5 9 5 . 5 8 4 A . D . = 2 . 6 5 % K = 3 7 . 7 4 L O W P O I N T S T A = 1 9 + 6 8 . 3 2 L O W P O I N T E L E V = 4 5 9 5 . 8 3 L = 1 0 0 . 0 0 V C BVCS = 19+43.80 BVCE = 4595.91 EVCS = 20+43.80 EVCE = 4596.58 STA = 20+71.80 ELEV = 4597.14 PROPOSEDWATER MAIN EXISTING GROUNDSURFACE ATCENTERLINEPROPOSED FINISHEDGROUND CENTERLINE S A N I T A R Y S E W E R M A N H O L E ( T Y P ) STA 18+35.73 - 26.50' LTINSTALL NEW 48" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-05 WITHEJIW 3771 / 3772 SERIES FRAME & COVEROR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4596.1015" HP STORM INV IN (E) = 4590.6115" HP STORM INV OUT (N) = 4590.41SUMP = 4589.66 S T A 1 9 + 4 5 . 3 1 - 8 . 0 0 ' R T I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 0 4 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 5 . 6 6 1 2 " H P S T O R M I N V I N ( S ) = 4 5 9 1 . 5 0 1 2 " H P S T O R M I N V I N ( N E ) = 4 5 9 1 . 5 0 1 5 " H P S T O R M I N V O U T ( W ) = 4 5 9 1 . 2 6 S U M P = 4 5 9 0 . 5 1 ( 3 ) 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 PROPOSEDSANITARYSEWER MAIN I N S T A L L N E W S T O R M D R A I N P I P E S D P - P L - 0 7 1 5 " H P S T O R M @ ± 0 . 6 2 % S L O P E ( 2 ) 4 " S C H 4 0 P V C I R R I G A T I O N S L E E V E S P R I N C E L A N E C L S T A 2 0 + 9 3 . 8 0 = N E L S O N R O A D C L S T A 1 7 + 3 6 . 9 7 E L E V = 4 5 9 7 . 8 0 B E G I N W A R P C R O W N T R A N S I T I O N S T A 1 9 + 3 3 . 4 9 E L E V = 4 5 9 5 . 9 8 E N D W A R P C R O W N T R A N S I T I O N S T A 2 0 + 4 4 . 8 0 E L E V = 4 5 9 6 . 6 0 C E N T E R L I N E D R I V E A P P R O A C H L T S T A 1 8 + 3 6 . 6 5 E L E V = 4 5 9 6 . 3 4 P R O P O S E D 1 5 " H P S T O R M D R A I N M A I N / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////////////BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT GAS GAS GAS GAS GAS GAS GAS GAS GAS 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S FM FM FM FM FM FM FM FM FM FM 6SS6SS6SS6SS 12S D 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD15SD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D UCD UCD UCD UCD UCD UCD UCD UCD UCD UCD UCD UCD IRRIG IRRIG IRRIGIRRIGIRRIGIRRIG 16+50 16+75 17+00 17+25 17+50 17+75 16+7517+0017+2517+5017+7518+0018+2518+50 1 8 + 7 5 1 9 + 0 0 1 9 + 2 5 1 9 + 5 0 1 9 + 7 5 2 0 + 0 0 2 0 + 2 5 2 0 + 5 0 2 0 + 7 5 2 1 + 0 0 2 1 + 2 5 2 1 + 5 0 2 1 + 7 5 2 2 + 0 0 4595.5045964595.504596.04 GB TBC =O/S 17.50 RT STA 17+33.49 4596.04 GB TBC =O/S 17.50 LT STA 17+33.493.00%3.00%1.50%1.50%4596.25 GB TBC =O/S 17.50 RT STA 18+20.45 4596.25 GB TBC =O/S 17.50 LT STA 18+20.453.00%3.00% 4 5 9 5 . 8 9 G B T B C = O / S 1 7 . 5 0 R T S T A 1 9 + 3 3 . 4 9 4 5 9 5 . 8 9 G B T B C = O / S 1 7 . 5 0 L T S T A 1 9 + 3 3 . 4 9 3.00%3.00% 1.50%1.50% ( 2 ) P R O P O S E D 4 " S C H 4 0 P V C I R R I G A T I O N S L E E V E S STA 18+36.93 - 8.00' RTINSTALL NEW 48" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-05 4 5 9 6 . 4 4 T B C T R A N S = O / S 1 7 . 5 0 R T S T A 2 0 + 1 3 . 8 0 S T A 1 9 + 4 5 . 3 1 - 1 6 . 5 0 ' R T I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N C A T C H B A S I N # S D I - P L - 0 4 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 5 . 8 2 G R A T E @ F L = 4 5 9 5 . 3 6 1 2 " H P S T O R M I N V O U T ( N E ) = 4 5 9 1 . 5 6 S U M P = 4 5 9 0 . 8 1 4 5 9 5 . 8 2 G B T B C = O / S 1 7 . 5 0 R T S T A 1 9 + 4 3 . 8 0 INSTALL NEW STOR M DRAIN PIPE SDP-PL-0 7 ±109 LF 15" HP STOR M @ ±0.62% SLOP E S T A 1 9 + 5 6 . 3 0 - 1 6 . 5 0 ' L T I N S T A L L N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M H & I N L E T # S D I - P L - 0 5 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 5 . 8 0 G R A T E @ F L = 4 5 9 5 . 3 4 1 2 " H P S T O R M I N V I N ( S W ) = 4 5 9 1 . 7 5 S U M P = 4 5 9 1 . 0 0 4 5 9 6 . 8 0 T B C A P R O N = O / S 1 7 . 5 0 L T S T A 2 0 + 4 3 . 8 0 ( 3 ) 1 2 " A - 2 0 0 0 U T I L I T Y C O N D U I T S S E E D E T A I L 4 D - 1 S P I L L C U R B 4 5 9 7 . 3 4 T B C A P R O N = O / S 1 7 . 5 0 R T S T A 2 0 + 4 3 . 8 0 4 5 9 7 . 5 7 G B A C = O / S 4 2 . 5 0 R T S T A 2 0 + 7 1 . 8 0 4 5 9 6 . 7 2 G B A C = O / S 4 2 . 5 0 L T S T A 2 0 + 7 1 . 8 0 I N S T A L L N E W S T O R M D R A I N P I P E S D P - P L - 0 6 ± 2 7 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E 45964596 4595.50 4596 . 5 0 4597.504596.504597.00 4 5 9 7 . 0 0 4596.50 4 5 9 7 . 0 0 S T A 1 9 + 4 5 . 3 1 - 8 . 0 0 ' R T I N S T A L L N E W S T O R M D R A I N M H # S D M H - 0 4 INS T A L L N E W S T O R M D R A I N P I P E S D P - P L - 0 5 ± 9 L F 1 2 " H P S T O R M @ ± 1 . 0 0 % S L O P E N E W D R I V E A P P R O A C H P E R C I T Y O F B O Z E M A N S T D D W G 0 2 5 2 9 - 1 2 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W H Y D WS WS WS WS WS WS WS WS S T O R M D R A I N M A I N T E N A N C E A C C E S S R O A D S E E D E T A I L 3 D - 1 16.00' 4 5 9 6 . 8 7 T B C T R A N S = O / S 1 7 . 5 0 R T S T A 2 0 + 2 3 . 8 0 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-14_PRINCE-LANE_STA-17+00-TO-END.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E S T R E E T & S T O R M D R A I N I M P R O V E M E N T S S T A 1 7 + 0 0 T O E N D - - - - R - 1 4 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 1 2 2 4 1 0 2 0 2 0 4 0 PRINCE LANE P R I N C E L A N E MATCH LINESEE SHEET R-13 NELSON ROAD R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 4560 4565 4570 4575 4580 4585 4590 4595 4600 4 5 6 0 4 5 6 5 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 -0+500+000+501+001+502+002+503+003+504+00 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 EG-4590.01EG-4592.19EG-4590.91EG-4591.44EG-4591.33EG-4591.21EG-4591.08EG-4590.95EG-4590.88EG-4590.84EG-4590.99EG-4591.03 EG-4589.69 EG-4585.87 EG-4584.90 EG-4583.60 EG-4583.61 EG-4584.21 EG-4585.18 EG-4585.54 EG-4585.55 EG-4587.40 EG-4587.76 EG-4588.11 EG-4588.46 EG-4588.37 EG-4588.20 EG-4588.02 EG-4587.84 EG-4587.51 EG-4587.26 EG-4587.04 EG-4587.01 EG-4587.49 EG-4588.03 EG-4588.58 EG-4589.14 EG-4589.74 EG-4590.35 EG-4590.98 EG-4591.15 EG-4591.36 FG-4592.03FG-4591.42FG-4590.71FG-4590.21FG-4589.98FG-4589.91FG-4589.98FG-4590.20FG-4590.45FG-4590.70FG-4590.95FG-4591.20FG-4591.45FG-4591.70FG-4591.95FG-4592.15FG-4592.26FG-4592.28 FG-4592.20 FG-4592.07 FG-4591.95 FG-4591.82 FG-4591.70 FG-4591.57 FG-4591.45 FG-4591.32 FG-4591.20 FG-4591.07 FG-4590.95 FG-4590.82 FG-4590.70 FG-4590.57 FG-4590.45 FG-4590.32 FG-4590.20 FG-4590.07 FG-4589.95 FG-4589.82 FG-4589.70 FG-4589.57 FG-4589.45 FG-4589.32 FG-4589.20 FG-4589.07 FG-4589.05 FG-4589.17 FG-4589.30 FG-4589.42 FG-4589.55 FG-4589.67 FG-4589.80 FG-4589.92 FG-4590.05 FG-4590.17 FG-4590.32 FG-4590.60 FG-4591.01 FG-4591.54 FG-4592.11 -2.97%+1.00% - 0 . 5 0 % + 0 . 5 0 % + 2 . 2 3 % -2.00%-1.00%STA = -0+32.73ELEV = 4592.04 STA = 10+64.90 ELEV = 4589.00 PVI STA = 3+75.00PVI ELEV = 4592.447A.D. = -1.50%K = 66.82HIGH POINT STA = 3+91.59HIGH POINT ELEV = 4592.28L = 100.00 VCBVCS = 3+25.00BVCE = 4591.95EVCS = 4+25.00 EVCE = 4592.20 PVI STA = 1+00.00PVI ELEV = 4589.707A.D. = 2.00%K = 40.07LOW POINT STA = 1+00.07LOW POINT ELEV = 4589.91L = 80.00 VCBVCS = 0+60.00BVCE = 4590.11EVCS = 1+40.00EVCE = 4590.11 P V I S T A = 1 3 + 5 0 . 0 0 P V I E L E V = 4 5 9 0 . 4 2 3 A . D . = 1 . 7 3 % K = 4 6 . 1 9 L O W P O I N T S T A = 1 3 + 1 0 . 0 0 L O W P O I N T E L E V = 4 5 9 0 . 2 2 L = 8 0 . 0 0 V C BVCS = 13+10.00 BVCE = 4590.22 EVCS = 13+90.00 EVCE = 4591.32 ////////////////////////////// P E T R O P E T R O P E T R O P E T R O P E T R O BTBTBT BTBTBT GASGASGAS///////// 8 W 8 W 8 W 8 W 8 W 16W16W16W16WHYD HY D B O 8 S 8 S 8 S FMFMFMFM 6 S S 6 S S 8 S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 24 S D 24 S D 24SD 24SD 24SD 18SD 18SD 18SD 18SD 18SD 2 4 S D 2 4 S D 2 4 S D 2 4 S D 24 S D 24 S D 24 S D 24 S D 24 S D 24 S D 24 S D 15SD15SD15SD15SD 15SD15SD15SD15SD D D D D D F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P F R C P U C D U C D U C D L I F T S T A T I O N T R A C T 0 . 0 8 a c s . S T O R M W A T E R T R A C T 1 0 . 8 0 a c s . S T O R M W A T E R T R A C T 2 0 . 6 8 a c s . PETRO PETRO PETRO 21+5022+0022+5023+0023+50 23+50 21+5022+0022+5023+00 -0+500+000+501+001+502+002+503+003+504+00 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 ± 4 2 ' ± 1 3 ' ± 1 3 ' ± 3 3 ' 4593.004592.5045924591.50 459 0 458 8 4 5 8 6 458 9 . 5 0 458 9 . 0 0 458 8 . 5 0 4587 . 5 0 4587 . 0 0 4 5 8 6 . 5 0 4 5 8 6 . 5 0 458 4 458 4 . 5 0 4 5 8 5 . 0 0 4585.50 4586 4 5 8 6 4 5 8 6 . 5 0 4 5 8 7 . 0 0 4 5 8 7 . 5 0 4 5 8 8 4 5 8 8 . 5 0 4589.00 4 5 8 9 . 5 0 4 5 9 0 4 5 8 8 4 5 8 8 . 5 0 4 5 8 9 . 0 0 4589.50 4590 4590.50 4591.00 4 5 9 3 . 0 0 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\R-15_NORTH-BOUNDARY-STORM-DRAIN.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N O R T H P R O P E R T Y B O U N D A R Y S T O R M D R A I N I M P R O V E M E N T S S T A 0 + 0 0 T O E N D - - - - R - 1 5 C P K C P K M E E 0 1 / 2 0 1 9 1CITY REVIEW05/17/2019TEE M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 NORTHERN P R O P E R T Y BOUND A R Y N O R T H P R O P E R T Y B O U N D A R Y NELSON ROAD1CIVIL SITE FEATURE NOTES BY SYMBOL:STA -0+30.30 - 11.55' LTINSTALL NEW 2'x3' STORM DRAIN CATCH BASIN #SDI-NR-09A WITHEJIW 7030Z1 FRAME & 7030M6 GRATE OR D&L I-3516-R8 FRAME & 3517-02 GRATETBC ELEV = 4592.29GRATE @ FL = 4591.8312" HP STORM INV OUT (W) = 4588.67SUMP = 4587.92 112STA -0+11.00 - 16.50' LTINSTALL NEW 48" Ø STANDARD STRAIGHT STORM DRAIN MH #SDMH-08 WITHEJIW 3771 / 3772 SERIES FRAME & COVER OR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4592.1612" HP STORM INV IN (E) = 4588.4915" HP STORM INV IN (S) = 4588.2515" HP STORM INV OUT (W) = 4588.05SUMP = 4587.302 23STA 0+23.06 - 1.54' LTINSTALL NEW 2'x3' STORM DRAIN CATCH BASIN #SDI-NR-09 WITHEJIW 7030Z1 FRAME & 7030M6 GRATE OR D&L I-3516-R8 FRAME & 3517-02 GRA T E TBC ELEV = 4591.16GRATE @ FL = 4590.7012" HP STORM INV OUT (S) = 4588.15SUMP = 4587.40 34STA 0+23.56 - 16.48' LTINSTALL NEW 48" Ø COMBINATION STORM DRAIN MH & INLET #SDI-NR-08 WITHEJIW 7030Z2 FRAME & 7030M6 GRATE OR APPROVED EQUALGRATE @ FL = 4590.9412" HP STORM INV IN (N) = 4588.0315" HP STORM INV IN (E) = 4587.7918" HP STORM INV OUT (W) = 4587.51SUMP = 4586.76 44 5 S T A 2 + 7 6 . 9 3 - 1 6 . 5 0 ' L T I N S T A L L N E W 6 0 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 0 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 1 . 0 2 1 5 " H P S T O R M I N V I N ( S ) = 4 5 8 6 . 7 9 1 8 " H P S T O R M I N V I N ( E ) = 4 5 8 6 . 5 1 2 4 " H P S T O R M I N V O U T ( W ) = 4 5 8 5 . 9 7 S U M P = 4 5 8 5 . 2 2 55 6 S T A 5 + 4 2 . 1 1 - 1 6 . 5 0 ' L T I N S T A L L N E W 6 0 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 1 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 1 . 1 6 2 4 " H P S T O R M I N V I N ( E ) = 4 5 8 5 . 4 5 2 4 " H P S T O R M I N V O U T ( S ) = 4 5 8 5 . 2 5 S U M P = 4 5 8 4 . 5 0 6 6 6 7 S T A 1 0 + 6 4 . 9 0 - 1 6 . 5 0 ' L T I N S T A L L N E W 6 0 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 9 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 8 8 . 5 5 2 4 " H P S T O R M I N V I N ( W ) = 4 5 8 4 . 5 8 2 4 " H P S T O R M I N V O U T ( S ) = 4 5 8 4 . 3 8 S U M P = 4 5 8 3 . 6 3 7 7 8 S T A 1 4 + 1 1 . 3 8 - 1 7 . 3 4 ' L T I N S T A L L N E W 6 0 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 1 8 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 2 . 0 2 1 2 " H P S T O R M I N V I N ( N W ) = 4 5 8 7 . 9 8 1 2 " H P S T O R M I N V I N ( N E ) = 4 5 8 7 . 9 9 2 4 " H P S T O R M I N V I N ( S ) = 4 5 8 5 . 4 7 2 4 " H P S T O R M I N V O U T ( E ) = 4 5 8 5 . 2 7 S U M P = 4 5 8 4 . 5 2 8 8 9 S T A 1 4 + 0 3 . 8 4 - 2 . 1 3 ' L T I N S T A L L N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M H & I N L E T # S D I - R W - 1 0 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 2 . 0 4 G R A T E @ F L = 4 5 9 1 . 5 9 1 2 " H P S T O R M I N V O U T ( S E ) = 4 5 8 8 . 1 1 S U M P = 4 5 8 7 . 3 6 9 1 0 S T A 1 4 + 3 6 . 6 9 - 5 . 3 1 ' L T I N S T A L L N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M H & I N L E T # S D I - R W - 0 9 W I T H E J I W 7 0 3 0 Z 1 F R A M E & 7 0 3 0 M 6 G R A T E O R D & L I - 3 5 1 6 - R 8 F R A M E & 3 5 1 7 - 0 2 G R A T E T B C E L E V = 4 5 9 2 . 0 4 G R A T E @ F L = 4 5 9 1 . 5 9 1 2 " H P S T O R M I N V O U T ( S E ) = 4 5 8 8 . 2 3 S U M P = 4 5 8 7 . 4 8 1 0 INSTALL NEW STORMDRAIN PIPE SDP-NR-13±20 LF 12" HP STORM@ ±1.00% SLOPE INSTALL NEW STORM DRAIN PIPE SDP-NR-14±35 LF 15" HP STORM @ ±0.84% SLOPEINSTALL NEW STORMDRAIN PIPE SDP-NR-13±20 LF 12" HP STORM@ ±1.00% SLOPE INSTALL NEW STORM DRAIN PIPE SDP-NR-14±35 LF 15" HP STORM @ ±0.84% SLOPE INSTALL NEW STORMDRAIN PIPE SDP-NR-16±253 LF 18" HP STORM@ ±0.40% SLOPEINSTALL NEW STORM DRAIN PIPE SDP-NR-16±253 LF 18" HP STORM @ ±0.40% SLOPE INSTALL NEW STORMDRAIN PIPE SDP-NR-17±265 LF 24" HP STORM@ ±0.20% SLOPEINSTALL NEW STORM DR A I N P I P E S D P - N R - 1 7 ±265 LF 24" HP STORM @ ± 0 . 2 0 % S L O P E I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 1 8 ± 3 8 L F 2 4 " H P S T O R M @ ± 0 . 2 0 % S L O P E CO N N E C T 2 4 " H P S T O R M T O 24" RCP FES W I T H M A R M A C C O U P L E R 24 " H P S T O R M I N V = 4 5 8 5 . 1 8 2 4 " R C P F E S I N V O U T = 4 5 8 5 . 1 7 A R M O R F L E X S T O R M R E T E N T I O N P O N D M A I N T E N A N C E A C C E S S R O A D S E E D E T A I L 7 D - 1 NELSON RO A D D R A I N A G E B A S I N SURFACE R E T E N T I O N P O N D # 2 MAX WATER SUR F A C E E L E V = 4 5 8 6 . 6 0 POND BO T T O M E L E V = 4 5 8 5 . 1 0 S I D E S L O P E S @ 4 : 1 POND BOTTO M A R E A = 8 , 7 2 4 . 4 8 S F STORAGE V O L U M E = 1 4 , 8 2 1 . 5 5 C F A R M O R F L E X S T O R M R E T E N T I O N P O N D M A I N T E N A N C E A C C E S S R O A D S E E D E T A I L 7 D - 1 2 4 " R C P F E S I N V O U T = 4 5 8 4 . 3 1 1 1 P O N D O V E R F L O W C H A N N E L B O T T O M W I D T H = 4 . 0 0 ' S I D E S L O P E S @ 4 : 1 S L O P E @ ± 2 . 0 0 % L E N G T H = ± 8 3 . 0 5 L F R I P R A P S U R F A C E A R E A = ± 4 9 7 . 0 9 S F 1 1 1 2 P O N D O V E R F L O W C H A N N E L B O T T O M W I D T H = 1 0 . 0 0 ' S I D E S L O P E S @ 4 : 1 S L O P E @ ± 2 . 0 0 % L E N G T H = ± 5 7 . 0 8 L F R I P R A P S U R F A C E A R E A = ± 6 0 8 . 8 4 S F N O R I P R A P O N T R A I L S U R F A C E 1 2 R O Y A L W O L F W A Y & P R I N C E L A N E D R A I N A G E B A S I N S U R F A C E R E T E N T I O N P O N D # 1 M A X W A T E R S U R F A C E E L E V = 4 5 8 5 . 8 0 P O N D B O T T O M E L E V = 4 5 8 4 . 3 0 S I D E S L O P E S @ 4 : 1 P O N D B O T T O M A R E A = 1 4 , 9 7 8 . 5 4 S F S T O R A G E V O L U M E = 2 4 , 9 8 9 . 0 0 C F C O N N E C T 2 4 " H P S T O R M T O 2 4 " R C P F E S W I T H M A R M A C C O U P L E R 2 4 " H P S T O R M I N V = 4 5 8 4 . 3 2 I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 9 ± 2 9 L F 2 4 " H P S T O R M @ ± 0 . 2 0 % S L O P E I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 8 ± 3 4 5 L F 2 4 " H P S T O R M @ ± 0 . 2 0 % S L O P E I N S T A L L N E W S T O R M D R A I N P I P E S D P - R W - 1 8 ± 3 4 5 L F 2 4 " H P S T O R M @ ± 0 . 2 0 % S L O P E R O Y A L W O L F W A Y P O T E N T I A L F U T U R E R O A D W A Y F I N I S H E D G R O U N D A T C E N T E R L I N E E X I S T I N G G R O U N D A T A L I G N M E N T C E N T E R L I N E P O T E N T I A L F U T U R E 9 ' - 0 " x 5 ' - 0 " R C B C U L V E R T P O T E N T I A L F U T U R E 3 0 " R C P C U L V E R T SANIT A R Y S E W E R FORC E M A I N ( T Y P ) P O T E N T I A L F U T U R E R O A D W A Y C U R B & G U T T E R ( T Y P ) P O T E N T I A L F U T U R E 5 . 0 0 ' W I D E S I D E W A L K R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 UTIL UTIL UTILUTILUTILUTILUTILUTIL32PPB PPB0+001+002+00 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 STA 0+95.31 - 36.28' RTINSTALL NEW(1) R3-17 (24" x 18")(1) R8-3 (12" x 12") S T A 3 + 5 6 . 2 3 - 2 7 . 0 0 ' R T I N S T A L L N E W ( 1 ) R 3 - 1 7 ( 2 4 " x 1 8 " ) ( 1 ) R 8 - 3 ( 2 4 " X 2 4 " ) S T A 4 + 1 2 . 1 3 - 2 7 . 2 5 ' R T I N S T A L L N E W I N S T A L L N E W ( 1 ) R 3 - 9 b ( 2 4 " x 3 6 " ) S T A 6 + 2 1 . 9 4 - 2 7 . 0 0 ' R T I N S T A L L N E W ( 1 ) R 3 - 1 7 ( 2 4 " x 1 8 " ) ( 1 ) R 8 - 3 ( 2 4 " X 2 4 " ) S T A 4 + 7 0 . 7 9 - 2 7 . 0 0 ' L T I N S T A L L N E W ( 1 ) R 3 - 1 7 ( 2 4 " x 1 8 " ) ( 1 ) R 8 - 3 ( 2 4 " X 2 4 " ) BIKE LANE P ONLY LANECENTER S T A 6 + 1 0 . 1 3 - 2 7 . 2 5 ' L T I N S T A L L N E W ( 1 ) R 3 - 9 b ( 2 4 " x 3 6 " ) S T A 2 + 7 6 . 9 2 - 2 7 . 2 5 ' L T I N S T A L L N E W ( 1 ) R 3 - 8 - L O + R O ( 3 6 " x 3 0 " ) 1 8 . 0 0 ' 3 0 . 0 0 ' 1 0 . 0 0 ' 3 0 . 0 0 ' STA 0+79.27 - 31.71' LTRESET EXISTING STOP& STREET NAME SIGN ASSEMBLYSTA 0+76.82, 7.00' RT24" WHITE STOP BAR S T A 2 + 7 6 . 9 2 , 6 . 5 0 ' R T E N D 4 " D O U B L E Y E L L O W STA 0+77.82, 6.50' RTBEGIN 4" DOUBLEYELLOW EPOXY 10.00' S T A 2 + 7 6 . 9 2 , 1 7 . 5 0 ' R T E N D 4 " W H I T E S T A 2 + 7 6 . 9 2 , 6 . 5 0 ' L T E N D 8 " W H I T E STA 0+60.56, 38.22' RTBEGIN 4" WHITE EPOXY STA 0+71.58, 24.25' LTBEGIN 4" WHITE EPOXY S T A 3 + 4 6 . 1 3 , 6 . 5 0 ' L T B E G I N 4 " Y E L L O W E P O X Y 1 0 ' X 3 0 ' S K I P L I N E ( R T ) & S O L I D ( L T ) S T A 3 + 4 6 . 1 3 , 6 . 5 0 ' R T B E G I N 4 " Y E L L O W E P O X Y 1 0 ' X 3 0 ' S K I P L I N E ( L T ) & S O L I D ( R T ) S T A 3 + 4 6 . 1 3 , 1 7 . 5 0 ' R T B E G I N 4 " W H I T E E P O X Y S T A 4 + 1 2 . 1 3 , 0 . 0 0 ' ( C E N T E R O F S Y M B O L S ) W H I T E T H E R M O P L A S T I C L E F T T U R N A R R O W S S T A 4 + 7 0 . 7 9 , 1 9 . 7 5 ' L T ( C E N T E R O F S Y M B O L S ) W H I T E T H E R M O P L A S T I C H E L M E T E D B I C Y C L I S T & S T R A I G H T A R R O W S Y M B O L S S T A 6 + 1 0 . 1 3 , 0 . 0 0 ' ( C E N T E R O F S Y M B O L S ) W H I T E T H E R M O P L A S T I C L E F T T U R N A R R O W S S T A 6 + 2 1 . 9 4 , 1 9 . 7 5 ' R T ( C E N T E R O F S Y M B O L S ) W H I T E T H E R M O P L A S T I C H E L M E T E D B I C Y C L I S T & S T R A I G H T A R R O W S Y M B O L S ONLYONLY STA 1+75.00, 27.00' RTINSTALL NEW(1) R2-1 (24" X 30")45 SPEED LIMIT NelsonRdFrontageRdFrontageRdNelso n R dBIKE LANE P B I K E L A N E P O N L Y L A N E C E N T E R B I K E L A N E P 6 . 5 0 ' 1 1 . 0 0 ' 1 3 . 0 0 ' 1 1 . 0 0 ' 6 . 5 0 ' 7+008+00 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 STA 8+10.13 - 27.00' LTINSTALL NEW(1) R3-17 (24" x 18")(1) R8-3 (24" X 24") S T A 9 + 2 2 . 9 3 - 2 7 . 0 0 ' R T I N S T A L L N E W ( 1 ) R 3 - 1 7 ( 2 4 " x 1 8 " ) ( 1 ) R 8 - 3 ( 2 4 " X 2 4 " ) STA 7+26.13 - 27.50' RTINSTALL NEW(1) R3-8-LO+TR (36" x 30")STA 6+66.13, 6.50' LTBEGIN 4" DOUBLE YELLOWSTA 6+76.13, 6.50' RTEND 4" YELLOW STA 7+26.13, 6.50' RTBEGIN 8" WHITE THERMOPLASTIC S T A 8 + 2 6 . 1 3 , 6 . 5 0 ' R T E N D 8 " W H I T E S T A 8 + 2 6 . 1 3 , 6 . 5 0 ' L T E N D D O U B L E Y E L L O W S T A 8 + 2 6 . 1 3 , 1 7 . 5 0 ' L T E N D 4 " W H I T E S T A 9 + 0 6 . 9 3 , 6 . 5 0 ' R T B E G I N 4 " D O U B L E Y E L L O W E P O X Y S T A 9 + 0 6 . 9 3 , 6 . 5 0 ' L T B E G I N 8 " W H I T E T H E R M O P L A S T I C S T A 9 + 1 1 . 0 2 , 1 7 . 5 0 ' L T B E G I N 4 " W H I T E E P O X Y S T A 1 0 + 4 0 . 3 2 , 6 . 5 0 ' L T E N D 8 " W H I T E T H E R M O P L A S T I C S T A 1 0 + 4 1 . 6 1 , 1 7 . 5 0 ' L T 4 " W H I T E P . I . S T A 9 + 2 2 . 9 3 , 1 9 . 7 5 ' R T ( C E N T E R O F S Y M B O L S ) W H I T E T H E R M O P L A S T I C H E L M E T E D B I C Y C L I S T & S T R A I G H T A R R O W S Y M B O L S STA 7+93.98, 0.00' (CENTER OF SYMBOLS)WHITE THERMOPLASTICLEFT TURN ARROWS STA 8+10.13, 19.75' LT (CENTER OF SYMBOLS)WHITE THERMOPLASTIC HELMETED BICYCLIST& STRAIGHT ARROW SYMBOLS S T A 1 0 + 9 0 . 3 2 , 6 . 5 0 ' L T B E G I N 4 " D O U B L E Y E L L O W E P O X Y ONLY S T A 8 + 4 7 . 8 8 , 5 0 . 0 0 ' L T I N S T A L L N E W (2) D3-1-2 "NE L S O N R O A D " ( 3 0 " x 9 " ) (2) D3-1-3 "ROYAL W O L F W A Y " ( 4 2 " x 1 2 " ) ( 1 ) R 1 - 1 ( 3 0 " x 3 0 " ) RoyalWolfWay B I K E L A N E P BIKE LANEP NelsonRd N e l s o n R d Royal Wolf WayONLY 6 . 5 0 ' 1 1 . 0 0 ' 1 3 . 0 0 ' 1 1 . 0 0 ' 6 . 5 0 ' S T A 1 0 + 4 4 . 0 3 , 2 9 . 4 3 ' L T I N S T A L L N E W P O L E M O U N T E D ( 1 ) R 3 - 8 - L O + T R ( 3 6 " x 3 0 " ) 8 . 0 0 ' 4 . 0 0 ' 2 . 0 0 ' VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\T-1.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S I G N A G E A N D S T R I P I N G P L A N S T A 0 + 0 0 T O 1 2 + 0 0 - - - - T - 1 C P K C P K M E E 0 1 / 2 0 1 9 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N Xref .\XREF-MEE-Stamp.dwg N E L S O N R O A D FRONTAGEROAD MATCH LINE THIS SHEET MATCH LINETHIS SHEET MATCH LINE SEE SHEET T-2 N E L S O N R O A D ROYAL WOLF WAY NOTES BY SYMBOL:STA 0+77.82 - 6.50' LTBEGIN 8" WHITE THERMOPLASTIC12STA 1+09.82 - 0.17' LT (CENTER OF SYMBOLS)LEFT TURN ARROW & "ONLY" SYMBOLS34STA 1+07.45 - 19.82' LT (CENTER OF SYMBOLS)WHITE THERMOPLASTIC HELMETED BICYCLIST& STRAIGHT ARROW SYMBOLS 5 6 7 1235STA 1+09.82 - 12.06' LT (CENTER OF SYMBOLS)RIGHT TURN ARROW & "ONLY" SYMBOLS 7 6 STA 2+62.42 - 0.28' LT (CENTER OF SYMBOLS)LEFT TURN ARROW & "ONLY" SYMBOLSSTA 2+61.47 - 20.16' LT (CENTER OF SYMBOLS)WHITE THERMOPLASTIC HELMETED BICYCLIST& STRAIGHT ARROW SYMBOLS STA 2+62.42 - 12.11' LT (CENTER OF SYMBOLS)RIGHT TURN ARROW & "ONLY" SYMBOLS 4 8 8 STA0+93.65- 29.27' RT (CENTER OF SYMBOLS)WHITE THERMOPLASTIC HELMETED BICYCLIST& STRAIGHT ARROW SYMBOLS 8" WHITETHERMOPLASTIC910 9 9 1 0 STA 9+45.0 - 0.0' LT (CENTER OF SYMBOLS)RIGHT TURN ARROW & "ONLY" SYMBOLSSTA 10+28.8 - 0.0' LT (CENTER OF SYMBOLS)RIGHT TURN ARROW & "ONLY" SYMBOLS 4 5 : 1 T A P E R 2 4 " Y E L L O W T H E R M O P L A S T I C 3 0 ° A N D 5 0 ' S P A C I N G ( T Y P . ) 2 0 2 0 4 0 1 0 0 I N F E E T H O R Z . S C A L E R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 I R R I G I R R I G 12+0013+00 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 S T A 1 3 + 6 9 . 1 8 - 2 7 . 0 0 ' R T I N S T A L L N E W ( 1 ) R 3 - 1 7 ( 2 4 " x 1 8 " ) ( 1 ) R 8 - 3 ( 2 4 " X 2 4 " ) S T A 1 6 + 7 8 . 4 7 - 2 7 . 0 0 ' L T I N S T A L L N E W ( 1 ) R 3 - 1 7 ( 2 4 " x 1 8 " ) ( 1 ) R 8 - 3 ( 2 4 " X 2 4 " ) S T A 1 6 + 5 4 . 8 2 - 2 7 . 2 5 ' L T I N S T A L L N E W ( 1 ) W 4 - 2 ( 3 0 " x 3 0 " ) S T A 1 6 + 9 4 . 4 7 - 2 7 . 0 0 ' R T I N S T A L L N E W ( 1 ) R 3 - 1 7 ( 2 4 " x 1 8 " ) ( 1 ) R 3 - 1 7 b P ( 2 4 " x 8 " ) 1 2 . 0 0 ' 2 5 . 0 0 ' 2 5 . 0 0 ' STA 12+82.18, 12.57' LTEND 4" WHITE EPOXY S T A 1 3 + 5 3 . 1 8 , 1 1 . 1 2 ' L T B E G I N 4 " W H I T E E P O X Y S T A 1 6 + 9 4 . 4 7 , 1 7 . 5 0 ' L T E N D 4 " W H I T E E P O X Y S T A 1 6 + 9 4 . 4 7 , 1 7 . 5 0 ' R T E N D 4 " W H I T E E P O X Y S T A 1 5 + 2 9 . 7 2 , 7 . 5 0 ' L T B E G I N 8 " W H I T E T H E R M O P L A S T I C S T A 1 5 + 7 9 . 8 2 , 1 2 . 5 0 ' L T W H I T E T H E R M O P L A S T I C M E R G E A R R O W 2 0 ° R O T A T I O N ( T Y P . ) R4.59'R3.77'STA 12+76.76, 6.50' RT4" DOUBLE YELLOW PC STA 12+76.86, 2.68' LT4" DOUBLE YELLOW PC STA 13+57.31, 1.03' LT4" DOUBLE YELLOW PCSTA 13+57.24, 6.50' RT4" DOUBLE YELLOW PC S T A 1 5 + 2 9 . 8 2 , 1 7 . 5 0 ' L T 4 " W H I T E E P O X Y P I S T A 1 4 + 1 5 . 0 6 , 9 . 8 5 ' L T 4 " W H I T E E P O X Y P I STA 12+66.14, 19.71' LT (CENTER OF SYMBOLS)WHITE THERMOPLASTIC HELMETED BICYCLIST& STRAIGHT ARROW SYMBOLSSTA 13+69.18, 19.75' RT (CENTER OF SYMBOLS)WHITE THERMOPLASTIC HELMETED BICYCLIST& STRAIGHT ARROW SYMBOLS S T A 1 6 + 9 2 . 8 0 , 7 . 5 0 ' L T 8 " W H I T E P C S T A 1 6 + 9 2 . 7 7 , 4 . 1 6 ' L T 8 " W H I T E P C E N D S B I K E L A N E BIKE LANEP B I K E L A N E P S T A 1 6 + 9 4 . 4 7 , 6 . 1 9 ' R T E N D 4 " D O U B L E Y E L L O W E P O X Y STA 12+73.39 - 29.47' LTINSTALL NEW POLE MOUNT(1) R3-7 (24" x 18")(1) R8-3 (24" x 24") 1 5 : 1 T A P E R BIKE LANE P IRRIGIRRIGIRRIGIRRIGIRRIGIRRIG17+0018+00 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 S T A 2 1 + 4 8 . 6 3 - 2 7 . 2 5 ' L T I N S T A L L N E W R 3 - 7 R ( 3 0 " x 3 0 " ) 1 6 . 0 0 ' T Y P 1 6 . 0 0 ' 8.00'5.00' S T A 2 3 + 1 1 . 4 6 , 1 8 . 5 2 ' R T E N D 4 " D O U B L E Y E L L O W E P O X Y S T A 2 3 + 1 1 . 1 3 , 8 . 5 1 ' R T E N D 4 " W H I T E E P O X Y S T A 2 3 + 1 1 . 8 1 , 2 8 . 9 2 ' R T E N D 4 " W H I T E E P O X Y STA 17+80.46, 19.09' RTBEGIN 4" WHITE EPOXY STA 17+79.38, 17.39' LTBEGIN 4" WHITE EPOXY S T A 2 0 + 8 5 . 9 0 , 0 . 1 1 ' L T 8 " W H I T E P I S T A 2 1 + 4 5 . 8 0 , 5 . 1 2 ' R T E N D 8 " W H I T E S T A 2 0 + 8 6 . 4 9 , 1 1 . 1 0 ' L T 4 " W H I T E P I S T A 1 9 + 7 2 . 8 8 , 7 . 9 2 ' L T ( C E N T E R O F S Y M B O L S ) W H I T E T H E R M O P L A S T I C L E F T T U R N & " O N L Y " S Y M B O L S STA 18+11.26, 11.23' LT (CENTER OF SYMBOLS)WHITE THERMOPLASTICLEFT TURN & "ONLY" SYMBOLS4.00' 1 1 . 0 0 ' 1 1 . 0 0 ' STA 17+81.07, 2.35' LT8" WHITE THERMOPLASTIC PC STA 17+81.15, 6.35' LT8" WHITE THERMOPLASTIC PCR2.00' RIGHT LANE MUST TURNRIGHT S T A 2 1 + 3 4 . 3 3 , 1 . 4 0 ' L T ( C E N T E R O F S Y M B O L S ) W H I T E T H E R M O P L A S T I C L E F T T U R N A N D " O N L Y " S Y M B O L S STA 17+16.22, 50.00' LTINSTALL NEW(2) D3-1-2 "NELSON ROAD" (30" x 9")(2) D3-1-4 "PRINCE LANE" (30" x 9")(1) R1-1 (30" x 30")PrinceLnNelsonRdNelsonRdPrinceLnSTA 17+80.46, 7.64' RTBEGIN 4" DOUBLE YELLOW EPOXY 45:1 TAPER45:1 TAPER45:1 TAPER 4 5 : 1 T A P E R 1 2 : 1 T A P E R VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\T-2.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S I G N A G E A N D S T R I P I N G P L A N S T A 1 2 + 0 0 T O 2 3 + 2 5 - - - - T - 2 C P K C P K M E E 0 1 / 2 0 1 9 1 COB Reveiw 5/17/19 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N N E L S O N R O A D PRINCE LANE MATCH LINESEE SHEET T-1 MATCH LINE THIS SHEET MATCH LINETHIS SHEET N E L S O N R O A D 2 4 " Y E L L O W T H E R M O P L A S T I C 3 0 ° A N D 5 0 ' S P A C I N G ( T Y P . ) 4 5 : 1 T A P E R 45:1 TAPER 2 4 " W H I T E T H E R M O P L A S T I C C H E V R O N A T 5 0 ' S P A C I N G ( T Y P . ) 1 0 . 0 0 ' 2 4 " W H I T E T H E R M O P L A S T I C C H E V R O N A T 5 0 ' S P A C I N G ( T Y P . ) 4 5 : 1 T A P E R R 1 . 6 7 ' PRINCE LANE6.61' 1 2 . 9 0 ' 3 2 . 5 3 ' 2 0 2 0 4 0 1 0 0 I N F E E T H O R Z . S C A L E R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 /////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /////////////////////////////////////// O H P O H P O H P O H P BTBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T 1358+001359+00 1360+00 1361+00 1362+00 1363+00 STA 1358+94.58, 5.47' LTBEGIN NEW 4" DOUBLE YELLOW &REMOVAL OF EXISTING MARKINGSSTA 1359+08.54, 6.53' RTBEGIN NEW 4" DOUBLE YELLOW &REMOVAL OF EXISTING MARKINGS S T A 1 3 6 1 + 2 4 . 5 4 , 5 . 4 7 ' L T 4 " D O U B L E Y E L L O W M E R G E S T A 1 3 6 1 + 3 6 . 5 4 , 0 . 7 0 ' R T ( C E N T E R O F S Y M B O L S ) N E W W H I T E E P O X Y P A I N T L E F T T U R N A N D " O N L Y S Y M B O L S ) S T A 1 3 6 1 + 2 4 . 5 4 , 3 1 . 7 9 ' R T I N S T A L L N E W ( 1 ) R 3 - 8 - L O + T O ( 3 6 " x 3 0 " ) S T A 1 3 6 1 + 2 4 . 5 4 , 6 . 5 3 ' R T B E G I N N E W 8 " W H I T E E P O X Y P A I N T O N L Y O N L Y /////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// ////////////////////////////////////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPO H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P BTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T 1363+001364+00 1365+00 1366+00 1367+00 1368+00 STA 1363+93.96, 0.70' RT (CENTER OF SY M B O L S ) REMOVE EXISTING WHITE LEFT TURN AN D " O N L Y S Y M B O L S ) S T A 1 3 6 4 + 8 4 . 5 4 , 0 . 7 0 ' R T ( C E N T E R O F S Y M B O L S ) N E W W H I T E E P O X Y P A I N T L E F T T U R N A N D " O N L Y S Y M B O L S ) S T A 1 3 6 8 + 0 2 . 0 5 , 1 7 . 4 7 ' L T P C 4 " W H I T E E P O X Y P A I N T B E G I N R E M O V A L O F E X I S T I N G 4 " W H I T E P A V E M E N T M A R K I N G S STA 1363+81.96, 6.53' RTBEGIN REMOVAL OF EXISTING8" WHITE PAVEMENT MARKINGVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\T-3_FRONTAGE_RD.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A F R O N T A G E R O A D S I G N A G E A N D S T R I P I N G P L A N S T A 1 3 5 8 + 0 0 T O 1 3 7 3 + 0 0 - - - - T - 3 C P K C P K M E E 0 1 / 2 0 1 9 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N F R O N T A G E R O A D 2 0 : 1 T A P E R N E W 2 4 " Y E L L O W E P O X Y P A I N T D I A G O N A L C R O S S H A T C H M A R K I N G S A T 3 0 ° A N D 5 0 ' S P A C I N G ( T Y P . ) 2 0 2 0 4 0 1 0 0 I N F E E T H O R Z . S C A L E MATCH LINE THIS SHEET MATCH LINETHIS SHEET MATCH LINE SEE SHEET T-4 1 . A L L S T R I P I N G O N F R O N T A G E R O A D S H A L L B E E P O X Y P A I N T . G E N E R A L N O T E S : FRONTAGE RO A D R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 ////////////////////////////// / / / / / / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / /// ///////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// ////// /// /// /// /// /// /// // / /// // / /// /// // / OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OH P OH P OH P OH P OH P OH P OH P OHP BTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T BT BT BT BT BT GA S GA S GA S GA S GAS GAS BP BP BCTV UTIL UTILUTILUTILUTILUTILUTILUTILUTILUTIL U T I L U T I L U T I L 3UTILUTILUTILUTILUTI L U T I L U T I L U T I L 2 2 2 1368+001369+00 1370+00 1371+00 1372+00 1373+00 C L P I : 1 3 7 0 + 6 6 . 5 7 STA 1368+02.05, 17.47' LTPC 4" WHITE EPOXY PAINTBEGIN REMOVAL OF EXISTING4" WHITE PAVEMENT MARKINGS STA 1368+96.50, 55.95' LTBEGIN 8" WHITETHERMOPLASTICSTA 1368+90.54, 44.37' LTPCC 4" WHITE EPOXY PAINT STA 1369+01.83, 55.61' LTEND 4" WHITE EPOXY PAI N T STA 1369+02.12, 65.95' LTBEGIN 8" WHITETHERMOPLASTIC S T A 1 3 6 9 + 7 6 . 3 8 , 6 5 . 9 5 ' L T E N D 8 " W H I T E T H E R M O P L A S T I C S T A 1 3 6 9 + 7 9 . 3 9 , 5 5 . 6 1 ' L T B E G I N 4 " W H I T E E P O X Y P A I N T S T A 1 3 7 0 + 1 7 . 1 4 , 3 8 . 8 6 ' L T P T 4 " W H I T E E P O X Y P A I N T R159.00'R41.50'STA 1368+98.23, 72.17' LTREMOVE & RESET EXISTINGSTOP SIGN PLUS REMOVE& SALVAGE STREET NAMESIGN ASSEMBLYNelsonRdFrontageRd N e l s o n R d R 5 4 . 0 0 ' R E M O V E E X I S T I N G P A V E M E N T M A R K I N G S S T A 1 3 7 1 + 1 7 . 7 2 , 5 . 1 0 ' L T E N D N E W 4 " D O U B L E Y E L L O W E P O X Y P A I N T S T A 1 3 7 1 + 1 6 . 1 9 , 6 . 8 9 ' R T E N D N E W 4 " D O U B L E Y E L L O W E P O X Y P A I N T S T A 1 3 7 0 + 3 1 . 3 8 , 0 . 2 2 ' R T P C 4 " D O U B L E Y E L L O W E P O X Y P A I N T S T A 1 3 7 0 + 3 1 . 8 6 , 5 . 7 5 ' L T P T 4 " D O U B L E Y E L L O W E P O X Y P A I N T R 3 . 0 0 ' R 6 0 0 . 0 0 ' R E M O V E E X I S T I N G 4 " D O U B L E Y E L L O W P A V E M E N T M A R K I N G S T O E N D O F N E W E P O X Y P A I N T L I M I T S S T A 1 3 6 9 + 8 6 . 0 6 , 5 5 . 9 4 ' L T E N D 8 " W H I T E T H E R M O P L A S T I C S T A 1 3 7 1 + 3 1 . 8 0 , 3 0 . 6 2 ' L T R E M O V E E X I S T I N G R I G H T T U R N A R R O W & O N L Y S Y M B O L M A R K I N G S INSTALL NEW OH D3-1- 1 "FRONTAGE RD" (42" x 1 2 " ) I N S T A L L N E W O H D 3 - 1 - 2 " N E L S O N R O A D " ( 4 2 " x 1 2 " ) INSTALL NEW OH D3-1-2"NELSON ROAD" (42" x 12")VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\T-3_FRONTAGE_RD.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A F R O N T A G E R O A D S I G N A G E A N D S T R I P I N G P L A N S T A 1 3 6 8 + 0 0 T O 1 3 7 3 + 0 0 - - - - T - 4 C P K C P K M E E 0 1 / 2 0 1 9 1MONTANA DEPARTMENT OF TRANSPORTATION REVIEW08/01/2019TEE T H O M A S E . E A S T W O O D 1 4 7 6 9 P E 0 8 / 1 4 / 2 0 1 9 2MONTANA RAIL LINK COORDINATION08/14/2019TEE B O Z E M A N 2 0 2 0 4 0 1 0 0 I N F E E T H O R Z . S C A L E MATCH LINESEE SHEET T-3 1 . A L L S T R I P I N G O N F R O N T A G E R O A D S H A L L B E E P O X Y P A I N T . G E N E R A L N O T E S : F R O N T A G E R O A D N E L S O N R O A D A B : W O R K I N C L U D E D I N I M P R O V E M E N T S A G R E E M E N T . R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 IRRIGIRRIGIRRIG IRRIGIRRIGIRRIG 8+009+00 -0+500+001+00 STA 0+50.00, 20.75' LTINSTALL NEW(2) D3-1-2 "NELSON ROAD" (30" x 9")(2) D3-1-3 "ROYAL WOLF WAY" (42" x 12")(1) R1-1 (30" x 30")R o y a l W o l f W a y NelsonRdNelsonRdRoyalWolfWaySTA 0+37.00, 18.31' LTINSTALL NEW 8" WHITETHERMOPLASTICSTA 0+37.00, 18.30' RTINSTALL NEW 8" WHITETHERMOPLASTICSTA 0+45.00, 15.79' RTINSTALL NEW 8" WHITETHERMOPLASTIC STA 0+45.00, 15.80' LTINSTALL NEW 8" WHITETHERMOPLASTICSTA 0+50.00, 15.50' LTINSTALL NEW 24" WHITETHERMOPLASTICSTA 0+50.00, 0.50' RTINSTALL NEW 24" WHITETHERMOPLASTIC STA 0+51.00, 0.00'BEGIN 4" DOUBLEYELLOW EPOXY PAINTSTA 1+26.00, 0.00'END 4" DOUBLEYELLOW EPOXY PAINT I R R I G I R R I G I R R I G I R R I G I R R I G I R R I G 7 + 0 0 8 + 0 0 9 + 0 0 S T A 8 + 1 3 . 4 9 , 0 . 0 0 ' C E N T E R L I N E O F W H I T E T H E R M O P L A S T I C P E D E S T R I A N C R O S S I N G 8 . 0 0 ' 4 . 0 0 ' 4 . 0 0 ' 3 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 3 . 7 5 ' 3 . 7 5 ' S T A 8 + 0 4 . 4 9 , 2 1 . 0 0 ' R T I N S T A L L N E W P O L E M O U N T E D ( 1 ) W 1 1 - 1 5 ( 3 0 " x 3 0 " ) ( 1 ) W 1 6 - 7 p L ( 2 4 " x 1 2 " ) F L U O R E S C E N T Y E L L O W B A C K G R O U N D S T A 8 + 2 2 . 4 9 , 2 1 . 0 0 ' L T I N S T A L L N E W ( 1 ) W 1 1 - 1 5 ( 3 0 " x 3 0 " ) ( 1 ) W 1 6 - 7 p L ( 2 4 " x 1 2 " ) F L U O R E S C E N T Y E L L O W B A C K G R O U N D W H I T E T H E R M O P L A S T I C Y I E L D L I N E A R R O W S ( T Y P ) 7+008+00 17+0018+00 1 9 + 0 0 STA 17+50.99, 21.85' RTINSTALL NEW(2) D3-1-3 "ROYAL WOLF WAY" (42" x 12")(2) D3-1-4 "PRINCE LANE" (30" x 9")R o y a l W o l f W a yRoyalWolfWayPrinceLnPrinceLn STA 18+48.64, 20. 7 5 ' L T INSTALL NEW(2) D3-1-3 "ROYAL W O L F W A Y " ( 4 2 " x 1 2 " ) (2) D3-1-4 "PRINC E L A N E " ( 3 0 " x 9 " ) R o y a l W o l f W a yRoyalWolfW a y Prince LnPrinceLn 2 2 + 0 0 2 3 + 0 0 2 3 + 5 0 S T A 2 3 + 2 9 . 9 1 , 3 . 0 0 ' R T I N S T A L L N E W D E A D E N D B A R R I C A D E P E R C I T Y O F B O Z E M A N S T D D W G N O . 0 9 8 1 0 - 2 S T A 2 2 + 6 0 . 4 7 , 6 4 . 0 0 ' L T I N S T A L L N E W D E A D E N D B A R R I C A D E P E R C I T Y O F B O Z E M A N S T D D W G N O . 0 9 8 1 0 - 2 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\T-5.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S I G N A G E A N D S T R I P I N G P L A N - - - - - - - - T - 5 C P K C P K M E E 0 1 / 2 0 1 9 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N NELSON ROAD 2 0 2 0 4 0 1 0 0 I N F E E T H O R Z . S C A L E ROYAL WOLF W A Y R O Y A L W O L F W A Y ROYAL W O L F W A Y PRINCE LANE R O Y A L W O L F W A Y R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 A B : W O R K I N C L U D E D I N I M P R O V E M E N T S A G R E E M E N T . 1+002+00 STA 1+54.29, 64.00' LTINSTALL NEW DEAD END BARRICADE PERCITY OF BOZEMAN STD DWG NO. 09810-2STA 1+21.28, 3.00' LTINSTALL NEW DEAD END BARRICADE PERCITY OF BOZEMAN STD DWG NO. 09810-2STA 1+50.28, 64.00' RTINSTALL NEW DEAD END BARRICADE PERCITY OF BOZEMAN STD DWG NO. 09810-2 IRRIG IRRIG IRRIGIRRIGIRRIGIRRIG 1 2 + 0 0 1 3 + 0 0 W H I T E T H E R M O P L A S T I C Y I E L D L I N E A R R O W S ( T Y P ) 3 . 7 5 ' 4 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 8 . 0 0 ' 4 . 0 0 ' 3 . 0 0 ' 3 . 7 5 ' S T A 1 2 + 3 2 . 4 1 , 2 1 . 0 0 ' L T I N S T A L L N E W P O L E M O U N T E D ( 1 ) W 1 1 - 1 5 ( 3 0 " x 3 0 " ) ( 1 ) W 1 6 - 7 p L ( 2 4 " x 1 2 " ) F L U O R E S C E N T Y E L L O W B A C K G R O U N D S T A 1 2 + 1 4 . 4 1 , 2 1 . 0 0 ' R T I N S T A L L N E W P O L E M O U N T E D ( 1 ) W 1 1 - 1 5 ( 3 0 " x 3 0 " ) ( 1 ) W 1 6 - 7 p L ( 2 4 " x 1 2 " ) F L U O R E S C E N T Y E L L O W B A C K G R O U N D IRRIG IRRIG IRRIGIRRIGIRRIGIRRIG17+00 18+0020+0021+00STA 20+43.80, 20.75' RTINSTALL NEW(2) D3-1-2 "NELSON ROAD" (30" x 9")(2) D3-1-4 "PRINCE LANE" (30" x 9")(1) R1-1 (30" x 30")PrinceLnNelson RdNelsonRdPrinceLn STA 20+56.80, 18.31' RTINSTALL NEW 8" WHITETHERMOPLASTIC STA 20+56.80, 18.31' LTINSTALL NEW 8" WHITETHERMOPLASTIC STA 20+48.80, 15.80' LTINSTALL NEW 8" WHITETHERMOPLASTICSTA 20+43.79, 15.53' RTINSTALL NEW 24" WHITETHERMOPLASTIC STA 20+43.80, 0.50' LTINSTALL NEW 24" WHITETHERMOPLASTICSTA 20+42.80, 0.00'BEGIN 4" DOUBLEYELLOW EPOXY PAINT STA 19+67.80, 0.00'END 4" DOUBLEYELLOW EPOXY PAINTSTA 20+48.80, 15.80' RTINSTALL NEW 8" WHITETHERMOPLASTICVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\T-6.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E S I G N A G E A N D S T R I P I N G P L A N - - - - - - - - T - 6 C P K C P K M E E 0 1 / 2 0 1 9 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 2 0 2 0 4 0 1 0 0 I N F E E T H O R Z . S C A L E PRINCE LANE P R I N C E L A N E PRINCE LANE NELSON ROAD R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 AB: WORK INCL U D E D I N IMPROVEMENT S A G R E E M E N T . AB: WORK I N C L U D E D I N IMPROVEME N T S A G R E E M E N T . IRRIGIRRIG IRRIGIRRIG 8S 8S 8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 8S 8S 8S 8S FMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W16W16W H Y D HY D HYD H Y D HYDHYDWS WS WS WS WS WS BO / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////// PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETROGASGASGASGASGASGASGASGAS G A S BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT GAS GAS GAS /// /// / / / ////// L O T 6 2 . 5 9 a c s . LIFT STATION TRACT0.08 acs. L O T 4 2 . 5 9 a c s . L O T 3 2 . 0 4 a c s . L O T 5 2 . 5 6 a c s . S T O R M W A T E R T R A C T 1 0 . 8 0 a c s . S T O R M W A T E R T R A C T 2 0 . 6 8 a c s . LOT 22.83 acs.PETROPETROPETROPETROPETROPETROPETROPETROPETRO 60.00' N2°00'58"E 1248.28' S0°01'20"W 505.54' S0°01'20"W 504.55' 2 8 . 0 0 ' 2 0 . 0 0 ' 2 8 . 0 0 ' 45.00'45.00'35.00'34.00'35.00'15SD15SD15SD15SD15SD15SD 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 1 8 S D 1 8 S D 1 8 S D 1 8 S D 1 8 S D 24SD 24SD 24SD 24SD 24SD 24SD 24SD24SD24SD24SD24SD24SD24SD18SD24SD24SD24SD24SD24SD 15SD 15SD 15SD 15SD D D 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD D D D D DD D D D 1 5 S D 1 5 S D D D 2 4 " R C P F E S I N V O U T = 4 5 8 5 . 1 7 N E L S O N R O A D D R A I N A G E B A S I N S U R F A C E R E T E N T I O N P O N D # 2 M A X W A T E R S U R F A C E E L E V = 4 5 8 6 . 6 0 P O N D B O T T O M E L E V = 4 5 8 5 . 1 0 S I D E S L O P E S @ 4 : 1 S T O R A G E V O L U M E = 1 4 , 8 2 1 . 5 5 C F INSTALL NEW 60" Ø STANDARD STRAIGHTSTORM DRAIN MH #SDMH-18SEE ROAD SHEETSINSTALL NEW STORM DRAIN PIPE SDP-RW-18±34.0744 LF (±37 LF BID QTY)24" HP STORM @ ±0.20% SLOPECONNECT 24" HP STORM TO24" RCP FES WITH MARMAC COUPLER24" HP STORM INV = 4584.3224" RCP FES INV OUT = 4584.31 I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 0 5 S E E R O A D S H E E T S I N S T A L L N E W 4 8 " Ø C O M B I N A T I O N S T O R M D R A I N M H & I N L E T # S D I - N R - 0 8 S E E R O A D S H E E T S I N S T A L L N E W S T O R M D R A I N P I P E S D P - N R - 1 8 ± 3 2 . 6 7 6 7 L F ( ± 3 5 L F B I D Q T Y ) 2 4 " H P S T O R M @ ± 0 . 2 0 % S L O P E C O N N E C T 2 4 " H P S T O R M T O 2 4 " R C P F E S W I T H M A R M A C C O U P L E R 2 4 " H P S T O R M I N V = 4 5 8 5 . 1 8 3 0 . 0 0 ' W I D E S T O R M D R A I N E A S E M E N T P R O P E R T Y L I N E ( T Y P . ) 9 1 . 4 8 ' 2 0 0 . 0 0 ' 7 5 . 0 0 ' 8 3 . 1 1 ' 4 5 9 5 4590 4 5 9 0 4595 ± 1 0 ' W I D E G R O U T E D R I P R A P C H A N N E L S I D E S L O P E S = 4 : 1 S L O P E = 2 % 4 ' W I D E G R O U T E D R I P R A P C H A N N E L S I D E S L O P E S = 4 : 1 S L O P E = 2 % R O Y A L W O L F W A Y & P R I N C E L A N E D R A I N A G E B A S I N S U R F A C E R E T E N T I O N P O N D # 1 M A X W A T E R S U R F A C E E L E V = 4 5 8 5 . 8 0 P O N D B O T T O M E L E V = 4 5 8 4 . 3 0 S I D E S L O P E S @ 4 : 1 S T O R A G E V O L U M E = 2 4 , 9 8 9 . 0 0 C F 5 6 . 9 4 ' 1 0 1 . 8 3 ' 9 0 . 0 0 ' SEE SHEET R-15 FORSTORMDRAIN DETAILS S E E S H E E T R - 1 5 F O R S T O R M D R A I N D E T A I L S 6 . 0 0 ' 1 6 . 5 0 ' I N S T A L L 5 2 0 L . F . O F 1 2 ' W I D E A L L - W E A T H E R G R A V E L A C C E S S R O A D S E E D E T A I L 3 O N D - 1 I N S T A L L 5 3 7 L . F . O F 1 2 ' W I D E A L L - W E A T H E R G R A V E L A C C E S S R O A D S E E D E T A I L 3 O N D - 1 INSTALL 325 L.F. OF 12'WIDE ALL-WEATHERGRAVEL ACCESS ROADSEE DETAIL 3 ON D-1 I N S T A L L 1 2 ' W I D E A R M O R F L E X C O N C R E T E B L O C K C L A S S 5 0 O P E N C E L L ( B Y C O N T E C H ) P E R M A N U F A C T U R E R ' S R E Q U I R E M E N T S S E E D E T A I L 7 O N D - 1 INSTALL 12' WIDE ARMORFLEX CONCRETEBLOCK CLASS 50 OPEN CELL (BY CONTECH)PER MANUFACTURER'S REQUIREMENTSSEE DETAIL 7 ON D-1 I N S T A L L N E W 4 8 " Ø S T A N D A R D S T R A I G H T S T O R M D R A I N M H # S D M H - 0 9 W I T H E J I W 3 7 7 1 / 3 7 7 2 S E R I E S F R A M E & C O V E R O R D & L A - 1 1 7 2 F R A M E & A - 1 1 7 8 C O V E R C O V E R R I M = 4 5 9 3 . 8 1 6 4 1 5 " H P S T O R M I N V I N ( E ) = 4 5 8 8 . 5 9 9 1 1 5 " H P S T O R M I N V O U T ( N ) = 4 5 8 8 . 3 9 9 1 S U M P = 4 5 8 7 . 6 4 9 1 I N S T A L L N E W S T O R M D R A I N P I P E S D P - P L - 0 8 ± 2 9 0 . 2 8 2 7 L F ( ± 2 9 4 L F B I D Q T Y ) 1 5 " H P S T O R M @ ± 0 . 6 2 2 4 % S L O P E I N S T A L L N E W S T O R M D R A I N P I P E S D P - P L - 0 9 ± 2 5 8 . 7 1 2 2 L F ( ± 2 6 3 L F B I D Q T Y ) 1 5 " H P S T O R M @ ± 0 . 6 2 2 4 % S L O P E VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\ST-1.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A S T O R M D R A I N P L A N S T - 1 C P K C P K M E E 0 2 / 2 0 1 9 1 COB Review 5/17/19 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N Xref .\XREF-MEE-Stamp.dwg 5 0 5 0 1 0 0 2 5 0 I N F E E T H O R Z . S C A L E P R I N C E L A N E ROYAL WOLF WAY NELSON ROAD CATTAIL CR E E K R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 1RECORD DRAWINGSCJF12/19/2019 A B : W O R K I N C L U D E D I N I M P R O V E M E N T S A G R E E M E N T . 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 16W16W16W16W16W16W16W16W 8W 8W 8W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W HYDHYD H Y D H Y D 6W W S W S 6W WS6W WS6W WS6W WS 6W 6W W S //////////////////////////////////////////////// OH P OH P BT P E T R O P E T R O BTBTBTBT BTBTBTBTGASGAS0.75 acs.LOT 120.72 acs. L O T 1 3 0 . 7 0 a c s . LOT 201.43 acs.LOT 211.34 acs. L O T 2 5 1 . 7 8 a c s . L O T 1 4 2 . 0 4 a c s . L O T 1 9 1 . 2 7 a c s . L O T 2 4 2 . 4 1 a c s . PETR O PETR O UCD UCD UCD I R R I G U C D I R R I G IRRIGIRRIG UCD UCD UCD 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S 8S 8S 8S 8S 8S 8 S FMFMFMFMFMFMFMFM 8 S 8 S 8 S 15SD15SD15SD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D D 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+0 0 12+00 13+00 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 16W16W16W16W16W16W16W16W 8W 8W 8W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W HYDHYD H Y D H Y D 6W W S W S 6W WS6W WS6W WS6W WS 6W 6W W S STA 4+09.7 - 11.00' LTNEW 8 X 6 TEEFH ASS'Y 21.0' LTNEW 8" GATE VALVE STA 4+05.0 - 11.0'LT S T A 5 + 0 0 . 5 - 1 1 . 3 ' L T NEW 8 " 2 2 . 5 D E G H O R I Z . B E N D S T A 6 + 4 3 . 2 - 1 1 . 0 ' L T N E W 8 " 2 2 . 5 D E G H O R I Z . B E N D N E W 8 " G A T E V A L V E S T A 9 + 3 3 . 5 - 1 1 . 1 ' L T S T A 9 + 3 8 . 4 - 1 1 . 0 ' L T N E W 8 X 6 T E E F H A S S ' Y 2 1 . 0 ' L T STA 8+57.7 - 12.0' LTNEW 16 X 8 TEENEW 8" GATE VALVE STA 0+62.7 - 11.0'LT 1 STA 3 + 9 5 . 2 - 1 1 . 0 ' L T INS T A L L N E W 4 " F I R E S E R V I C E AN D 2 " D O M E S T I C W A T E R S E R V I C E 1 STA 1+15.2 - 11.0' LTINSTALL NEW 4" FIRE SERVICEAND 2" DOMESTIC WATER SERVICE 1 STA 2+21.3 - 11.0' LTINSTALL NEW 6" FIRE SERVICEAND 4" DOMESTIC WATER SERVICE1STA 2+57.4 - 11.0' LTINSTALL NEW 4" FIRE SERVICEAND 2" DOMESTIC WATER SERVICE 1 S T A 5 + 4 4 . 0 - 0 . 6 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 6 + 1 7 . 3 - 4 . 9 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 8 + 8 1 . 9 - 1 1 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 1 0 + 6 7 . 1 - 1 1 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 1 0 + 2 7 . 9 - 1 1 . 1 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E STA 0+75.7 - 11.0' LTNEW 8 X 6 TEEFH ASS'Y 21.0' LT N E W 8 " G A T E V A L V E S T A 6 + 3 3 . 4 - 8 . 7 ' L T 4575 4580 4585 4590 4595 4600 4605 4610 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 -0+500+000+501+001+502+002+503+003+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 EG CL-4604.79EG CL-4605.67EG CL-4605.94EG CL-4605.42EG CL-4605.24EG CL-4605.27EG CL-4605.15EG CL-4605.31EG CL-4605.63EG CL-4605.39EG CL-4604.91EG CL-4604.38EG CL-4603.88EG CL-4603.41EG CL-4602.81EG CL-4602.62EG CL-4602.62EG CL-4602.65 EG CL-4602.82 EG CL-4602.95 EG CL-4603.17 EG CL-4603.50 EG CL-4603.91 EG CL-4603.94 EG CL-4603.43 EG CL-4602.18 EG CL-4601.12 EG CL-4600.19 EG CL-4599.22 EG CL-4598.13 EG CL-4597.23 EG CL-4596.28 EG CL-4593.84 EG CL-4595.35 EG CL-4595.18 EG CL-4595.64 EG CL-4596.11 EG CL-4596.61 EG CL-4597.17 EG CL-4597.64 EG CL-4597.88 EG CL-4598.11 EG CL-4598.19 EG CL-4598.15 EG CL-4598.13 EG CL-4598.07 EG CL-4598.00 EG CL-4597.90 EG CL-4597.82 EG CL-4597.74 EG CL-4597.76 FG CL-FG CL-4606.22FG CL-4606.49FG CL-4605.77FG CL-4605.29FG CL-4604.90FG CL-4604.62FG CL-4604.44FG CL-4604.28FG CL-4604.12FG CL-4603.95FG CL-4603.79FG CL-4603.63FG CL-4603.47FG CL-4603.30FG CL-4603.14FG CL-4602.98FG CL-4602.82 FG CL-4602.65 FG CL-4602.49 FG CL-4602.33 FG CL-4602.17 FG CL-4602.00 FG CL-4601.84 FG CL-4601.68 FG CL-4601.52 FG CL-4601.35 FG CL-4601.19 FG CL-4601.03 FG CL-4600.87 FG CL-4600.70 FG CL-4600.54 FG CL-4600.38 FG CL-4600.22 FG CL-4600.05 FG CL-4599.89 FG CL-4599.73 FG CL-4599.57 FG CL-4599.40 FG CL-4599.24 FG CL-4599.08 FG CL-4598.92 FG CL-4598.75 FG CL-4598.59 FG CL-4598.43 FG CL-4598.30 FG CL-4598.18 FG CL-4598.30 FG CL-4598.43 FG CL-4598.59 FG CL-4598.75 INV-INV-INV-INV-4598.59INV-4598.19INV-4597.86INV-4597.57INV-4597.28INV-4596.96INV-4596.64INV-4596.33INV-4596.01INV-4595.69INV-4595.44INV-4595.22INV-4594.99INV-4594.77INV-4594.54 INV-4594.39 INV-4594.43 INV-4594.43 INV-4594.44 INV-4594.45 INV-4594.33 INV-4594.22 INV-4594.12 INV-4594.01 INV-4593.91 INV-4593.23 INV-4591.27 INV-4589.31 INV-4587.75 INV-4587.76 INV-4587.76 INV-4588.64 INV-4589.55 INV-4590.46 INV-4591.37 INV-4591.64 INV-4591.65 INV-4591.54 INV-4591.39 INV-4591.24 INV-4591.09 INV-4590.84 INV-4590.67 INV-4590.65 INV-4590.77 INV-4590.91 INV-4591.05 INV-4591.19 S T A 9 + 3 3 . 4 7 8 " G A T E V A L V E I N V = 4 5 9 1 . 6 5 S T A 9 + 3 8 . 4 4 8 X 6 T E E I N V = 4 5 9 1 . 6 1 PROPOSED FGCL PROFILE E X I S T I N G G R A D E C L P R O F I L E STA 8+57.6516 X 8 TEEINV= 4598.44STA 0+62.748" GATE VALVEINV= 4597.99 STA 4+05.00 8" GATE VALVE INV= 4594.43 S T A 4 + 0 9 . 7 1 8 X 6 T E E I N V = 4 5 9 4 . 4 3 STA 5+00.46 8" 22.5 DEG HORIZ. BEND INV= 4594.43 S T A 6 + 4 3 . 1 8 8 " 2 2 . 5 D E G H O R I Z . B E N D I N V = 4 5 9 3 . 7 4 S T A 1 3 + 1 1 . 4 3 8 " G A T E V A L V E I N V = 4 5 9 1 . 8 1 INV= 4594.43AND 4" DOMESTIC WATER SERVICESTA 3+95.18INSTALL NEW 6" FIRE SERVICE INV= 4591.07 AND 4" DOMESTIC WATER SERVICE STA 10+27.90 INSTALL NEW 6" FIRE SERVICE INV= 4590.68 AND 4" DOMESTIC WATER SERVICE STA 10+67.08 INSTALL NEW 6" FIRE SERVICE INV= 4597.41AND 4" DOMESTIC WATER SERVICESTA 1+15.24INSTALL NEW 6" FIRE SERVICEINV= 4596.15AND 4" DOMESTIC WATER SERVICESTA 2+21.30INSTALL NEW 6" FIRE SERVICEINV= 4595.60AND 4" DOMESTIC WATER SERVICESTA 2+57.37INSTALL NEW 6" FIRE SERVICE INV= 4591.62 AND 4" DOMESTIC WATER SERVICE STA 8+81.88 INSTALL NEW 6" FIRE SERVICE INV= 4594.26 AND 4" DOMESTIC WATER SERVICE STA 5+44.01 INSTALL NEW 6" FIRE SERVICE INV= 4593.95 AND 4" DOMESTIC WATER SERVICE STA 6+17.33 INSTALL NEW 6" FIRE SERVICE 1 8 " M I N C L E A R A N C E 7.5' DEPTHBURY ELEV = 4605.458.0' DEPTHBURY ELEV = 4602.60 7 . 5 ' D E P T H B U R Y E L E V = 4 5 9 9 . 1 5 4 D - 2 S T O R M D R A I N C R O S S I N G M I N . 1 8 " S T O R M D R A I N C R O S S I N G M I N . 1 8 " M I N . 6 . 5 ' C O V E R ( T Y P . ) S T A 6 + 3 3 . 4 4 8 " G A T E V A L V E I N V = 4 5 9 3 . 8 8 W A T E R M A I N C A S I N G 3 6 F T A L O N G P I P E S T A 7 + 3 0 - 7 + 6 6 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\WATER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y W A T E R I M P R O V E M E N T S S T A 0 + 0 0 T O 1 2 + 0 0 W - 1 C P K C P K M E E 0 2 / 2 0 1 9 1 CITY REVIEW05/17/2019 CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 3FIXED WATER/STORM CONFLICTS08/21/2019 CPK 2 CITY REVIEW #2 06/05/2019 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 ROYAL WOLF WAY MAT C H L I N E SEE S H E E T W - 2 R O Y A L W O L F W A Y I N S T A L L 1 1 9 3 L F 8 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G F I R E A N D D O M E S T I C W A T E R S E R V I C E S : 1 . 1 - I N S T A L L F I R E S E R V I C E A N D D O M E S T I C W A T E R S E R V I C E I N S A M E T R E N C H S P A C E D 5 ' A P A R T , C E N T E R T O C E N T E R . 1 . 2 - I N S T A L L G A T E V A L V E S O N P R O P E R T Y L I N E A S R E Q U I R E D B Y C O B . S T D . D W G N O . 0 2 6 6 0 - 1 2 . 1 . 3 - I N S T A L L E N D C A P S 8 F T B E Y O N D T H E P R O P E R T Y L I N E ( 3 8 F T O F F S E T F R O M C L ) U N L E S S O T H E R W I S E N O T E D O N P L A N S . 1 K E Y N O T E S NELSON ROAD C A T T A I L C R E E K T R A C E R W I R E : I N S T A L L T R A C E R W I R E A L O N G W A T E R M A I N I N A L L L O C A T I O N S B E T W E E N V A L V E S T H A T C O N T A I N H O R I Z O N T A L B E N D S . C O O R D I N A T E W I T H C I T Y O F B O Z E M A N W A T E R D E P A R T M E N T F O R C U R R E N T I N S T A L L A T I O N R E Q U I R E M E N T S . 2 2 2 4589.89 4589.72 4589.17 4589.57 4589.27 4589.37 4590.91 I N S T A L L I N S U L A T I O N B E T W E E N E A C H W A T E R S E R V I C E A N D S T O R M D R A I N M A I N . M I N 2 " T H I C K R I G I D B O A R D . 3 3 A B : I N S U L A T I O N I N S T A L L E D A B O V E S E R V I C E R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 4RECORD DRAWINGSCJF12/19/2019 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 16W 16W 16W 16W 16W 8W8W8W8W8W8W8W8W8W 1 6 W 1 6 W 1 6 W H Y D H Y D H Y D H YD 6 W W S 6W WS W S 6W 8W6WWS 8W 8W 8W 8W 8W 8W BO OHPOHPOHP BTBTBTPETROPETROPETROPETROPETROPETROPETROPETROPETRO P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O G A S G A S G A S G A S G A S G A S G A S L I F T S T A T I O N T R A C T 0 . 0 8 a c s . LOT 180.95 acs.LOT 170.97 acs.LOT 265.56 acs. LOT 2 2.83 acs. PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PETRO PETRO PETROPETROPETROPETROPETRO U C D U C D U C D U C D U C D U C D U C D U C D U C D UCDUCDUCD 8S 8S 8S 8S 8S 8S8S8S8S8S8S8S8S8S8S8S 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 F M F M F M F M F M 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 15SD15SD 1 5 S D 1 5 S D 1 8 S D 1 8 S D 15SD 15SD 15SD 15SD 15SD 15SD 15SD 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D D D D D D11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 16W 16W 16W 16W 16W 8W8W8W8W8W8W8W8W8W 1 6 W 1 6 W 1 6 W H Y D H Y D H Y D H YD 6 W W S 6W WS W S 6W 8W6WWS 8W 8W 8W 8W 8W 8W BO NEW 8" GATE VALVE STA 13+11.4 - 5.1'LTSTA 13+16.4 - 5.0' LTNEW 8 X 6 TEEFH ASS'Y 21.0' RT STA 14+54.9 - 12.4' LTNEW 8" 22.5 DEG HORIZ. BEND STA 1 5 + 1 3 . 2 - 1 2 . 6 ' L T NEW 8 " 2 2 . 5 D E G H O R I Z . B E N D N E W 8 " G A T E V A L V E A N D 1 1 . 2 5 ° H O R I Z . B E N D S T A 1 7 + 7 1 . 0 - 1 1 . 0 ' L T N E W 8 " G A T E V A L V E A N D 1 1 . 2 5 ° H O R I Z . B E N D S T A 1 8 + 3 1 . 5 - 1 1 . 0 ' L T 1 STA 12+30.6 - 7.0' LTINSTALL NEW 4" FIRE SERVICEAND 2" DOMESTIC WATER SERVICE 1 STA 14+ 7 8 . 6 - 1 0 . 3 ' L T INSTALL N E W 4 " F I R E S E R V I C E AND 2" D O M E S T I C W A T E R S E R V I C E 1 S T A 2 0 + 7 4 . 7 - 1 1 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 2 1 + 3 4 . 7 - 1 1 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E N E W 8 " G A T E V A L V E S T A 2 2 + 0 9 . 9 - 1 1 . 0 ' L T S T A 1 8 + 1 3 . 5 - 1 2 . 9 ' L T P R I N C E S T A 7 + 2 8 . 0 N E W 1 6 X 8 C R O S S S T A 1 7 + 9 6 . 6 - 1 5 . 9 ' L T N E W 8 " 2 2 . 5 D E G . H O R I Z . B E N D E N D C A P 8 8 . 0 0 ' L T S T A 2 2 + 1 4 . 9 - 1 1 . 0 ' L T N E W 8 X 6 T E E F H A S S ' Y 2 1 . 0 ' R T S T A 2 3 + 3 2 . 2 - 1 1 . 0 ' L T 8 " E N D C A P A N D B L O W O F F S T A 1 6 + 0 5 . 7 - 1 1 . 0 0 ' L T D E F L E C T P I P E J O I N T S 100.00'YELLOWSTONE PIPELINEBUILDING SETBACK45704575458045854590459546004605 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 12+0012+5013+0013+5014+0014+5015+0015 + 5 0 1 6 + 0 0 1 6 + 5 0 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 2 2 + 0 0 2 2 + 5 0 2 3 + 0 0 2 3 + 5 0 EG CL-4597.76EG CL-4597.87EG CL-4597.90EG CL-4597.97EG CL-4598.25EG CL-4598.56EG CL-4598.71EG CL-4598.93EG CL-4599.07EG CL-4598.99EG CL-4598.81EG CL-4598.78EG CL-4598.44EG CL-4598.11EG CL-4597.75 EG CL-4597.47 EG CL-4597.09 EG CL-4596.69 EG CL-4596.41 EG CL-4596.20 EG CL-4595.98 EG CL-4595.75 EG CL-4595.54 EG CL-4595.34 EG CL-4595.18 EG CL-4595.03 EG CL-4594.81 EG CL-4594.61 EG CL-4594.44 EG CL-4594.23 EG CL-4593.97 EG CL-4593.71 EG CL-4593.43 EG CL-4593.19 EG CL-4593.02 EG CL-4592.85 EG CL-4592.72 EG CL-4592.58 EG CL-4592.48 EG CL-4592.36 EG CL-4592.23 EG CL-4592.09 EG CL-4591.95 EG CL-4591.77 EG CL-4591.42 EG CL-4591.15 EG CL-4590.88 FG CL-4598.75FG CL-4598.92FG CL-4599.08FG CL-4599.24FG CL-4599.38FG CL-4599.43FG CL-4599.40FG CL-4599.27FG CL-4599.09FG CL-4598.90FG CL-4598.71FG CL-4598.53FG CL-4598.34FG CL-4598.15 FG CL-4597.96 FG CL-4597.78 FG CL-4597.59 FG CL-4597.40 FG CL-4597.21 FG CL-4597.03 FG CL-4596.84 FG CL-4596.65 FG CL-4596.46 FG CL-4596.28 FG CL-4596.09 FG CL-4595.90 FG CL-4595.71 FG CL-4595.53 FG CL-4595.34 FG CL-4595.15 FG CL-4594.96 FG CL-4594.78 FG CL-4594.59 FG CL-4594.40 FG CL-4594.21 FG CL-4594.03 FG CL-4593.84 FG CL-4593.65 FG CL-4593.46 FG CL-4593.28 FG CL-4593.09 FG CL-4592.90 FG CL-4592.71 FG CL-4592.53 FG CL-4592.34 FG CL-4592.15 FG CL- INV-4591.19INV-4591.33INV-4591.47INV-4591.61INV-4591.75INV-4591.77INV-4591.64INV-4591.52INV-4591.40INV-4591.27INV-4591.15INV-4590.95INV-4590.74INV-4590.39 INV-4589.88 INV-4589.37 INV-4588.87 INV-4588.75 INV-4588.75 INV-4588.75 INV-4588.75 INV-4588.75 INV-4588.75 INV-4588.71 INV-4588.52 INV-4588.34 INV-4588.14 INV-4587.96 INV-4587.77 INV-4587.58 INV-4587.39 INV-4587.20 INV-4587.02 INV-4586.83 INV-4586.64 INV-4586.45 INV-4586.26 INV-4586.08 INV-4585.89 INV-4585.70 INV-4585.51 INV-4585.32 INV-4585.14 INV-4584.95 INV-4584.76 INV-4584.57 INV- P R O P O S E D F G C L P R O F I L E E X I S T I N G G R A D E C L P R O F I L E M I N . 6 . 5 ' C O V E R ( T Y P . ) STA 13+11.438" GATE VALVEINV= 4591.81 STA 13+16.448 X 6 TEEINV= 4591.81STA 14+54.918" 22.5 DEG HORIZ. BENDINV= 4591.06STA 15+13.238" 22.5 DEG HORIZ. BENDINV= 4590.62 S T A 1 7 + 7 0 . 9 5 8 " G A T E V A L V E A N D 1 1 . 2 5 ° H O R I Z . B E N D I N V = 4 5 8 8 . 7 5 S T A 1 8 + 3 1 . 5 1 8 " G A T E V A L V E I N V = 4 5 8 8 . 2 8 INV= 4590.92AND 4" DOMESTIC WATER SERVICESTA 14+78.63INSTALL NEW 6" FIRE SERVICE INV= 4586.47 AND 4" DOMESTIC WATER SERVICE STA 20+74.70 INSTALL NEW 6" FIRE SERVICE INV= 4586.02 AND 4" DOMESTIC WATER SERVICE STA 21+34.67 INSTALL NEW 6" FIRE SERVICE STA 22+09.89 8" GATE VALVE INV= 4585.45 STA 23+32.22 8" END CAP AND BLOW OFF INV = 4584.52 S T A 2 2 + 1 4 . 8 9 8 X 6 T E E I N V = 4 5 8 5 . 4 1 S T A 1 7 + 9 6 . 5 9 8 " 2 2 . 5 D E G . H O R I Z . B E N D I N V = 4 5 8 8 . 5 6 S T A 1 8 + 1 3 . 5 0 1 6 X 8 C R O S S I N V = 4 5 8 8 . 1 0 S T A 1 8 + 2 4 . 0 7 8 " 1 1 . 2 5 D E G . H O R I Z . B E N D I N V = 4 5 8 8 . 2 9 7 . 5 ' D E P T H B U R Y E L E V = 4 5 9 3 . 0 0 S T O R M D R A I N C R O S S I N G M I N . 1 8 " S T O R M D R A I N C R O S S I N G M I N . 1 8 " 7.5' DEPTHBURY ELEV = 4599.53 A P P R O X I M A T E L O C A T I O N O F 4 " G A S P I P E L I N E C R O S S I N G 1 8 " M I N I M U M V E R T I C A L S E P A R A T I O N C O N T R A C T O R T O F I E L D V E R I F Y STA 16+05.74 DEFLECT PIPE JOINTS INV = 4588.75 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\WATER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y W A T E R I M P R O V E M E N T S S T A 1 2 + 0 0 T O E N D W - 2 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019 CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 3FIXED WATER/STORM CONFILCTS08/21/2019CPK 2 COB REVIEW #2 06/05/2019 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 R O Y A L W O L F W A Y MATCH LINE SEE SHEET W-1 Y E L L O W S T O N E G A S P I P E L I N E S E E S P E C I F I C A T I O N S F O R P H I L I P S 6 6 E N C R O A C H M E N T G U I D E L I N E S PRINCE LAN E R O Y A L W O L F W A Y I N S T A L L 1 1 4 1 L F 8 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G F I R E A N D D O M E S T I C W A T E R S E R V I C E S : 1 . 1 - I N S T A L L F I R E S E R V I C E A N D D O M E S T I C W A T E R S E R V I C E I N S A M E T R E N C H S P A C E D 5 ' A P A R T , C E N T E R T O C E N T E R . 1 . 2 - I N S T A L L G A T E V A L V E S O N P R O P E R T Y L I N E A S R E Q U I R E D B Y C O B . S T D . D W G N O . 0 2 6 6 0 - 1 2 . 1 . 3 - I N S T A L L E N D C A P S 8 F T B E Y O N D T H E P R O P E R T Y L I N E ( 3 8 F T O F F S E T F R O M C L ) U N L E S S O T H E R W I S E N O T E D O N P L A N S . 1 K E Y N O T E S N O R T H W E S T E R N E N E R G Y G A S M A I N P R O P E R T Y L I N E ( T Y P . ) S E R V I C E S E X T E N D E D B E Y O N D S T A N D A R D L O C A T I O N T O A V O I D F U T U R E C O N F L I C T W I T H Y E L L O W S T O N E P I P E L I N E T R A C E R W I R E : I N S T A L L T R A C E R W I R E A L O N G W A T E R M A I N I N A L L L O C A T I O N S B E T W E E N V A L V E S T H A T C O N T A I N H O R I Z O N T A L B E N D S . C O O R D I N A T E W I T H C I T Y O F B O Z E M A N W A T E R D E P A R T M E N T F O R C U R R E N T I N S T A L L A T I O N R E Q U I R E M E N T S . 2 2 2 2 2 STA 12+30.6INSTALL NEW 6" FIRE SERVICEAND 4" DOMESTIC WATER SERVIEINV= 4589.034589.17 4588.134587.60 4588.75 4583.67 4584.37 LT4588.75 4588.75 4588.75 4588.75 4589.534590.574591.404591.574590.914590.254589.58 458488 I N S T A L L I N S U L A T I O N B E T W E E N E A C H W A T E R S E R V I C E A N D S T O R M D R A I N M A I N . M I N 2 " T H I C K R I G I D B O A R D . 3 3 3 3 L T AB: FIRE HYDRANT INSTAL L E D ON LEFT SIDE OF ROAD R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 4RECORD DRAWINGSCJF12/19/2019 AB: INSULATION INS T A L L E D ABOVE SERVICE A B : F I R E H Y D R A N T I N S T A L L E D O N L E F T S I D E O F R O A D A B : I N S U L A T I O N I N S T A L L E D A B O V E S E R V I C E A B : I N S U L A T I O N I N S T A L L E D A B O V E S E R V I C E 8W 8W 16 W 16 W 16 W 16 W 16 W 8 W 8 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D H YD H 8W 6 W W S 8 W 8 W 8 W 8 W 8 W 8 W W S 6W H YD H Y D / / / / / / / / / / / / / / / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// ////// /// /// /// /// /// /// ////////////////// O H P O H P O H P O H P O H P O H P O H P O H P O H P B T B T B T B T B T B T PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO PETRO G A S G A S G A S G A S L O T 1 7 0 . 9 7 a c s . L O T 2 7 4 . 0 1 a c s . P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O UCDUCDUCD UCD UCD UCD UCDUCDUCD 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 8 S 8 S 8 S 8 S 8 S 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 15SD 15SD 15SD 15SD 18SD 18SD 15S D 15S D 24SD 24SD D D D 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6+00 7+00 8+00 9+00 10+00 8W 8W 16 W 16 W 16 W 16 W 16 W 8 W 8 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D H YD H 8W 6 W W S 8 W 8 W 8 W 8 W 8 W 8 W W S 6W H YD H Y D S T A 5 + 0 2 . 1 - 1 1 . 8 ' L T N E W 1 6 " 2 2 . 5 D E G H O R I Z . B E N D S T A 6 + 0 6 . 5 - 1 2 . 9 ' L T N E W 1 6 " 2 2 . 5 D E G H O R I Z . B E N D N E W 1 6 " G A T E V A L V E S T A 7 + 9 1 . 5 - 1 2 . 0 ' L T S T A 7 + 9 6 . 5 - 1 2 . 0 ' L T N E W 1 6 X 6 T E E F H A S S ' Y 2 1 . 0 ' L T 1 S T A 3 + 6 5 . 3 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 3 + 9 1 . 3 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E S T A 1 + 2 5 . 3 - 1 2 . 0 ' L T N E W 1 6 X 6 T E E F H A S S ' Y 2 1 . 0 ' L T N E W 1 6 " G A T E V A L V E S T A 1 + 3 0 . 3 - 1 2 . 0 ' L T N E W 1 6 " G A T E V A L V E S T A 4 + 4 9 . 9 - 1 1 . 5 ' L T S T A 4 + 5 4 . 9 - 1 1 . 4 ' L T N E W 1 6 X 6 T E E F H A S S ' Y 2 1 . 0 ' L T N E W 1 6 " G A T E V A L V E S T A 7 + 1 0 . 8 - 1 2 . 0 ' L T S T A 7 + 2 8 . 0 - 1 2 . 0 ' L T R O Y A L W O L F S T A 1 8 + 1 3 . 5 N E W 1 6 X 8 C R O S S 1 5 . 0 7 ' S T A 1 + 2 0 . 1 - 1 2 . 0 ' L T N E W 1 6 " 4 5 D E G . H O R I Z . B E N D S T A 1 + 1 5 . 0 - 1 7 . 0 ' L T N E W 1 6 " 4 5 D E G . H O R I Z . B E N D 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 - 0 + 5 0 0 + 0 0 0 + 5 0 1 + 0 0 1 + 5 0 2 + 0 0 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 EG CL-4600.29 EG CL-4600.55 EG CL-4600.87 EG CL-4601.15 EG CL-4600.75 EG CL-4600.14 EG CL-4599.85 EG CL-4599.31 EG CL-4598.74 EG CL-4598.69 EG CL-4598.50 EG CL-4598.20 EG CL-4597.90 EG CL-4597.59 EG CL-4597.31 EG CL-4597.07 EG CL-4596.87 EG CL-4596.64 EG CL-4596.38 EG CL-4596.11 EG CL-4595.83 EG CL-4595.53 EG CL-4595.42 EG CL-4595.40 EG CL-4595.50 EG CL-4595.72 EG CL-4595.99 EG CL-4596.12 EG CL-4596.14 EG CL-4595.98 EG CL-4595.65 EG CL-4595.38 EG CL-4595.06 EG CL-4594.70 EG CL-4594.27 EG CL-4593.78 EG CL-4593.31 FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL-4599.84 FG CL-4599.73 FG CL-4599.60 FG CL-4599.48 FG CL-4599.35 FG CL-4599.23 FG CL-4599.10 FG CL-4598.98 FG CL-4598.85 FG CL-4598.73 FG CL-4598.60 FG CL-4598.48 FG CL-4598.35 FG CL-4598.23 FG CL-4598.10 FG CL-4597.98 FG CL-4597.85 FG CL-4597.73 FG CL-4597.60 FG CL-4597.48 FG CL-4597.35 FG CL-4597.23 FG CL-4597.10 FG CL-4596.73 FG CL-4596.35 FG CL-4595.98 FG CL-4595.60 FG CL-4595.23 FG CL-4594.85 FG CL-4594.48 INV- INV- INV- INV- INV- INV- INV- INV-4591.56 INV-4591.44 INV-4591.32 INV-4591.20 INV-4591.08 INV-4590.96 INV-4590.84 INV-4590.72 INV-4590.60 INV-4590.48 INV-4590.35 INV-4590.21 INV-4590.07 INV-4589.97 INV-4589.88 INV-4589.79 INV-4589.67 INV-4589.55 INV-4589.35 INV-4589.03 INV-4588.81 INV-4588.62 INV-4588.44 INV-4588.26 INV-4588.07 INV-4583.02 INV-4583.05 INV-4586.58 INV-4586.33 INV-4586.09 P R O P O S E D F G C L P R O F I L E E X I S T I N G G R A D E C L P R O F I L E STA 5+02.12 16" 22.5 DEG HORIZ. BEND INV= 4589.79 STA 6+06.49 16" 22.5 DEG HORIZ. BEND INV= 4589.27 INV= 4590.40 AND 4" DOMESTIC WATER SERVICE STA 3+65.28 INSTALL NEW 6" FIRE SERVICE S T A 7 + 9 1 . 5 5 8 " G A T E V A L V E I N V = 4 5 8 6 . 8 3 S T A 7 + 9 6 . 5 3 1 6 X 6 T E E I N V = 4 5 8 6 . 6 1 S T A 7 + 1 0 . 7 5 1 6 " G A T E V A L V E I N V = 4 5 8 8 . 1 8 S T A 1 8 + 1 3 . 5 0 1 6 X 8 C R O S S I N V = 4 5 8 8 . 1 0 M I N . 6 . 5 ' C O V E R ( T Y P . ) 7 . 5 ' D E P T H B U R Y E L E V = 4 5 9 9 . 8 5 7 . 5 ' D E P T H B U R Y E L E V = 4 5 9 8 . 2 5 S T A 1 + 2 5 . 2 7 1 6 X 6 T E E I N V = 4 5 9 1 . 5 7 S T A 1 + 3 0 . 2 8 1 6 " G A T E V A L V E I N V = 4 5 9 1 . 5 4 S T A 4 + 4 9 . 9 2 1 6 " G A T E V A L V E I N V = 4 5 8 9 . 9 5 S T A 4 + 5 4 . 8 9 1 6 X 6 T E E I N V = 4 5 8 9 . 9 1 INV= 4590.32 AND 4" DOMESTIC WATER SERVICE STA 3+91.28 INSTALL NEW 6" FIRE SERVICE S T O R M D R A I N C R O S S I N G M I N . 1 8 " 8 . 0 ' D E P T H B U R Y E L E V = 4 5 9 5 . 5 1 S T A 1 + 1 5 . 0 4 1 6 " 4 5 D E G . H O R I Z . B E N D I N V = 4 5 9 1 . 5 7 S T A 1 + 2 0 . 0 8 1 6 " 4 5 D E G . H O R I Z . B E N D I N V = 4 5 9 1 . 5 9 S T A 7 + 3 2 . 1 5 4 5 D E G . V E R T B E N D I N V = 4 5 8 8 . 0 2 STA 7+35.92 45 DEG. VERT BEND INV= 4583.67 STA 7+80.19 45 DEG. VERT BEND INV= 4583.05 S T A 7 + 8 6 . 7 8 2 2 . 5 D E G . V E R T B E N D I N V = 4 5 8 6 . 3 1 16W16W16W16W16W 16W 16W 16WHYDHYD///////////////////// / / / /////////////////////////////////////////////////////////////////////////////////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBTBTBTBTBTBTBT 16W16W16W16W16W 16W 16W 16WHYDHYD0+001+002+003+003+5015.07'STA 0+50.0 - 0.00' LTEND CAP WITH THRUST BLOCK ON PROPERTY LINESTA 0+60.8 - 0.0' LTNEW 16 X 6 TEEFH ASS'Y 6.0' RTNEW 16" GATE VALVE STA 0+65.9 - 0.0'RT0+000+501+001+502+002+503+003+50 EG CL-EG CL-EG CL-EG CL-4596.83EG CL-4597.28EG CL-4597.45EG CL-4597.72EG CL-4597.93EG CL-4598.18EG CL-4598.29EG CL-4598.54EG CL-4598.83EG CL-4599.08EG CL-4599.83EG CL-4599.48FG CL-FG CL-FG CL-FG CL-4597.19FG CL-4597.47FG CL-4597.81FG CL-4598.22FG CL-4598.62FG CL-4599.01FG CL-4599.26FG CL-4599.13FG CL-4599.01FG CL-4599.22FG CL-4599.91FG CL-4599.92INV-INV-INV-4588.68INV-4588.95INV-4589.21INV-4589.48INV-4589.75INV-4590.01INV-4590.28INV-4590.54INV-4590.81INV-4591.08INV-4591.34INV-INV-STA 0+50.2416" END CAP WITH THRUST BLOCKINV = 4588.68 EXISTING GRADECL PROFILEMIN. 6.5' COVER (TYP.)PROPOSED FG CL PROFILE8.0' DEPTHBURY ELEV = 4597.16STA 0+65.8816" GATE VALVEINV= 4588.85STA 0+60.8216 X 6 TEEINV= 4588.80STA 1+15.0416" 45 DEG. HORIZ. BENDINV= 4591.57VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\WATER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E W A T E R I M P R O V E M E N T S S T A 0 + 0 0 T O 8 + 5 0 W - 3 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2.55 5 1 0 2550 5 0 1 0 0 P R I N C E L A N E MATCH LINE SEE SHEET W-4 R O Y A L W O L F W A Y P R I N C E L A N E I N S T A L L 7 4 4 L F 1 6 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G FIRE AND DOMESTIC WATER SERVICES:1.1- INSTALL 6" FIRE SERVICE AND 4" DOMESTICWATER SERVICE IN SAME TRENCH SPACED 5'APART, CENTER TO CENTER.1.2- INSTALL GATE VALVES ON PROPERTY LINEAS REQUIRED BY COB. STD. DWG NO. 02660-12.1.3- INSTALL END CAPS 8FT BEYOND THEPROPERTY LINE (38 FT OFFSET FROM CL)UNLESS OTHERWISE NOTED ON PLANS.1 KEY NOTES25' PUBLIC TRAILEASEMENT30' PUBLIC UTILITYEASEMENT Y E L L O W S T O N E G A S P I P E L I N E S E E S P E C I F I C A T I O N S F O R P H I L I P S 6 6 E N C R O A C H M E N T G U I D E L I N E S R O Y A L W O L F W A T E R M A I N S E E S H E E T W - 2 F R O N T A G E R O A D FRONTAGE ROAD PRINCE LANEPROPERTY LINE (TYP.) Y E L L O W S T O N E G A S P I P E L I N E S E E S P E C I F I C A T I O N S F O R P H I L I P S 6 6 E N C R O A C H M E N T G U I D E L I N E S C O N T R A C T O R T O F I E L D V E R I F Y EXISTING GRAVELDRIVEWAYNORTH WESTFRONTAGE ROADINSTALL 268 LF 16" CLASS 51 D.I. WATER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDING TRACER WIRE:INSTALL TRACER WIRE ALONG WATER MAIN INALL LOCATIONS BETWEEN VALVES THATCONTAIN HORIZONTAL BENDS. COORDINATEWITH CITY OF BOZEMAN WATER DEPARTMENTFOR CURRENT INSTALLATION REQUIREMENTS.2 2 2 S E W E R C R O S S I N G M I N . 1 8 " V E R T I C A L S E P A R A T I O N A B : I N S U L A T I O N W A S I N S T A L L E D I N T H I S L O C A T I O N RECORDDRAWING S 12/19/201 9 2RECORD DRAWINGSCJF12/19/2019 8W 8W 8W 8W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W H Y D HYD H Y D HYD WS6W 6WWS 6WWS WS6W8W8W8W8W8W ///////////////////////////////// PETRO PETRO PETRO PETRO GASGASGASGASGASGASGASGASGASGAS G A S BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBT L O T 7 1 . 1 6 a c s . L O T 8 1 . 1 1 a c s . LOT 162.14 acs. L O T 1 5 2 . 6 7 a c s . PETROPETROPETRO UCD UCDUCDUCDUCDUCD IRRIGIRRIGUCD UCDUCD UCD IRRIGIRRIG 8S 8S 8S 8S 8S 8S 8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S FM FM FM FM FM FM FM FM FM FM FM 8S15SD15SD15SD15SD15SD15SD15SD15SD18SD18SD 24SD 24SD 24SD 24SD 24SD 15SD 15SD 15SD 15SD15SD15SD15SD D DD 15SD 15SD 15SD 15SD 15SD 15SD 15SD D D 1 5 S D 1 5 S D D D 8+009+0010+0011+0012+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 8W 8W 8W 8W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W 16W H Y D HYD H Y D HYD WS6W 6WWS 6WWS WS6W8W8W8W8W8W 1 S T A 1 4 + 3 7 . 0 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 1 4 + 5 3 . 2 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E S T A 1 6 + 1 3 . 0 - 1 2 . 0 ' L T N E W 1 6 X 6 T E E F H A S S ' Y 2 1 . 0 ' L T S T A 2 0 + 1 4 . 8 - 1 2 . 0 ' L T N E W 1 6 X 6 T E E F H A S S ' Y 2 1 . 0 ' L T N E W 1 6 " G A T E V A L V E S T A 2 0 + 1 9 . 8 - 1 2 . 0 ' L T S T A 2 0 + 8 1 . 8 - 1 2 . 0 ' L T N E W 1 6 X 1 6 T E E 1 STA 10+80.8 - 12.0' LTINSTALL NEW 6" FIRE SERVICEAND 4" DOMESTIC WATER SERVICE 1 STA 11+25.7 - 12.0' LTINSTALL NEW 6" FIRE SERVICEAND 4" DOMESTIC WATER SERVICE 1 S T A 1 7 + 0 4 . 9 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 1 7 + 2 4 . 9 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 1 9 + 2 7 . 1 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E 1 S T A 1 9 + 4 0 . 1 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E STA 10+14.0 - 12.0' LTNEW 16 X 6 TEEFH ASS'Y 21.0' LTNEW 16" GATE VALVE STA 10+09.0 - 12.0'LT N E W 1 6 " G A T E V A L V E S T A 1 4 + 1 4 . 6 - 1 2 . 0 ' L T N E W 1 6 " G A T E V A L V E S T A 1 6 + 1 8 . 0 - 1 2 . 0 ' L T 4570 4575 4580 4585 4590 4595 4600 4605 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 8+509+009+5010+0010+5011+0011+5012+00 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 1 5 + 0 0 1 5 + 5 0 1 6 + 0 0 1 6 + 5 0 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 EG CL-4593.31EG CL-4592.85EG CL-4592.46EG CL-4592.15EG CL-4592.15EG CL-4592.35EG CL-4592.65EG CL-4593.01EG CL-4593.11EG CL-4593.16EG CL-4592.74EG CL-4592.21EG CL-4591.31EG CL-4590.47EG CL-4589.67EG CL-4589.18 EG CL-4589.03 EG CL-4587.67 EG CL-4589.41 EG CL-4590.43 EG CL-4590.87 EG CL-4591.07 EG CL-4591.15 EG CL-4591.58 EG CL-4592.40 EG CL-4593.09 EG CL-4593.69 EG CL-4594.15 EG CL-4594.35 EG CL-4594.66 EG CL-4595.01 EG CL-4595.30 EG CL-4595.51 EG CL-4595.69 EG CL-4595.80 EG CL-4596.08 EG CL-4596.47 EG CL-4596.77 EG CL-4596.95 EG CL-4597.14 EG CL-4597.17 EG CL-4597.26 EG CL-4597.24 EG CL-4597.22 EG CL-4597.29 EG CL-4597.29 EG CL-4597.18 EG CL-4597.12 EG CL-4597.20 EG CL-4597.37 EG CL-4596.18 EG CL-4596.43 EG CL-4597.05 FG CL-4594.48FG CL-4594.10FG CL-4593.74FG CL-4593.42FG CL-4593.17FG CL-4592.98FG CL-4592.85FG CL-4592.79FG CL-4592.78FG CL-4592.84FG CL-4592.96FG CL-4593.08FG CL-4593.21FG CL-4593.33FG CL-4593.46 FG CL-4593.58 FG CL-4593.71 FG CL-4593.83 FG CL-4593.96 FG CL-4594.08 FG CL-4594.21 FG CL-4594.33 FG CL-4594.46 FG CL-4594.58 FG CL-4594.71 FG CL-4594.83 FG CL-4594.96 FG CL-4595.08 FG CL-4595.21 FG CL-4595.33 FG CL-4595.46 FG CL-4595.58 FG CL-4595.71 FG CL-4595.83 FG CL-4595.96 FG CL-4596.08 FG CL-4596.20 FG CL-4596.28 FG CL-4596.33 FG CL-4596.34 FG CL-4596.32 FG CL-4596.26 FG CL-4596.16 FG CL-4596.03 FG CL-4595.87 FG CL-4595.84 FG CL-4595.96 FG CL-4596.25 FG CL-4596.71 FG CL-4597.24 FG CL-4597.62 FG CL- FG CL- INV-4586.09INV-4585.84INV-4585.60INV-4585.39INV-4585.17INV-4584.95INV-4584.73INV-4584.53INV-4584.24INV-4583.96INV-4583.67INV-4583.39INV-4582.72INV-4581.99INV-4581.27 INV-4580.54 INV-4579.96 INV-4579.97 INV-4579.99 INV-4580.81 INV-4581.67 INV-4582.53 INV-4583.39 INV-4584.06 INV-4584.30 INV-4584.72 INV-4585.21 INV-4585.69 INV-4586.18 INV-4586.67 INV-4587.15 INV-4587.08 INV-4586.69 INV-4586.30 INV-4585.91 INV-4585.89 INV-4586.11 INV-4586.33 INV-4586.56 INV-4586.78 INV-4587.01 INV-4587.23 INV-4587.46 INV-4587.68 INV-4587.66 INV-4587.70 INV-4587.94 INV-4588.19 INV-4588.45 INV-4588.93 INV- INV- INV- S T A 2 0 + 1 9 . 7 9 1 6 " G A T E V A L V E I N V = 4 5 8 8 . 1 4 PROP O S E D F G CL P R O F I L E EXISTING GRADECL PROFILESTA 10+14.0316 X 6 TEEINV= 4584.60 S T A 1 6 + 1 2 . 9 8 1 6 X 6 T E E I N V = 4 5 8 7 . 3 1 STA 20+14.76 16 X 6 TEE INV= 4588.09 S T A 2 0 + 8 1 . 8 0 1 6 X 1 6 T E E I N V = 4 5 8 9 . 0 3 M I N . 6 . 5 ' C O V E R ( T Y P . ) INV= 4583.90AND 4" DOMESTIC WATER SERVICESTA 10+80.81INSTALL NEW 6" FIRE SERVICEINV= 4583.39AND 4" DOMESTIC WATER SERVICESTA 11+25.68INSTALL NEW 6" FIRE SERVICE INV= 4584.24 AND 4" DOMESTIC WATER SERVICE STA 14+37.05 INSTALL NEW 6" FIRE SERVICE INV= 4584.32 AND 4" DOMESTIC WATER SERVICE STA 14+53.19 INSTALL NEW 6" FIRE SERVICE INV= 4585.85 AND 4" DOMESTIC WATER SERVICE STA 17+04.90 INSTALL NEW 6" FIRE SERVICE INV= 4585.89 AND 4" DOMESTIC WATER SERVICE STA 17+24.89 INSTALL NEW 6" FIRE SERVICE INV= 4587.70 AND 4" DOMESTIC WATER SERVICE STA 19+40.08 INSTALL NEW 6" FIRE SERVICE INV= 4587.69 AND 4" DOMESTIC WATER SERVICE STA 19+27.06 INSTALL NEW 6" FIRE SERVICE STA 7+91.558" GATE VALVEINV= 4586.83 8.0' DEPTHBURY ELEV = 4592.80 7 . 5 ' D E P T H B U R Y E L E V = 4 5 9 5 . 5 0 7 . 5 ' D E P T H B U R Y E L E V = 4 5 9 6 . 3 0 NORTHWESTERNENERGY GASMAIN STORM DRAIN CROSSINGMIN. 18"STORM DRAIN CROSSINGMIN. 18" S T O R M D R A I N C R O S S I N G M I N . 1 8 " 4 D - 2 W A T E R M A I N C A S I N G 3 6 F T A L O N G P I P E S T A 1 2 + 5 4 . 7 5 - 1 2 + 9 0 . 7 5 STA 12+45.2 6 DEFLECT PIPE JOINT S INV = 4579.9 5 S T A 1 3 + 0 1 . 1 1 D E F L E C T P I P E J O I N T S I N V = 4 5 7 9 . 9 9 STA 10+09.0416" GATE VALVEINV= 4584.65 S T A 1 4 + 1 4 . 5 6 1 6 " G A T E V A L V E I N V = 4 5 8 3 . 8 8 STA 7+86.7822.5 DEG. VERT BENDINV= 4586.31 S T O R M D R A I N C R O S S I N G M I N . 1 8 " S T A 1 6 + 1 7 . 9 8 1 6 " G A T E V A L V E I N V = 4 5 8 7 . 2 4 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\WATER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E W A T E R I M P R O V E M E N T S S T A 8 + 5 0 T O E N D W - 4 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2 COB REVEIW #2 06/05/2019 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 P R I N C E L A N E NELSON ROAD ROYAL WOLF WAYMATCH LINESEE SHEET W-3 P R I N C E L A N E I N S T A L L 1 2 3 2 L F 1 6 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G F I R E A N D D O M E S T I C W A T E R S E R V I C E S : 1 . 1 - I N S T A L L 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E I N S A M E T R E N C H S P A C E D 5 ' A P A R T , C E N T E R T O C E N T E R . 1 . 2 - I N S T A L L G A T E V A L V E S O N P R O P E R T Y L I N E A S R E Q U I R E D B Y C O B . S T D . D W G N O . 0 2 6 6 0 - 1 2 . 1 . 3 - I N S T A L L E N D C A P S 8 F T B E Y O N D T H E P R O P E R T Y L I N E ( 3 8 F T O F F S E T F R O M C L ) U N L E S S O T H E R W I S E N O T E D O N P L A N S . 1 K E Y N O T E S NORTHWESTERN ENERGY GAS MAIN 5 0 ' W E T L A N D S E T B A C K ROYAL WOLF WATER MAINSEE SHEET W-2 C A T T A I L C R E E K R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 3RECORD DRAWINGSCJF12/19/2019 A B : I N S U L A T I O N W A S I N S T A L L E D I N T H I S L O C A T I O N 16W16W16W16W16W16W16 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W HY D H Y D H Y D W S 6W W S 6W W S 6 W W S 6 W W S 6 W 16W 16W16W16W H Y D ///////////////////////////////////////////////////////////////////////////////// // / /// /// // / /// // / /// /// // / /// // / /// // / /// // / /// // / /// /// // / // / /// // / /// ////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBTBTBTBTBTBTBTBTBT G A S G A S G A S G A S G A S G A S BTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S GAS BP BP LOT 9 1.77 acs. LOT 11 0.75 acs. LOT 12 0.72 acs. LOT 20 1.43 acs. LOT 21 1.34 acs. LOT 22 2.44 acs. UCDUCDUCD UCDUCDUCD UCDUCDUCD U C D U C D U C D I R R I G I R R I G UTILUTILUTILUTIL3 UTILUTILUTIL 222PPBPPB U C D U C D U C D 8 S 8 S 8 S 8 S FMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M FM FMFMFM FM 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D -0+500+001+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 16W16W16W16W16W16W16 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W HY D H Y D H Y D W S 6W W S 6W W S 6 W W S 6 W W S 6 W 16W 16W16W16W H Y D N E W 1 6 " G A T E V A L V E S T A 8 + 3 8 . 6 - 1 1 . 9 ' L T S T A 8 + 5 7 . 7 - 1 2 . 0 ' L T N E W 1 6 X 8 T E E N E W 1 6 " G A T E V A L V E S T A 8 + 9 8 . 6 - 1 2 . 0 ' L T STA 0+61.7 - 74.5' LTNEW 16" 45 DEG HORIZ. BEND 1 STA 3+99.5 - 12.0' LTINSTALL NEW 6" FIRE S E R V I C E AND 4" DOMESTIC WATE R S E R V I C E S T A 4 + 8 1 . 8 - 1 2 . 0 ' L T N E W 1 6 X 6 T E E F H A S S ' Y 2 9 ' L T N E W 1 6 " G A T E V A L V E S T A 4 + 8 6 . 8 - 1 2 . 0 ' L T 1 S T A 6 + 0 0 . 5 - 1 2 . 0 ' L T I N S T A L L N E W 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E NEW 16" GAVE VALVE STA 1+31.3 - 40.9'RT STA 1+26.74 - 43.1' RTNEW 16 X 6 TEEFH ASS'Y STA 1+22.0 - 33.3' RT45854590459546004605461046154620 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 4 6 2 0 0+000+501+001+502+002+503+00 3 + 5 0 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 EG CL-4614.42EG CL-4613.85EG CL-4610.17EG CL-4612.32EG CL-4612.36EG CL-4612.21EG CL-4611.88EG CL-4611.48EG CL-4611.00EG CL-4611.59EG CL-4612.15EG CL-4612.13EG CL-4611.82EG CL-4611.67 EG CL-4610.84 EG CL-4611.37 EG CL-4611.02 EG CL-4610.67 EG CL-4610.33 EG CL-4609.99 EG CL-4609.44 EG CL-4609.47 EG CL-4609.58 EG CL-4609.39 EG CL-4608.31 EG CL-4608.63 EG CL-4607.79 EG CL-4607.71 EG CL-4607.64 EG CL-4606.84 EG CL-4606.81 EG CL-4606.56 EG CL-4606.24 EG CL-4606.29 EG CL-4605.96 EG CL-4605.78 EG CL-4605.25 EG CL-4604.45 EG CL-4603.80 EG CL-4603.24 EG CL-4602.85 EG CL-4602.80 EG CL-4602.54 EG CL-4602.34 EG CL-4602.18 EG CL-4602.05 EG CL-4601.84 EG CL-4601.58 EG CL-4601.32 FG CL-4614.47FG CL-4613.91FG CL-4613.58FG CL-4613.31FG CL-4613.10FG CL-4612.95FG CL-4612.80FG CL-4612.65FG CL-4612.50FG CL-4612.35FG CL-4612.20FG CL-4612.05FG CL-4611.90FG CL-4611.75 FG CL-4611.60 FG CL-4611.42 FG CL-4611.17 FG CL-4610.92 FG CL-4610.67 FG CL-4610.42 FG CL-4610.17 FG CL-4609.92 FG CL-4609.67 FG CL-4609.42 FG CL-4609.17 FG CL-4608.92 FG CL-4608.67 FG CL-4608.42 FG CL-4608.17 FG CL-4607.92 FG CL-4607.67 FG CL-4607.42 FG CL-4607.17 FG CL-4606.92 FG CL-4606.67 FG CL-4606.42 FG CL-4606.17 FG CL-4605.92 FG CL-4605.67 FG CL-4605.42 FG CL-4605.17 FG CL-4604.92 FG CL-4604.67 FG CL-4604.42 FG CL-4604.17 FG CL-4603.92 FG CL-4603.67 FG CL-4603.42 FG CL-4603.17 INV-INV-INV-INV-4605.58INV-4605.37INV-4605.16INV-4604.95INV-4604.73INV-4604.52INV-4604.31INV-4604.10INV-4603.88INV-4603.67INV-4603.46 INV-4603.25 INV-4603.03 INV-4602.82 INV-4602.64 INV-4602.46 INV-4602.27 INV-4602.03 INV-4601.76 INV-4601.49 INV-4601.23 INV-4600.96 INV-4600.72 INV-4600.47 INV-4600.22 INV-4599.98 INV-4599.73 INV-4599.49 INV-4599.24 INV-4599.00 INV-4598.75 INV-4598.51 INV-4598.27 INV-4597.99 INV-4597.73 INV-4597.48 INV-4597.23 INV-4596.97 INV-4596.72 INV-4596.46 INV-4596.21 INV-4595.96 INV-4595.70 INV-4595.45 INV-4595.19 INV-4594.94 P R O P O S E D F G C L P R O F I L E EXISTINGGRADE CLPROFILE S T A 8 + 3 8 . 6 3 1 6 " G A T E V A L V E I N V = 4 5 9 8 . 6 2 S T A 8 + 5 7 . 6 5 1 6 X 8 T E E I N V = 4 5 9 8 . 4 4 S T A 8 + 9 8 . 5 7 1 6 " G A T E V A L V E I N V = 4 5 9 8 . 0 0 M I N . 6 . 5 ' C O V E R ( T Y P . ) STA 0+61.7116" 45 DEG HORIZ. BENDINV= 4605.70 S T A 4 + 8 6 . 7 9 1 6 " G A T E V A L V E I N V = 4 6 0 2 . 1 6 S T A 4 + 8 1 . 7 9 1 6 X 6 T E E I N V = 4 6 0 2 . 2 2 INV= 4601.29 AND 4" DOMESTIC WATER SERVICE STA 6+00.53 INSTALL NEW 6" FIRE SERVICE INV= 4602.83 AND 4" DOMESTIC WATER SERVICE STA 3+99.49 INSTALL NEW 6" FIRE SERVICE 7 . 5 ' D E P T H B U R Y E L E V = 4 6 1 0 . 2 0 STA 1+31.2816" GATE VALVEINV= 4605.07 S T O R M D R A I N C R O S S I N G M I N . 1 8 " STA 1+26.7416 X 6 TEEINV= 4605.11 STA 1+22.0 - 33.3' RT8.0' DEPTHBURY ELEV = 4613.90 A P P R O X I M A T E L O C A T I O N O F 4 " G A S P I P E L I N E C R O S S I N G 1 8 " M I N I M U M V E R T I C A L S E P A R A T I O N C O N T R A C T O R T O F I E L D V E R I F Y VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\WATER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D W A T E R I M P R O V E M E N T S S T A 0 + 0 0 T O S T A 1 2 + 0 0 W - 5 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 N E L S O N R O A D FRONTAGE ROAD N E L S O N R O A D I N S T A L L 1 1 5 5 L F 1 6 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G MATCH LINE SEE SHEET W-6 K E Y N O T E S R O Y A L W O L F W A T E R M A I N S E E S H E E T W - 1 N O R T H W E S T E R N E N E R G Y G A S M A I N M D T F A C I L I T Y C O S 4 7 3 F F I R E A N D D O M E S T I C W A T E R S E R V I C E S : 1 . 1 - I N S T A L L 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E I N S A M E T R E N C H S P A C E D 5 ' A P A R T , C E N T E R T O C E N T E R . 1 . 2 - I N S T A L L G A T E V A L V E S O N P R O P E R T Y L I N E A S R E Q U I R E D B Y C O B S T D . D W G . N O . 0 2 2 6 0 - 1 2 . 1 . 3 - I N S T A L L E N D C A P S 8 F T B E Y O N D T H E P R O P E R T Y L I N E ( 5 3 F T O F F S E T F R O M C L ) U N L E S S O T H E R W I S E N O T E D O N P L A N S . 1 MATCH LINESEE SHEET W-7 4 0 ' C O U N T Y R O A D E A S E M E N T 2RECORD DRAWINGSCJF12/19/2019 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 16W 16W 16W 16W 16W 16W 16W16W16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D H Y D HYD W S 6 W WS 6WWS 6W // / /// /// /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / //////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / GASGASGASGASBTBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGASGASGASGASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S /// /// / / / / / / LOT 6 2.59 acs. LOT 71.16 acs.1.77 acs. U C D U C D U C D I R R I G I R R I G 8S FMFMFMFMFMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M 15SD15SD 1 8 S D 1 8 S D 1 8 S D 1 8 S D 1 8 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 15SD15SD15SD15SD15SD15SD15SD15SDDD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D D D D 1 5 S D 1 5 S D D D 12+0013+0014+0015+0016+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 16W 16W 16W 16W 16W 16W 16W16W16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D H Y D HYD W S 6 W WS 6WWS 6W STA 12+77.2 - 12.0' LTNEW 16 X 6 TEEFH ASSY' 29.0' LT NEW 16" GATE VALVE STA 12+82.1 - 12.0'LTNE W 1 6 " G A T E V A L V E ST A 1 7 + 0 6 . 9 - 1 2 . 0 ' L T S T A 2 0 + 8 1 . 8 - 1 2 . 0 ' L T N E W 1 6 X 1 6 T E E N E W 1 6 " G A T E V A L V E S T A 1 7 + 6 6 . 9 - 1 2 . 0 ' L T N E W 1 6 " G A T E V A L V E S T A 2 2 + 6 1 . 7 - 1 2 . 0 ' L T S T A 2 2 + 6 6 . 7 - 1 2 . 0 ' L T N E W 1 6 X 6 T E E F H A S S ' Y 2 9 . 0 ' L T 1 STA 12+10.3 - 12.0' LTINSTALL NEW 6" FIRE SERVICEAND 4" DOMESTIC WATER SERVICE 1 STA 14+04.6 - 12.0' LTINSTALL NEW 6" FIRE SERVICEAND 4" DOMESTIC WATER SERVICE45704575458045854590459546004605 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 12+0012+5013+0013+5014+0014+5015+0015+5016+00 1 6 + 5 0 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 2 2 + 0 0 2 2 + 5 0 2 3 + 0 0 2 3 + 5 0 2 4 + 0 0 EG CL-4601.32EG CL-4600.99EG CL-4600.55EG CL-4600.35EG CL-4600.31EG CL-4600.14EG CL-4599.93EG CL-4599.80EG CL-4599.41EG CL-4599.10EG CL-4598.90EG CL-4598.75EG CL-4598.45EG CL-4598.25EG CL-4598.21EG CL-4597.82EG CL-4597.54EG CL-4597.59 EG CL-4597.41 EG CL-4597.13 EG CL-4596.87 EG CL-4596.73 EG CL-4596.44 EG CL-4596.21 EG CL-4596.13 EG CL-4595.87 EG CL-4595.51 EG CL-4595.19 EG CL-4594.90 EG CL-4594.56 EG CL-4594.29 EG CL-4593.94 EG CL-4593.47 EG CL-4593.27 EG CL-4593.26 EG CL-4593.03 EG CL-4592.66 EG CL-4592.49 EG CL-4592.46 EG CL-4592.39 EG CL-4592.24 EG CL-4591.93 EG CL-4591.73 EG CL-4591.32 EG CL-4590.55 EG CL-4591.79 EG CL-4591.62 EG CL- EG CL- FG CL-4603.17FG CL-4602.92FG CL-4602.67FG CL-4602.42FG CL-4602.17FG CL-4601.92FG CL-4601.67FG CL-4601.42FG CL-4601.17FG CL-4600.92FG CL-4600.67FG CL-4600.42FG CL-4600.17FG CL-4599.92FG CL-4599.67FG CL-4599.42FG CL-4599.17FG CL-4598.92 FG CL-4598.67 FG CL-4598.42 FG CL-4598.17 FG CL-4597.92 FG CL-4597.67 FG CL-4597.42 FG CL-4597.17 FG CL-4596.92 FG CL-4596.67 FG CL-4596.42 FG CL-4596.17 FG CL-4595.92 FG CL-4595.67 FG CL-4595.42 FG CL-4595.17 FG CL-4594.92 FG CL-4594.67 FG CL-4594.42 FG CL-4594.17 FG CL-4593.91 FG CL-4593.64 FG CL-4593.37 FG CL-4593.10 FG CL-4592.82 FG CL-4592.55 FG CL-4592.28 FG CL-4592.01 FG CL- FG CL- FG CL- FG CL- P R O P O S E D F G C L P R O F I L E EXISTING GRADECL PROFILE STA 17+06.93 16" GATE VALVE INV= 4589.78 S T A 2 0 + 8 1 . 8 0 1 6 X 1 6 T E E I N V = 4 5 8 9 . 0 3 S T A 1 7 + 6 6 . 9 2 1 6 " G A T E V A L V E I N V = 4 5 8 8 . 9 8 S T A 2 2 + 6 1 . 6 9 1 6 " G A T E V A L V E I N V = 4 5 8 4 . 6 8 S T A 2 2 + 6 6 . 6 8 1 6 X 6 T E E I N V = 4 5 8 4 . 6 3 INV-4594.94INV-4594.69INV-4594.45INV-4594.21INV-4593.97INV-4593.72INV-4593.48INV-4593.24INV-4593.00INV-4592.74INV-4592.47INV-4592.21INV-4591.95INV-4591.69INV-4591.43INV-4591.16INV-4590.90 INV-4590.64 INV-4590.38 INV-4590.12 INV-4589.85 INV-4589.46 INV-4589.02 INV-4588.90 INV-4588.68 INV-4588.45 INV-4588.22 INV-4587.99 INV-4587.77 INV-4587.54 INV-4587.31 INV-4587.08 INV-4586.86 INV-4586.63 INV-4586.40 INV-4586.17 INV-4585.95 INV-4585.72 INV-4585.49 INV-4585.26 INV-4585.06 INV-4584.90 INV-4584.74 INV-4584.58 INV-4584.41 INV- INV- INV- INV- M I N . 6 . 5 ' C O V E R ( T Y P . ) STA 23+10.44 16" END CAP WITH BLOWOFF INV = 4584.35 STA 12+77.1716 X 6 TEEINV= 4594.23 STA 12+82.1416" GATE VALVEINV= 4594.20INV= 4592.95AND 4" DOMESTIC WATER SERVICESTA 14+04.62INSTALL NEW 6" FIRE SERVICE 7.5' DEPTHBURY ELEV = 4602.20 7 . 5 ' D E P T H B U R Y E L E V = 4 5 9 1 . 8 6 INV= 4595.17AND 4" DOMESTIC WATER SERVICESTA 12+10.31INSTALL NEW 6" FIRE SERVICE STORM DRAIN C R O S S I N G MIN. 1 8 " STORM DRAIN CROSSINGMIN. 18" S T O R M D R A I N C R O S S I N G M I N . 1 8 " F O R C E M A I N C R O S S I N G M I N . 1 8 " 18" MINIMUM VERTICAL SEPARATIONCONTRACTOR TO FIELD VERIFYVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\WATER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D W A T E R I M P R O V E M E N T S S T A 1 2 + 0 0 T O E N D W - 6 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 N E L S O N R O A D MATCH LINESEE SHEET W-5 PRINCE LANE N E L S O N R O A D I N S T A L L 1 1 1 0 L F 1 6 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G K E Y N O T E S P R I N C E L A N E W A T E R M A I N S E E S H E E T W - 4 S T A 2 3 + 1 0 . 4 4 1 6 " E N D C A P W I T H T H R U S T B L O C K . F I R E A N D D O M E S T I C W A T E R S E R V I C E S : 1 . 1 - I N S T A L L 6 " F I R E S E R V I C E A N D 4 " D O M E S T I C W A T E R S E R V I C E I N S A M E T R E N C H S P A C E D 5 ' A P A R T , C E N T E R T O C E N T E R . 1 . 2 - I N S T A L L G A T E V A L V E S O N P R O P E R T Y L I N E A S R E Q U I R E D B Y C O B S T D . D W G . N O . 0 2 2 6 0 - 1 2 . 1 . 3 - I N S T A L L E N D C A P S 8 F T B E Y O N D T H E P R O P E R T Y L I N E ( 5 3 F T O F F S E T F R O M C L ) U N L E S S O T H E R W I S E N O T E D O N P L A N S . 1 4 0 ' C O U N T Y R O A D E A S E M E N T R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 A B : 1 0 0 L . F . O F 4 " I N S U L A T I O N I N S T A L L E D F R O M S T A : 2 2 + 1 0 T O S T A : 2 3 + 1 0 A B : I N S U L A T I O N W A S I N S T A L L E D O N H Y D R A N T L E A D 16W 16W 16W 16W 16W 16W 16W 16W 16WWS6W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 16W16W16W H Y D HYD////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////////////////////////// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// //////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP BTBTBT BTBTBT B T B T B T B T B T B T B T B T B T B T BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTGASGASGASGASBPBP E F M E F M E 8 W E 8 W EFM EFM EFM EFM EFM EFM EFM EFM EFM EFM E8W E8W E8W E8W E8W E8W E8W E8W E8W E 6 W E 6 W E 6 W UCDUCDUCDUCDUCDUCDUCDUCDUCDUTILUTILUTILUTIL32PPBPPB FM FM FM FM FM FM FM FM FM FMF M F M F M F M F M F M F M F M F M F M F M FMFMFMFM FM FM FM FM 16W 16W 16W 16W 16W 16W 16W 16W 16WWS6W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 16W16W16W H Y D HYD0+001+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 STA 1+85.8 - 20.5' RTNELSON ROAD STA 0+61.71 - 74.47' RTNEW 16" 45 DEG HORIZ. BENDSTA 2+50.67 - 30.7' RTNEW 16" 11.25 DEG HORIZ. BEND S T A 3 + 7 3 . 7 - 2 5 . 0 4 ' R T D E F L E C T P I P E J O I N T S NEW 16" GATE VALVE 1 3 . 0 0 ' 1 2 . 0 0 ' N E W 1 6 " G A V E V A L V E S T A 4 + 7 5 . 1 - 2 5 . 1 ' R T S T A 4 + 8 0 . 1 7 - 2 5 . 1 ' R T N E W 1 6 X 6 T E E F H A S S ' Y 3 1 . 0 ' R T 4595 4600 4605 4610 4615 4620 4625 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 4 6 2 0 4 6 2 5 0+000+501+001+502+002+503+003+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 EG CL-4612.17EG CL-4612.39EG CL-4612.48EG CL-4612.42EG CL-4612.39EG CL-4612.41EG CL-4612.80EG CL-4613.41EG CL-4612.94EG CL-4613.38EG CL-EG CL-4616.20EG CL-4617.09EG CL-4617.47EG CL-4617.63EG CL-4618.08EG CL-4618.41 EG CL-4618.56 EG CL-4618.87 EG CL-4618.67 EG CL-4617.59 EG CL-4617.87 EG CL-4620.93 EG CL-4620.78 EG CL-4621.27 EG CL-4621.61 EG CL-4621.79 EG CL-4621.37 EG CL-4619.97 EG CL-4619.38 EG CL-4621.51 EG CL-4621.60 EG CL-4622.52 EG CL-4622.26 EG CL-4621.37 EG CL-4619.32 EG CL-4619.32 EG CL-4619.53 EG CL-4619.67 EG CL-4620.00 EG CL-4620.38 FG CL-4612.84FG CL-FG CL-FG CL-4613.25FG CL-4613.05FG CL-4613.48FG CL-4614.48FG CL-4614.26FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- INV-INV-INV-INV-INV-INV-INV-INV-INV-4605.67INV-4605.58INV-4605.50INV-4606.06INV-4606.62INV-4607.19INV-4607.76INV-4608.32 INV-4608.75 INV-4609.18 INV-4609.61 INV-4610.04 INV-4610.01 INV-4609.90 INV-4609.79 INV-4609.68 INV-4609.56 INV-4609.45 INV-4609.34 INV-4609.23 INV-4609.12 INV-4609.01 INV-4608.89 INV-4608.78 INV-4608.67 INV-4608.56 INV-4608.45 INV-4608.72 INV- INV- INV- INV- INV- STA 0+61.7116" 45 DEG HORIZ. BENDINV= 4605.70STA 2+50.6716" 11.25 DEG HORIZ. BENDINV= 4605.52 S T A 8 + 4 5 . 2 8 1 6 X 8 R E D U C E R I N V = 4 6 0 8 . 8 3 S T A 8 + 7 6 . 2 7 C O N N E C T T O E X I S T I N G 8 " M A I N A N D I N S T A L L N E W 8 " G A T E V A L V E I N V = ± 4 6 0 8 . 7 2 EXISTING GRADEAT PROPERTY LINE M I N . 6 . 5 ' C O V E R ( T Y P . ) S T A 8 + 4 0 . 4 1 1 6 X 1 6 T E E I N V = 4 6 0 8 . 5 1 8 . 0 ' D E P T H B U R Y E L E V = 4 6 1 8 . 4 7 P R O P O S E D S E W E R F O R C E M A I N R E - G R A D E L O W S P O T T O E N S U R E 6 . 5 ' O F C O V E R STA 4+80.17 16 X 6 TEE INV= 4610.11 S T A 4 + 7 5 . 1 4 1 6 " G A T E V A L V E I N V = 4 6 1 0 . 0 1 8 W 8 W 8 W O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P B T B T B T B T B T B T B T B T B T B T B T B T E F M E F M E F M E 8 W E 8 W E 8 W E 8 W E 8 W E 8 W E6W EFM EFM EFM EFM EFM EFM E8W E8W E8W E8W FM FM 8 W 8 W 8 W VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\WATER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A F R O N T A G E R O A D W A T E R C O N N E C T I O N W - 7 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N C O N N E C T I O N T O E X I S T I N G W A T E R M A I N S C A L E : 1 " = 1 0 ' 1 - 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 F R O N T A G E R O A D NELSON ROAD E X I S T I N G 8 " W A T E R M A I N ( T Y P . ) E X I S T I N G 8 " T E E R E M O V E E X I S T I N G C A P I N S T A L L N E W 8 " G A T E V A L V E E X I S T I N G F I R E H Y D R A N T N E W 1 6 X 8 R E D U C E R N E W 1 6 X 1 2 T E E W I T H S T U B A N D C A P T O T H E S O U T H W E S T F R O N T A G E R O A D I N S T A L L 6 8 6 L F 1 6 " A N D ± 1 0 L F 8 " C L A S S 5 1 D . I . W A T E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G N E W G A T E V A L V E O N E X I S T I N G 8 " M A I N N E W G A T E V A L V E O N E X I S T I N G 8 " M A I N P R O P E R T Y B O U N D A R Y M D T F A C I L I T Y C O S 4 7 3 F E X I S T I N G 1 . 5 " M D T S E W E R F O R C E M A I N I N S T A L L N E W P R E S S U R E R E D U C I N G V A L V E ( P R V ) O N E X I S T I N G 8 " W A T E R M A I N S E E S H E E T D - 4 EXISTING LIGHT POLETO BE REMOVED C O N N E C T I O N T O E X I S T I N G 8 " W A T E R M A I N . C O N T R A C T O R T O V E R I F Y H O R I Z O N T A L A N D V E R T I C A L L O C A T I O N . N O T E : C O N T R A C T O R T O V E R I F Y H O R I Z O N T A L A N D V E R T I C A L L O C A T I O N O F E X I S T I N G W A T E R M A I N . E X I S T I N G S E W E R F O R C E M A I N MATCH LINESEE SHEET W-5 N E W 1 6 " G A T E V A L V E A B : W O R K I N C L U D E D I N I M P R O V E M E N T S A G R E E M E N T . R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 UCD UCD UCD I R R I G U C D I R R I G IRRIGIRRIG UCD UCD UCD 16W16W16W16W16W16W16W16W H Y D HYD H Y D W S W S WS WS W S WS W S 15SD15SD15SD 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D D -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0.75 acs.LOT 120.72 acs. L O T 1 3 0 . 7 0 a c s . LOT 201.43 acs.LOT 211.34 acs. L O T 2 5 1 . 7 8 a c s . L O T 1 4 2 . 0 4 a c s . L O T 1 9 1 . 2 7 a c s . L O T 2 4 2 . 4 1 a c s . SSMH-10STA 1+65.46 0.0' S S M H - 8 S T A 4 + 9 8 . 8 3 0 . 2 ' L T S S M H - 7 ( D R O P T Y P E ) S T A 6 + 5 3 . 9 6 0 . 0 ' I N S T A L L P E R C . O . B . S T D . N O . 0 2 7 3 0 - 5 S S M H - 6 S T A 1 0 + 5 1 . 0 2 0 . 0 ' S T A 1 1 + 8 2 - 3 8 . 3 ' L T 6 " S E W E R S V C STA 1 1 + 2 6 - 3 7 . 7 ' R T 6" SE W E R S V C STA 9 + 2 3 - 3 8 . 0 ' L T 6" SE W E R S V C STA 7 + 0 0 - 3 8 . 0 ' R T 6" SE W E R S V C S T A 4 + 5 1 - 3 8 . 0 ' R T 4 " S E W E R S V C STA 3+11 - 38.0' RT4" SEWER SVCSTA 1+70 - 38.0' RT 4" SEWER SVC S S M H - 9 S T A 4 + 2 5 . 3 8 0 . 0 ' 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S 8S 8S 8S 8S 8S 8 S FMFMFMFMFMFMFMFM 8 S 8 S 8 S //////////////////////////////////////////////// OH P OH P BTBTBTBT BTBTBTBTGASGASGAS45754580458545904595460046054610 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 -0+500+000+501+001+502+002+503+003+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 EG CL-4604.79EG CL-4605.67EG CL-4605.94EG CL-4605.42EG CL-4605.24EG CL-4605.27EG CL-4605.15EG CL-4605.31EG CL-4605.63EG CL-4605.39EG CL-4604.91EG CL-4604.38EG CL-4603.88EG CL-4603.41EG CL-4602.81EG CL-4602.62EG CL-4602.62EG CL-4602.65 EG CL-4602.82 EG CL-4602.95 EG CL-4603.17 EG CL-4603.50 EG CL-4603.91 EG CL-4603.94 EG CL-4603.43 EG CL-4602.18 EG CL-4601.12 EG CL-4600.19 EG CL-4599.22 EG CL-4598.13 EG CL-4597.23 EG CL-4596.28 EG CL-4593.84 EG CL-4595.35 EG CL-4595.18 EG CL-4595.64 EG CL-4596.11 EG CL-4596.61 EG CL-4597.17 EG CL-4597.64 EG CL-4597.88 EG CL-4598.11 EG CL-4598.19 EG CL-4598.15 EG CL-4598.13 EG CL-4598.07 EG CL-4598.00 EG CL-4597.90 EG CL-4597.82 EG CL-4597.74 EG CL-4597.76 FG CL-FG CL-4606.22FG CL-4606.49FG CL-4605.77FG CL-4605.29FG CL-4604.90FG CL-4604.62FG CL-4604.44FG CL-4604.28FG CL-4604.12FG CL-4603.95FG CL-4603.79FG CL-4603.63FG CL-4603.47FG CL-4603.30FG CL-4603.14FG CL-4602.98 FG CL-4602.82 FG CL-4602.65 FG CL-4602.49 FG CL-4602.33 FG CL-4602.17 FG CL-4602.00 FG CL-4601.84 FG CL-4601.68 FG CL-4601.52 FG CL-4601.35 FG CL-4601.19 FG CL-4601.03 FG CL-4600.87 FG CL-4600.70 FG CL-4600.54 FG CL-4600.38 FG CL-4600.22 FG CL-4600.05 FG CL-4599.89 FG CL-4599.73 FG CL-4599.57 FG CL-4599.40 FG CL-4599.24 FG CL-4599.08 FG CL-4598.92 FG CL-4598.75 FG CL-4598.59 FG CL-4598.43 FG CL-4598.30 FG CL-4598.18 FG CL-4598.30 FG CL-4598.43 FG CL-4598.59 FG CL-4598.75 INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-4598.18INV-4598.04INV-4597.90INV-4597.77INV-4597.63INV-4597.49INV-4597.35INV-4597.22 INV-4597.08 INV-4596.94 INV-4596.73 INV-4596.49 INV-4596.35 INV-4596.08 INV-4595.83 INV-4595.63 INV-4595.42 INV-4595.22 INV-4595.02 INV-4594.81 INV-4588.93 INV-4588.80 INV-4588.67 INV-4588.55 INV-4588.42 INV-4588.29 INV-4588.16 INV-4588.04 INV-4587.91 INV-4587.78 INV-4587.65 INV-4587.53 INV-4587.40 INV-4587.27 INV-4587.14 INV-4586.97 INV-4586.72 INV-4586.60 INV-4586.48 INV-4586.36 INV-4586.24 INV-4586.13 PROPOSED FGCL PROFILE E X I S T I N G G R A D E C L P R O F I L E 261.92 LF 8" PVC @ 0.55%SSMH-10 (48" ∅)STA 1+65.46RIM ELEV=4604.18INV OUT (W) = 4598.23DEPTH = 5.95' 3 9 9 . 0 6 L F 8 " P V C @ 0 . 5 1 % 1 5 4 . 3 5 L F 8 " P V C @ 0 . 8 3 % 7 3 . 4 6 L F 8 " P V C @ 0 . 5 5 % SSMH-7 (DROP TYPE) STA 6+53.96 RIM ELEV=4601.00 INV IN (SE) = 4594.78 INV OUT (NW) = 4589.03 DEPTH = 11.97' 60"Ø PER COB STD DWG NO. 02730-5 SSMH-8 (48" ∅) STA 4+98.83 RIM ELEV=4602.01 INV IN (E) = 4596.23 INV OUT (NW) = 4596.03 DEPTH = 5.98' SSMH-6 (48" ∅) STA 10+51.02 RIM ELEV=4598.42 INV IN (SE) = 4587.02 INV OUT (NW) = 4586.82 DEPTH = 11.60' SSMH-9 (48" ∅) STA 4+25.38 RIM ELEV=4602.49 INV IN (E) = 4596.81 INV IN (S) = 4596.81 INV OUT (W) = 4596.61 DEPTH = 5.88' 3 D - 2 ± 1 6 L F P I P E I N S U L A T I O N VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S E W E R I M P R O V E M E N T S S T A 0 + 0 0 T O 1 2 + 0 0 S S - 1 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2 COB REVIEW #2 06/05/2019 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 ROYAL WOLF WAY R O Y A L W O L F W A Y I N S T A L L 1 , 0 4 6 L F 8 " P V C S D R 3 5 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G BLOCK 1 (SOUTH) SEWER MAINSEE SHEET SS-4NELSON ROAD MAT C H L I N E SEE S H E E T S S - 2 C A T T A I L C R E E K 5 0 ' W E T L A N D S E T B A C K ( T Y P . ) 88 ° 6 ' 3 4 " ' 9 1 ° 5 3 ' 2 6 " ' 1 5 7 ° 2 4 ' 3 5 " ' 1 6 7 ° 3 6 ' 3 5 " ' R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 3RECORD DRAWINGSCJF12/19/2019 N G N G N G N G N G N G N G N G N G N G N G N G PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PETRO PETRO PETROPETROPETROPETROPETRO U C D U C D U C D U C D U C D U C D U C D U C D U C D UCDUCDUCD 16W 16W 16W 16W 16W 1 6 W 1 6 W 1 6 W 1 6 W H Y D H Y D H H YD W S WS W S WS BO 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 15SD 15SD 1 5 S D 1 5 S D 1 8 S D 1 8 S D 15SD 15SD 15SD 15SD 15SD 15SD 15SD 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D D D D D D11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 L I F T S T A T I O N T R A C T 0 . 0 8 a c s . 0.95 acs.LOT 170.97 acs.LOT 265.56 acs. LOT 2 2.83 acs. PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PE T R O PETRO PETRO PETROPETROPETROPETROPETROSSMH-5STA 14+51.82 0.0' S S M H - 4 S T A 1 6 + 0 6 . 6 9 0 . 0 ' S S M H - 2 S T A 2 0 + 0 3 . 6 6 0 . 0 ' L T S S M H - 1 S T A 2 2 + 5 4 . 7 0 0 . 0 ' L T STA 22+53 - 88.0' LT 6" SEWER SVC STA 22+30 - 3 8 . 0 ' R T 6" SEWER S V C STA 16+17 - 38.0' RT 4" SEWER SVC STA 13+01 - 37.7' RT 4" SEWER SVC STA 11+82 - 38.3' LT 6" SEWER SVC S S M H - 3 ( D R O P T Y P E ) S T A 1 7 + 9 9 . 8 2 0 . 0 ' I N S T A L L P E R C . O . B . S T D . D W G . N O . 0 2 7 3 0 - 5 8S 8S 8S 8S 8 S 8S8S8S8S8S8S8S8S8S8S8S 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 F M F M F M F M F M ///OHPOHPOHPOHP BTBTBTBTPETROPETROPETROPETROPETROPETROPETROPETROPETRO P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O P E T R O G A S G A S G A S G A S G A S G A S G A S G A S 100.00'YELLOWSTONE GAS PIPELINEBUILDING SETBACK 1 0 0 . 0 0 ' Y E L L O W S T O N E P I P E L I N E B U I L D I N G S E T B A C K 4570 4575 4580 4585 4590 4595 4600 4605 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 12+0012+5013+0013+5014+0014+5015+0015 + 5 0 1 6 + 0 0 1 6 + 5 0 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 2 2 + 0 0 2 2 + 5 0 2 3 + 0 0 2 3 + 5 0 EG CL-4597.76EG CL-4597.87EG CL-4597.90EG CL-4597.97EG CL-4598.25EG CL-4598.56EG CL-4598.71EG CL-4598.93EG CL-4599.07EG CL-4598.99EG CL-4598.81EG CL-4598.78EG CL-4598.44EG CL-4598.11EG CL-4597.75 EG CL-4597.47 EG CL-4597.09 EG CL-4596.69 EG CL-4596.41 EG CL-4596.20 EG CL-4595.98 EG CL-4595.75 EG CL-4595.54 EG CL-4595.34 EG CL-4595.18 EG CL-4595.03 EG CL-4594.81 EG CL-4594.61 EG CL-4594.44 EG CL-4594.23 EG CL-4593.97 EG CL-4593.71 EG CL-4593.43 EG CL-4593.19 EG CL-4593.02 EG CL-4592.85 EG CL-4592.72 EG CL-4592.58 EG CL-4592.48 EG CL-4592.36 EG CL-4592.23 EG CL-4592.09 EG CL-4591.95 EG CL-4591.77 EG CL-4591.42 EG CL-4591.15 EG CL-4590.88 FG CL-4598.75FG CL-4598.92FG CL-4599.08FG CL-4599.24FG CL-4599.38FG CL-4599.43FG CL-4599.40FG CL-4599.27FG CL-4599.09FG CL-4598.90FG CL-4598.71FG CL-4598.53FG CL-4598.34FG CL-4598.15FG CL-4597.96 FG CL-4597.78 FG CL-4597.59 FG CL-4597.40 FG CL-4597.21 FG CL-4597.03 FG CL-4596.84 FG CL-4596.65 FG CL-4596.46 FG CL-4596.28 FG CL-4596.09 FG CL-4595.90 FG CL-4595.71 FG CL-4595.53 FG CL-4595.34 FG CL-4595.15 FG CL-4594.96 FG CL-4594.78 FG CL-4594.59 FG CL-4594.40 FG CL-4594.21 FG CL-4594.03 FG CL-4593.84 FG CL-4593.65 FG CL-4593.46 FG CL-4593.28 FG CL-4593.09 FG CL-4592.90 FG CL-4592.71 FG CL-4592.53 FG CL-4592.34 FG CL-4592.15 FG CL- INV-4597.76INV-4597.87INV-4597.90INV-4597.97INV-4598.25INV-4598.56INV-4598.71INV-4598.93INV-4599.07INV-4598.99INV-4598.81INV-4598.78INV-4598.44INV-4598.11 INV-4597.75 INV-4597.47 INV-4597.09 INV-4596.69 INV-4596.41 INV-4596.20 INV-4595.98 INV-4595.75 INV-4595.54 INV-4595.34 INV-4595.18 INV-4595.03 INV-4594.81 INV-4594.61 INV-4594.44 INV-4594.23 INV-4593.97 INV-4593.71 INV-4593.43 INV-4593.19 INV-4593.02 INV-4592.85 INV-4592.72 INV-4592.58 INV-4592.48 INV-4592.36 INV-4592.23 INV-4592.09 INV-4591.95 INV-4591.77 INV-4591.42 INV-4591.15 INV-4590.88 P R O P O S E D F G C L P R O F I L E E X I S T I N G G R A D E C L P R O F I L E 400.00 LF 8" PVC @ 0.48% 1 9 5 . 1 3 L F 8 " P V C @ 2 . 0 2 % 154.57 LF 8" PVC @ 0 . 5 0 % SSMH-4 (48" ∅) STA 16+06.69 RIM ELEV=4597.54 INV IN (S) = 4583.99 INV OUT (N) = 4583.79 DEPTH = 13.75' SSMH-5 (48" ∅)STA 14+51.82RIM ELEV=4598.70INV IN (SE) = 4584.94INV OUT (N) = 4584.74DEPTH = 13.96' SSMH-1 (48" ∅) STA 22+54.70 RIM ELEV=4592.68 INV IN (S) = 4577.28 INV OUT (E) = 4577.08 DEPTH = 15.59' 2 5 3 . 0 4 L F 8 " P V C @ 0 . 5 0 % 2 0 3 . 8 5 L F 8 " P V C @ 0 . 5 0 % SSMH-2 (48" ∅) STA 20+03.66 RIM ELEV=4594.56 INV IN (S) = 4578.73 INV OUT (N) = 4578.53 DEPTH = 16.03' SSMH-3 (DROP TYPE) STA 17+99.82 RIM ELEV=4596.09 INV IN (S) = 4579.93 INV IN (E) = 4579.93 INV IN (W) = 4585.75 INV OUT (N) = 4579.73 DEPTH = 16.36' N O R T H W E S T E R N E N E R G Y G A S M A I N W A T E R C R O S S I N G S E E W - 2 A N D W - 3 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A R O Y A L W O L F W A Y S E W E R I M P R O V E M E N T S S T A 1 2 + 0 0 T O E N D S S - 2 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2 COB REVIEW #2 06/05/2019 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 R O Y A L W O L F W A Y MATCH LINE SEE SHEET SS-1 YELLOWSTONE GAS PIPELINESEE SPECIFICATIONS FOR PHILIPS 66 ENCROACHMENT GUIDELINES R O Y A L W O L F W A Y I N S T A L L 1 , 1 2 1 L F 8 " P V C S D R 3 5 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G PRINCE LANE P R I N C E L A N E S E W E R M A I N S E E S H E E T S S - 3 N O R T H W E S T E R N E N E R G Y G A S P I P E L I N E S E W E R F O R C E M A I N S E E S H E E T S S - 7 144°16'10"' 1 7 0 ° 7 ' 2 4 " ' 8 2 ° 3 4 ' 4 " ' 9 7 ° 2 5 ' 1 9 " ' 9 7 ° 2 3 ' 5 6 " ' 8 2 ° 3 6 ' 4 1 " ' 8 9 ° 5 9 ' 5 6 " ' I N S T A L L 6 7 . 1 3 L F 8 " P V C @ 1 . 4 9 % S E E L I F T S T A T I O N S H E E T S L I F T S T A T I O N S E E S H E E T M - 1 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 3RECORD DRAWINGSCJF12/19/2019 NGNGNGNGNG N G N G N G N G N G N G N G N G N G N G N G N G N G PETROPETROPETROPETROPETROPETROPETROUCDUCDUCDUCDUCDUCDUCDUCDUCD IRRIGIRRIGUCD 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16 W 16W 16W16W16W16W16W16W16W16W16W16W HYD H Y D HYD H Y D WS WS WS WS WS 15SD15SD15 S D 1 5 S D 1 5 S D 1 5 S D 15SD 15SD 15SD 18SD 18SD 24SD 24SD 24SD 24SDDD 15SD 15SD 15SD 15SD D 1 5 S D 1 5 S D D 3+00 4+00 5+00 6+007+008+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 L O T 7 1 . 1 6 a c s . L O T 8 1 . 1 1 a c s . L O T 1 6 2 . 1 4 a c s . L O T 1 5 2 . 6 7 a c s . L O T 1 7 0 . 9 7 a c s . PETROPETROPETROPETROPETROPETROPETROSSMH-17STA 4+07.55 0.0'SSMH-16STA 4+89.73 0.0'SSMH-15STA 6+17.98 0.0' S S M H - 1 4 S T A 1 8 + 5 5 . 6 1 0 . 0 ' SSMH-3 (DROP TYPE)STA 17+99.82 0.0'INSTALL PER C.O.B. STD.DWG. NO. 02730-5 S S M H - 1 3 S T A 1 5 + 9 7 . 7 9 0 . 0 ' S S M H - 1 2 S T A 1 3 + 1 2 . 5 7 0 . 0 ' S S M H - 1 1 S T A 1 0 + 5 8 . 1 8 0 . 0 ' STA 18+51 - 38.0' LT 6" SEWER SVC STA 18+29 - 38.0' RT 6" SEWER SVC STA 16+28 - 38.0' LT 6" SEWER SVC S T A 1 3 + 5 5 - 3 8 . 0 ' R T 6 " S E W E R S V C STA 13+46 - 38.0' LT 6" SEWER SVC STA 10+29 - 38.0' LT 6" SEWER SVC STA 8+07 - 38.0' RT 6" SEWER SVC STA 4+28 - 38.0' LT 6" SEWER SVC 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S8S8S8S8SPETROPETROPETROPETROPETRO PETRO PETRO PETRO PETROGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S STA 6+52 - 38.0' RT6" SEWER SVC100.00'YELLOWSTONE PIPELINEBUILDING SETBACK45704575458045854590459546004605 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4+004+505+005+506+006+507+007+508+008+50 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 1 5 + 0 0 1 5 + 5 0 1 6 + 0 0 1 6 + 5 0 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 EG CL-4596.38EG CL-4596.11EG CL-4595.83EG CL-4595.53EG CL-4595.42EG CL-4595.40EG CL-4595.50EG CL-4595.72EG CL-4595.99EG CL-4596.12EG CL-4596.14EG CL-4595.98EG CL-4595.65EG CL-4595.38EG CL-4595.06EG CL-4594.70EG CL-4594.27EG CL-4593.78EG CL-4593.31EG CL-4592.85 EG CL-4592.46 EG CL-4592.15 EG CL-4592.15 EG CL-4592.35 EG CL-4592.65 EG CL-4593.01 EG CL-4593.11 EG CL-4593.16 EG CL-4592.74 EG CL-4592.21 EG CL-4591.31 EG CL-4590.47 EG CL-4589.67 EG CL-4589.18 EG CL-4589.03 EG CL-4587.67 EG CL-4589.41 EG CL-4590.43 EG CL-4590.87 EG CL-4591.07 EG CL-4591.15 EG CL-4591.58 EG CL-4592.40 EG CL-4593.09 EG CL-4593.69 EG CL-4594.15 EG CL-4594.35 EG CL-4594.66 EG CL-4595.01 EG CL-4595.30 EG CL-4595.51 EG CL-4595.69 EG CL-4595.80 EG CL-4596.08 EG CL-4596.47 EG CL-4596.77 EG CL-4596.95 EG CL-4597.14 EG CL-4597.17 EG CL-4597.26 EG CL-4597.24 FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- INV-INV-4591.72INV-4591.41INV-4591.10INV-4590.62INV-4590.28INV-4589.93INV-4589.58INV-4589.23INV-4588.68INV-4588.06INV-4587.43INV-4586.81INV-4586.18INV-4579.97INV-4580.09INV-4580.22INV-4580.34INV-4580.47 INV-4580.59 INV-4580.72 INV-4580.84 INV-4580.97 INV-4581.09 INV-4581.22 INV-4581.34 INV-4581.47 INV-4581.80 INV-4581.92 INV-4582.05 INV-4582.17 INV-4582.30 INV-4582.42 INV-4582.55 INV-4582.67 INV-4582.80 INV-4582.92 INV-4583.22 INV-4583.35 INV-4583.47 INV-4583.60 INV-4583.72 INV-4583.85 INV-4583.97 INV-4584.10 INV-4584.22 INV-4584.35 INV-4584.47 INV-4584.77 INV-4584.92 INV-4585.06 INV-4585.20 INV-4585.34 INV-4585.48 INV-4585.61 INV-4585.75 INV-4585.89 INV-4586.03 INV-4586.17 INV- INV- P R O P O S E D F G C L P R O F I L E E X I S T I N G G R A D E C L P R O F I L E SSMH-3 (DROP TYPE)STA 17+99.82RIM ELEV=4596.09INV IN (S) = 4579.93INV IN (E) = 4579.93INV IN (W) = 4585.75INV OUT (N) = 4579.73DEPTH = 16.36'126.59 LF 8" PVC @ 2.50%31 9 . 6 0 L F 8 " P V C @ 0 . 5 0 % 2 8 5 . 2 2 L F 8 " P V C @ 0 . 5 0 % 2 5 6 . 4 0 L F 8 " P V C @ 0 . 5 0 % SSMH-11 (48" ∅) STA 10+58.18 RIM ELEV=4592.80 INV IN (E) = 4581.71 INV OUT (W) = 4581.51 DEPTH = 11.29' SSMH-12 (48" ∅) STA 13+12.57 RIM ELEV=4594.02 INV IN (E) = 4583.17 INV OUT (W) = 4582.97 DEPTH = 11.05' SSMH-13 (48" ∅) STA 15+97.79 RIM ELEV=4595.45 INV IN (E) = 4584.78 INV IN (S) = 4584.78 INV OUT (W) = 4584.58 DEPTH = 10.87' 2 5 9 . 8 2 L F 8 " P V C @ 0 . 5 6 % SSMH-14 (48" ∅) STA 18+55.61 RIM ELEV=4596.31 INV OUT (W) = 4586.20 DEPTH = 10.11' 124.38 LF 8" PVC @ 1.44%SSMH-16 (48" ∅)STA 4+89.73RIM ELEV=4598.03INV IN (SW) = 4590.94INV OUT (NE) = 4590.74DEPTH = 7.29'SSMH-15 (48" ∅)STA 6+17.98RIM ELEV=4597.39INV IN (SW) = 4589.01INV OUT (E) = 4588.81DEPTH = 8.58'SSMH-17 (48" ∅)STA 4+07.55RIM ELEV=4598.44INV OUT (NE) = 4591.92DEPTH = 6.52'82.18 LF 8" PVC @ 1.25% 3 D - 2 ± 1 6 L F P I P E I N S U L A T I O N N O R T H W E S T E R N E N E R G Y G A S M A I N VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A P R I N C E L A N E S E W E R I M P R O V E M E N T S S T A 4 + 0 0 T O 1 9 + 0 0 S S - 3 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 P R I N C E L A N E B L O C K 2 ( N O R T H ) S E W E R M A I N S E E S H E E T S S - 4 P R I N C E L A N E I N S T A L L 1 , 4 7 5 L F 8 " P V C S D R 3 5 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G N O R T H W E S T E R N E N E R G Y G A S M A I N YELLOWSTONE GAS PIPELINESEE SPECIFICATIONS FOR PHILIPS 66ENCROACHMENT GUIDELINES ROYAL WOLF WAYROYAL WOLF SEWE R M A I N SEE SHEET SS-2 C A T T A I L C R E E K 152°52'55"'153°45'24"'97°23'56"'82°34'4"'97°25'19"'82°36'41"' 9 2 ° 0 ' 5 8 " ' 8 7 ° 5 9 ' 2 " ' YELLOWSTONE GAS PIPELINESEE SPECIFICATIONS FOR PHILIPS 66ENCROACHMENT GUIDELINES R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 N G N G N G N G N G N G N G N G N G N G 16W 16W 16W 16W 16W 16W 16W 16W 16WH Y D W S W S 0+00 1+00 2+00 3+00 4+00 5+005+05 LOT 8 1.11 acs. LOT 9 1.77 acs. LOT 10 1.88 acs. LOT 15 2.67 acs. S S M H - 1 9 S T A 0 + 0 0 . 0 0 0 . 0 ' S S M H - 1 8 S T A 1 + 6 8 . 1 1 0 . 0 ' ST A 0 + 0 5 - 2 0 . 0 ' R T 6" S E W E R S V C STA 1+81 - 20.0' RT 6" SEWER SVC STA 4+10 - 20.0' RT 6" SEWER SVC S S M H - 1 3 S T A 4 + 5 4 . 9 8 P R I N C E L A N E S T A 1 5 + 9 7 . 7 9 0 . 0 ' 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 G A S G A S G A S G A S G A S G A S G A S G A S >>>>>>>>>HY D W S W S 0+001+002+003+00 4+00 4+33 LOT 13 0.70 acs. LOT 211.34 acs.LOT 231.90 acs.SSMH-20STA 1+42.98 0.0'SSMH-21STA 0+00.00 0.0'SSMH-9STA 3+82.60ROYAL WOLF STA 4+25.38 0.0'STA 0+09 - 20.0' RT6" SEWER SVCSTA 1+67 - 20.0' RT6" SEWER SVCSTA 3+38 - 20.0' RT6" SEWER SVC 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8S 8S 8S ///////////////OHPOHPOHPOHPOHPOHP BTBTSTA 3+39 - 20.0' LT 6" SEWER SVC4585459045954600460546104615 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 -0+500+000+501+001+502+002+503+003+50 4 + 0 0 4 + 5 0 EG CL-EG CL-EG CL-4606.68EG CL-4606.46EG CL-4606.23EG CL-4605.87EG CL-4605.54EG CL-4605.34EG CL-4605.14EG CL-4604.95EG CL-4604.88EG CL-4604.70EG CL-4604.38EG CL-4604.15EG CL-4604.08EG CL-4604.00EG CL-4603.69EG CL-4602.74 EG CL-4602.98 EG CL-4602.73 EG CL- FG CL-FG CL-FG CL-4606.97FG CL-4606.72FG CL-4606.47FG CL-4606.22FG CL-4605.97FG CL-4605.72FG CL-4605.47FG CL-4605.22FG CL-4604.88FG CL-4604.51FG CL-4604.13FG CL-4603.76FG CL-4603.38FG CL-4603.01FG CL-4602.63 FG CL-4602.26 FG CL-4602.38 FG CL- FG CL- EXISTING GRADECL PROFILE S S M H - 9 ( 4 8 " ∅ ) STA 4+25.38 RIM ELEV=4602.49 I N V I N ( E ) = 4 5 9 6 . 8 1 I N V O U T ( W ) = 4 5 9 6 . 6 1 D E P T H = 5 . 8 8 ' SSMH-21 (48" ∅)STA 0+00.00 RIM ELEV=4606.68 INV OUT (N) = 4599.82 DEPTH = 6.86'SSMH-20 (48" ∅)STA 1+42.98 RIM ELEV=4605.19 INV IN (S) = 4598.78 INV OUT (N) = 4598.58 DEPTH = 6.62'WATER CROSSINGMIN 18" CLEARENCEINV-INV-INV-INV-4599.65INV-4599.46INV-4599.27INV-4599.09INV-4598.90INV-4598.54INV-4598.35INV-4598.16INV-4597.98INV-4597.79INV-4597.60INV-4597.41INV-4597.23INV-4597.04 INV-4596.85 INV- INV- INV- 142.98 LF 8" PVC @ 0.75%239.62 LF 8" PVC @ 0.75% CENTERLINE ROYAL WOLF WAY 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 - 0 + 5 0 0 + 0 0 0 + 5 0 1 + 0 0 1 + 5 0 2 + 0 0 2 + 5 0 3 + 0 0 3 + 5 0 4 + 0 0 4 + 5 0 5 + 0 0 5 + 2 5 EG CL- EG CL-4597.76 EG CL-4597.02 EG CL-4596.00 EG CL-4594.96 EG CL-4594.05 EG CL-4594.00 EG CL-4594.57 EG CL-4595.09 EG CL-4595.01 EG CL-4594.87 EG CL- EG CL- EG CL-4598.05 EG CL-4597.46 EG CL-4596.56 EG CL-4595.44 EG CL-4594.49 EG CL-4593.98 EG CL-4594.25 EG CL-4594.90 EG CL-4595.13 EG CL-4594.92 FG CL- FG CL- FG CL-4598.61 FG CL-4598.31 FG CL-4598.01 FG CL-4597.71 FG CL-4597.25 FG CL-4596.75 FG CL-4596.25 FG CL-4595.75 FG CL-4595.25 FG CL-4594.75 FG CL-4594.36 FG CL-4594.20 FG CL-4594.25 FG CL-4594.52 FG CL-4594.90 FG CL-4595.27 FG CL-4595.53 FG CL-4595.54 FG CL-4595.30 FG CL-4595.39 FG CL- FG CL- E X I S T I N G G R A D E C L P R O F I L E S S M H - 1 3 ( 4 8 " ∅ ) S T A 1 5 + 9 7 . 7 9 R I M E L E V = 4 5 9 5 . 4 5 I N V I N ( E ) = 4 5 8 4 . 7 8 I N V I N ( S ) = 4 5 8 4 . 7 8 I N V O U T ( W ) = 4 5 8 4 . 5 8 D E P T H = 1 0 . 8 7 ' S S M H - 1 8 ( 4 8 " ∅ ) S T A 1 + 6 8 . 1 1 R I M E L E V = 4 5 9 5 . 5 9 I N V I N ( S ) = 4 5 8 7 . 8 3 I N V O U T ( N ) = 4 5 8 7 . 6 3 D E P T H = 7 . 9 6 ' S S M H - 1 9 ( 4 8 " ∅ ) S T A 0 + 0 0 . 0 0 R I M E L E V = 4 5 9 8 . 3 6 I N V O U T ( N ) = 4 5 9 0 . 2 9 D E P T H = 8 . 0 7 ' INV- INV- INV- INV-4589.95 INV-4589.57 INV-4589.20 INV-4588.82 INV-4588.45 INV-4588.07 INV-4587.58 INV-4587.33 INV-4587.08 INV-4586.83 INV-4586.58 INV-4586.33 INV-4586.08 INV-4585.83 INV-4585.58 INV-4585.33 INV-4585.08 INV-4584.83 INV- INV- INV- 1 6 8 . 1 1 L F 8 " P V C @ 1 . 5 0 % 2 8 8 . 8 7 L F 8 " P V C @ 1 . 0 0 % CENTERLINE PRINCE LANE N O R T H W E S T E R N E N E R G Y G A S M A I N VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A B L O C K 1 ( S O U T H ) A N D B L O C K 2 ( N O R T H ) S E W E R M A I N S - - - - S S - 4 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 PRINCE LANE ROYAL WOLF WAY BLOCK 1 (SOUTH) SEWER MAININSTALL 383 LF 8" PVC SDR 35 SEWER PIPETYPE A TRENCH BACKFILLTYPE 1 BEDDING B L O C K 2 ( N O R T H ) S E W E R M A I N I N S T A L L 4 5 5 L F 8 " P V C S D R 3 5 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G 8 8 ° 6 ' 3 4 " ' 9 1 ° 5 3 ' 2 6 " ' 8 7 ° 5 9 ' 2 " ' 9 2 ° 0 ' 5 8 " ' R O Y A L W O L F S E W E R M A I N S E E S H E E T S S - 1 P R I N C E L A N E S E W E R M A I N S E E S H E E T S S - 2 30' WIDE UTILITY ANDACCESS EASEMENTINSTALL 382 L.F. OF 12'WIDE ALL-WEATHERGRAVEL ACCESS ROADSEE DETAIL 3 ON D-1 3 0 ' W I D E U T I L I T Y A N D A C C E S S E A S E M E N T I N S T A L L 3 8 2 L . F . O F 1 2 ' W I D E A L L - W E A T H E R G R A V E L A C C E S S R O A D S E E D E T A I L 3 O N D - 1 N O R T H W E S T E R N E N E R G Y G A S M A I N R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 N G N G N G N G N G N G UCDUCDUCD UCDUCDUCD UCDUCDUCD U C D U C D U C D I R R I G I R R I G UTILUTILUTILUTIL3 UTILUTILUTIL 222PPBPPB U C D U C D U C D 16W16W16W16W16W16W16W16 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W H Y D H Y D H Y D W S W S W S W S W S 16W16W16W H Y D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D -0+500+001+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 LOT 11 0.75 acs. FMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M FMFMFM FM ///////////////////////////////////////////// /// /// // / /// // / /// /// // / /// // / /// /// /// // / /// // / /// /// /// /// /// // / /// //////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / //////OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPBTBTBTBTBT G A S G A S G A S BTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S GAS BP BPNELSON STA 0+70.76 - 83.42' RTFRONTAGE ROAD STA 1+92.95NEW 45 DEG. HORIZ. BEND N E W 6 " G A T E V A L V E S T A 8 + 3 8 . 6 9 - 0 . 0 ' R T 4585 4590 4595 4600 4605 4610 4615 4620 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 4 6 2 0 0+000+501+001+502+002+503+003+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 EG CL-4614.42EG CL-4613.85EG CL-4610.17EG CL-4612.32EG CL-4612.36EG CL-4612.21EG CL-4611.88EG CL-4611.48EG CL-4611.00EG CL-4611.59EG CL-4612.15EG CL-4612.13EG CL-4611.82EG CL-4611.67EG CL-4610.84EG CL-4611.37 EG CL-4611.02 EG CL-4610.67 EG CL-4610.33 EG CL-4609.99 EG CL-4609.44 EG CL-4609.47 EG CL-4609.58 EG CL-4609.39 EG CL-4608.31 EG CL-4608.63 EG CL-4607.79 EG CL-4607.71 EG CL-4607.64 EG CL-4606.84 EG CL-4606.81 EG CL-4606.56 EG CL-4606.24 EG CL-4606.29 EG CL-4605.96 EG CL-4605.78 EG CL-4605.25 EG CL-4604.45 EG CL-4603.80 EG CL-4603.24 EG CL-4602.85 EG CL-4602.80 EG CL-4602.54 EG CL-4602.34 EG CL-4602.18 EG CL-4602.05 EG CL-4601.84 EG CL-4601.58 EG CL-4601.32 FG CL-4614.47FG CL-4613.91FG CL-4613.58FG CL-4613.31FG CL-4613.10FG CL-4612.95FG CL-4612.80FG CL-4612.65FG CL-4612.50FG CL-4612.35FG CL-4612.20FG CL-4612.05FG CL-4611.90FG CL-4611.75FG CL-4611.60FG CL-4611.42 FG CL-4611.17 FG CL-4610.92 FG CL-4610.67 FG CL-4610.42 FG CL-4610.17 FG CL-4609.92 FG CL-4609.67 FG CL-4609.42 FG CL-4609.17 FG CL-4608.92 FG CL-4608.67 FG CL-4608.42 FG CL-4608.17 FG CL-4607.92 FG CL-4607.67 FG CL-4607.42 FG CL-4607.17 FG CL-4606.92 FG CL-4606.67 FG CL-4606.42 FG CL-4606.17 FG CL-4605.92 FG CL-4605.67 FG CL-4605.42 FG CL-4605.17 FG CL-4604.92 FG CL-4604.67 FG CL-4604.42 FG CL-4604.17 FG CL-4603.92 FG CL-4603.67 FG CL-4603.42 FG CL-4603.17 INV-INV-INV-INV-4606.41INV-4606.22INV-4606.03INV-4605.85INV-4605.66INV-4605.47INV-4605.29INV-4605.10INV-4604.91INV-4604.69INV-4604.45INV-4604.22INV-4603.99 INV-4603.75 INV-4603.52 INV-4603.29 INV-4603.05 INV-4602.82 INV-4602.59 INV-4602.35 INV-4602.12 INV-4601.89 INV-4601.66 INV-4601.42 INV-4601.19 INV-4600.96 INV-4600.72 INV-4600.49 INV-4600.26 INV-4600.02 INV-4599.79 INV-4599.56 INV-4599.32 INV-4599.09 INV-4598.86 INV-4598.62 INV-4598.39 INV-4598.16 INV-4597.92 INV-4597.69 INV-4597.46 INV-4597.22 INV-4596.99 INV-4596.76 INV-4596.52 INV-4596.29 P R O P O S E D F G C L P R O F I L E EXISTING GRADECL PROFILE M I N . 6 . 5 ' C O V E R ( T Y P . ) PROPOSED 1 6 " WATER M A I N STA 8+38.69 6" GATE VALVE INV= 4599.58 STA 0.70+7645 DEG. HORIZ. BENDINV= 4606.36 A P P R O X I M A T E L O C A T I O N O F 4 " G A S P I P E L I N E C R O S S I N G 1 8 " M I N I M U M V E R T I C A L S E P A R A T I O N C O N T R A C T O R T O F I E L D V E R I F Y VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S E W E R F O R C E M A I N S T A 0 + 0 0 T O 1 3 + 5 0 S S - 5 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 MATCH LINE SEE SHEET SS-6 N E L S O N R O A D N E L S O N R O A D S E W E R F O R C E M A I N I N S T A L L 1 , 3 0 1 L F 6 " P V C C 9 0 0 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G R O Y A L W O L F W A Y M D T F A C I L I T Y C O S 4 7 3 F FRONTAGE ROAD N O R T H W E S T E R N E N E R G Y G A S M A I N P R O P O S E D 1 6 " W A T E R M A I N MATCH LINE SEE SHEET SS-8 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 U C D U C D U C D I R R I G I R R I G 16W 16W 16W 16W 16W16W16W16W16W16W16W16W16W16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W HY D H Y D HYD W S WS WS15SD 1 8 S D 1 8 S D 1 8 S D 1 8 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 15SD15SD15SD15SD15SD15SD15SD 1 5 S D D D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D D D D 1 5 S D D 12+0013+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 LOT 6 2.59 acs. LOT 7 1.16 acs. FMFMFMFMFMFMFMFMFMFM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M /// // / /// // / /// // / /// // / /// /// // / /// /// // / /// /// // / /// // / /// /// // / /////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / GASBTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T BTBTBTBTBTBTBTBTBTBT B T B T B T B T B T B T B T B T B T B T B T B T B T B T GASGASGASGASGASGAS G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S /// /// / / / / / / / / / / / / N E W 6 " G A T E V A L V E S T A 1 7 + 6 6 . 9 7 - 0 . 0 ' L T S T A 2 2 + 9 9 . 8 5 N O R T H B N D R Y S T A 1 3 + 8 9 . 5 N E W 9 0 D E G H O R I Z . B E N D 4570 4575 4580 4585 4590 4595 4600 4605 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 12+0012+5013+0013+5014+0014+5015+0015+50 1 6 + 0 0 1 6 + 5 0 1 7 + 0 0 1 7 + 5 0 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 2 1 + 5 0 2 2 + 0 0 2 2 + 5 0 2 3 + 0 0 2 3 + 5 0 2 4 + 0 0 EG CL-4601.32EG CL-4600.99EG CL-4600.55EG CL-4600.35EG CL-4600.31EG CL-4600.14EG CL-4599.93EG CL-4599.80EG CL-4599.41EG CL-4599.10EG CL-4598.90EG CL-4598.75EG CL-4598.45EG CL-4598.25EG CL-4598.21EG CL-4597.82 EG CL-4597.54 EG CL-4597.59 EG CL-4597.41 EG CL-4597.13 EG CL-4596.87 EG CL-4596.73 EG CL-4596.44 EG CL-4596.21 EG CL-4596.13 EG CL-4595.87 EG CL-4595.51 EG CL-4595.19 EG CL-4594.90 EG CL-4594.56 EG CL-4594.29 EG CL-4593.94 EG CL-4593.47 EG CL-4593.27 EG CL-4593.26 EG CL-4593.03 EG CL-4592.66 EG CL-4592.49 EG CL-4592.46 EG CL-4592.39 EG CL-4592.24 EG CL-4591.93 EG CL-4591.73 EG CL-4591.32 EG CL-4590.55 EG CL-4591.79 EG CL-4591.62 EG CL- EG CL- FG CL-4603.17FG CL-4602.92FG CL-4602.67FG CL-4602.42FG CL-4602.17FG CL-4601.92FG CL-4601.67FG CL-4601.42FG CL-4601.17FG CL-4600.92FG CL-4600.67FG CL-4600.42FG CL-4600.17FG CL-4599.92FG CL-4599.67FG CL-4599.42 FG CL-4599.17 FG CL-4598.92 FG CL-4598.67 FG CL-4598.42 FG CL-4598.17 FG CL-4597.92 FG CL-4597.67 FG CL-4597.42 FG CL-4597.17 FG CL-4596.92 FG CL-4596.67 FG CL-4596.42 FG CL-4596.17 FG CL-4595.92 FG CL-4595.67 FG CL-4595.42 FG CL-4595.17 FG CL-4594.92 FG CL-4594.67 FG CL-4594.42 FG CL-4594.17 FG CL-4593.91 FG CL-4593.64 FG CL-4593.37 FG CL-4593.10 FG CL-4592.82 FG CL-4592.55 FG CL-4592.28 FG CL-4592.01 FG CL- FG CL- FG CL- FG CL- P R O P O S E D F G C L P R O F I L E EXISTING GRADECL PROFILE M I N . 6 . 5 ' C O V E R ( T Y P . ) STA 21+44.83 DEFLECT PIPE JOINTS INV = 4587.17 STA 13+89.50 90 DEG HORIZ. BEND INV= 4582.07 P R O P O S E D 1 6 " W A T E R M A I N INV-4596.29INV-4596.06INV-4595.82INV-4595.59INV-4595.36INV-4595.12INV-4594.89INV-4594.66INV-4594.42INV-4594.19INV-4593.96INV-4593.72INV-4593.49INV-4593.26INV-4593.02 INV-4592.79 INV-4592.56 INV-4592.32 INV-4592.09 INV-4591.86 INV-4591.62 INV-4591.39 INV-4591.16 INV-4590.92 INV-4590.69 INV-4590.46 INV-4590.23 INV-4589.99 INV-4589.76 INV-4589.53 INV-4589.30 INV-4589.06 INV-4588.83 INV-4588.60 INV-4588.37 INV-4588.13 INV-4587.90 INV-4587.67 INV-4587.30 INV-4586.43 INV-4585.55 INV-4584.67 INV-4583.80 INV-4582.92 INV- INV- INV- INV- INV- STA 17+66.97 6" GATE VALVE INV= 4590.92 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N E L S O N R O A D S E W E R F O R C E M A I N S T A 1 3 + 5 0 T O 2 3 + 0 0 S S - 6 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 NEL S O N R O A D N E L S O N R O A D S E W E R F O R C E M A I N I N S T A L L 9 5 0 L F 6 " P V C C 9 0 0 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G P R I N C E L A N E MATCH LINESEE SHEET SS-5 P R O P E R T Y B O U N D A R Y ( T Y P . ) N O R T H B O U N D A R Y F O R C E M A I N S E E S H E E T S S - 7 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 PETROPETROPETROUCDUCDUCD 16W 16W 16W 16W H Y D HYDWS BO 2 4 S D 2 4 S D 2 4 S D 2 4 S D 2 4 S D 1 8 S D 1 8 S D 1 8 S D 1 8 S D 1 8 S D 24SD 24SD 24SD 24SD 24SD24SD24SD24SD24SD24SD24SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD 15SD DD D D D LIFT STATION TRACT0.08 acs.S T O R M W A T E R T R A C T 1 0 . 8 0 a c s . S T O R M W A T E R T R A C T 2 0 . 6 8 a c s . PETROPETROPETRO8S8S8S FM FM FM FM 8S FMFMFMFMFMFMFMFMF M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M 0+001+002+003+004+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+40 / / / / / / / / / / / / / / / / / / / / / / / / /////////////// PETRO PETRO PETRO PETRO PETRO BT BT BT BT BT BT GAS GAS GAS /// /// / / / ///////// N E W 6 " G A T E V A L V E S T A 7 + 6 2 . 8 3 - 0 . 0 ' R T N E W 6 " G A T E V A L V E S T A 5 + 2 9 . 7 1 - 0 . 0 ' R T S T A 1 3 + 8 9 . 5 - 0 . 0 ' L T N E W 9 0 D E G H O R I Z . B E N D STA 0+5090 DEG HORIZ. BENDSEE SHEET M-145654570457545804585459045954600 4 5 6 5 4 5 7 0 4 5 7 5 4 5 8 0 4 5 8 5 4 5 9 0 4 5 9 5 4 6 0 0 0+000+501+001+502+002+503+003+504 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 1 4 + 0 0 1 4 + 2 5 EG CL-4590.68EG CL-4590.19EG CL-4589.56EG CL-4589.03EG CL-4588.43EG CL-4587.81EG CL-4587.36EG CL-4586.99EG CL-4587.06EG CL-4587.18EG CL-4587.57EG CL-4588.09EG CL-4588.21EG CL-4588.28EG CL-4588.41EG CL-4588.37EG CL-4588.06 EG CL-4587.70 EG CL-4587.21 EG CL-4586.37 EG CL-4585.90 EG CL-4585.55 EG CL-4585.44 EG CL-4583.40 EG CL-4584.08 EG CL-4583.40 EG CL-4584.11 EG CL-4585.70 EG CL-4588.89 EG CL- EG CL- EG CL-4590.60 EG CL-4590.80 EG CL-4590.96 EG CL-4591.05 EG CL-4591.08 EG CL-4591.06 EG CL-4590.94 EG CL-4590.80 EG CL-4590.76 EG CL-4590.83 EG CL-4590.97 EG CL-4591.06 EG CL-4591.09 EG CL-4591.13 EG CL-4591.09 EG CL-4591.02 EG CL- EG CL-4590.91 EG CL-4591.01 EG CL-4591.06 EG CL-4591.16 EG CL-4591.27 EG CL-4591.32 EG CL-4591.42 EG CL-4591.52 EG CL-4591.69 EG CL-4591.52 FG CL-4590.68FG CL-4590.19FG CL-4589.56FG CL-4589.03FG CL-4588.43FG CL-4587.81FG CL-4587.36FG CL-4586.99FG CL-4587.06FG CL-4587.18FG CL-4587.57FG CL-4588.09FG CL-4588.21FG CL-4588.28FG CL-4588.41FG CL-4588.37 FG CL-4588.06 FG CL-4587.70 FG CL-4587.21 FG CL-4586.37 FG CL-4585.90 FG CL-4585.55 FG CL-4585.44 FG CL-4583.40 FG CL-4584.08 FG CL-4583.40 FG CL-4584.11 FG CL-4585.70 FG CL-4588.89 FG CL- FG CL- FG CL-4590.60 FG CL-4590.80 FG CL-4590.96 FG CL-4591.05 FG CL-4591.08 FG CL-4591.06 FG CL-4590.94 FG CL-4590.80 FG CL-4590.76 FG CL-4590.83 FG CL-4590.97 FG CL-4591.06 FG CL-4591.09 FG CL-4591.13 FG CL-4591.09 FG CL-4591.02 FG CL- FG CL-4590.91 FG CL-4591.01 FG CL-4591.06 FG CL-4591.16 FG CL-4591.27 FG CL-4591.32 FG CL-4591.42 FG CL-4591.52 FG CL-4591.69 FG CL-4591.52 INV-INV-INV-4582.59INV-4582.07INV-4581.54INV-4581.02INV-4580.50INV-4579.97INV-4579.87INV-4579.80INV-4579.74INV-4579.67INV-4579.61INV-4579.54INV-4579.48INV-4579.41 INV-4579.35 INV-4579.28 INV-4579.22 INV-4579.15 INV-4578.80 INV-4578.36 INV-4577.92 INV-4577.48 INV-4577.55 INV-4577.71 INV-4577.87 INV-4578.03 INV-4578.46 INV-4579.89 INV-4581.32 INV-4582.07 INV-4582.07 INV-4582.07 INV-4582.08 INV-4582.08 INV-4582.09 INV-4582.09 INV-4582.09 INV-4582.10 INV-4582.10 INV-4582.10 INV-4582.11 INV-4582.11 INV-4582.11 INV-4582.12 INV-4582.12 INV-4582.12 INV-4582.13 INV-4582.13 INV-4582.13 INV-4582.14 INV-4582.14 INV-4582.14 INV-4582.15 INV-4582.15 INV- INV- MIN. 6.5' COVER (TYP.) STA 4+81.24 DEFLECT PIPE JOINTS INV = 4579.14 STA 5+78.82 DEFLECT PIPE JOINTS INV = 4577.41 STA 6+94.66 DEFLECT PIPE JOINTS INV = 4578.15 STA 13+89.50 90 DEG HORIZ. BEND INV= 4582.07 M I N 1 8 " C L E A R A N C E E X I S T I N G G R A D E C L P R O F I L E P R O P O S E D 1 6 " W A T E R M A I N STA 1+76.98DEFLECT PIPE JOINTSINV = 4579.93 STA 5+29.71 6" GATE VALVE INV= 4578.20 STA 7+62.83 6" GATE VALVE INV= 4581.97 STA 0+49.9690° HORIZ. BENDINV = 4582.59 ± 1 6 L F P I P E I N S U L A T I O N 3 D - 2 S T A 5 + 2 9 . 7 3 T O 7 + 6 2 . 8 1 : I N S T A L L C L A S S 5 1 D . I . P I P E W I T H J O I N T R E S T R A I N T S ( E B A A 1 7 0 0 O R E Q U A L ) VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A N O R T H B O U N D A R Y S E W E R F O R C E M A I N S T A 0 + 0 0 T O E N D S S - 7 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 PROPERTY LINE (TYP.)ROYAL WOLF WAY NELSON ROAD N O R T H B O U N D A R Y S E W E R F O R C E M A I N I N S T A L L 1 , 3 4 0 L F 6 " P V C C 9 0 0 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G CATTAIL C R E E K P R O P O S E D S T O R M D R A I N ( T Y P . ) N E L S O N R O A D F O R C E M A I N S E E S H E E T S S - 6 AB: 4" INSULATION INSTALLEDBETWEEN STORM DRAIN ANDFORCE MAIN PIPE R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 O H P O H P B T B T N G N G N G B P B P B P < O O B T B T B T SS SS W W UCDUCDUCDUCDUCDUCDUCDUCDUCDUTILUTILUTILUTILUTILUTILUTILPPBPPB16W 16W 16W 16W 16W 16W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 1 6 W 16W16W16W H Y D HYDFM FM FM FM FM FM FM F M F M F M F M F M F M F M F M F M F M F M FMFMFMFM FM FM FM FM FM FM FM FM 0+001+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 1 2 . 0 0 STA 1+92.95 - 9.97' RTNEW 45 DEG. HORIZ. BEND STA 2+48.96 - 18.81' RTNEW 11.25 DEG HORIZ . B E N D /////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////// // / /// // / /// /// // / /// // / /// /// // / /// // / /// /// // / /// // / ///OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P OHP OHP OHP BTBTBTBT BTBTBT B T B T B T B T B T B T B T B T B T B T B T BT BT BT BT BTBTBTBTBTBTGASGASGASBP E F M E F M E F M E 8 W E 8 W E 8 W EFM EFM EFM EFM EFM EFM EFM E8W E8W E8W E8W E8W E8W NELSON STA 0+70.76 - 83.42' RTFRONTAGE ROAD STA 1+92.95NEW 45 DEG. HORIZ. BEND 1 3 . 0 0 S T A 8 + 1 9 . 1 2 - 1 2 . 1 6 ' R T N E W 4 5 D E G H O R I Z B E N D I N S T A L L C A R S O N I T E P O S T @ S U R F A C E S T A 8 + 5 2 . 4 3 - 4 5 . 4 7 ' R T N E W 4 5 D E G . H O R I Z B E N D F M F M FM FM FM FM P V - F R O N T A G E - R D 4590 4595 4600 4605 4610 4615 4620 4625 4 5 9 0 4 5 9 5 4 6 0 0 4 6 0 5 4 6 1 0 4 6 1 5 4 6 2 0 4 6 2 5 0+000+501+001+502+002+503+003+50 4 + 0 0 4 + 5 0 5 + 0 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 7 + 5 0 8 + 0 0 8 + 5 0 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 1 1 + 0 0 EG CL-4612.17EG CL-4612.39EG CL-4612.48EG CL-4612.42EG CL-4612.39EG CL-4612.41EG CL-4612.80EG CL-4613.41EG CL-4612.94EG CL-4613.38EG CL-EG CL-4616.20EG CL-4617.09EG CL-4617.47EG CL-4617.63EG CL-4618.08 EG CL-4618.41 EG CL-4618.56 EG CL-4618.87 EG CL-4618.67 EG CL-4617.59 EG CL-4617.87 EG CL-4620.93 EG CL-4620.78 EG CL-4621.27 EG CL-4621.61 EG CL-4621.79 EG CL-4621.37 EG CL-4619.97 EG CL-4619.38 EG CL-4621.51 EG CL-4621.60 EG CL-4622.52 EG CL-4622.26 EG CL-4621.37 EG CL-4619.32 EG CL-4619.32 EG CL-4619.53 EG CL-4619.67 EG CL-4620.00 EG CL-4620.38 EG CL-4620.52 EG CL-4620.85 EG CL-4621.26 EG CL-4621.70 FG CL-4612.84FG CL-FG CL-FG CL-4613.25FG CL-4613.05FG CL-4613.48FG CL-4614.48FG CL-4614.26FG CL-FG CL-FG CL-FG CL-FG CL-FG CL-FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- INV-INV-INV-INV-INV-INV-INV-INV-INV-4606.51INV-4606.76INV-4607.03INV-4607.29INV-4607.56INV-4607.83INV-4608.09 INV-4608.36 INV-4608.62 INV-4608.89 INV-4609.15 INV-4609.42 INV-4609.68 INV-4609.95 INV-4610.21 INV-4610.48 INV-4610.75 INV-4611.01 INV-4611.28 INV-4611.54 INV-4611.81 INV-4612.02 INV-4612.03 INV-4612.03 INV-4612.04 INV-4612.04 INV-4612.05 INV-4612.24 INV-4612.46 INV-4612.69 INV-4612.91 INV-4613.13 INV-4613.35 INV-4613.57 INV-4613.79 INV-4614.01 INV-4614.23 STA 1+92.9545 DEG. HORIZ. BENDINV= 4606.36STA 2+48.9611.25 DEG HORIZ. BENDINV= 4606.91 MIN. 6.5' COVER (TYP.)STA 3+73.39 DEFLECT PIPE JOINTS INV = 4608.34 P R O P O S E D 1 6 " W A T E R M A I N E X I S T I N G G R A D E A T P R O P E R T Y L I N E R E - G R A D E L O W S P O T T O E N S U R E A D E Q U A T E C O V E R S T A 8 + 5 2 . 4 3 4 5 D E G . H O R I Z B E N D I N V = 4 6 1 1 . 9 6 S T A 8 + 1 9 . 1 2 4 5 D E G H O R I Z B E N D I N V = 4 6 1 1 . 9 3 M I N . 1 . 5 ' C L E A R A N C E S T A 7 + 2 0 . 1 9 D E F L E C T P I P E J O I N T S I N V = 4 6 1 2 . 0 2 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\SEWER.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A F R O N T A G E R O A D S E W E R F O R C E M A I N S T A 0 + 0 0 T O 1 1 + 0 0 S S - 8 C P K C P K M E E 0 2 / 2 0 1 9 1CITY REVIEW05/17/2019CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 2MDEQ REVIEW 06/07/2019 CPK B O Z E M A N F R O N T A G E R O A D NELSON ROAD P R O P E R T Y L I N E ( T Y P . ) R A I L R O A D R / W 0 V E R T . S C A L E I N F E E T 0 H O R I Z . S C A L E I N F E E T 2 . 5 5 5 1 0 2 5 5 0 5 0 1 0 0 M D T F A C I L I T Y C O S 4 7 3 F E X I S T I N G 1 . 5 " M D T S E W E R F O R C E M A I N F R O N T A G E R O A D S E W E R F O R C E M A I N I N S T A L L 9 0 8 L F 6 " P V C C 9 0 0 S E W E R P I P E T Y P E A T R E N C H B A C K F I L L T Y P E 1 B E D D I N G MATCH LINESEE SHEET SS-5 O V E R H E A D P O W E R ( T Y P . ) LIGHT POLE TO BE REMOVED B U R I E D T E L E P H O N E ( T Y P . ) MATCH LINE SEE SHEET SS-9 A P P R O X I M A T E L O C A T I O N F O R T H E F U T U R E C I T Y O F B O Z E M A N D A V I S L A N E L I F T S T A T I O N C I P # W W I F 2 4 F U T U R E S E W E R F O R C E M A I N C O N N E C T I O N R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 3RECORD DRAWINGSCJF12/19/2019 A B : N O T I N S T A L L E D U N D E R T H I S C O N T R A C T A B : N O T I N S T A L L E D U N D E R T H I S C O N T R A C T 1'14'BLVD 2'CURB AND GUTTER22' 2 2 ' 2 ' C U R B A N D G U T T E R 2.00%2.00%21'48' TBC TO TBCSTANDARD CURBSEE COB STD DWG 02528-1 M I N . 1 8 " U N C R U S H E D S U B - B A S E C O U R S E 3"-1" WASHED ROCKTYPICAL 3 . 0 0 % 3.00%6" THICK 6 " 1 1 2 " - M I N U S C R U S H E D G R A V E L B A S E C O U R S E 4 " A S P H A L T P A V E M E N T C O M P A C T E D S U B G R A D E 6'SIDEWALK CL M I R A F I R S 5 8 0 i S U B G R A D E S E P A R A T I O N F A B R I C O R E N G I N E E R A P P R O V E D E Q U A L 90' ROW 1 4 ' B L V D 6 ' S I D E W A L K 1 ' 2 . 0 0 % 2 . 0 0 % 2 1 ' EXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)60' ROW12.00'6.5'BLVD 2'CURB AND GUTTER15.5'15. 5 ' 2 ' C U R B A N D G U T T E R 6 . 5 ' B L V D 5 ' S I D E W A L K 1 2 . 0 0 ' 2.00%2.00% 2 . 0 0 % 2 . 0 0 % 12.5'35' TBC TO TBC 1 2 . 5 ' STANDARD CURBSEE COB STD DWG 02528-1 M I N . 1 8 " U N C R U S H E D S U B - B A S E C O U R S E 3"-1" WASHED ROCKTYPICAL 3.00%3.00%4" THICK 6 " 1 1 2 " - M I N U S C R U S H E D G R A V E L B A S E C O U R S E 3 " A S P H A L T P A V E M E N T C O M P A C T E D S U B G R A D E 5'SIDEWALK CL M I R A F I R S 5 8 0 i S U B G R A D E S E P A R A T I O N F A B R I C O R E N G I N E E R A P P R O V E D E Q U A L EXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.) 9 " 8 " ( M I N ) D E P T H S C A R I F I E D , M O I S T U R E C O N D I T I O N E D , & R E C O M P A C T E D S U B G R A D E N O T E S : 1 . P R I O R T O P L A C E M E N T O F T H E B A S E C O U R S E , T H E E X P O S E D S U B G R A D E S H A L L B E S C A R I F I E D T O A M I N I M U M D E P T H O F E I G H T I N C H E S ( 8 " ) B E L O W E X I S T I N G G R A D E , M O I S T U R E C O N D I T I O N E D , A N D R E C O M P A C T E D T O 9 5 % ( M I N I M U M ) O F M A X I M U M 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 6 9 8 . 2 . A G G R E G A T E S U B - B A S E C O U R S E S H A L L C O N F O R M T O S E C T I O N 0 2 2 3 4 O F T H E M P W S S A N D I N C O R P O R A T E A M A X I M U M P A R T I C L E S I Z E O F T H R E E I N C H E S ( 3 " ) . 3 . A G G R E G A T E B A S E C O U R S E S H A L L C O N F O R M T O S E C T I O N 0 2 2 3 5 O F T H E M P W S S A N D I N C O R P O R A T E A M A X I M U M P A R T I C L E S I Z E O F O N E A N D O N E - H A L F I N C H E S ( 1 - 1 / 2 " ) . 4 . A G G R E G A T E B A S E C O U R S E S H A L L B E C O M P A C T E D T O A M I N I M U M O F 9 5 % O F T H E M A X I M U M D R Y 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 6 9 8 . N A T I V E G R O U N D 3 " M I N I M U M D E P T H O F 1 - 1 / 2 " M I N U S C R U S H E D B A S E C O U R S E M I N I M U M D E P T H O F 6 " M I N U S P I T R U N C O M P A C T E D R O A D S O I L S P E R P L A N . 3 - 1 2 " A - 2 0 0 0 U T I L I T Y C U L V E R T S W I T H E N D C A P S A N D B A N D F I N I S H G R A D E A S P H A L T D E P T H P E R P L A N M I N 1 2 " M I N 3 0 " M A X 4 0 " N O T E S : 1 . E X T E N D C O N D U I T S 3 F T P A S T B A C K O F S I D E W A L K . 2 . M A I N T A I N M I N 4 F T F R O M P A R A L L E L S I D E W A L K S A T I N T E R S E C T I O N S . 3 . I N S T A L L C A P S A N D L O C A T E D I S K S O N C O N D U I T E N D S . 4 . B E D A L L P I P E I N A C C O R D A N C E W I T H M P W S S S T D . D W G . N O 0 2 2 2 1 - 1 , T Y P I C A L U T I L I T Y T R E N C H D E T A I L S . 1 . C U L V E R T F O R E L E C T R I C 2 . S E C O N D C U L V E R T F O R C O M M U N I C A T I O N S 3 . T H R I D C U L V E R T F O R N A T U R A L G A S C L A S S 1 R I P R A P C L 1 2 " T H I C K C L A S S 1 R I P R A P W I T H G R A V E L F I L L 5 . 0 ' 9 . 0 ' 7 . 0 0 ' B E D D I N G A N D B A C K F I L L S H A L L B E C O M P A C T E D T O 9 5 % O F M A X . D R Y D E N S I T Y , A S T M D 6 9 0 . I N S T A L L P E R M P W S E C T I O N 0 2 7 2 5 . 1 . 0 ' E X I S T I N G C H A N N E L B A N K F U L L W I D T H = 5 . 5 ' - 7 . 5 ' C H A N N E L B O T T O M 1'-6"2'-0" MIN.4"4"TYP. SECTIONSEE DETAIL4' MAX. TO FIRST CONTRACTION JOINT 2 U N I T S M I N S I T E S P E C I F I C G E O T E X I L E P E R M A N U F A C T U R E R . 1 4 1 ' T H I C K N A T I V E S O I L C O M P A C T E D B A C K F I L L W I T H N A T I V E M A T E R I A L A N D C O M P A C T I N S T A L L A R M O R F L E X C O N C R E T E B L O C K C L A S S 5 0 O P E N C E L L P E R M A N U F A C T U R E R ' S R E Q U I R E M E N T S F I L L V O I D S A N D O P E N C E L L S W I T H N A T I V E S O I L 1 ' M I N . 2 U N I T S M I N 209.01' K E Y G E O T E X I L E P E R M A N U F A C T U R E R S R E C O M M E N D A T I O N P O N D B O T T O M AL L W E A T H E R G R A V E L A C C E S S R O A D , S E E D E T A I L 3 O N D - 1 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\DETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A T Y P I C A L S E C T I O N A N D R O A D W A Y D E T A I L S D - 1 C P K C P K M E E 0 5 / 2 0 1 9 1 COB Review5/17/19 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N NELSON ROAD SECTIONSCALE: NTS 1LOCAL ROAD SECTIONSCALE: NTSROYAL WOLF WAY AND PRINCE LANE 2 A L L - W E A T H E R S E W E R A C C E S S R O A D S E C T I O N S C A L E : N T S 3 U T I L I T Y C O N D U I T C O N N E C T I O N S C A L E : N T S 4 9 ' x 5 ' B O X C U L V E R T S C A L E : N T S 5 SIDEWALK THICKENED EDGESCALE: NTS 6 A R M O R F L E X B A N K P R O T E C T I O N D E T A I L S C A L E : N T S 7 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 "C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZE VALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"1-1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"1-1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"1-3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES. M J G L A N D M J V A L V E M J G L A N D D . I . P I P E D . I . P I P E M J T E E D . I . P I P E D . I . P I P E M J G L A N D C O N C R E T E T H R U S T B L O C K ( T Y P ) U N D I S T U R B E D E A R T H ( T Y P ) M J G L A N D M J V A L V E D . I . P I P E 3 / 4 " M I N . C O R R O S I O N R E S I S T A N T A L L T H R E A D R E S T R A I N I N G R O D , C O N F O R M I N G T O A S T M A 2 4 2 - 8 1 , I N S T A L L E D I N H A L F T H E A V A I L A B L E M E C H A N I C A L J O I N T B O L T H O L E S ( T Y P ) W H E R E N E C E S S A R Y , C L A M P I N G L U G S ( R O M A C " D U C T I L E L U G " O R E Q U A L ) D E S I G N E D T O F I T D U C T I L E I R O N ( D . I . ) P I P E , A N D C O N F O R M I N G T O A S T M 5 3 6 - 8 0 M A Y B E U S E D I N C O N J U N C T I O N W I T H T H E R E S T R A I N I N G R O D S . 8 " 6 " M I N 1 2 " M A X 4 ' - 0 " 2 " T H I C K S A N D C U S H I O N G R A N U L A R B E D D I N G M A T E R I A L ( T Y P ) W A T E R O R S E W E R L I N E T R E N C H B O T T O M TRENCH WALL TRENCH WALL A L T . " B " I N S T A L L A T I O N ( T O P & B O T H S I D E S ) : 4 " T H I C K I N S U L A T I O N B O A R D - 8 ' M I N L E N G T H A L O N G W A T E R O R S E W E R L I N E A L T . " A " ( T O P O N L Y ) I N S T A L L A T I O N ( T O P O N L Y ) : 4 " T H I C K x 8 ' W I D E I N S U L A T I O N B O A R D C E N T E R E D O V E R W A T E R O R S E W E R L I N E - 8 ' M I N L E N G T H A L O N G W A T E R O R S E W E R L I N E * F O R C U L V E R T C R O S S I N G S , P R O V I D E 1 8 " M I N 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 C U L V E R T A N D W A T E R O R S E W E R L I N E * 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 A N D / O R S E W E R L I N E S W I T H L E S S T H A N 6 ' - 6 " C O V E R T O F I N I S H E D G R A D E O R W I T H I N 2 ' B E L O W A C U L V E R T . N O T I F Y E N G I N E E R P R I O R T O P L A C I N G I N S U L A T I O N . 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 . I N S U L A T I O N S H A L L E X T E N D A M I N I M U M O F 4 ' B E Y O N D T H E O U T E R W A L L S O F T H E C U L V E R T . 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 . 4 . S A N D M A Y B E U S E D T O P R O V I D E T H E B A S E . I N S U L A T I O N S H A L L B E C O V E R E D W I T H 1 2 " O F S A N D O R O T H E R O T H E R S U I T A B L E G R A N U L A R B A S E P R I O R T O C O M P A C T I O N O R A D D I T I O N A L B A C K F I L L I N G . CL T Y P E I P I P E B E D D I N G C O M P A C T E D T H O R O U G H L Y 5.0'9.0' I N S U L A T I O N B O A R D S 4 " T H I C K S E E D E T A I L 2 S H E E T D - 2 8 " O R 1 6 " Ø D I W A T E R M A I N C E N T E R E D I N C A S I N G C A S I N G E N D S E A L ( T Y P . ) R E S T R A I N T S I N A L L J O I N T S 2 4 " Ø S T E E L C A S I N G F O R 1 6 " W A T E R M A I N 1 2 " Ø S T E E L C A S I N G F O R 8 " W A T E R M A I N BOLT ON HIGH DENSITY CASING INSULATORSPACED 1 FOOT MAX. FROM JOINTSSPACED 6 FOOT IN STRAIGHT LENGTHS.1.006.00 5 ' x 9 ' B O X C U L V E R T S E E D E T A I L 5 S H E E T D - 1 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\DETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A W A T E R D E T A I L S D - 2 C P K C P K M E E 0 2 / 2 0 1 9 1 COB Review 5/17/19 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N T Y P I C A L V A L V E / T E E R E S T R A I N T S C A L E : N T S 2 THRUST BLOCKING FOR WATER MAIN VALVESSCALE: NTS 1 P I P E I N S U L A T I O N S C A L E : N T S 3 WATER MAIN CASING D E T A I L SCALE: NTS 4 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019 S L O P E S H E L F A T 1 " P E R F O O T R A D I U S O F M A N H O L E S E C T I O N A - A F R A M E A N D C O V E R T O B E E I T H E R D & L A - 1 1 7 2 R I N G & A - 1 1 7 8 C O V E R , E J I W 3 7 7 1 / 3 7 7 2 S E R I E S , O R A P P R O V E D E Q U A L . ( C O V E R S S H A L L B E S T A M P E D W I T H T H E W O R D S " S A N I T A R Y S E W E R " O R " S T O R M S E W E R " A S A P P R O P R I A T E A N D H A V E T W O 1 " P I C K H O L E S ) M A N H O L E R I N G A N D C O V E R S H A L L B E A D J U S T E D T O G R A D E O F P A V E M E N T S U R F A C E A S R E Q U I R E D U S I N G V A R I A B L E L E N G T H S E C T I O N S A S R E Q U I R E D M A N H O L E S T E P S A T 1 6 " O N C E N T E R 2 4 " O R 2 7 " O P E N I N G A D J U S T A B L E R I N G S 4 " M I N T O 1 2 " M A X F L A T S L A B C O V E R C U T O U T S A S R E Q U I R E D A A C H A N N E L = 1 / 2 D I A M E T E R O F P I P E S H E L F : S L O P E A T 1 " P E R F O O T T O W A R D S C H A N N E L S E E C H A N N E L D E T A I L P R E C A S T O R P O U R E D - I N - P L A C E B A S E . P O U R E D - I N - P L A C E B A S E , M I N I M U M C O N C R E T E T H I C K N E S S B E L O W P I P E I S E I G H T I N C H E S ( 8 " ) . P R E C A S T B A S E , M I N I M U M T H I C K N E S S T O B E S I X I N C H E S ( 6 " ) . P O U R E D - I N - P L A C E B A S E T O E X T E N D B E Y O N D O U T E R E D G E O F M A N H O L E W A L L . N O T E S : 1 . A L L J O I N T S B E T W E E N M A N H O L E S E C T I O N S , A D J U S T I N G R I N G S , M A N H O L E R I N G & T O P S E C T I O N , A N D A R O U N D P I P E I N T O M A N H O L E S H A L L B E W A T E R T I G H T . J O I N T I N G M A T E R I A L S H A L L B E " R A M - N E K " O R A P P R O V E D E Q U A L F O R A L L J O I N T S E X C E P T B E T W E E N P I P E A N D M A N H O L E W A L L . 2 . A D J U S T I N G R I N G S A N D C A S T I N G S H A L L B E C E N T E R E D O N M A N H O L E . 3 . R E M O V E S H I M S A N D G R O U T A N Y G A P S B E T W E E N T H E C A S T I N G , A D J U S T I N G R I N G S , A N D B A R R E L . R E M O V E E X C E S S G R O U T . 4 . G R O U T A L L L I F T I N G H O L E S I N B A R R E L . 5 . A L L L A T E R A L P I P E S S H A L L B E F I N I S H E D F L U S H W I T H I N N E R B A R R E L W A L L . N O T E : S T O R M D R A I N M A N H O L E S S H A L L N O T H A V E F O R M E D C H A N N E L S A N D T H E L O W E S T P I P E I N V E R T S H A L L B E N I N E I N C H E S ( 9 " ) H I G H E R T H A N T H E B O T T O M O F T H E M A N H O L E . AS REQUIRED USINGVARIABLE LENGTH SECTIONS AS REQUIREDMANHOLE STEPS AT16" ON CENTER 24" OPENINGFLAT SLAB COVERCUTOUTS ASREQUIREDPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, ADJUSTING RINGS, MANHOLERING & TOP SECTION, AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR APPROVEDEQUAL FOR ALL JOINTS EXCEPT BETWEEN PIPE AND MANHOLE WALL.2.ADJUSTING RINGS AND CASTING SHALL BE CENTERED ON MANHOLE.3.REMOVE SHIMS AND GROUT ANY GAPS BETWEEN THE CASTING, ADJUSTINGRINGS, AND BARREL. REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITH INNER BARREL WALL.MATCH TOP OFCURB ELEVATION EJIW 7030 SERIESCURB INLET FRAME,GRATE, & CURB HOOD9" SUMP FRAME AND COVER TO BE EITHER D&L A-1172 RING A-1178 C O V E R , EJIW 3771 / 3772 SERIES, OR APPROVED EQUAL(COVERS SHALL BE STAMPED WITH THE WORDS "SANITARY S E W E R " AND HAVE TWO ONE-INCH (1") PICK HOLES)NOTE:FURNISH ONE-HALF INCH BY ONE-HALF IN C H ( 1 / 2 " x 1 / 2 " ) N O N - C O R R O S I V E STEEL ROD STEPS, TWELVE-INCHES (12") IN WID T H , E N C A S E D W I T H POLYPROPYLENE. ENSURE STEPS WITHSTAND 4 0 0 P O U N D V E R T I C A L L O A D S A N D 1,000 POUND PULL-OUT RESISTANCE. STEPS SHA L L L I N E U P A B O V E T H E M A N H O L E OUTLET.MANHOLE STEPS ON16" CENTERS PRECAST REINFORCED CONC R E T E M A N H O L E R I S E R A N D E C C E N T R I C C O N E TOP MANUFACTURED IN ACCO R D A N C E W I T H A S T M D E S I G N A T I O N C - 4 7 8 (TYPICAL FORPOURED-IN-PLACE BASES)SLOPE SHELF AT ONEINCH (1") PER FOOTTOWARD CHANNEL.POSITIVE SEAL PSX GASKETS FO R S A N I T A R Y S E W E R P I P E C O N N E C T I O N R E Q U I R E D . STORM DRAINS SHALL BE CONN E C T E D U S I N G A R U B B E R G R O U T I N G R I N G . PRE-CASTCHANNELFLOWLINE GROUT INVERT TO SP R I N G L I N E OF PIPE IF GAP BETW E E N P I P E AND CHANNEL IS GRE A T E R THAN ONE-EIGHTH IN C H ( 1 / 8 " ) PRE-CAST ORPOURED-IN-PLACE BASENOTE:·FOR POURED-IN-PLACE BASE, THE MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8").·FOR PRE-CAST BASE, THE MINIMUM THICKNESS BELOW PIPE IS SIX INCHES (6").·ALL BASES REINFORCED AS SHOWN.·TOP OF PIPE INSIDE MANHOLE MUST BE TRIMMED BACK TO THE STRUCTURE WALL.#4 BARS @ 1'-0" ON CENTER NOTE:ALL JOINTS BETWEEN MANHOL E S E C T I O N S , M A N H O L E RING & TOP SECTION, AND AROUND S E W E R P I P E I N T O MANHOLE SHALL BE WATERTIGHT. JOI N T I N G M A T E R I A L S H A L L BE "RAM-NEK" OR APPROVED EQUAL F O R A L L J O I N T S E X C E P T BETWEEN SEWER PIPE AND MANHOLE W A L L . A ASLOPE SHEL F AT 1" PER FO O T R A D I U S O F M A N H O L E S E C T I O N A - A NOTE: STOR M D R A I N M A N H O L E S S H A L L N O T HAVE FORME D C H A N N E L S A N D T H E L O W E S T P I P E INVERT SHAL L B E N I N E I N C H E S ( 9 " ) H I G H E R T H A N THE BOTTOM O F T H E M A N H O L E . T O P O F P I P E M A Y N O T E X T E N D P A S T I N S I D E W A L L O F M A N H O L E . I F N E C E S S A R Y T O P H A L F P I P E M A Y B E T R I M M E D O F F S M O O T H . ( 8 " D I A M E T E R O N L Y ) VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 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 0 1 9 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 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 DATEDESCRIPTIONNO.BYN:\2286\009\ACAD\RECORD\AS-BUILT PLANS\DETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/20/2019 REVISIONS 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 : ENGINE E R : 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 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 4 0 6 . 5 8 7 . 0 7 2 1 w w w . m - m . n e t N E L S O N M E A D O W S S U B D I V I S I O N I N F R A S T R U C T U R E I M P R O V E M E N T S 2 2 8 6 . 0 0 9 M O N T A N A S E W E R / S T O R M S E W E R D E T A I L S D - 3 C P K C P K M E E 0 2 / 2 0 1 9 1 COB Review 5/17/19 M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 2 / 2 5 / 2 0 1 9 B O Z E M A N ECCENTRIC SANITARY SEWER MANHOLESCALE: NTS 1COMBINATION MANHOLE AND CURB INLETSCALE: NTS 2 S T A N D A R D S T R A I G H T M A N H O L E S C A L E : N T S 3 R E C O R D D R A W I N G S 1 2 / 1 9 / 2 0 1 9 2RECORD DRAWINGSCJF12/19/2019