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HomeMy WebLinkAboutNorthwest Crossing Subdivision Phase 1 RECORD DRAWINGS STAMPEDN:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\FRONTENDSHEETS\00 - COVER.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 P R E P A R E D B Y : A P P R O V E D B Y : M A T T E . E K S T R O M 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 REGIONAL MAP - ( N o t t o S c a l e ) PROJE C T S I T E D E C E M B E R 2 0 2 1 NORTHWEST CRO S S I N G S U B D I V I S I O N - P H A S E 1 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 R O C K Y M O U N T A I N T R I B A L C R S 2 0 1 1 : B O B C A T , 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 . C O T T O N W O O D R O A D B A X T E R L A N E L A U R E L P A R K W A Y O A K S T LIBBYKALISPELLBROWNINGPOLSON CUTBANKSHELBYCONRADHAVRE M A L T A GREATFALLS G L A S G O W W O L F P O I N T P L E N T Y W O O D S I D N E Y G L E N D I V E M I L E S C I T Y F O R S Y T H H A R D I N B I L L I N G S R O U N D U P LEWIS T O W N HARLOWTONLIVINGSTON WHITESULPHURSPRINGSBOZEMANDILLONANACONDAHELENA LINCOLNDEERLODGEMISSOULAHAMILTON S E T N O . M O R R I S O N - M A I E R L E P R O J E C T N O . 5 6 5 9 . 0 0 6 REC O R D D R A W I N G S F O R SHEET INDEXSHT No.DWG. No.TITLE0 COVER1G-1VISUAL SHEET INDEX2G-2GENERAL NOTES, LEGEND, & ABBREVIATIONS3R-1HARVEST PARKWAY ROADWAY IMPROVEMENTS STA 12+00 TO 20+504R-2HARVEST PARKWAY ROADWAY IMPROVEMENTS STA 20+50 TO 28+005R-3WELLSPRING DRIVE ROADWAY IMPROVEMENTS STA 0+00 TO 6+006R-4WELLSPRING DRIVE ROADWAY IMPROVEMENTS STA 6+00 TO 13+507R-5TWIN LAKES ROADWAY IMPROVEMENTS STA 0+00 TO 8+508R-6TWIN LAKES ROADWAY IMPROVEMENTS STA 8+50 TO 13+309R-7ROSA WAY ROADWAY IMPROVEMENTS STA 0+00 TO 8+5010R-8ROSA WAY ROADWAY IMPROVEMENTS STA 8+50 TO 13+0011R-9WEST OAK STREET ROADWAY IMPROVEMENTS STA 7+00 TO 15+0012R-10WEST OAK STREET ROADWAY IMPROVEMENTS STA 15+00 TO 23+5013R-11WEST OAK STREET ROADWAY IMPROVEMENTS STA 23+50 TO 28+0014ST-1SIGNING AND STRIPING DETAILS - W. OAK STREET15ST-2SIGNING AND STRIPING DETIALS- INTERIOR16SS-1HARVEST PARKWAY SEWER IMPROVEMENTS STA 12+00 TO 20+5017SS-2HARVEST PARKWAY SEWER IMPROVEMENTS STA 20+50 TO 28+0018SS-3WELLSPRING DRIVE SEWER IMPROVEMENTS STA 0+00 TO 7+0019SS-4WELLSPRING DRIVE SEWER IMPROVEMENTS STA 7+00 TO 13+5020SS-5TWIN LAKES AVENUE SEWER IMPROVEMENTS STA 0+00 TO 8+5021SS-6TWIN LAKES AVENUE SEWER IMPROVEMENTS STA 8+50 TO 13+5022SS-7ROSA WAY SEWER IMPROVEMENTS STA -0+50 TO 8+0023SS-8ROSA WAY SEWER IMPROVEMENTS STA 8+00 TO 13+0024SS-9DAYSPRING AVENUE SEWER IMPROVEMENTS STA. 4+00 TO 10+0025SS-10COTTONWOOD ROAD SEWER IMPROVEMENTS STA 10+00 TO 15+5026SS-11COTTONWOOD ROAD SEWER IMPROVEMENTS STA 15+50 TO 20+5027SS-12COTTONWOOD ROAD SEWER IMPROVEMENTS STA 20+50 TO 25+5028W-1HARVEST PARKWAY WATER IMPROVEMENTS STA 12+00 TO 20+50 S H E E T I N D E X SHT No.DWG. No. T I T L E 29W-2 H A R V E S T P A R K W A Y W A T E R I M P R O V E M E N T S S T A 2 0 + 5 0 T O 2 8 + 0 0 30W-3 W E L L S P R I N G D R I V 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 6 + 0 0 31W-4 W E L L S P R I N G D R I V E W A T E R I M P R O V E M E N T S S T A 6 + 0 0 T O 1 3 + 5 0 32W-5 T W I N L A K E S A V E N U 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 33W-6 T W I N L A K E S A V E N U 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 1 3 + 5 0 34W-7 R O S A 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 8 + 5 0 35W-8 R O S A W A Y 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 1 3 + 0 0 36W-9 D A Y S P R I N G A V E N U 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 5 + 0 0 37W-10 D A Y S P R I N G A V E N U E W A T E R I M P R O V E M E N T S S T A . 5 + 0 0 T O 1 0 + 5 0 38E-1 E L E C T R I C A L N O T E S 39E-2 E L E C T R I C A L D E T A I L S 40E-3 E L E C T R I C A L P L A N - W E S T O A K S T R E E T 41E-4 E L E C T R I C A L P L A N - S O U T H 42E-5 E L E C T R I C A L P L A N - N O R T H 43D-1 D E T A I L S - R O A D S E C T I O N S 44D-2 D E T A I L S - R O A D S E C T I O N S 45D-3 D E T A I L S - S I D E W A L K S A N D C U R B S 46D-5 W A T E R A N D S E W E R D E T A I L S 47D-6 S T O R M P O N D D E T A I L S 48D-7 G R O U N D W A T E R D E W A T E R I N G S Y S T E M P L A N 49D-8 I N T E R S E C T I O N D E T A I L S - W . O A K S T R E E T & R O S A W A Y 50D-9 I N T E R S E C T I O N D E T A I L S - W . O A K S T R E E T & T W I N L A K E S 51D-10 I N T E R S E C T I O N D E T A I L S - R O S A W A Y & H A R V E S T P A R K W A Y 52D-11 I N T E R S E C T I O N D E T A I L S - H A R V E S T P A R K W A Y & T W I N L A K E S A V E N U E 53D-12 I N T E R S E C T I O N D E T A I L S - H . P . & D . S . A V E , H . P . & C . W . R D 54D-13 I N T E R S E C T I O N D E T A I L S - W . S . D R & R O S A W A Y , W . S . D R & T . L . A V E 55D-14 I N T E R S E C T I O N D E T A I L S - W E L L S P R I N G D R I V E & D A Y S P R I N G A V E N U E 56D-15 I N T E R S E C T I O N D E T A I L S - T . L . A V E & D . S . A V E A N D W . S D R & C . W . R D P R O J E C T L O C A T I O N P H A S E 1 P O I N T # G R I D N O R T H I N G G R I D E A S T I N G E L E V A T I O N ( F T ) D E S C R I P T I O N 2 0 3 3 6 5 5 3 6 . 3 5 1 2 7 5 7 8 . 7 4 4 7 1 6 . 3 6 S E C T I O N C O R N E R T 2 S R 5 E S E C T I O N 3 3 - 3 4 - 4 - 5 D A M A G E D A C 3 0 0 3 6 2 8 6 1 . 0 6 1 2 7 5 8 3 . 6 8 4 7 0 9 . 3 1 R M Y P C M & M 1 4 7 3 2 L S 3 0 1 3 6 2 8 3 4 . 5 1 1 2 7 5 8 2 . 5 4 4 7 0 9 . 7 0 R M Y P C M & M 1 4 7 3 2 L S 3 0 2 3 6 2 8 2 8 . 2 1 1 2 7 5 2 3 . 6 9 4 7 1 0 . 1 6 R M Y P C M & M 1 4 7 3 2 L S 4 0 0 3 6 2 8 4 0 . 9 7 1 2 4 9 2 8 . 5 2 4 7 3 8 . 0 9 A C - C N T R 1 \ 4 P N T # 4 0 0 P N T # 3 0 2 P N T # 3 0 1 P N T # 3 0 0 P N T # 2 0 3 0 1 / 1 8 / 2 0 2 1 J A M E S A . U L L M A N 5 6 5 9 . 0 0 6 . 0 8 8 . 0 0 0 3 1 8 J A M E S R . N I C K E L S O N R E C O R D D R A W I N G S 1 2 / 0 1 / 2 0 2 1 8 W 8 W 8 W 8 W 8W 8W 8W 8W W W W W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 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 8 W 8 W 8 W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W ES ES ES ES ES ES DYHDYH D Y H D Y H D Y H I S I S S SSSS S S S S SS S S T WVWV W V W V W V W V W V W V WVWVWVWVWVWVWVWVWVWVWV WVWVWVWVWV W V W V W V W V W V W V W V W V W V W V W V EWEWEWEWEWEW E W E W E W ESESESESESESE S E S E S E S ESDESD E S D ESD E S D ES EWES ES ES ES ES ES ES ES ES E W E W E W E W E W E W E W E W E W E W E W EW EW E W E W E E P W V C O C O ESD E S D E S D E S D E S D E S D E S D E S D E S D E S D D Y H D W V W V W V E W E W E W E S D ES D R 7 9 6 6 . 6 1 ' 24+00.00 25+00.00 26+00.00 27+00. 0 0 28+00.00 29+00.00 30+00.00 31+00.00 32+00.00 33+00.00 34+00.00 35+00.00 36+00.00 37+00.00 38+00.00 39+00.00 40+00.00 41+00.00 42+00.00 B P : 2 4 + 0 0 . 0 0 P R C : 2 5 + 3 8 . 1 3 P R C : 2 7 + 1 4 . 0 1 P R C : 2 8 + 9 1 . 0 7 P T : 3 1 + 9 0 . 3 0 P C : 4 1 + 0 8 . 2 0 S T A 2 4 + 0 0 . 0 0 D E S I G N S P E E D = 5 0 m i / h 24+50.00 25+50.00 26+50.00 27+50.00 28+50.00 29+50.00 30+50.00 31+50.00 32+50.00 33+50.00 34+50.00 35+50.00 36+50.00 37+50.00 38+50.00 39+50.00 40+50.00 41+50.00 42+50.00 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8S 8 S 8 S 8 S 8S8S8S8S8S8S 12S 12S 12S 12S 12S12S12S12S12S12S12S 12S 1 2 S 1 2 S 1 2 S 12S 21S 21S 21S 21S21S 8S 8 S 8 S 8 S D D SD SD SD SD D D S D S D S D S D S D S D D SD S D S D S D D D S D S D S D SD SD D 4 7 4 5 . 6 7 D D D SD S D S D SD SD SD SDSDSDSDSDS D S D D D D D D D D SDDD S D S D S D S D S D S D 7 . 0 0 1 2 . 0 0 1 3 . 0 0 1 6 . 5 0 1 0 . 0 0 6 . 0 0 8 . 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\FRONTENDSHEETS\G-1.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A V I S U A L S H E E T I N D E X 5 6 5 9 . 0 0 6 1 G - 1 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 C O T T O N W O O D R O A D ( F U T U R E ) H A R V E S T P A R K W A Y R O S A W A Y W E L L S P R I N G D R I V E T W I N L A K E S A V E N U E W E S T O A K S T R - 1 ↔ R - 2 S S - 1 ↔ S S - 2 W - 1 ↔ W - 2 S H E E T S R - 5 ↔ R - 6 S S - 5 ↔ S S - 6 W - 5 ↔ W - 6 S H E E T S R - 7 ↔ R - 8 S S - 7 ↔ S S - 8 W - 7 ↔ W - 8 S H E E T S R - 3 ↔ R - 4 S S - 3 ↔ S S - 4 W - 3 ↔ W - 4 S H E E T S R - 9 ↔ R - 1 1 S T - 1 E - 3 S H E E T S 1 0 0 2 0 0 5 0 1 0 0 0 S C A L E I N F E E T D A Y S P R I N G A V E N U E S H E E T D - 1 0 I N T E R S E C T I O N G R A D I N G D E T A I L S S H E E T D - 1 1 I N T E R S E C T I O N GR A D I N G D E T A I L S S H E E T D - 1 2 I N T E R S E C T I O N G R A D I N G D E T A I L S S H E E T D - 1 3 I N T E R S E C T I O N G R A D I N G D E T A I L S S H E E T D - 1 4 I N T E R S E C T I O N G R A D I N G D E T A I L S S H E E T D - 1 5 I N T E R S E C T I O N G R A D I N G D E T A I L S SHEET D-6 S H E E T D - 8 I N T E R S E C T I O N G R A D I N G D E T A I L S BAXTER DITCH S S - 1 0 ↔ S S - 1 2 S H E E T S S S - 9 W - 9 ↔ W - 1 0 S H E E T S D A Y S P R I N G A V E N U E DEW A T E R I N G S Y S T E M S H E E T D - 7 S H E E T D - 1 5 I N T E R S E C T I O N G R A D I N G D E T A I L S R E C O R D D R A W I N G S 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 B P B P 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 S 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 P R O P O S E D U T I L I T Y C O N D U I T 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\FRONTENDSHEETS\G-2-NOTES.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 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 5 6 5 9 . 0 0 6 2 G - 2 M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF R E C O R D D R A W I N G S 1 1 / 3 0 / 2 0 2 1 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, INCLUDING ADDENDA; 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 RAWHIDE ENGINEERING.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 +4700' TO PROJECT DATUM. THE HORIZONTAL DATUM = ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT INTERNATIONAL FEET,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 . 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 3 . 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 4 . A L L S T O R M D R A I N P I P E A N D S T R U C T U R E S S H A L L B E W A T E R T I G H T . 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 E R I K A C H A N E Y ( 4 0 6 ) 2 2 3 - 6 9 0 2 E r i k a . C h a n 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 D A N I E L L E G A R B E R ( 4 0 6 ) 5 8 2 - 2 2 7 2 D G a r b e r @ 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 L O C A T I A R C H I T E C T S 1 0 0 7 E A S T M A I N , S U I T E 2 0 2 B O Z E M A N , M T 5 9 7 1 5 L A U R A D O R N B E R G E R ( 4 0 6 ) 5 8 7 - 1 1 3 9 l d o r n b e r g e r @ L o c a t i A r c h i t e c t s . c o m R E C O R D D R A W I N G S M W T P M W 4724.50472447244724.50 4724.504724.50 47244725.504725.00 4725.004725.5047264726.504727.00 4 7 2 7 . 0 0 4725.50 4725.00 4 7 2 4 . 5 0 4 7 2 5 . 0 0 4 7 2 7 . 0 0 4 7 2 6 . 5 0 4 7 2 6 . 5 0 4 7 2 6 4 7 2 4 . 5 0 4 7 2 4 4 7 2 3 . 5 0 4 7 2 3 . 0 0 4 7 2 3 . 5 0 4 7 2 4 4 7 2 4 . 5 0 4 7 2 6 . 5 0 4 7 2 6 4 7 2 5 . 5 0 4 7 2 4 . 5 0 4 7 2 4 S 8 9 ° 2 7 ' 4 6 " W 1 7 5 . 0 2 ' C 3 7 S 7 8 ° 4 1 ' 3 4 " W 1 0 4 . 5 3 ' L49 S 7 8 ° 4 1 ' 3 4 " W 5 4 7 . 8 9 ' S11°23'09"E35.50'S78°41'34"W 227.20' N 7 8 ° 4 1 ' 3 4 " E 4 4 7 . 3 6 ' L 6 1 C 4 7 S 8 9 ° 2 7 ' 4 6 " W 1 8 8 . 4 4 ' 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W 8W 8W 8W 8W 8W 8WFIREWSWS WS WSFIRE WS FIRE 8S 8S 8S 8S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S 12S 12S 12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S12S12S12S S D S D S D S D S D D SDSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD D SD D D SDSDSDSDSD SD SD SDD S D S D S D S D S D Δ = 0 1 0 ° 4 6 ' 1 2 " R = 1 5 0 . 0 0 ' L = 2 8 . 2 0 ' 4729.00 4728.504728.50 4 7 2 9 . 0 0 4 7 2 9 . 0 0 4 7 2 6 . 5 0 4 7 2 7 . 0 0 4 7 2 9 . 0 0 4 7 2 8 . 5 0 4728.50 4 7 2 8 4 7 2 8 . 5 0 47284728 4 7 2 9 . 5 0 4 7 2 9 . 0 0 4 7 2 8 . 5 0 4 7 2 9 . 5 0 4 7 2 9 . 5 0 4 7 2 9 . 5 0 P C : 1 9 + 4 8 . 6 1 N : 1 2 6 1 7 9 . 7 5 E : 3 6 4 7 6 3 . 2 0 P T : 1 9 + 7 6 . 8 1 N : 1 2 6 1 8 2 . 6 5 E : 3 6 4 7 9 1 . 2 0 M i d : 1 9 + 6 2 . 7 1 N : 1 2 6 1 8 1 . 8 6 E : 3 6 4 7 7 7 . 1 3 5 . 0 0 ' 8 . 0 0 ' 2 1 . 5 0 ' 2 1 . 5 0 ' 7 1 . 0 0 ' R O W 2 8 . 0 0 ' 2 8 . 0 0 ' 2 8 . 0 0 ' 1 3 . 0 0 ' 12+0012+5013+0013+5014+0014+50 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 I N L E T - H P - 0 6 S T A 1 7 + 6 5 . 2 1 , - 2 0 . 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 I N L E T G R A T E @ F L = 4 7 2 8 . 5 8 1 2 " I N V O U T ( S ) = 4 7 2 5 . 7 7 I N L E T - H P - 0 5 S T A 1 7 + 6 5 . 2 1 , 2 0 . 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 I N L E T G R A T E @ F L = 4 7 2 8 . 7 6 1 2 " I N V O U T ( N ) = 4 7 2 5 . 1 7 INLET-HP-07STA 13+87.21, -20.50 LTINSTALL NEW 2' x 3' STORM D R A I N I N L E T GRATE @ FL = 4727.7712" INV OUT (S) = 4724.49 I N L E T - H P - 0 3 S T A 1 9 + 4 4 . 9 2 , 2 0 . 4 8 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 I N L E T G R A T E @ F L = 4 7 2 8 . 7 6 1 2 " I N V O U T ( N ) = 4 7 2 5 . 7 5 I N S T A L L N E W 2 ' x 3 ' S T O R M D R A I N I N L E T SDMH-HP-09STA 13+40.59, RT 24.3'RIM ELEV=4728.07 INLET-MH-HP-10STA 12+65.36, RT 18.5'GRATE @ FL = 4727.25 SDMH-HP-06STA 13+87.21, RT 1 5 . 0 ' RIM ELEV=4727.9 6 S D M H - H P - 0 4 S T A 1 8 + 6 2 . 1 6 , R T 1 5 . 0 ' R I M E L E V = 4 7 2 9 . 9 3 S D M H - H P - 0 3 S T A 1 9 + 4 4 . 9 2 , R T 1 1 . 9 ' R I M E L E V = 4 7 2 9 . 0 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 L A T - H P - 0 5 2 . 0 2 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 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 L A T - H P - 0 6 3 2 . 0 2 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 0 % INSTALL NEW STORM DRAINPIPE LAT-HP-088.83 LF 12" A-2000 PVC@ 2.00%INLET-HP-08STA 13+52.56, 29.45 RTINSTALL NEW 36" Ø STORM DRAIN INLETGRATE @ FL = 4727.5512" INV OUT (W) = 4724.11 I N L E T - H P - 0 4 S T A 1 9 + 4 4 . 9 2 , - 2 0 . 7 5 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 I N L E T G R A T E @ F L = 4 7 2 8 . 5 6 1 2 " I N V O U T ( S ) = 4 7 2 6 . 2 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 L A T - H P - 0 4 2 9 . 6 5 L F 1 2 " A - 2 0 0 0 P V C @ 1 . 9 2 % INSTALL NEW STORM DRAINPIPE LAT-HP-0732.02 LF 12" A-2000 PVC@ 1.50%INLET-MH-HP-11STA 12+65.37, -18.50 LTGRATE @ FL = 4727.2630" INV IN (S) = 4722.3830" INV OUT (N) = 4722.38 M H H HH HHHH HHHHHH H H H H H H S D M H - H P - 0 5 S T A 1 7 + 6 5 . 2 1 , R T 1 5 . 0 ' R I M E L E V = 4 7 2 8 . 9 5 66.1°94.5°101.3°90.0°164.3°94.4°179.2°35.0° 9 0 . 0 ° 9 0 . 0 ° 9 0 . 0 ° 9 0 . 0 ° 9 5 . 1 ° 8 7 . 1 ° R 4 0 . 0 0 ' R 2 0 . 0 0 ' R 6 0 . 0 0 ' R 2 0 . 0 0 ' R 6 0 . 0 0 ' R 2 0 . 0 0 ' R 4 0 . 0 0 ' R 6 0 . 0 0 ' R 4 0 . 0 0 ' R 2 0 . 0 0 ' R 6 0 . 0 0 ' 8 7 . 9 ° 7 9 . 2 ° 1 0 0 . 8 ° 9 2 . 2 ° 4715 4720 4725 4730 4735 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 12+0012+5013+0013+5014+0014+50 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 EG-4724.70EG-4724.88EG-4725.18EG-4725.64EG-4725.83EG-4726.32EG-4726.75EG-4726.16EG-4726.10EG-4726.14EG-4726.16 EG-4726.07 EG-4725.76 EG-4725.71 EG-4725.81 EG-4725.95 EG-4726.00 EG-4725.87 EG-4725.82 EG-4725.75 EG-4725.87 EG-4725.84 EG-4725.59 EG-4725.24 EG-4724.68 EG-4724.10 EG-4724.41 EG-4724.96 EG-4725.29 EG-4725.22 EG-4724.97 EG-4724.87 EG-4725.05 EG-4725.25 EG-4725.08 FG-4728.17FG-4728.05FG-4727.92FG-4727.85FG-4727.97FG-4728.10FG-4728.23FG-4728.35FG-4728.48FG-4728.60FG-4728.73 FG-4728.86 FG-4728.98 FG-4729.11 FG-4729.23 FG-4729.36 FG-4729.49 FG-4729.61 FG-4729.74 FG-4729.63 FG-4729.50 FG-4729.38 FG-4729.25 FG-4729.23 FG-4729.39 FG-4729.72 FG-4730.03 FG-4729.65 FG-4729.45 FG-4729.33 FG-4729.25 FG-4729.38 FG-4729.50 FG-4729.63 FG-4729.75 -0.50%+0.50% + 0 . 5 0 % - 0 . 5 0 % + 1 . 5 0 % - 1 . 5 0 % - 0 . 5 0 % STA = 13+26.24ELEV = 4728.11 STA = 16+51.50 ELEV = 4729.75 S T A = 1 9 + 4 5 . 0 0 E L E V = 4 7 2 9 . 2 3 P V I S T A = 1 7 + 8 2 . 7 1 P V I E L E V = 4 7 2 9 . 0 9 0 A . D . = 2 . 0 0 % K = 3 5 . 0 0 L O W P O I N T S T A = 1 7 + 6 5 . 2 1 L O W P O I N T E L E V = 4 7 2 9 . 2 2 L = 7 0 . 0 0 V C BVCS = 17+47.71 BVCE = 4729.27 EVCS = 18+17.71 EVCE = 4729.62 P R O P O S E D F I N I S H E D 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 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 S A N I T A R Y S E W E R M A I N P R O P O S E D W A T E R M A I N INV-INV-INV-INV-4722.49INV-4722.57INV-4722.64INV-4723.10INV-4723.18INV-4723.24INV-4723.32INV-4723.39 INV-4723.47 INV-4723.54 INV-4723.62 INV-4723.69 INV-4723.77 INV-4723.84 INV-4723.92 INV-4723.99 INV-4724.07 INV-4724.14 INV-4724.22 INV-4724.29 INV-4724.35 INV-4724.43 INV-4724.50 INV-4724.58 INV-4725.04 INV-4725.12 INV-4725.19 INV-4725.45 INV-4725.55 INV-4725.65 INV-4725.75 INV-4725.85 9 1 . 9 6 L F 2 4 " @ 0 . 3 0 % S D M H - H P - 0 4 S T A 1 8 + 6 2 . 1 6 , 1 5 . 0 0 R T I N S T A L L N E W 6 0 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 2 9 . 9 3 2 1 " I N V I N ( S ) = 4 7 2 4 . 8 1 1 8 " I N V I N ( E ) = 4 7 2 5 . 0 1 2 4 " I N V O U T ( W ) = 4 7 2 4 . 6 1 7 8 . 3 2 L F 1 8 " @ 0 . 3 0 % S D M H - H P - 0 3 S T A 1 9 + 4 4 . 9 2 , 1 1 . 8 8 R T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 2 9 . 0 5 1 2 " I N V I N ( N ) = 4 7 2 5 . 6 4 1 2 " I N V I N ( S ) = 4 7 2 5 . 6 4 1 5 " I N V I N ( E ) = 4 7 2 5 . 4 4 1 8 " I N V O U T ( W ) = 4 7 2 5 . 2 4 69.46 LF 30" @ 0.30%INLET-MH-HP-10STA 12+65.36, 18.50 RTINSTALL NEW 72" Ø COMBINATION MH/INLET WITHEJIW 7030Z1 FRAME & 7030M6 GRATEOR D&L I-3516-R8 FRAME & 3517-02 GRATEGRATE @ FL = 4727.2530" HP STORM INV IN (E) = 4722.4730" HP STORM INV OUT (N) = 4722.47SUMP = 4721.72 SDMH-HP-09STA 13+40.59, 24.30 RTINSTALL NEW 72" Ø STORM DRAIN MHCOVER RIM = 4728.0712" INV IN (E) = 4723.9315" INV IN (S) = 4723.6824" INV IN (NE) = 4723.0830" INV OUT (W) = 4722.6842.04 LF 24" @ 0.30%SDMH-HP-06STA 13+87.21, 15.00 RTINSTALL NEW 60" Ø STO R M D R A I N M H COVER RIM = 4727.9624" INV IN (E) = 4723.2112" INV IN (N) = 4724.0124" INV OUT (SW) = 4723. 2 1 3 7 3 . 0 1 L F 2 4 " @ 0 . 3 0 % S D P - H P - 0 4 S D P - H P - 0 3 SDP-HP-07SDP-HP-06 S D P - H P - 0 5 S D M H - H P - 0 5 S T A 1 7 + 6 5 . 2 1 , 1 5 . 0 0 R T I N S T A L L N E W 6 0 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 2 8 . 9 5 1 2 " I N V I N ( N ) = 4 7 2 5 . 1 3 1 2 " I N V I N ( S ) = 4 7 2 5 . 1 3 2 4 " I N V I N ( E ) = 4 7 2 4 . 3 3 2 4 " I N V O U T ( W ) = 4 7 2 4 . 3 3 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 1 9 + 0 3 . 0 8 T O P = 4 7 2 4 . 6 0 B O T = 4 7 2 3 . 5 0 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 . 5 3 3 6 1 5 3 0 3 0 6 0 ROSA WAY H A R V E S T P A R K W A Y LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR F U T U R E S I D E W A L K ( T Y P ) F U T U R E S I D E W A L K ( T Y P ) R I G H T - O F - W A Y B O U N D A R Y L O T 1 5 L O T 1 TWIN LAKES AVENUE 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_HARVEST-PKWY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A H A R V E S T P A R K W A Y R O A D W A Y I M P R O V E M E N T S S T A 1 2 + 0 0 T O 2 0 + 5 0 5 6 5 9 . 0 0 6 3 R - 1 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1ADD UTILITY CULVERTS. ADD CURBWALK FOR PULL BOXES.7/9/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 R I G H T - O F - W A Y B O U N D A R Y MATCH L I N E SEE SHE E T R-2 1 0 ' P U B L I C U T I L I T Y E A S E M E N T ( T Y P ) 1 0 ' P U B L I C U T I L I T Y E A S E M E N T ( T Y P ) H A R V E S T P A R K W A Y I N S T A L L 7 0 L F 3 0 " Ø , 5 0 7 L F 2 4 " Ø , & 1 0 3 L F 1 5 " Ø A - 2 0 0 0 P V C D R A I N 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 SEE SHEETS R-8 & D-6SEE SHEETS R-7 & R-8 INSTALL NEW DEAD ENDBARRICADE PER COB STDDWG NO 09810-2 1 D - 2 1 1 1 1 1D-10 1 2 233 3 3 1 D - 1 1 CENTERLINE TWIN LAKES AVENUE GROUNDWATER DRAIN (TYP.)SEE SHEET D-7 G R A D I N G L I M I T S 4 : 1 F I L L S L O P E ( T Y P . ) A A B123KEY NO T E S S T A N D A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A C O M B I N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B S T A N D A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 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 , S H E E T D - 3 . IR R I G A T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB B BB B B B B B A A 1 1 1 R E C O R D D R A W I N G S I T P ES ES ES ES ES ES M W 4723.5047264725.50 4724.50 4724 4724.504725.004725.504726 4 7 2 6 . 5 0 4727.00 4 7 2 7 . 5 0 4 7 2 8 4 7 2 8 . 5 0 47 2 9 . 0 0 4 7 2 9 . 5 0 4 7 3 0 4725.50 4725.0047264726.50 4727.00 4727.50 4728 47 2 8 . 5 0 47 2 9 . 0 0 472 9 . 5 0 47 3 0 4 7 3 0 . 5 0 4 7 3 1 . 0 0 4 7 3 1 . 5 0 39+00.00 40+00.0038+50.00 39+50.00 40+50.00 S89°27'46"W 175.02' S1°00'28"W 118.01' S 8 9 ° 2 7 ' 4 6 " W 4 8 6 . 9 2 ' N 8 9 ° 2 7 ' 4 6 " E 2 6 4 . 8 6 ' 71.02' S89°27'46"W 188.44'N89°27'46"E206.76' S0°32'15"E 133.91' N0°32'14"W W W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W 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 WS WS FIRE WS WSFIRE S S 8S 12S12S12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 21S 21S 21S21S21S21S 8 S 8 S SD SD DSD SDD S D SDSDSDSD S D S D SDSDSDSDSDSD I N S T A L L 1 5 " Ø P I P E S T U B A N D E N D C A P S T A 2 3 + 8 6 . 2 6 , 4 5 . 5 0 ' R T I N V = 4 7 2 7 . 0 6 Δ = 010°46'12"R = 150.00'L = 28.20'4726.504727.00473047304730.50 4730 4 7 3 1 . 0 0 4 7 3 2 4 7 3 2 . 5 0 4729.504729.50 5.00'8.00'21.50'21.50'71.00'ROW 2 8 . 0 0 ' 2 8 . 0 0 ' 13.00'20+5021+0021+5022+0022+5023+00 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 2 7 + 0 0 2 7 + 5 0 2 8 + 0 0 INSTALL NEW 2' x 3' STORM DRAIN INLET12" INV OUT (N) = 4725.75 INLET-HP-02STA 21+90.17, -20.50 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 4729.8012" INV OUT (S) = 4727.09INLET-HP-01STA 21+90.16, 20.50 RTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 4729.9812" INV OUT (N) = 4726.64 STA 19+44.92, RT 11.9' S D M H - H P - 0 1 S T A 2 3 + 8 6 . 4 6 , R T 8 . 3 ' R I M E L E V = 4 7 3 1 . 5 6 INSTALL NEW STORM DRAINPIPE LAT-HP-0232.52 LF 12" A-2000 PVC@ 1.50%INSTALL NEW STORM DRAINPIPE LAT-HP-012.52 LF 12" A-2000 PVC@ 1.50% S T O R M D R A I N P I P E S T U B ± 3 7 L F 1 5 " A - 2 0 0 0 P V C @ 0 . 4 5 % SDMH-HP-02STA 21+90.16, RT 15.0'RIM ELEV=4730.18 H H H H H H R 2 0 . 0 0 ' R 2 0 . 0 0 ' 90.0°88.0°92.0°90.0° 8 7 . 8 ° >> > > 4720 4725 4730 4735 4740 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 20+5021+0021+5022+0022+5023+00 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 2 7 + 0 0 2 7 + 5 0 2 8 + 0 0 EG-4725.08EG-4724.88EG-4724.80EG-4724.82EG-4724.77EG-4724.62EG-4724.67EG-4724.81EG-4725.68EG-4726.56EG-4726.78 EG-4726.99 EG-4727.31 EG-4727.73 EG-4728.21 EG-4728.52 EG-4728.80 EG-4729.04 EG-4729.14 EG-4729.33 EG-4729.95 EG-4730.48 EG-4730.81 EG-4730.92 EG-4731.11 EG-4731.44 EG-4731.93 EG-4732.07 EG-4731.63 EG-4731.27 EG-4731.22 FG-4729.75FG-4729.88FG-4730.00FG-4730.13FG-4730.25FG-4730.38FG-4730.50FG-4730.63FG-4730.75FG-4730.88FG-4731.00 FG-4731.13 FG-4731.25 FG-4731.49 FG-4731.78 FG-4732.15 FG-4732.53 FG-4732.90 FG-4733.22 FG-4733.34 FG-4733.47 FG-4733.34 FG-4733.02 FG-4732.65 FG-4732.22 FG- FG- FG- FG- FG- FG- PROPOSED FINISHEDGROUND SURFACEAT CENTERLINE 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 1 . 5 0 % 1 . 0 0 % 1 . 0 0 % 0.50% - 1 . 8 0 % - 1 . 5 0 % - 0 . 5 0 % 0 . 5 0 % STA=24+94.14 ELEV=4733.19 STA=23+92.63 ELEV=4731.67 STA=23+51.67 ELEV=4731.26 STA=26+50.83 ELEV=4732.21 STA=26+32.82 ELEV=4732.53 STA=25+80.26 ELEV=4733.32 STA=25+50.00 ELEV=4733.47 1 . 5 0 % 1 . 0 0 % 1 . 0 0 % 0.50% - 1 . 8 0 % - 1 . 5 0 % - 0 . 5 0 % 0 . 5 0 % STA=24+94.14 ELEV=4733.19 STA=23+92.63 ELEV=4731.67 STA=23+51.67 ELEV=4731.26 STA=26+50.83 ELEV=4732.21 STA=26+32.82 ELEV=4732.53 STA=25+80.26 ELEV=4733.32 STA=25+50.00 ELEV=4733.47 INV-4725.85INV-4725.95INV-4726.05INV-4726.15INV-4726.24INV-4726.34INV-4726.44INV-4726.55INV-4726.66INV-4726.77INV-4726.89 INV-4727.00 INV-4727.11 INV-4727.22 INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- PROPOSED WATER MAIN 238.80 LF 15" @ 0.40%192.42 LF 15" @ 0.45%SDMH-HP-02STA 21+90.16, 15.00 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4730.1815" INV IN (E) = 4726.4012" INV IN (S) = 4726.6012" INV IN (N) = 4726.6015" INV OUT (W) = 4726.40 S D M H - H P - 0 1 S T A 2 3 + 8 6 . 4 6 , 8 . 2 7 R T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 3 1 . 5 6 1 5 " I N V I N ( S ) = 4 7 2 7 . 2 7 1 5 " I N V O U T ( W ) = 4 7 2 7 . 2 7 SDP-HP-02 SDP-HP-01 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 2 6 + 3 2 . 7 0 T O P = 4 7 3 0 . 0 0 B O T = 4 7 2 8 . 9 0 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 2 4 + 1 6 . 5 2 T O P = 4 7 2 9 . 6 0 B O T = 4 7 2 8 . 5 0 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 . 5 3 3 6 1 5 3 0 3 0 6 0 COTTONWOOD ROAD (FUTURE) H A R V E S T P A R K W A Y LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR F U T U R E S I D E W A L K ( T Y P ) F U T U R E S I D E W A L K ( T Y P ) R I G H T - O F - W A Y B O U N D A R Y L O T 3 LOT 1LOT 2 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_HARVEST-PKWY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A H A R V E S T P A R K W A Y R O A D W A Y I M P R O V E M E N T S S T A 2 0 + 5 0 T O 2 8 + 0 0 5 6 5 9 . 0 0 6 4 R - 2 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1ADD UTILITY CULVERTS. ADD CURBWALK FOR PULL BOXES.7/9/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEET R-1 DAYSPRING AVE F U T U R E S T O R M D R A I N P I P E ( T Y P . ) FUTURE ST O R M DRAIN INLET ( T Y P . ) H A R V E S T P A R K W A Y I N S T A L L 3 7 0 L F 1 5 " Ø A - 2 0 0 0 P V C D R A I N 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 E X I S T I N G G A S M A I N E X I S T I N G P U M P F A C I L I T Y R E M O V E E X I S T I N G W A T E R A N D E L E C T R I C A L 1D-12 CENTERLINE DAYSPRING AVENUE 2 D - 1 2 CENTERLINE COTTONWOOD ROAD (FUTURE) E X I S T I N G B U R I E D P O W E R GRADING LIMITS4:1 FILL SLOPE (TYP.)1 1 3 3123KEY NO T E S ST A N D A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A C O M B I N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B ST A N D A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UT I L I T Y C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IR R I G A T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB B B B B G E N E R A L N O T E S 1 . S E E F O R T Y P I C A L S E C T I O N . C R O W N I S S H I F T E D 3 F T R I G H T O F C E N T E R L I N E A L I G N M E N T . 1 D - 2 1 D - 2 A A T E M P O R A R Y H A R V E S T P A R K W A Y R E T E N T I O N P O N D T O P E L E V A T I O N = 4 7 3 1 . 3 0 O V E R F L O W W E I R E L E V A T I O N = 4 7 3 0 . 3 0 B O T T O M E L E V A T I O N = 4 7 2 8 . 8 0 S I D E S L O P E S = 4 : 1 M A X B O T T O M A R E A = 9 9 S F A 1 1 1 R E C O R D D R A W I N G S 4 7 3 0 . 5 0 4 7 3 1 . 0 0 4 7 3 2 L=197.6 6,R=970.00Δ=11°40'3 2 " S 8 8 ° 3 1 ' 1 4 " W 5 1 3 . 5 1 ' C39 C35 C38 C34 N 8 8 ° 3 1 ' 1 4 " E 1 1 0 . 2 2 ' C57 C56 8S 8S 8S 8S 8S 8S 8S 8S 12S 12S 12S 12S12S12S12S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8W 8W 8W 8W 8W 8W 8 W 8W8W8W8W8W 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 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W 8 W WSFIRE FIREWS-0+500+000+501+001+50 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 SD SD D S D S D S D S D S D S D S D S D S D D SD SD SDSD 4 7 3 4 4 7 3 4 4 7 3 4 . 5 0 4734 4 7 3 4 4 7 3 4 . 5 0 4 7 3 3 . 5 0 4 7 3 3 . 5 0 4 7 3 4 4733.50 4 7 3 5 . 5 0 4 7 3 5 . 0 0 4733.504733.50 4 7 3 4 4 7 3 4 473247344732.504733.004733.50 4731.504734.50 47344733.50 4 7 3 4 . 5 0 4734 4 7 3 4 . 5 0 47324730 4730 47304729.004729.504730.504731.004731.50 4 7 3 3 . 0 0 4 7 3 1 . 0 0 4 7 3 2 4 7 3 0 4 7 2 9 . 5 0 H H HHHHHH H H H H H H S D M H - T L - 0 3 S T A 6 + 5 4 . 3 7 , R T 1 0 . 5 ' R I M E L E V = 4 7 3 4 . 1 4 R O T A T E R I M A W A Y F R O M V A L L E Y G U T T E R S T A 8 + 0 7 . 1 6 , R T 1 0 . 9 ' R I M E L E V = 4 7 3 5 . 3 5 6 0 . 0 0 ' R O W R 3 5 . 0 0 ' 1 0 5 . 5 ° 9 1 . 9 ° 1 6 2 . 6 ° 4725 4730 4735 4740 4745 4750 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 4 7 5 0 0+000+501+001+50 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 EG-4731.85EG-4731.91EG-4731.69EG-4731.62EG-4731.73EG-4731.73EG-4731.84EG-4731.61 EG-4731.45 EG-4731.68 EG-4731.99 EG-4731.81 EG-4731.77 EG-4731.87 EG-4732.12 EG-4732.31 EG-4731.67 EG-4731.23 EG-4730.68 EG-4730.40 EG-4730.57 EG-4731.17 EG-4731.26 EG-4731.26 EG-4731.53 FG-FG-FG-FG-4732.78FG-4733.11FG-4733.44FG-4733.77FG-4733.92 FG-4734.07 FG-4734.22 FG-4734.37 FG-4734.52 FG-4734.67 FG-4734.82 FG-4734.97 FG-4735.12 FG-4735.27 FG-4735.42 FG-4735.50 FG-4735.46 FG-4735.30 FG-4735.05 FG-4734.80 FG-4734.46 FG-4734.12 - 1 . 3 7 % - 1 . 0 0 % +1.33% + 0 . 6 0 % STA = 5+50.00 ELEV = 4734.80 P V I S T A = 4 + 6 4 . 3 8 P V I E L E V = 4 7 3 5 . 6 5 6 A . D . = - 1 . 6 0 % K = 5 0 . 0 0 H I G H P O I N T S T A = 4 + 5 4 . 3 8 H I G H P O I N T E L E V = 4 7 3 5 . 5 1 L = 8 0 . 0 0 V C BVCS = 4+24.38 BVCE = 4735.42 EVCS = 5+04.37 EVCE = 4735.26 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 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 W A T E R M A I N UTILITY CONDUIT CROSSINGBANK OF 3INSTALL PER DETAIL 4, SHEE T D - 3 STA 0+91.41TOP = 4730.50BOT = 4729.40 P R O P O S E D S E W E R M A I 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 . 5 3 3 6 1 5 3 0 3 0 6 0 W E L L S P R I N G D R I V E ( R E S I D E N T I A L S E C T I O N ) TWIN LA K E S A V E N U E LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_WELLSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E L L S P R I N G D R I V E R O A D W A Y I M P R O V E M E N T S S T A 0 + 0 0 T O 6 + 0 0 5 6 5 9 . 0 0 6 5 R - 3 L R H C P K M E E 7 / 0 9 / 2 0 2 1 1RELOCATED UTILITY CULVERTS. ADD SINGLE CULVERT FOR 3-PHASE SERVICE7/9/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 R O A D E A S E M E N T B O U N D A R Y W E L L S P R I N G D R I V E F U T U R E S I D E W A L K ( T Y P ) L O T 1 5 ROSA WAY L O T 1 4 F U T U R E S I D E W A L K ( T Y P ) MATCH LINE SEE SHEET R-4 SEE SHEETS R-7 & R-8 S E E S H E E T S R - 5 & R - 6 3 D - 1 CENTERLINEROSA WAY 1D-13 2 D - 1 3 AB123KEY NOTE S STA N D A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A COM B I N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B STA N D A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UTIL I T Y C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IRRI G A T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB B B B B B 5 . 0 0 ' 8.5 0 ' 31.0 0 ' 8.5 0 ' 5.00' 1 A A R E C O R D D R A W I N G S S ES ES ES ES ES ES 4730.504731.004731.50 4 7 3 1 . 0 0 4 7 3 1 . 5 0 4730 4 7 3 3 . 0 0 4 7 3 2 . 5 0 4 7 3 3 . 5 0 4 7 3 3 . 5 0 4734 4 7 3 2 4 7 3 3 . 0 0 4 7 3 2 4732 C35C34N88°31'14"E110.22' 148.06' 1 6 0 . 0 7 ' C44 C45 C 5 4 N 7 1 ° 2 1 ' 0 8 " E 1 5 5 . 1 0 ' C 5 3 L65C57 C 5 1 C56 N 8 8 ° 5 9 ' 5 7 " W 9 3 . 5 3 ' N15°26'3 6 " W 164.99' S18°58 ' 2 2 " E 77.06' 34+00.00 35+00.0033+50.00 34+50.00 8S 8S 8S 8S 8S 8S 8 S 8 S 8S 8S 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 8W 8W 8W 8W 8W 8W W 8W 8W 8W 8W 8W 8W8W 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 8W8W WS FIRE F I R E W S W S W S WS WS FIRE 8 W 8 W 8W8W8W8W8W8W8W8W6+006+507+007+508+00 8+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 + 3 3 SD DDSDSDSDSDSD SDSDSDSDSD D D S D SD S D S D S D S D S D SDDSDSD S D S D S D S D SD Δ = 017°10'07"R = 380.00'L = 113.87' Δ = 0 1 9 ° 3 8 ' 5 5 " R = 3 8 0 . 0 0 ' L = 1 3 0 . 3 1 ' 473447344734.50 473447344735.50 4 7 3 5 . 5 0 4 7 3 6 . 5 0 4 7 3 6 . 5 0 4734.50 4733.50 4733.50 4733.004733.504734 4733.50PC: 7+76.39N: 125624.08E: 364963.59 P C : 1 0 + 4 5 . 3 5 N : 1 2 5 6 9 3 . 4 9 E : 3 6 5 2 2 2 . 2 4 P T : 8 + 9 0 . 2 5 N : 1 2 5 6 4 3 . 9 0 E : 3 6 5 0 7 5 . 2 9 P T : 1 1 + 7 5 . 6 6 N : 1 2 5 7 1 3 . 3 8 E : 3 6 5 3 5 0 . 3 8 M i d : 8 + 3 3 . 3 2 N : 1 2 5 6 2 9 . 8 0 E : 3 6 5 0 2 0 . 1 8 M i d : 1 1 + 1 0 . 5 1 N : 1 2 5 7 0 8 . 9 4 E : 3 6 5 2 8 5 . 4 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 L A T - W S - 0 4 2 4 . 9 6 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 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 L A T - W S - 0 3 1 0 . 0 9 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 0 % HH HH H H H H HH H H HHHH H H HH I N S T A L L ± 3 7 L F 1 5 " Ø A - 2 0 0 0 P V C @ 0 . 5 0 % P I P E S T U B A N D E N D C A P S T A 1 0 + 9 9 . 9 5 , 4 7 . 7 0 ' R T SDMH-TL-03STA 6+54.37, RT 10.5'RIM ELEV=4734.14ROTATE RIM AWAY FROM VALLEY GUTTER SDMH-WS-04STA 8+07.16, RT 10.9'RIM ELEV=4735.35 S D M H - W S - 0 3 S T A 9 + 9 7 . 4 9 , R T 7 . 4 ' R I M E L E V = 4 7 3 4 . 9 3 S D M H - W S - 0 2 S T A 1 0 + 9 5 . 6 2 , R T 1 1 . 3 ' R I M E L E V = 4 7 3 5 . 8 6 I N L E T - W S - 0 3 S T A 9 + 9 7 . 4 9 , 2 0 . 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 I N L E T G R A T E @ F L = 4 7 3 4 . 5 0 1 2 " I N V O U T ( N ) = 4 7 2 9 . 4 5 I N L E T - W S - 0 4 S T A 9 + 9 7 . 4 9 , - 2 0 . 5 0 L T INSTALL N E W 2 ' x 3 ' S T O R M D R A I N I N L E T G R A T E @ F L = 4 7 3 4 . 5 1 1 2 " I N V O U T ( S ) = 4 7 2 9 . 7 5 14 . 0 0 ' 1 4 . 0 0 ' 7.5 0 ' 12.00' 7 0 . 0 0 ' R O W 2 1 . 5 0 ' 2 1 . 5 0 ' 1 2 . 0 0 ' 1 2 . 0 0 ' R 6 0 . 0 0 ' 7 . 5 0 ' 1 2 . 0 0 ' R35.00' R 3 5 . 0 0 ' R35.00' R 3 5 . 0 0 ' R 3 5 . 0 0 ' R35. 0 0 ' R35.00'R35.00'164.9° 8 8 . 3 ° 9 4 . 2 ° 8 5 . 8 ° 9 1 . 7 ° 9 2 . 3 ° 105.5°91.9°162.6° >> > > 4720 4725 4730 4735 4740 4745 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 6+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 EG-4731.53EG-4731.76EG-4731.79EG-4731.70EG-4731.67EG-4731.83EG-4732.14EG-4731.95EG-4731.69EG-4731.74EG-4732.05 EG-4732.00 EG-4731.85 EG-4731.94 EG-4731.96 EG-4731.98 EG-4732.04 EG-4732.13 EG-4731.90 EG-4731.49 EG-4731.59 EG-4731.84 EG-4732.42 EG-4732.61 EG-4732.74 EG-4732.99 EG-4733.32 EG-4733.69 EG-4734.15 EG-4735.13 EG-4735.65 EG-4736.05 EG-4736.20 FG-4734.12FG-4734.06FG-4733.98FG-4734.38FG-4734.77FG-4735.17FG-4735.33FG-4735.50FG-4735.65FG-4735.74FG-4735.76 FG-4735.71 FG-4735.59 FG-4735.47 FG-4735.34 FG-4735.22 FG-4735.15 FG-4735.25 FG-4735.53 FG-4735.87 FG-4736.25 FG-4736.60 FG-4736.80 FG-4736.82 FG-4736.68 FG-4736.35 FG-4735.86 FG-4735.38 FG- FG- FG- FG- FG- P V I S T A = 1 0 + 1 2 . 9 6 P V I E L E V = 4 7 3 5 . 0 2 9 A . D . = 1 . 8 4 % K = 3 5 . 0 0 L O W P O I N T S T A = 9 + 9 8 . 2 0 L O W P O I N T E L E V = 4 7 3 5 . 1 5 L = 6 4 . 5 2 V C BVCS = 9+80.70 BVCE = 4735.19 EVCS = 10+45.22 EVCE = 4735.46 PROPO S E D F I N I S H E D GROUN D S U R F A C E AT CEN T E R L I N E EXISTING GROUNDSURFACE ATCENTERLINE 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 P R O P O S E D W A T E R M A I N INV-INV-INV-INV-4727.78INV-4727.88INV-4727.98INV-4728.08INV-4728.18INV-4728.28INV-4728.36INV-4728.47 INV-4728.57 INV-4728.67 INV-4728.77 INV-4728.87 INV-4728.97 INV-4729.05 INV-4729.15 INV-4729.25 INV-4729.35 INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 1 0 + 5 1 . 7 2 T O P = 4 7 3 3 . 0 0 B O T = 4 7 3 1 . 9 0 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 1 1 + 1 3 . 9 2 T O P = 4 7 3 3 . 9 0 B O T = 4 7 3 2 . 8 0 SDMH-TL-03STA 6+54.37, 10.50 RTINSTALL NEW 60" Ø STORM DRAIN MHCOVER RIM = 4734.1415" INV IN (S) = 4727.7015" INV IN (E) = 4727.7021" INV OUT (N) = 4727.30 SDP-WS-04SDMH-WS-04STA 8+07.16, 10.94 RTINSTALL NEW 48" Ø STO R M D R A I N M H COVER RIM = 4735.3515" INV IN (E) = 4728.3015" INV OUT (W) = 4728. 3 0 S D P - W S - 0 3 S D M H - W S - 0 3 S T A 9 + 9 7 . 4 9 , 7 . 4 4 R T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 3 4 . 9 3 1 5 " I N V I N ( E ) = 4 7 2 9 . 0 5 1 2 " I N V I N ( S ) = 4 7 2 9 . 2 5 1 2 " I N V I N ( N ) = 4 7 2 9 . 2 5 1 5 " I N V O U T ( W ) = 4 7 2 9 . 0 5 S D P - W S - 0 2 S D M H - W S - 0 2 S T A 1 0 + 9 5 . 6 2 , 1 1 . 3 1 R T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 3 5 . 8 6 1 5 " I N V I N ( S ) = 4 7 2 9 . 4 2 1 5 " I N V O U T ( W ) = 4 7 2 9 . 4 2 149.15 LF 15" @ 0.40% 1 8 8 . 1 3 L F 1 5 " @ 0 . 4 0 % 9 2 . 7 6 L F 1 5 " @ 0 . 4 0 % +1.58%+0.65% + 1 . 3 4 % - 0 . 5 0 % - 0 . 5 0 % + 1 . 5 0 % + 1 . 5 0 % - 2 . 3 9 % - 1 . 2 5 % +0.55%STA = 7+25.00ELEV = 4735.17 STA = 9+50.00 ELEV = 4735.34 STA = 10+68.50 ELEV = 4735.78 STA = 12+64.20 ELEV = 4735.52 STA = 12+82.19 ELEV = 4735.30 PVI STA = 8+37.96PVI ELEV = 4735.904A.D. = -1.15%K = 88.25HIGH POINT STA = 8+44.57HIGH POINT ELEV = 4735.76L = 101.51 VCBVCS = 7+87.21BVCE = 4735.57 EVCS = 8+88.71 EVCE = 4735.65 P V I S T A = 1 1 + 8 2 . 1 9 P V I E L E V = 4 7 3 7 . 4 8 0 A . D . = - 3 . 8 9 % K = 3 5 . 9 8 H I G H P O I N T S T A = 1 1 + 6 6 . 1 7 H I G H P O I N T E L E V = 4 7 3 6 . 8 4 L = 1 3 9 . 9 7 V C BVCS = 11+12.21 BVCE = 4736.43 EVCS = 12+52.18 EVCE = 4735.81 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 1 2 + 6 4 . 0 7 T O P = 4 7 3 3 . 0 0 B O T = 4 7 3 1 . 9 0 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 . 5 3 3 6 1 5 3 0 3 0 6 0 TWIN LAKES AVENUE W E L L S P R I N G D R I V E LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR FUTURESIDEWALK (TYP)FUTURE SIDEWALK (TYP)RIGHT-OF-WAYBOUNDARY LOT 4L O T 5 LOT 7 L O T 6 L O T 8 L O T 9 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_WELLSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E L L S P R I N G D R I V E R O A D W A Y I M P R O V E M E N T S S T A 6 + 0 0 T O 1 3 + 5 0 5 6 5 9 . 0 0 6 6 R - 4 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RELOCATED UTIL CULV. ADD UTIL CULV. ADD CURWALK FOR PULL BOXES7/21/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 DAYSPRING AVE MATCH LINESEE SHEET R-3 W E L L S P R I N G D R I V E I N S T A L L 4 6 7 L F 1 5 " Ø A - 2 0 0 0 P V C D R A I N 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 COTTONWOOD RD (FUTURE) E X I S T I N G G A S M A I N SEE SHEETS R-5 & R-6CENTERLINETWIN LAKES AVE CENTERLINE DAYSPRING AVE 2 D - 2 CENTERLINE COTTONWOOD ROAD (FUTURE) 1 1 3 3 FUTURE PED RAMPS AND APPROACH THROUGHCURB BULB TO BE CUT IN WHEN FUTURE PRIVATEDEVELOPMENT DESIGNS ARE FINALIZED.123 KEY NOTE S STAN D A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A COM B I N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B STAN D A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UTILI T Y C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IRRIG A T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB BB B B B B B 2 D - 1 4 1 D - 1 4 2D-13 AA A A T E M P O R A R Y W E L L S P R I N G S T O R M D R A I N A G E R E T E N T I O N P O N D . S E E D E T A I L 2 O N S H E E T D - 1 5 F O R A D D I T I O N A L D E T A I L S 1 A 1 1 1 1 1 R E C O R D D R A W I N G S C 3 5 C 3 4 S 0 ° 0 2 ' 5 6 " W 5 1 5 . 8 8 ' N88°31'14"E 110.22' C 5 7 S 1 6 ° 2 8 ' 1 3 " E 4 6 1 . 5 1 ' S 0 ° 0 2 ' 5 6 " W 2 8 4 . 1 4 ' C 5 6 S S WVWV WV WV WVWVWVWVEW ESESESEWEWEWEW5.00'5.00'8W8W8W8W 8W8W8W8W8W8W8W8W8W8W 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W F I R E W S W S WSWSFIRE 8 W 8 W 8 W 8 W 8 W 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S D SDSDSD S D S D S D S D S D S D S D S D S D S D S D S D S D D S D S D S D SD S D SD S D SD SD S D S D S D D S D D SDSDSDSDSDSDSDSD S D D 47 3 5 . 0 0 47 3 4 4 7 3 4 4 7 3 3 . 5 0 473 4 4734. 5 0 SDMH-OK-02STA 0+33.63, RT 13.2'RIM ELEV=4741.76SDMH-TL-01STA 1+75.00, RT 13.0'RIM ELEV=4738.82 S D M H - T L - 0 2 S T A 4 + 9 4 . 8 2 , R T 1 3 . 1 ' R I M E L E V = 4 7 3 5 . 7 5 S D M H - T L - 0 3 S T A 6 + 6 1 . 8 9 , R T 1 9 . 9 ' R I M E L E V = 4 7 3 4 . 1 4 S D M H - T L - 0 4 S T A 7 + 6 8 . 9 6 , R T 1 3 . 0 ' R I M E L E V = 4 7 3 3 . 1 7 INSTALL NEW STORM DRAINPIPE LAT-TL-0128.52 LF 12" A-2000 PVC@ 2.00% I N S T A L L N E W S T O R M D R A I N P I P E L A T - T L - 0 3 2 8 . 9 0 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 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 L A T - T L - 0 5 2 8 . 2 7 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 0 % INSTALL NEW STORM DRAINPIPE LAT-TL-022.52 LF 12" A-2000 PVC@ 2.00% I N S T A L L N E W S T O R M D R A I N P I P E L A T - T L - 0 4 2 . 6 4 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 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 L A T - T L - 0 6 2 . 2 7 L F 1 2 " A - 2 0 0 0 P V C @ 2 . 0 0 % INLET-TL-02STA 1+75.00, 18.50 RTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 4738.6212" INV OUT (W) = 4733.97 INLET-TL-01STA 1+75.00, -18.50 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 4738.6212" INV OUT (E) = 4734.49 I N L E T - T L - 0 3 S T A 4 + 9 4 . 8 2 , - 1 8 . 7 5 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 I N L E T G R A T E @ F L = 4 7 3 5 . 5 4 1 2 " I N V O U T ( E ) = 4 7 3 1 . 5 5 I N L E T - T L - 0 4 S T A 4 + 9 4 . 8 2 , 1 8 . 7 5 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 I N L E T G R A T E @ F L = 4 7 3 5 . 5 4 1 2 " I N V O U T ( W ) = 4 7 3 0 . 0 2 I N L E T - T L - 0 6 S T A 7 + 6 8 . 9 6 , 1 8 . 7 5 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 I N L E T G R A T E @ F L = 4 7 3 2 . 9 6 1 2 " I N V O U T ( W ) = 4 7 2 7 . 2 2 I N L E T - T L - 0 5 S T A 7 + 6 8 . 9 6 , - 1 8 . 7 5 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 I N L E T G R A T E @ F L = 4 7 3 2 . 9 6 1 2 " I N V O U T ( E ) = 4 7 2 7 . 7 4 0+001+002+00 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 P C : 5 + 7 8 . 0 7 N : 1 2 5 5 2 3 . 9 2 E : 3 6 4 8 2 8 . 5 0 PT: 7+36. 6 4 N: 125680 . 3 2 E: 36480 5 . 9 4 M i d : 6 + 5 7 . 3 6 N : 1 2 5 6 0 2 . 9 4 E : 3 6 4 8 2 2 . 8 7 H H H H H H HH HH HH H H 89.5°89.9°90.1°90.0°90.0° 9 0 . 0 ° 9 0 . 1 ° 8 9 . 9 ° 9 0 . 0 ° 9 1 . 9 ° 1 6 2 . 6 ° 1 0 5 . 5 ° 8 9 . 1 ° 9 0 . 9 ° 8 9 . 1 ° 9 0 . 0 ° 19.50'19.50'7.50'7.50'66.00'ROW 1 9 . 5 0 ' 1 9 . 5 0 ' 7 . 5 0 ' 5 . 0 0 ' 7 . 5 0 ' 5 . 0 0 ' 4725 4730 4735 4740 4745 4750 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 4 7 5 0 STA = -0+00.00ELEV = 4742.68STA = 0+45.50ELEV = 4741.31STA = 2+00.00ELEV = 4738.80 STA = 6+08.57 ELEV = 4735.12 STA = 7+00.00 ELEV = 4733.98 - 1 . 2 5 % - 0 . 9 0 % -1.63%-3.00%WATER CROSSING8" CLASS 51 D.I. WATER PIPESTA. 2+53.75TOP OF PIPE = 4729.55PIPE BOT = 4728.840+000+501+001+502+002+ 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-4742.89EG-4742.68EG-4739.00EG-4738.67EG-4738.38EG-4738.10EG-4737.77EG-4737.44EG-4737.08EG-4736.85EG-4736.45 EG-4736.09 EG-4735.68 EG-4735.44 EG-4735.24 EG-4734.96 EG-4734.72 EG-4734.34 EG-4733.95 EG-4733.61 EG-4733.60 EG-4733.37 EG-4733.08 EG-4732.74 EG-4732.48 EG-4732.32 EG-4732.03 EG-4731.77 EG-4731.37 EG-4731.15 EG-4730.89 EG-4730.52 EG-4730.28 EG-4729.98 EG-4729.80 FG-4742.68FG-4741.93FG-4741.24FG-4740.83FG-4740.43FG-4740.02FG-4739.61FG-4739.21FG-4738.80FG-4738.57 FG-4738.35 FG-4738.12 FG-4737.90 FG-4737.67 FG-4737.45 FG-4737.22 FG-4737.00 FG-4736.77 FG-4736.55 FG-4736.32 FG-4736.10 FG-4735.87 FG-4735.65 FG-4735.42 FG-4735.20 FG-4734.92 FG-4734.60 FG-4734.29 FG-4733.98 FG-4733.83 FG-4733.68 FG-4733.53 FG-4733.38 FG-4733.23 FG-4733.08 P R O P O S E D F I N I S H E D 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 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 S A N I T A R Y S E W E R M A I N P R O P O S E D W A T E R M A I N INV-INV-INV-4736.55INV-4735.97INV-4735.40INV-4734.82INV-4734.25INV-4733.72INV-4733.43INV-4733.12 INV-4732.81 INV-4732.49 INV-4732.18 INV-4731.87 INV-4731.56 INV-4731.24 INV-4730.93 INV-4730.62 INV-4730.31 INV-4729.99 INV-4729.73 INV-4729.41 INV-4729.09 INV-4728.77 INV-4728.46 INV-4728.14 INV-4727.82 INV-4727.23 INV-4727.05 INV-4726.87 INV-4726.69 INV-4726.56 INV-4726.46 INV-4726.36 INV-4726.26 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 7 + 1 4 . 2 5 T O P = 4 7 3 1 . 4 0 B O T = 4 7 3 0 . 3 0 EXISTING STORM DRAINSTA 0+21.39TOP = 4739.75BOT = 4738.21SDMH-OK-02STA 0+33.63, 13.24 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4741.7615" INV IN (E) = 4736.8815" INV OUT (N) = 4736.88 SDP-TL-00 SDMH-TL-01STA 1+75.00, 13.00 RTINSTALL NEW 48" Ø STORM D R A I N M H COVER RIM = 4738.8212" INV IN (E) = 4733.9212" INV IN (W) = 4733.9215" INV IN (S) = 4733.7215" INV OUT (N) = 4733.72 S D P - T L - 0 1 S D M H - T L - 0 2 S T A 4 + 9 4 . 8 2 , 1 3 . 1 3 R T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 3 5 . 7 5 1 5 " I N V I N ( S ) = 4 7 2 9 . 7 7 1 2 " I N V I N ( E ) = 4 7 2 9 . 9 7 1 2 " I N V I N ( W ) = 4 7 3 0 . 9 7 1 5 " I N V O U T ( N ) = 4 7 2 9 . 7 7 S D P - T L - 0 2 S D M H - T L - 0 3 S T A 6 + 6 1 . 8 9 , 1 9 . 9 1 R T I N S T A L L N E W 6 0 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 3 4 . 1 4 1 5 " I N V I N ( S ) = 4 7 2 7 . 7 0 1 5 " I N V I N ( E ) = 4 7 2 7 . 7 0 2 1 " I N V O U T ( N ) = 4 7 2 7 . 3 0 S D P - T L - 0 3 S D M H - T L - 0 4 S T A 7 + 6 8 . 9 6 , 1 3 . 0 0 R T I N S T A L L N E W 6 0 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 3 3 . 1 7 2 1 " I N V I N ( S ) = 4 7 2 6 . 5 7 1 2 " I N V I N ( W ) = 4 7 2 7 . 1 7 1 2 " I N V I N ( E ) = 4 7 2 7 . 1 7 2 1 " I N V O U T ( N ) = 4 7 2 6 . 5 7 137.40 LF 15" @ 2.30% 3 1 5 . 8 4 L F 1 5 " @ 1 . 2 5 % 1 6 5 . 2 9 L F 1 5 " @ 1 . 2 5 % 1 0 4 . 5 6 L F 2 1 " @ 0 . 7 0 % STORM DRAIN CROSSINGSTA 0+68.50TOP = 4738.90BOT = 4737.80 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 . 5 3 3 6 1 5 3 0 3 0 6 0 WEST OAK STREET WELLSPRING DRIVE RIGHT-O F - W A Y BOUNDA R Y T W I N L A K E S A V E N U E LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR F U T U R E S I D E W A L K ( T Y P ) F U T U R E S I D E W A L K ( T Y P ) R I G H T - O F - W A Y B O U N D A R Y L O T 1 0 L O T 1 4 L O T 7 L O T 1 5 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_TWIN-LAKES-AVE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A T W I N L A K E S R O A D W A Y I M P R O V E M E N T S S T A 0 + 0 0 T O 8 + 5 0 5 6 5 9 . 0 0 6 7 R - 5 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1ADD/MODIFY UTIL CULV. ADD CURBWALK FOR PULL BOXES.7/9/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 M A T C H L I N E S E E S H E E T R - 6 DAYSPRING AVENUE T W I N L A K E S A V E N U E I N S T A L L 6 1 8 . 5 3 L F 1 5 " Ø & 1 8 3 L F 2 1 " Ø A - 2 0 0 0 P V C D R A I N 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 S E E S H E E T R - 4 S E E S H E E T R - 3 SEE SHEETSR-9, R-10, & R-112D-8 1D-15 U T I L I T Y C O N D U I T S ( T Y P . ) 3 D - 2 1 1 1 1 1 1 3 3 3 3 3 1 2 3 K E Y N O T E S S T A N D A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A C O M B I N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B S T A N D A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 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 , S H E E T D - 3 . I R R I G A T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . A B B B B 2 D - 1 3 A 1 A A A1 A1 1 R E C O R D D R A W I N G S S78°41'34"W 104.53' L 4 9 C 3 6 S16°28'13"E 467.48'S16° 2 8 ' 1 3 " E 46 1 . 5 1 ' L61 S16°28'13"E 461.51'8W8W8W8W8W8W8W8W8W8W8W8W8 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 8 W FIRE WSWS WS F I R E W S 8S8S8S8S8S8S8S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D D S D S D S D S D S D S D S D D S D D SDMH-TL-04STA 7+68.96, RT 13.0'RIM ELEV=4733.17 INSTALL NEW STORM DRAINPIPE LAT-TL-0728.27 LF 12" A-2000 PVC@ 2.00%INSTALL NEW STORM DRAINPIPE LAT-TL-082.27 LF 12" A-2000 PVC@ 2.00%INLET-TL-07STA 11+14.53, -18.75 LTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 4730.8912" INV OUT (E) = 4726.37INLET-TL-08STA 11+14.53, 18.75 RTINSTALL NEW 2' x 3' STORM DRAIN INLETGRATE @ FL = 4730.8912" INV OUT (W) = 4725.85 S D M H - H P - 0 4 S T A 1 2 + 2 0 . 5 3 , R T 1 3 . 2 ' R I M E L E V = 4 7 2 9 . 9 3 9+0010+0011+00 1 2 + 0 0 1 3 + 0 0 SDMH-TL-05STA 11+14.53, RT 13.0' M H H H H H H H H 90.0° 9 0 . 1 ° 8 9 . 9 ° 90.0° 9 5 . 1 ° 8 7 . 1 ° 1 7 7 . 8 ° 19.50'19.50'7.50'5.00'7.50'5.00'66.00'ROW47154720472547304735 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 - 1 . 4 0 % -0.60% - 1 . 4 0 % - 1 . 4 0 % STA = 11+50.00 ELEV = 4731.28 8+509+009+5010+0010+5011+00 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 EG-4729.80EG-4729.50EG-4729.13EG-4728.81EG-4728.41EG-4728.04EG-4727.53EG-4727.21EG-4726.99EG-4726.65EG-4726.43 EG-4726.01 EG-4725.49 EG-4725.05 EG-4724.73 EG-4724.46 EG-4724.30 EG-4724.30 EG-4724.38 EG-4724.31 EG-4724.30 FG-4733.08FG-4732.93FG-4732.78FG-4732.63FG-4732.48FG-4732.33FG-4732.18FG-4732.03FG-4731.88FG-4731.73FG-4731.58 FG-4731.43 FG-4731.28 FG-4730.93 FG-4730.58 FG-4730.23 FG-4729.88 FG-4729.53 FG-4729.18 FG-4728.83 FG-4728.48 PROPOSED FINISH E D GROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEPROPOSED SANITARYSEWER MAIN PROPOSED WATER MAININV-4726.26INV-4726.16INV-4726.06INV-4725.96INV-4725.86INV-4725.76INV-4725.66INV-4725.56INV-4725.46INV-4725.36INV-4725.26 INV-4725.18 INV-4725.08 INV-4724.98 INV-4724.88 INV- INV- INV- INV- INV- INV- U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 1 1 + 9 5 . 1 1 T O P = 4 7 2 8 . 1 2 B O T = 4 7 2 7 . 0 1 340.58 LF 21" @ 0.40%SDMH-TL-05STA 11+14.53, 13.00 RTINSTALL NEW 60" Ø STORM DRAIN MHCOVER RIM = 4731.1021" INV IN (S) = 4725.2112" INV IN (W) = 4725.8112" INV IN (E) = 4725.8121" INV OUT (N) = 4725.21 1 0 1 . 0 1 L F 2 1 " @ 0 . 4 0 % S D M H - H P - 0 4 S T A 1 2 + 2 0 . 5 3 , 1 3 . 1 6 R T I N S T A L L N E W 6 0 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 2 9 . 9 3 2 1 " I N V I N ( S ) = 4 7 2 4 . 8 1 1 8 " I N V I N ( E ) = 4 7 2 5 . 0 1 2 4 " I N V O U T ( W ) = 4 7 2 4 . 6 1 SDP-TL-04 S D P - T L - 0 5 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 1 2 + 7 8 . 4 5 T O P = 4 7 2 7 . 0 0 B O T = 4 7 2 5 . 9 0 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 . 5 3 3 6 1 5 3 0 3 0 6 0 HARVEST PARKWAY RIGHT-OF-WAYBOUNDARYTWIN LAKES AVENUELEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR FUTURE SIDEWALK (TYP)FUTURE SIDEWALK (TYP)RIGHT-OF-WAYBOUNDARYLOT 10 L O T 7 LOT 15 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_TWIN-LAKES-AVE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A T W I N L A K E S R O A D W A Y I M P R O V E M E N T S S T A 8 + 5 0 T O 1 3 + 3 0 5 6 5 9 . 0 0 6 8 R - 6 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1ADD/MODIFY UTIL CULV. ADD CURBWALK FOR PULL BOXES.7/9/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEET R-5TWIN LAKES A V E N U E INSTALL 363 LF 21" Ø A-2000 P V C D R A I N P I P E TYPE A TRENCH BA C K F I L L TYPE 1 BEDDIN G S E E S H E E T S R - 1 & R - 2 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 O B S T D D W G N O 0 9 8 1 0 - 2 3 D - 2 1 D - 1 1 1 1 3 A 123 KEY NOT E S STA N D A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A CO M B I N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B STA N D A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UTIL I T Y C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IRRI G A T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB B B B B A A 1 1 1 R E C O R D D R A W I N G S S S WVWVWVWV WVWVWVWV EWEWEWEWEWESESESESESES S 1 1 ° 2 3 ' 0 9 " E 4 1 9 . 5 7 ' L = 1 9 7 . 6 6 , R = 9 7 0 . 0 0 Δ = 1 1 ° 4 0 ' 3 2 " S 0 ° 3 0 ' 3 5 " E 4 4 1 . 0 3 ' C 3 9 N 1 1 ° 2 3 ' 0 9 " W 3 6 9 . 9 7 ' N 0 ° 3 0 ' 3 5 " W 4 4 0 . 6 3 ' C 3 8 5 . 0 0 ' 0+001+002+00 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 PC: 5+17.56 N: 125458.42 E: 364255.27 P T : 7 + 0 7 . 3 8 N : 1 2 5 6 4 6 . 9 4 E : 3 6 4 2 3 5 . 6 3 Mid: 6+12.47 N: 125553.15 E: 364249.92 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8 S 8 S 8 S 8 S 8 S 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W8W 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 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 F I R E W S FIREWS S D S D S D S D S D S D S D SDSDSDSDSDSDSDSD S D S D S D S D S D S D S D S D S D SDSDSD D SD S D D Δ = 0 1 0 ° 5 2 ' 3 4 " R = 1 0 0 0 . 0 0 ' L = 1 8 9 . 8 2 ' 47364735.004735.504736.504737.004737.50 1 5 . 5 0 ' 1 5 . 5 0 ' 8 . 5 0 ' 60.00'ROW 7 . 5 0 ' 6 . 0 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 - S O U T H P O N D - 0 1 ± 6 0 . 2 3 L F 1 5 " Ø A - 2 0 0 0 P V C @ 1 . 7 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 2 ± 2 5 . 6 1 L F 1 5 " Ø A - 2 0 0 0 P V C @ 1 . 0 0 % P O N D I N L E T R C P F E S S T A 5 + 0 9 . 0 6 , L T - 5 5 . 3 ' I N V = 4 7 3 2 . 1 0 I N L E T - M H - R W - 0 1 S T A 4 + 6 2 . 2 4 , - 1 4 . 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 M H / I N L E T G R A T E @ F L = 4 7 3 6 . 0 3 1 5 " Ø I N V I N ( E ) = 4 7 3 3 . 1 8 1 5 " Ø I N V O U T ( N W ) = 4 7 3 3 . 1 8 I N L E T - M H - R W - 0 2 S T A 4 + 6 2 . 2 4 , R T 1 4 . 5 ' G R A T E @ F L = 4 7 3 6 . 0 3 SDMH-OK-04STA 0+33.50, RT 14.3'RIM ELEV=4741.10 I N L E T - R W - 0 3 S T A 7 + 0 2 . 6 1 , - 1 4 . 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 I N L E T G R A T E @ F L = 4 7 3 2 . 0 3 1 2 " H P S T O R M I N V O U T ( E ) = 4 7 2 7 . 4 6 I N L E T - M H - R W - 0 4 S T A 7 + 0 2 . 6 1 , 1 4 . 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 M H / I N L E T G R A T E @ F L = 4 7 3 2 . 0 3 1 2 " Ø I N V I N ( W ) = 4 7 2 6 . 9 4 1 5 " Ø I N V O U T ( N ) = 4 7 2 6 . 6 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 L A T - R W - 0 2 ± 2 6 . 0 2 L F 1 2 " Ø A - 2 0 0 0 P V C @ 2 . 0 0 % M H H H H H H HH HH HH H H H H 90.0° 9 0 . 0 ° 1 3 1 . 1 ° 8 9 . 7 ° R 3 5 . 0 0 ' ( T Y P . ) R15.00'R15.00' 2 5 . 0 0 ' P R O P O S E D F I N I S H E D 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 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 4725 4730 4735 4740 4745 4750 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 4 7 5 0 0+000+501+001+502+002+50 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-4741.53EG-4739.68EG-4738.04EG-4738.02EG-4737.92EG-4737.74EG-4737.40EG-4737.14EG-4737.01EG-4736.85EG-4736.60 EG-4736.30 EG-4736.12 EG-4735.69 EG-4735.37 EG-4735.00 EG-4734.57 EG-4734.35 EG-4734.18 EG-4734.03 EG-4733.62 EG-4733.25 EG-4733.04 EG-4732.75 EG-4732.38 EG-4732.10 EG-4731.79 EG-4731.58 EG-4731.40 EG-4731.20 EG-4730.89 EG-4730.66 EG-4730.47 EG-4730.24 EG-4729.89 FG-4742.21FG-4741.46FG-4740.82FG-4740.53FG-4740.24FG-4739.94FG-4739.65FG-4739.36FG-4739.07FG-4738.82FG-4738.58 FG-4738.33 FG-4738.09 FG-4737.84 FG-4737.60 FG-4737.35 FG-4737.11 FG-4736.86 FG-4736.62 FG-4736.37 FG-4735.95 FG-4735.52 FG-4735.10 FG-4734.67 FG-4734.25 FG-4733.82 FG-4733.40 FG-4732.97 FG-4732.55 FG-4732.12 FG-4731.87 FG-4731.62 FG-4731.37 FG-4731.12 FG-4730.87 -3.00% - 1 . 7 0 % - 0 . 9 8 % -1.17%STA = 0+00.00ELEV = 4742.21STA = 2+00.00ELEV = 4739.07 STA = 4+75.00 ELEV = 4736.37 STA = 7+25.00 ELEV = 4732.12 -3.00% - 1 . 7 0 % - 0 . 9 8 % -1.17%STA = 0+00.00ELEV = 4742.21STA = 2+00.00ELEV = 4739.07 STA = 4+75.00 ELEV = 4736.37 STA = 7+25.00 ELEV = 4732.12 INV-INV-INV-4735.80INV-4735.65INV-4735.51INV-4735.37INV-4735.22INV-4735.08INV-4734.93INV-4734.79INV-4734.65 INV-4734.50 INV-4734.36 INV-4734.22 INV-4734.07 INV-4733.93 INV-4733.79 INV-4733.64 INV-4733.50 INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- P R O P O S E D W A T E R M A I N P R O P O S E D S E W E R M A I N EXISTING STORM DRAINSTA 0+20.90TOP = 4737.57BOT = 4735.77 SDMH-OK-04STA 0+33.50, 14.31 RTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4741.1015" INV IN (E) = 4735.8815" INV OUT (N) = 4735.88 424.75 LF 15" @ 0. 5 7 % SDP-RW-01 I N L E T - M H - R W - 0 2 S T A 4 + 6 2 . 2 4 , 1 4 . 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 M H / I N L E T G R A T E @ F L = 4 7 3 6 . 0 3 1 5 " Ø I N V I N ( S ) = 4 7 3 3 . 4 4 1 5 " Ø I N V O U T ( W ) = 4 7 3 3 . 4 4 I N L E T - M H - R W - 0 4 S T A 7 + 0 2 . 6 1 , 1 4 . 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 M H / I N L E T G R A T E @ F L = 4 7 3 2 . 0 3 1 2 " Ø I N V I N ( W ) = 4 7 2 6 . 9 4 1 5 " Ø I N V O U T ( N ) = 4 7 2 6 . 6 4 UTILITY CONDUIT CROSSINGBANK OF 3INSTALL PER DETAIL 4, SHEET D-3STA 0+68.96TOP = 4738.45BOT = 4737.35 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 . 5 3 3 6 1 5 3 0 3 0 6 0 WEST OAKSTREET RIGHT-OF-WAYBOUNDARY R O S A W A Y LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR C I T Y P A R K S I D E W A L K ( T Y P ) F U T U R E S I D E W A L K ( T Y P ) RIGHT- O F - W A Y BOUND A R Y L O T 1 4 P A R K L O T 1 5 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_ROSA-WAY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A R O S A W A Y R O A D W A Y I M P R O V E M E N T S S T A 0 + 0 0 T O 8 + 5 0 5 6 5 9 . 0 0 6 9 R - 7 C P K C P K M E E 7 / 0 9 / 2 0 2 1 2COB REVISION #206/10/2021CPK3UTIL. CULVERT. MODIFY SD PROFILE TO RESOLVE CONFLICT.7/9/2021LRH3RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CPK3UTIL. CULVERT. MODIFY SD PROFILE TO RESOLVE CONFLICT. RECORD DRAWINGS 11/30/2021 R O S A W A Y I N S T A L L A - 2 0 0 0 D R A I N P I P E A S S H O W N 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 LIN E SEE SHEE T R-8 SEE SHEETSR-9, R-10 & R-11 S E E S H E E T S R - 3 & R - 4 EXISTING STORM SEWERTO REMAIN SEPARATE50' WETLAND SETBACK 3 D - 1 1D-8 1 2 2 2 2123KEY NOTE S STAN D A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A COM B I N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B STAN D A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UTILI T Y C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IRRIG A T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB B B A 1 D - 1 3 S E E S H E E T D - 6 F O R A D D I T I O N A L D E T A I L S 3 3 3 3 3 A 33 R E C O R D D R A W I N G S I N 1 1 ° 2 3 ' 0 9 " W 1 5 4 . 6 1 ' L = 1 5 1 . 4 7 , R = 8 0 0 . 0 0 Δ = 1 0 ° 5 0 ' 5 4 " N 0 ° 4 1 ' 3 0 " W 1 9 6 . 2 6 ' S 1 1 ° 2 3 ' 0 9 " E 3 5 . 5 0 ' S11°23'09"E 419.57'N11°23'09"W369.97'8+009+0010+00 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 12S12S12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W8W8W8 W 8 W 8 W 8 W 8 W 8 W FIRE WSFIREWS S D SDSDSDSDSDSDSDSDSDSD S D S D D S D S D S D S D S D S D S D S D S D D 4720 4 7 2 2 4724 4720 47 2 0 4721 4722 4722 4723 4724 IN L E T - M H - H P - 1 0 STA 11+ 0 7 . 9 9 , L T - 6 0 . 9 ' GRATE @ F L = 4 7 2 7 . 2 5 P O N D I N L E T R C P F E S S T A 1 2 + 7 5 . 9 5 , L T - 5 8 . 8 ' I N V = 4 7 2 2 . 0 0 SDMH-H P - 0 9 STA 11+02.10, RT 1 4 . 3 ' RIM ELEV=47 2 8 . 0 7 I N L E T - M H - H P - 1 1 S T A 1 1 + 4 4 . 9 9 , L T - 6 0 . 8 ' G R A T E @ F L = 4 7 2 7 . 2 6 60.00'5.00'8.50'31.00'7.50'6.00' H H H H H H H H H H H H 3 5 . 0 ° 1 6 4 . 3 ° 9 4 . 5 ° 6 6 . 2 ° 9 4 . 4 ° 1 7 9 . 2 ° 4715 4720 4725 4730 4735 4740 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 8+509+009+5010+0010+5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 EG-4729.89EG-4729.41EG-4729.11EG-4728.90EG-4728.77EG-4728.49EG-4728.04EG-4727.80EG-4727.74 EG-4727.43 EG-4726.75 EG-4726.38 EG-4726.22 EG-4725.92 EG-4725.75 EG-4725.66 EG-4725.53 EG-4725.29 EG-4724.96 FG-4730.87FG-4730.62FG-4730.37FG-4730.12FG-4729.87FG-4729.62FG-4729.37FG-4729.12FG-4728.87 FG-4728.62 FG-4728.37 FG-4728.12 FG-4727.87 FG-4727.52 FG- FG- FG- FG- FG- -1.00% - 1 . 0 0 % STA = 10+00.00ELEV = 4729.37 STA = 11+50.00 ELEV = 4727.87 PROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINEINV-4725.55INV-4725.36INV-4725.17INV-4724.99INV-4724.80INV-4724.61INV-4724.42INV-4724.24 INV-4724.05 INV-4723.86 INV- INV- INV- INV- INV- INV- INV- INV- INV- S D P - H P - 0 9 SDP-RW-03 394.56 LF 15" @ 0.75% 1 2 7 . 4 8 L F 3 0 " @ 0 . 3 0 % SDMH-HP-09STA 11+02.10, 14.32 RTINSTALL NEW 72" Ø STORM DRAIN MHCOVER RIM = 4728.0712" INV IN (E) = 4723.9315" INV IN (S) = 4723.6824" INV IN (NE) = 4723.0830" INV OUT (W) = 4722.68 I N L E T - M H - H P - 1 0 S T A 1 1 + 0 7 . 9 9 , - 6 0 . 9 0 L T INSTALL NEW 72" Ø C O M B I N A T I O N M H / I N L E T G R A T E @ F L = 4 7 2 7 . 2 5 30 " Ø I N V I N ( E ) = 4 7 2 2 . 4 7 30" Ø I N V O U T ( N ) = 4 7 2 2 . 4 7 I N L E T - M H - H P - 1 1 S T A 1 1 + 4 4 . 9 9 , - 6 0 . 8 5 L T I N S T A L L N E W 7 2 " Ø C O M B I N A T I O N M H / I N L E T G R A T E @ F L = 4 7 2 7 . 2 6 3 0 " Ø I N V I N ( S ) = 4 7 2 2 . 3 8 3 0 " Ø I N V O U T ( N ) = 4 7 2 2 . 3 8 3 1 . 0 1 L F 3 0 " @ 0 . 3 0 % I N V = 4 7 2 2 . 0 0 S D P - H P - 0 8 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R D E T A I L 4 , S H E E T D - 3 S T A 1 1 + 6 6 . 9 1 T O P = 4 7 2 5 . 1 0 B O T = 4 7 2 4 . 0 0 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 . 5 3 3 6 1 5 3 0 3 0 6 0 HARVEST PARKWAY RIGHT-OF-WAYBOUNDARYROSA WAYLEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR CITY PARK SIDEWALK (TYP)FUTURE SIDEWALK (TYP)RIGHT-OF-WAYBOUNDARYLOT 15 P A R K 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_ROSA-WAY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A R O S A W A Y R O A D W A Y I M P R O V E M E N T S S T A 8 + 5 0 T O 1 3 + 0 0 5 6 5 9 . 0 0 6 1 0 R - 8 C P K C P K M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 R O S A W A Y INSTALL 40 8 L F A - 2 0 0 0 P V C D R A I N P I P E A S S H O W N 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 R-7 S E E S H E E T S R - 1 & R - 2 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 O B S T D D W G N O 0 9 8 1 0 - 2 S E E S H E E T D - 6 F O R A D D I T I O N A L D E T A I L S 5 0 ' W E T L A N D S E T B A C K 3 D - 1 2 2 G R A D I N G L I M I T S ( T Y P . ) 1D-10 B B B B B 123 KEY NOTESSTANDAR D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A COMBINA T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B STANDAR D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UTILITY C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IRRIGATIO N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB A R E C O R D D R A W I N G S DYH D Y H S S S S S T W V W V W V W V W V WVWVWVWVWVWV W V W V W V W V W V W V W V EWEWEWEWEWEWEWEW E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W ESESESESESESESESES E S E S E S E S E S E S E S E S E S E S E S E S E S E S E S E S E S ESDESDESDEWESD E S D E S D E S E W E W EW ES S89°30'02"W 700.76' S 8 9 ° 3 0 ' 0 4 " W 2 6 3 . 6 2 ' 8W 8W 8W 8W 8W 12S 12S 12S 12S 12S SD SD SD S D S D S D D S D S D D >>6+507+007+508+008+509+00 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 4 7 4 0 12S 12S 12S 12S 12S 8W 8W 8W 8W 8W 12S 12S 12S 12S 12S 8W 8W 8W 8W 8W I N S T A L L N E W S T O R M D R A I N P I P E ± 7 3 . 5 8 L F 2 1 " A - 2 0 0 0 P V C S L O P E = 0 . 5 5 % S D M H - O K - 0 5 S T A 1 3 + 2 3 . 0 6 , L T - 2 1 . 5 ' R I M E L E V = 4 7 4 1 . 7 1 R E M O V E E X I S T I N G F L A R E D E N D S E C T I O N C O N N E C T T O E X I S I S T I N G P I P E -3.09% -3.29% -3.60% 4 7 4 0 4 7 4 0 . 5 0 2 3 . 2 7 ' M H H H H H H 4.00'CURB CUT 4738.80 TBC =O/S 10.16 RTT STA 8+44.88 4 7 4 1 . 2 6 T B C P C = O / S 1 4 . 1 5 R T T S T A 1 0 + 8 0 . 2 5 4 7 4 1 . 0 0 T B C = O / S 6 . 1 6 R T T S T A 1 0 + 7 9 . 9 3 ± 4 7 4 1 . 9 5 M A T C H E X I S T I N G T B C P I = O / S 1 4 . 1 6 R T T S T A 1 1 + 7 3 . 9 9 S D M H - O K - 0 4 S T A 1 4 + 3 3 . 3 0 , L T - 3 3 . 5 ' R I M E L E V = 4 7 4 1 . 1 0 9 0 . 0 ° 1 7 9 . 8 ° 1 2 2 . 4 ° TBC- STA 8+10.82, 14.13' RTMATCH EXISTING CURB S T A 1 3 + 2 6 . 3 5 B E G I N T Y P I C A L R O A D S E C T I O N STA 8+44.88, 10.16' RT4FT WIDE CURB CUT WITH 1FT FL A R E S V-SHAPED DITCH WITH RIP RAP@ ± 7.5% SLOPE TO POND BOTTO M 4730 4735 4740 4745 4750 4755 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 4 7 5 0 4 7 5 5 7+007+508+008+509+00 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 EG CL-4737.81EG CL-4738.01EG CL-4738.09EG CL-4738.28EG CL-4738.51EG CL-4738.93EG CL-4738.67EG CL-4738.72EG CL-4738.77EG CL-4738.84 EG CL-4738.90 EG CL-4738.90 EG CL-4739.09 EG CL-4739.28 EG CL-4739.45 EG CL-4739.03 EG CL-4739.01 EG CL-4739.09 EG CL-4738.74 EG CL-4738.43 EG CL-4738.22 EG CL-4738.16 EG CL-4738.90 EG CL-4736.88 EG CL-4736.79 EG CL-4739.14 EG CL-4740.43 EG CL-4742.50 EG CL-4742.47 EG CL-4742.39 EG CL-4742.28 EG CL-4742.09 EG CL-4742.05 FG CL-FG CL-FG CL-FG CL-FG CL-4738.99FG CL-4739.17FG CL-4739.34FG CL-4739.52FG CL-4739.69FG CL-4739.87 FG CL-4740.04 FG CL-4740.22 FG CL-4740.39 FG CL-4740.57 FG CL-4740.74 FG CL-4740.92 FG CL-4741.09 FG CL-4741.27 FG CL-4741.44 FG CL-4741.62 FG CL-4741.79 FG CL-4741.97 FG CL-4742.13 FG CL-4742.26 FG CL-4742.34 FG CL-4742.39 FG CL-4742.39 FG CL-4742.36 FG CL-4742.29 FG CL-4742.18 FG CL-4742.04 FG CL-4741.91 FG CL-4741.77 0 . 7 0 % STA=7+95.00ELEV=4738.96 P V I S T A = 1 3 + 3 0 . 0 0 P V I E L E V = 4 7 4 2 . 7 0 4 A . D . = - 1 . 2 5 % K = 1 6 0 . 0 0 H I G H P O I N T S T A = 1 3 + 4 2 . 0 0 H I G H P O I N T E L E V = 4 7 4 2 . 4 0 L = 2 0 0 . 0 0 V C BVCS = 12+30.00 BVCE = 4742.00 EVCS = 14+30.00 EVCE = 4742.15 P R O P O S E D F I N I S H E D 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 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 E X I S T I N G S T O R M S E W E R INV-INV-INV-INV-INV-INV-INV-INV-INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV-4735.96 INV-4736.08 INV-4736.21 W A T E R C R O S S I N G 8 " C L A S S 5 1 D . I . W A T E R P I P E S T A . 1 3 + 9 4 . 1 6 T O P = 4 7 3 2 . 1 6 B O T = 4 7 3 1 . 4 5 S D M H - O K - 0 4 S T A 1 4 + 3 3 . 3 0 , - 3 3 . 5 0 L T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 4 1 . 1 0 1 5 " I N V I N ( E ) = 4 7 3 5 . 8 8 1 5 " I N V O U T ( N ) = 4 7 3 5 . 8 8 S D M H - O K - 0 5 S T A 1 3 + 2 3 . 0 6 , - 2 1 . 5 2 L T R E M O V E E X I S T I N G F L A R E D E N D S E C T I O N C O N N E C T T O E X I S T I N G 2 1 " P V C S T O R M P I P E I N S T A L L N E W 6 0 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 4 1 . 7 1 E X I S T I N G 2 1 " I N V I N = ± 4 7 3 5 . 5 2 2 1 " I N V O U T ( N W ) = ± 4 7 3 5 . 5 2 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 . 5 3 3 6 1 5 3 0 3 0 6 0 W E S T O A K S T R E E T LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_OAK.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E S T O A K S T R E E T R O A D W A Y I M P R O V E M E N T S S T A 7 + 0 0 T O 1 5 + 0 0 5 6 5 9 . 0 0 6 1 1 R - 9 C P K T E E M E E 7 / 0 9 / 2 0 2 1 1ADD UTIL CULV. SD MODS FOR CONFLICT RESOLUTION.7/9/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 ROSA WAY MATCH LINE SEE SHEET R-10 E X I S T I N G R O A D W A Y E X I S T I N G S P I L L C U R B ( T Y P . ) L O T 1 4 1 0 ' W I D E S I D E W A L K ( T Y P . ) E X I S T I N G S T O R M D R A I N T O R E M A I N S E P A R A T E ( T Y P . ) W . O A K S T R E E T I N S T A L L 6 5 L F 1 5 " Ø A - 2 0 0 0 P V C , 7 4 L F 2 1 " Ø A - 2 0 0 0 P V C , & 8 0 L F R C P D R A I N 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 I N S T A L L R E C L A I M E D F L A R E D E N D S E C T I O N I N V = ± 4 7 3 4 . 8 5 I N S T A L L E X I S T I N G F L A R E D E N D I N V = ± 4 7 3 5 . 1 0 S E E S H E E T R - 7 E X I S T I N G 3 6 " X 5 8 1 2 " R C P C U L V E R T S L O P E = ± 1 . 2 7 % I N S T A L L 9 6 " Ø C O N C R E T E V A U L T R I M = 4 7 4 2 . 1 6 I N V = ± 4 7 3 5 . 4 5 R E M O V E E X I S T I N G F L A R E D E N D S E C T I O N A N D R E I N S T A L L A T N O R T H E N D O F N E W C U L V E R T S E C T I O N I N S T A L L 8 0 L F 3 6 " X 5 8 1 2 " R C P C U L V E R T @ ± 0 . 6 3 % S L O P E G R A D I N G L I M I T S ( T Y P . ) I N S T A L L E X I S T I N G F L A R E D E N D I N V = ± 4 7 3 5 . 1 0 EXISTING OVERHEADPOWER (TYP.) 2 D - 1 1 D - 8 123 KEY NOTESSTAND A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A COMBI N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B STAND A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UTILITY C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IRRIGA T I O N C O N D U I T AB TEMPORARY RETENTION PONDVOLUME = 1000 CF (MIN)TOP ELEVATION = 4738.50BOTTOM ELEVATION = 4737.50SIDE SLOPES = 4:1 MAX B A 1 B 1 R E C O R D D R A W I N G S D Y H D Y H S SS S W V W V W V W V WVWV W V W V W V W V W V W V W V EWEWEWEWEWEWEWEW E W E W E W E W E W ESESESESESESES E S E S E S E S E S E S E S ESDESDESDESDESD E S E W E W E W E W E W E W E W E W E W E W E W EW S89°29'56"W 505.77' S 8 9 ° 2 9 ' 5 6 " W 2 6 5 . 1 4 ' 8W 8W 8W 8W D D SD SD SD S D S D S D S D S D S D S D SDSDSDSDSDSDD15+0015+5016+0016+5017+0017+50 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 PC: 22+75.93 N: 124948.38 E: 365116.78 4 7 4 2 4 7 4 2 . 5 0 4 7 4 2 . 5 0 4 7 4 2 4 7 4 4 8W 8W 8W 8W 8W 8W 8W 8W S D M H - O K - 0 1 S T A 2 2 + 1 3 . 5 6 , L T - 3 3 . 5 ' R I M E L E V = 4 7 4 3 . 0 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 L A T - O K - 0 1 ± 8 . 5 2 L F 1 2 " Ø A - 2 0 0 0 P V C @ 2 . 0 0 % S D M H - O K - 0 2 S T A 2 0 + 0 0 . 7 1 , L T - 3 3 . 5 ' R I M E L E V = 4 7 4 1 . 7 6 SDMH-OK-03STA 16+70.62, LT -33.5'RIM ELEV=4740.09 INSTALL NEW STORM DRAINPIPE LAT-OK-02± 8.52 LF 12" Ø A-2000 PVC@ 2.00%INLET-OK-02STA 16+70.62, -45.00 LTINSTALL NEW 2' x 3' STORM D R A I N I N L E T GRATE @ FL = 4739.7112" HP STORM INV OUT (S) = 4 7 3 7 . 4 2 I N L E T - O K - 0 1 S T A 2 2 + 1 3 . 5 7 , - 4 5 . 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 I N L E T G R A T E @ F L = 4 7 4 2 . 6 6 1 2 " H P S T O R M I N V O U T ( S ) = 4 7 3 8 . 9 2 2 8 . 0 0 ' H H H H H H H H HH H H ±4741.44MATCH EXISTING TBC PI =O/S 14.04 RTT STA 16+67.75 4741.24 TBC PI =O/S 14.00 LTT STA 16+97.84 8 9 . 5 ° 9 0 . 0 ° 90.0° 4 7 4 4 . 5 8 M A T C H E X I S T I N G T B C = O / S 1 3 . 8 2 R T T S T A 2 2 + 4 5 . 6 1 4 7 4 3 . 8 8 T B C = O / S 1 6 . 0 0 L T T S T A 2 2 + 6 6 . 7 9 4730 4735 4740 4745 4750 4755 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 4 7 5 0 4 7 5 5 15+0015+5016+0016+5017+0017+50 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-4742.05EG CL-4741.87EG CL-4741.86EG CL-4741.80EG CL-4741.81EG CL-4741.67EG CL-4741.66EG CL-4741.67EG CL-4741.74EG CL-4741.72EG CL-4741.84 EG CL-4742.02 EG CL-4742.21 EG CL-4742.25 EG CL-4742.27 EG CL-4742.38 EG CL-4742.30 EG CL-4742.62 EG CL-4742.79 EG CL-4742.84 EG CL-4742.98 EG CL-4743.18 EG CL-4743.30 EG CL-4743.56 EG CL-4743.65 EG CL-4743.77 EG CL-4743.84 EG CL-4743.97 EG CL-4744.03 EG CL-4744.14 EG CL-4744.35 EG CL-4744.39 EG CL-4744.46 EG CL-4744.78 EG CL-4745.17 FG CL-4741.77FG CL-4741.63FG CL-4741.49FG CL-4741.36FG CL-4741.24FG CL-4741.15FG CL-4741.11FG CL-4741.09FG CL-4741.12FG CL-4741.18FG CL-4741.27 FG CL-4741.41 FG CL-4741.56 FG CL-4741.71 FG CL-4741.86 FG CL-4742.01 FG CL-4742.16 FG CL-4742.31 FG CL-4742.46 FG CL-4742.61 FG CL-4742.76 FG CL-4742.91 FG CL-4743.06 FG CL-4743.21 FG CL-4743.36 FG CL-4743.51 FG CL-4743.66 FG CL-4743.81 FG CL-4743.96 FG CL-4744.11 FG CL-4744.26 FG CL-4744.41 FG CL-4744.56 FG CL-4744.71 FG CL-4744.86 PVI STA = 16+75.00PVI ELEV = 4740.806A.D. = 1.15%K = 173.91LOW POINT STA = 16+70.65LOW POINT ELEV = 4741.09L = 200.00 VCBVCS = 15+75.00BVCE = 4741.36 EVCS = 17+75.00 EVCE = 4741.41 -0.55% 0 . 6 0 % P R O P O S E D F I N I S H E D 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 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 EXISTING STORM DRAI N (APPROXIMATE ) E X I S T I N G S T O R M D R A I N M A N H O L E C O N T R A C T O R T O F I E L D V E R I F Y L O C A T I O N A N D A D J U S T R I M A S N E C E S S A R Y ( T Y P . ) INV-4736.21INV-4736.33INV-4736.46INV-4736.58INV-4736.71INV-4736.83INV-4736.96INV-INV-INV-INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- INV- S D M H - O K - 0 1 S T A 2 2 + 1 3 . 5 6 , - 3 3 . 5 0 L T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 4 3 . 0 3 1 2 " I N V I N ( N ) = 4 7 3 8 . 7 5 1 5 " I N V O U T ( W ) = 4 7 3 8 . 5 5 S D M H - O K - 0 2 S T A 2 0 + 0 0 . 7 1 , - 3 3 . 5 0 L T I N S T A L L N E W 4 8 " Ø S T O R M D R A I N M H C O V E R R I M = 4 7 4 1 . 7 6 1 5 " I N V I N ( E ) = 4 7 3 6 . 8 8 1 5 " I N V O U T ( N ) = 4 7 3 6 . 8 8 2 0 8 . 8 6 L F 1 5 " @ 0 . 8 0 % 233.33 LF 15" @ 0.50%SDMH-OK-03STA 16+70.62, -33.50 LTINSTALL NEW 48" Ø STORM DRAIN MHCOVER RIM = 4740.0912" INV IN (N) = 4737.2515" INV OUT (W) = 4737.05 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 . 5 3 3 6 1 5 3 0 3 0 6 0 LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR LOT 14 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_OAK.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E S T O A K S T R E E T R O A D W A Y I M P R O V E M E N T S S T A 1 5 + 0 0 T O 2 3 + 5 0 5 6 5 9 . 0 0 6 1 2 R - 1 0 C P K T E E M E E 7 / 0 9 / 2 0 2 1 1ADD UTIL CULV. SD MODS FOR CONFLICT RESOLUTION.7/9/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 TWIN LAKES AVENUE MATCH LINESEE SHEET R-9 MATCH LINE SEE SHEET R-11 E X I S T I N G R O A D W A Y WEST O A K S T R E E T W . O A K S T R E E T I N S T A L L 3 7 8 L F 1 5 " A - 2 0 0 0 P V C D R A I N 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 L O T 1 3 E X I S T I N G S T O R M D R A I N T O R E M A I N S E P A R A T E ( T Y P . ) E X I S T I N G S T O R M D R A I N M A N H O L E C O N T R A C T O R T O A D J U S T R I M A S N E C E S S A R Y ( T Y P . ) 10' WIDE S I D E W A L K ( T Y P . ) L O T 1 2 S E E S H E E T R - 5 1 D - 1 1 D - 1 0 EXISTING OVERHEAD POWER (TYP.) 1 3 3 13 R E M O V E A N D D I S P O S E O F ± 2 9 8 L F E X I S T I N G C U R B A N D G U T T E R C O O R D I N A T E W I T H U T I L I T Y C O M P A N Y T O R E L O C A T E E X I S T I N G P O W E R P O L E R E M O V E E X I S T I N G P E D E S T R I A N R A M P . R E P L A C E W I T H F U L L H E I G H T C A T C H C U R B . 123 KEY NOTESSTAND A R D S Q U A R E S T O R M D R A I N I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 A COMBI N A T I O N S T O R M M A N H O L E A N D I N L E T - C O B S T D D W G N O . 0 7 2 7 0 - 1 B STAND A R D S T R A I G H T S T O R M M A N H O L E - C O B S T D D W G N O . 0 7 2 7 0 - 4 UTILITY C O N D U I T S . S E E D E T A I L 4 , S H E E T D - 3 . IRRIGA T I O N C O N D U I T A : I N S T A L L ( 1 ) 6 " A N D ( 2 ) 3 " C L 2 0 0 P V C C O N D U I T S , 2 4 " D E E P . AB B 1 1 1 B A 1 R E C O R D D R A W I N G S ES ES ES ES ES ES ES ES D Y H S W V W V W V E S D E S D E S D E S D E S D E W E W E W E W E W E W E W E W E W E W E W E W E W E W EW EW EW EW EW EW EW E E P W V D 26+00.00 27+00. 0 0 28+00.00 P R C : 2 7 + 1 4 . 0 1 26+50.00 27+50.00 28+50.00 L 5 7 S 6 7 ° 0 7 ' 2 5 " W 1 7 1 . 5 3 ' N0°00'00"E 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 2 7 + 0 0 2 7 + 5 0 2 8 + 0 0 PRC: 24+93.48 N: 124963.63 E: 365333.66 PRC: 2 6 + 7 4 . 8 5 N: 124 9 5 1 . 0 5 E: 3655 1 3 . 3 7 Mid: 23+84.70 N: 124952.67 E: 365225.45 Mid: 25+84.17 N: 124966.42 E: 365424.15 4 7 4 5 . 8 1 T B C P C = O / S 4 . 5 4 L T T S T A 2 4 + 5 9 . 2 5 4 7 4 4 . 9 0 P C T B C = O / S 3 6 . 3 6 L T T S T A 2 4 + 6 2 . 6 3 4 7 4 5 . 6 5 T B C = O / S 3 7 . 8 4 L T T S T A 2 5 + 3 6 . 1 0 4 7 4 6 . 0 9 T B C = O / S 6 . 1 8 L T T S T A 2 5 + 4 0 . 6 0 4 7 4 6 . 1 1 T B C P C = O / S 1 . 5 7 R T T S T A 2 5 + 0 7 . 5 4 ± 4 7 4 6 . 2 1 T B C = O / S 1 . 5 2 R T T S T A 2 5 + 2 5 . 2 2 4 7 4 5 . 7 1 T B C P C = O / S 6 . 0 1 R T T S T A 2 4 + 2 4 . 5 6 4 5 . 8 2 4 5 . 7 0 2 8 . 0 0 ' 4 7 4 0 4 7 3 5 4 7 4 0 4 7 4 5 4 7 5 0 4 7 5 5 4 7 3 5 4 7 4 0 4 7 4 5 4 7 5 0 4 7 5 5 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 2 7 + 0 0 2 7 + 5 0 2 8 + 0 0 EG CL-4745.17 EG CL-4744.66 EG CL-4744.54 EG CL-4744.81 EG CL-4744.80 EG CL-4744.15 EG CL-4745.18 EG CL-4746.17 EG CL-4745.97 EG CL-4746.30 EG CL-4745.61 EG CL-4747.15 EG CL-4748.03 EG CL-4748.70 EG CL-4747.71 EG CL-4746.85 EG CL-4746.18 EG CL-4746.27 EG CL-4745.59 FG CL-4744.86 FG CL-4745.01 FG CL-4745.16 FG CL-4745.31 FG CL-4745.46 FG CL-4745.61 FG CL-4745.76 FG CL-4745.91 FG CL-4746.06 FG CL-4746.21 FG CL-4746.36 FG CL-4746.51 FG CL-4746.66 FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- STA=26+72.01 ELEV=4746.79 P R O P O S E D F I N I S H E D 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 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 L57 44.8744.724744.52 TBC =O/S 39.98 LTT STA 24+23.654744.70 TBC =O/S 38.38 LTT STA 24+42.00 44.8512.00' 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 . 5 3 3 6 1 5 3 0 3 0 6 0 LEGENDPROPOSED ASPHALT PAVEMENT SURFACEPROPOSED CONCRETE SURFACEPROPOSED CRUSHED FINES SURFACE PROPOSED 6-INCH THICKNESS CONCRETE SURFACE 4740EXISTING MAJORCONTOUR4739.50EXISTING MINORCONTOUR4738PROPOSEDMAJOR CONTOUR4737.50PROPOSEDMINOR CONTOUR L O T 1 1 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_OAK.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E S T O A K S T R E E T R O A D W A Y I M P R O V E M E N T S S T A 2 3 + 5 0 T O 2 8 + 0 0 5 6 5 9 . 0 0 6 1 3 R - 1 1 C P K T E E M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 MATCH LINE SEE SHEET R-10 W E S T O A K S T R E E T W . O A K S T R E E T 0 . 6 0 % L O T 1 2 COTTONWOOD ROAD EXISTING STORM DRAIN 1 0 ' W I D E S I D E W A L K ( T Y P . ) S I D E W A L K ( T Y P . ) I N S T A L L C O N C R E T E M E D I A N C A P I N A L L A R E A S W H E R E M E D I A N I S L E S S T H A N 8 F T W I D E . 3 " T H I C K , 4 0 0 0 P S I C O N C R E T E REMOVE AND DISPOSE OF ±298LFEXISTING CURB AND GUTTER 1 D - 1 R E M O V E A N D D I S P O S E O F ± 4 2 L F E X I S T I N G C U R B A N D G U T T E R M A T C H E X I S T I N G REMOVE AND DISPOSE OFEXISTING ASPHALT 1-BIKE RAMP DETAIL VERTICALCURBR1.0'R1.0'RECORDDRAWINGS 7+008+009+0010+00 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 6 + 0 0 1 7 + 0 0 //////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////// /// // / /// // / // / /// // / /// /// // / /// ////////////////// /// / / / /// // / /// // / /// /// // / /// // / /// E30SD E 1 5 S D E 3 0 S D E 3 0 S D E 3 0 S D E 3 0 S D E 3 0 S D E 3 0 S D E 3 0 S D E 3 0 S D E 3 0 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D E 2 1 S D M 6 . 7 5 ' 1 2 . 0 0 ' 1 2 . 0 0 ' 1 2 . 0 0 ' STA 7+81.2 - 30.1' RTBEGIN 4" DOUBLE YELLOW STA 9+51.60 - 16. 1 6 ' R T PI- DOUBLE YELL O W STA 9+51.31 - 2 6 . 6 8 ' R T BEGIN 4" WHI T E 9:15 SKIP STR I P E STA 8+17.67 - 38.69' RTBEGIN 4" SOLID WHITE S T A 1 4 + 4 8 . 8 2 B E G I N 4 " W H I T E S O L I D B E G I N 4 " W H I T E ( 9 : 1 5 ) S K I P S T A 1 4 + 6 6 . 6 M O U N T E D O N L U M I N A I R E STA 8+31.8 S T A 1 3 + 8 5 . 9 7 E N D 4 " S O L I D E N D 8 " W H I T E STA 10 + 7 5 . 2 2 - 6 . 3 8 ' R T END 4" D O U B L E Y E L L O W S T A 1 4 + 5 3 . 4 8 B E G I N 4 " W H I T E B E G I N 8 " W H I T E T H E R M O P L A S T I C STA 8+30.3(CENTER OF SYMBOLS) S T A 1 5 + 5 3 . 2 S T A 1 4 + 8 8 . 8 S T A 1 3 + 5 3 . 8 - 2 6 . 7 ' R T E N D 4 " S K I P S T A 1 3 + 6 7 . 2 - 8 . 9 ' R T ( C E N T E R O F S Y M B O L S ) S T A 1 5 + 0 4 . 9 ( C E N T E R O F S Y M B O L S ) S T A 1 4 + 6 5 . 3 - 4 1 . 7 ' R T ( C E N T E R O F S Y M B O L S ) S T A 1 3 + 7 4 . 8 E X I S T I N G R 7 - 1 M O U N T E D O N L U M I N A I R E I N S T A L L N E W R 1 - 5 S T A 1 5 + 1 7 . 8 E N D 8 " W H I T E B E G I N 4 " W H I T E S K I P ( 9 : 1 5 ) S T A 1 3 + 5 3 . 8 - 1 4 . 7 ' R T B E G I N 8 " W H I T E 26+00.00 27+00. 0 0 28+00.00 29+00.00 P R C : 2 7 + 1 4 . 0 1 P R C : 2 8 + 9 1 . 0 7 26+50.00 27+50.00 28+50.00 17+0018+0019+0020+00 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 2 5 + 0 0 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 /// /// /// // / / / / / / / / / / / / / / / / // / /// /// /// /// / / / / / / /// / / / // / // / / / / / / / / / / ///////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / /// // / // / / / / / / / /// //////////////////////////////////// /// // / /// // / // / /// // / // / // / // / /// // / /// /// // / /// /// / / / / / / /// /// /// /// / / / // / // / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / E21S E21S E21S E21S E21S E21S E21S E21S E21S E 1 6 W E 1 6 W E 1 6 W E 1 6 W E 1 6 W E12W E12W E16W E16W E16W E16W E 6 W E30SDE30SDE30SDE30SDE30SDE30SDE30SDE30SDE30SD E15SD E21SDE21SDE21SDE21SDE21SDE21SDE18SDE18SDE18SD E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E 1 8 S D E18SD E18SD E18SD E18SD E 1 2 S D E 1 2 S D E 1 5 S D E15SD E15SD E15SD S T A 2 4 + 0 6 . 9 STA 19+36.4 S T A 2 0 + 3 1 . 6 - 2 6 . 6 ' R T B E G I N 4 " W H I T E S K I P ( 9 : 1 5 ) STA 19+50.02- -38.5' LTEND 4" SOLID S T A 2 0 + 2 2 . 2 1 B E G I N 4 " S O L I D W H I T E 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 2 4 + 3 3 . 6 - 2 0 . 1 ' L T E N D 4 " S K I P B E G I N 4 " S O L I D S T A 2 5 + 3 8 . 7 M A T C H E X I S T I N G 4 " S O L I D S T A 2 3 + 7 9 . 4 - 2 3 . 1 ' R T E N D 4 " W H I T E S K I P M A T C H E X I S T I N G S O L I D W H I T E S T A 2 0 + 5 9 . 1 S T A 2 4 + 5 6 . 0 STA 18+47.8END 4" SKIPBEGIN 8" WHITE STA 18+59.6 - 8.7' RT(CENTER OF SYMBOLS) S T A 2 0 + 7 3 . 8 - 9 . 2 ' L T ( C E N T E R O F S Y M B O L S ) STA 19+36.5 - 41.1' LT(CENTER OF SYMBOLS) S T A 2 0 + 8 6 . 7 - 2 6 . 4 ' L T E N D 8 " W H I T E B E G I N 4 " S K I P ( 9 : 1 5 ) S T A 2 4 + 0 5 . 9 - 3 6 . 6 ' L T ( C E N T E R O F S Y M B O L S ) STA 19+54.0WHITE SHARKS TEETH (TYP.)STA 19+52.25END 4" SOLIDEND 8" WHITESTA 20+1 7 . 8 - 3 9 . 5 ' R T BEGIN 4" S O L I D W H I T E STA 19+37.5 - 26.5' LTEND WHITE SKIP STRIPE S T A 2 0 + 9 8 . 6 3 . 0 0 ' 2 . 0 0 ' 1 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 8 . 0 0 ' 8 . 0 0 ' 8 . 0 0 ' 8 . 0 0 ' 6 . 0 0 ' 6 . 0 0 ' 6 . 0 0 ' W E S T O A K S T R E E T 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_SIGN+STRIPE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 : 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 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A S I G N I N G A N D S T R I P I N G D E T A I L S - W . O A K S T R E E T 5 6 5 9 . 0 0 6 1 4 S T - 1 C P K C P K M E E 7 / 0 9 / 2 0 2 1 2COB REVIEW #206/10/2021CPK RECORD DRAWINGS12/01/2021CJF 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 4 0 8 0 2 0 4 0 0 S C A L E I N F E E T R 7 - 1 L R 7 - 1 R W 1 1 - 2 W 1 6 - 7 p R 7 - 1 T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O STOPR2-1 O M 1 - 1 F L O U R E S C E N T Y E L L O W G R E E N W E S T O A K S T R E E T MATCH LINE SEE THIS SHEET MATCH LINESEE THIS SHEET ROSA WAY TWIN LAKES AVENUE B I K E L A N E P R I G H T L A N E M U S T T U R N R I G H T BIKE LANEP BIKE LANE P West Oak St Twin Lakes Ave West Oak StTwin Lakes AveSTOP BIKE LANE W e s t O a k S t R o s a W a y We s t O a k St Rosa Way ST O P T I M E A N Y P A R K I N G N O TIMEANYPARKINGNO TIMEANYPARKIN G NO RIGHT LANE MUST TURNRIGHT TIMEANY PARKINGNOSIGNING AND STRIPING NOTES1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OR WIDER,WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE.ALL OTHER MARKINGS SHALL BE EPOXY.2.ALL CURB RADII AND CURB BULBS ARE TO PAINTED WITH YELLOW EPOXY. ALL MEDIANCURB IS TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT CURB THROUGHPEDESTRIAN RAMPS.3.INSTALL FLEXIBLE YELLOW DELINEATORS AT ALL RADIUS POINTS ON CURB BULBS ANDMEDIANS.4.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS. L E G E N D P R O P O S E D A S P H A L T P A V E M E N T S U R F A C E E X I S T I N G A S P H A L T P A V E M E N T S U R F A C E Y I E L D H E R E T O R 1 - 5 R 3 - 7 R R 3 - 1 7 R 8 - 3 R 3 - 1 7 b E N D S BIKE LANE ENDS YELLOW FLEXIBLE DELINEATORS SPACED50' APART ALONG TAPER SECTIONYELLOWFLEXIBLEDELINEATOR T E M P O R A R Y T A P E R 2 4 " Y E L L O W E P O X Y 3 0 ° A N D 2 5 F T S P A C I N G E X I S T I N G D O U B L E Y E L L O W S T R I P E T O B E O B L I T E R A T E D ± 4 0 0 L F R E M O V E E X I S T I N G R 4 - 7 A S I G N A N D P O S T . R E L O C A T E S I G N T O S T A 7 + 3 7 STA 7+37EXISTING R7-1INSTALL EXISTINGR4-7A RELOCATEDFROM STA 23+50 E X I S T I N G R 7 - 1 M O U N T E D O N L U M I N A I R E E X I S T I N G R 7 - 1 E X I S T I N G R 7 - 1 A N D R 2 - 1 M O U N T E D O N L U M I N A I R E EXISTING R7-1EX I S T I N G R 7 - 9 E X I S T I N G S 1 - 1 & S 4 - 3 P E X I S T I N G W 2 - 6 & W 1 3 - 1 E X I S T I N G R 3 - 8 YIELD HERE TO R E M O V E E X I S T I N G W 6 - 3 E X I S T I N G W 3 - 2 P E X I S T I N G W H I T E P A V E M E N T M A R K I N G E X I S T I N G Y E L L O W P A V E M E N T M A R K I N G E X I S T I N G Y E L L O W P A V E M E N T M A R K I N G T O B E R E M O V E D P R O P O S E D W H I T E P A V E M E N T M A R K I N G P R O P O S E D Y E L L O W P A V E M E N T M A R K I N G YIELD HERE TO R I G H T K E E P R 4 - 7 A RIGHT KEEP M 6 - 2 D 1 1 - 1 B I K E R O U T E BIKE ROUTE YIELD HERETO Y I E L D H E R E T O 1 2 3 4 I N S T A L L I N - L I N E W I T H S H A R K S T E E T H P A V E M E N T M A R K I N G S 1 1 2 2 2 3 2 4 4OBLITE R A T E E X I S T I N G A R R O W S O B L I T E R A T E E X I S T I N G A R R O W S R E L O C A T E E X I S T I N G S 5 - 2 F R O M N O R T H S I D E O F E A S T B O U N D L A N E S R E C O R D D R A W I N G S 31+00.00 32+00.00 33+00.00 34+00.00 35+00.00 36+00.00 37+00.00 38+00.00 39+00.00 40+00.00 P T : 3 1 + 9 0 . 3 0 30+50.00 31+50.00 32+50.00 33+50.00 34+50.00 35+50.00 36+50.00 37+50.00 38+50.00 39+50.00E21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21SE21S E21S 3 . 0 0 ' 2 . 0 0 ' 1 . 0 0 ' 2 . 0 0 ' 2 . 0 0 ' 8 . 0 0 ' 8 . 0 0 ' 8 . 0 0 ' 8 . 0 0 ' 6 . 0 0 ' 6 . 0 0 ' 6 . 0 0 ' 8 . 5 0 ' 6 . 0 0 ' 1 0 . 0 0 ' 1 0 . 0 0 ' 8 . 5 0 ' 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_SIGN+STRIPE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A S I G N I N G A N D S T R I P I N G D E T I A L S - I N T E R I O R 5 6 5 9 . 0 0 6 1 5 S T - 2 C P K C P K M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 ROSA WAY 6 0 1 2 0 3 0 6 0 0 S C A L E I N F E E T R 7 - 1 L R 7 - 1 R W 1 1 - 2 W 1 6 - 7 p R 7 - 1 R 4 - 7 R 3 - 8 O N L Y T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O S T O P R 2 - 1 O M 1 - 1 R 3 - 8 O N L Y O N L Y F L O U R E S C E N T Y E L L O W G R E E N T W I N L A K E S A V E H A R V E S T P A R K W A Y COTTONWOOD ROAD (FUTURE) WELLSPRING D R I V E Twin La k e s Ave W e l l s p r i n g D r T w i n L a k e s A v e We l l s p r i n g Dr STOP Twin Lakes Ave W e l l s p r i n g D r T w i n L a k e s A v e We l l s p r i n g Dr S T O P SIGNING AND STRIPING NOTES1.ALL NEW TRANSVERSE PAVEM E N T M A R K I N G S , S T R I P E S 8 I N C H E S I N W I D T H O R W I D E R , WORDS AND SYMBOLS ARE T O B E I N L A I D T H E R M O P L A S T I C O R P R E F O R M E D P L A S T I C T A P E . ALL OTHER MARKINGS SHALL B E E P O X Y . 2.ALL CURB RADII AND CURB BU L B S A R E T O P A I N T E D W I L L Y E L L O W E P O X Y . D O N O T P A I N T CURB THROUGH PEDESTRIAN R A M P S . 3.INSTALL FLEXIBLE YELLOW DE L I N E A T O R S A T A L L R A D I U S P O I N T S O N C U R B B U L B S A N D MEDIANS.4.SIGNS SHALL BE INSTALLED P E R M U T C D A N D C O B S T A N D A R D S . TIM E AN Y PAR K I N G NO TIM E ANY PARKI N G NO Rosa WayWellspring Dr Rosa WayWellspring DrSTOP Twin Lak e s Ave H a r v e s t P k w y T w i n L a k e s A v e Ha r v e s t P k w y S T O P Twin Lakes AveHarvest Pkw y Twin Lakes Ave Ha r v e s t Pkwy STOP Cottonwood Road W e l l s p r i n g D r C o t t o n w o o d R o a d We l l s p r i n g Dr S T O P Cottonwood Road W e l l s p r i n g D r C o t t o n w o o d R o a d We l l s p r i n g Dr S T O P TIMEANYPARKINGNO TIM E ANY PARKI N G NO TIME ANY PARKI N G NO TIM E ANY PARKI N G NO TIMEANYPARKINGNO TIM E ANY PARKI N G NO TIM E ANY PARKI N G NO TI M E AN Y PA R K I N G NO TI M E AN Y PAR K I N G NO T I M E A N Y P A R K I N G N O TIMEANY PARKINGNO T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O TIMEANY PARKINGNO T I M E A N Y P A R K I N G N O TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANY PARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNOTIMEANYPARKINGNO TIM EANYPAR K I N G NO T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O TIM EAN Y PAR K I N G NO TIMEANYPAR K I N G NO T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O TI M E AN Y PA R K I N G N O TI M E A N Y PA R K I N G N O T I M E A N Y P A R K I N G N O T I M E A N Y P A R K I N G N O TIMEANYPARKINGNOTIMEANYPARKINGNO Harvest Pkwy Harvest Pkwy Rosa WayRosa Way 1 2 3 4 1 1 1 4 4 " W H I T E L A N E D I V I D E R C R O W N C E N T E R L I N E H A R V E S T P A R K W A Y B I K E L A N E D E T A I L 8" THICK TRANSVERSECROSSWALK MARKINGS.TYPICAL, ALL INTERSECTIONS.4 4 4 4 4 MOUNTED ON LUMINAIRE MOUNTED ON LUMINAIRE MOUNTED ONLUMINAIRE MOUNTED ONLUMINAIRE M O U N T E D O N L U M I N A I R E M O U N T E D O N L U M I N A I R E M O U N T E D O N L U M I N A I R E M O U N T E D O N L U M I N A I R E M O U N T E D O N L U M I N A I R E R E C O R D D R A W I N G S S 8 9 ° 2 7 ' 4 6 " W 1 7 5 . 0 2 ' C 3 7 S 7 8 ° 4 1 ' 3 4 " W 1 0 4 . 5 3 ' L49 C36 S 7 8 ° 4 1 ' 3 4 " W 5 4 7 . 8 9 ' N11°23'09"W154.61'S11°23'09"E35.50'S78°41'34"W 227.20' N 7 8 ° 4 1 ' 3 4 " E 4 4 7 . 3 6 ' S16°28'13"E 461.51' L 6 1 C 4 7 S 8 9 ° 2 7 ' 4 6 " W 1 8 8 . 4 4 ' 8S 8S 8S 8S 8S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S 12S 12S 12S 12S 12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S12S12S12S D S D S D S D S D S D S D D SDSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD D SD D D SDSDSDSDSD SD SD SD SDD S D S D S D S D S D S D 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8WFIREWSWS WS WSFIRE WS FIRE F I R E W S 8 4 . 8 ° 1 6 9 . 2 ° 12+0013+0014+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 S T A 1 5 + 2 2 4" SEWER SE R V I C E S T U B ( S T A N D A R D ) PER C O B S T D D E T A I L 0 2 7 3 0 - 2 S T A 1 6 + 3 6 4 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 9 5 . 2 ° 89.9°180.0° S S M H - 0 4 S T A ? ? ? ? ? ? ' ? ? ? S S M H - 0 3 S T A ? ? ? ? ? ? ' ? ? ? S S M H - 0 5 S T A ? ? ? ? ? ? ' ? ? ? SSMH-06STA ??? ???' ???11.0'11.0' 1 1 . 0 ' S T A 2 0 + 3 3 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 4715 4720 4725 4730 4735 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 12+0012+5013+0013+5014+0014+50 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 EG CL-4724.70EG CL-4724.88EG CL-4725.18EG CL-4725.64EG CL-4725.83EG CL-4726.32EG CL-4726.75EG CL-4726.16EG CL-4726.10EG CL-4726.14EG CL-4726.16 EG CL-4726.07 EG CL-4725.76 EG CL-4725.71 EG CL-4725.81 EG CL-4725.95 EG CL-4726.00 EG CL-4725.87 EG CL-4725.82 EG CL-4725.75 EG CL-4725.87 EG CL-4725.84 EG CL-4725.59 EG CL-4725.24 EG CL-4724.68 EG CL-4724.10 EG CL-4724.41 EG CL-4724.96 EG CL-4725.29 EG CL-4725.22 EG CL-4724.97 EG CL-4724.87 EG CL-4725.05 EG CL-4725.25 EG CL-4725.08 FG CL-4728.17FG CL-4728.05FG CL-4727.92FG CL-4727.85FG CL-4727.97FG CL-4728.10FG CL-4728.23FG CL-4728.35FG CL-4728.48FG CL-4728.60FG CL-4728.73 FG CL-4728.86 FG CL-4728.98 FG CL-4729.11 FG CL-4729.23 FG CL-4729.36 FG CL-4729.49 FG CL-4729.61 FG CL-4729.74 FG CL-4729.63 FG CL-4729.50 FG CL-4729.38 FG CL-4729.25 FG CL-4729.23 FG CL-4729.39 FG CL-4729.72 FG CL-4730.03 FG CL-4729.65 FG CL-4729.45 FG CL-4729.33 FG CL-4729.25 FG CL-4729.38 FG CL-4729.50 FG CL-4729.63 FG CL-4729.75 P R O P O S E D F I N I S H E D 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 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 S T O R M D R A I N C R O S S I N G S T A 1 9 + 4 4 . 9 2 T O P = 4 7 2 6 . 8 3 B O T = 4 7 2 5 . 8 1 P R O P O S E D S T O R M S E W E R P R O P O S E D W A T E R M A I N INV-INV-INV-INV-INV-INV-INV-4720.45INV-4720.39INV-4720.34INV-4720.28INV-4720.04 INV-4719.98 INV-4719.93 INV-4719.87 INV-4719.82 INV-4719.76 INV-4719.71 INV-4719.65 INV-4719.59 INV-4719.54 INV-4719.48 INV-4719.43 INV-4719.37 INV-4719.32 INV-4719.26 INV-4719.21 INV-4718.96 INV-4718.91 INV-4718.85 INV-4718.80 INV-4718.74 INV-4718.50 INV-4718.44 INV-4718.39 INV-4718.33 WATER CROSSING8" CLASS 51 D.I. WATER PIPESTA. 13+20.74TOP = 4721.06BOT = 4720.35 W A T E R C R O S S I N G 8 " C L A S S 5 1 D . I . W A T E R P I P E S T A . 1 8 + 3 6 . 5 9 T O P = 4 7 1 7 . 6 4 B O T = 4 7 1 6 . 9 3 S T A 1 6 + 3 6 4 " S E W E R S E R V I C E S T A 1 5 + 2 2 4 " S E W E R S E R V I C E STORM DRAIN CROSSI N G STA 13+87.21TOP = 4725.20BOT = 4724.17 S T O R M D R A I N C R O S S I N G S T A 1 7 + 6 5 . 2 1 T O P = 4 7 2 6 . 3 8 B O T = 4 7 2 5 . 3 6 111.85 LF 12" PVC @ 0.22% 3 9 6 . 0 0 L F 1 2 " P V C @ 0 . 2 2 % SSMH-06INSTALL NEW 48" Ø MANHOLESTA ???RIM ELEV=4728.9712" INV IN (S) = 4720.6812" INV OUT (E) = 4720.48DEPTH = 8.49'SSMH-05INSTALL NEW 48" Ø MANHOLESTA ???RIM ELEV=4728.7212" INV IN (W) = 4720.2412" INV OUT (E) = 4720.04DEPTH = 8.68' S S M H - 0 4 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 3 0 . 0 6 8 " I N V I N ( S ) = 4 7 1 9 . 4 3 1 2 " I N V I N ( W ) = 4 7 1 9 . 1 6 1 2 " I N V O U T ( E ) = 4 7 1 8 . 9 6 D E P T H = 1 1 . 1 0 ' 1 1 1 . 1 6 L F 1 2 " P V C @ 0 . 2 2 % S S M H - 0 3 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 2 9 . 2 9 1 2 " I N V I N ( W ) = 4 7 1 8 . 7 2 1 2 " I N V O U T ( E ) = 4 7 1 8 . 5 2 D E P T H = 1 0 . 7 7 ' D E W A T E R I N G S Y S T E M C R O S S I N G S T A 1 8 + 1 2 . 0 6 T O P = 4 7 2 1 . 9 1 B O T = 4 7 2 0 . 8 9 DEWATERING SYSTEM CROSSINGSTA 12+91.24TOP = 4719.25BOT = 4718.23 M A I N T A I N 1 8 " M I N M A I N T A I N 6 " M I N S T A 1 4 + 6 3 W A T E R S E R V I C E C R O S S I N G S T A 1 4 + 6 7 F I R E S E R V I C E C R O S S I N G S T A 1 6 + 9 1 W A T E R S E R V I C E C R O S S I N G S T A 1 7 + 3 9 W A T E R S E R V I C E C R O S S I N G S T A 1 6 + 9 5 F I R E S E R V I C E C R O S S I N G S T A 1 7 + 4 3 F I R E S E R V I C E C R O S S I N G S T A 2 0 + 3 4 6 " S E W E R S E R V I C E U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 9 + 0 3 . 0 8 T O P = 4 7 2 4 . 6 0 B O T = 4 7 2 3 . 5 0 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 . 5 3 3 6 1 5 3 0 3 0 6 0 ROSA WAY H A R V E S T P A R K W A Y R I G H T - O F - W A Y B O U N D A R Y L O T 1 6 L O T 1 TWIN LAKES AVEN U 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-HARVEST-PKWY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A H A R V E S T P A R K 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 2 0 + 5 0 5 6 5 9 . 0 0 6 1 6 S S - 1 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1SEWER SERVICES07/08/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 H A R V E S T P A R K W A Y I N S T A L L 7 0 4 L F 1 2 " 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 MATCH LI N E SEE SHE E T SS-2 SEE SHEETS SS-7 & SS-8 S E E S H E E T S S S - 5 & S S - 6 D R Y U T I L I T Y C O N D U I T S SEE SHEETS D-7 S E E S H E E T S D - 7 1 1 . 9 ' R E C O R D D R A W I N G S A B : 4 7 1 9 . 1 1 ' A B : 4 7 1 8 . 9 9 ' A B : I N V . = 4 7 2 1 . 7 1 ' A B : I N V . = 4 7 2 1 . 4 5 ' A B : I N V . = 4 7 2 0 . 5 4 ' I ES ES ES ES ES ES ES ES ES 39+00.00 40+00.0038+50.00 39+50.00 40+50.00 S89°27'46"W 175.02' S1°00'28"W 118.01' S 8 9 ° 2 7 ' 4 6 " W 4 8 6 . 9 2 ' N 8 9 ° 2 7 ' 4 6 " E 2 6 4 . 8 6 ' 202.53'71.02' S89°27'46"W 188.44'LOT 20.75 acs.N89°27'46"E206.76' S0°32'15"E 133.91' N0°32'14"W115.05' S0°59'41"W 2627.49' S S S S 8S 12S12S12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 21S 21S 21S 21S 21S 21S 21S 21S 8 S 8 S SD SD SD DSD SDD S D SDSDSDSD S D S D SDSDSDSDSDSD W W W W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W 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 WS WS FIRE WS WSFIRE W W W W W W W W W W W W W W E X I S T I N G G A S M A I N S T A 2 6 + 7 9 . 4 7 , 0 . 0 0 ' A P P R O X . N G X - I N G 9 0 . 0 ° 9 0 . 0 ° 8 8 . 5 ° 9 1 . 5 ° 28+00 21+0022+0023+00 24+00 25+00 26+00 2 7 + 0 0 STA 23+106" SEWER SERVICE STUB (DEEP)PER COB STD DETAIL 02730-3 S T A 2 6 + 1 1 6 " S E W E R S E R V I C E S T U B ( D E E P ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 3 I N S T A L L N E W 8 " C A P O N S E W E R M A I N S T U B S T A 2 3 + 7 7 . 5 1 , 4 8 . 5 0 ' R T S S M H - 0 1 S T A ? ? ? ? ? ? ' ? ? ? I N S T A L L N E W 6 0 " Ø M A N H O L E SSMH-02STA ??? ???' ???STA ??? ???' ??? 4 8 . 4 1 L F 8 " P V C @ 0 . 4 5 % 11.0' 1 1 . 0 ' 1 1 . 0 ' STA 20+336" SEWER SERVICE STUB (STANDARD)PER COB STD DETAIL 02730-247154720472547304735 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 P R O P O S E D F I N I S H E D G R O U N D S U R F A C E A T R O A D 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 R O A D C E N T E R L I N E STORM DRAIN CROSSINGSTA 21+90.16TOP = 4727.80BOT = 4726.77WATER CRO S S I N G 8" CLASS 51 D.I. WATE R P I P E STA. 23 + 6 6 . 5 1 TOP = 4 7 2 4 . 1 1 BOT = 4 7 2 3 . 4 1 PROPOSED STO R M S E W E R PROPOSED WATER MAIN20+5021+0021+5022+0022+5023+00 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 2 7 + 0 0 2 7 + 5 0 2 8 + 0 0 EG CL-4725.08EG CL-4724.88EG CL-4724.80EG CL-4724.82EG CL-4724.77EG CL-4724.62EG CL-4724.67EG CL-4724.81EG CL-4725.68EG CL-4726.56EG CL-4726.78 EG CL-4726.99 EG CL-4727.31 EG CL-4727.73 EG CL-4728.21 EG CL-4728.52 EG CL-4728.80 EG CL-4729.04 EG CL-4729.14 EG CL-4729.33 EG CL-4729.95 EG CL-4730.48 EG CL-4730.81 EG CL-4730.92 EG CL-4731.11 EG CL-4731.44 EG CL-4731.93 EG CL-4732.07 EG CL-4731.63 EG CL-4731.27 EG CL-4731.22 FG CL-4729.75FG CL-4729.88FG CL-4730.00FG CL-4730.13FG CL-4730.25FG CL-4730.38FG CL-4730.50FG CL-4730.63FG CL-4730.75FG CL-4730.88FG CL-4731.00 FG CL-4731.13 FG CL-4731.25 FG CL-4731.49 FG CL-4731.78 FG CL-4732.15 FG CL-4732.53 FG CL-4732.90 FG CL-4733.22 FG CL-4733.34 FG CL-4733.47 FG CL-4733.34 FG CL-4733.02 FG CL-4732.65 FG CL-4732.22 FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- E X I S T I N G G A S M A I N S T A 2 6 + 7 9 . 4 7 A P P R O X . N G X - I N G V E R T I C A L L O C A T I O N U N K N O W N STA 23+106" SEWER SERVICE S T A 2 6 + 1 1 6 " S E W E R S E R V I C E INV-4718.33INV-4718.28INV-4718.22INV-4718.17INV-4718.11INV-4718.06INV-4718.00INV-4717.95INV-4717.89INV-4717.84INV-4717.78 INV-4717.73 INV-4717.67 INV-4717.62 INV-4717.37 INV-4717.32 INV-4717.26 INV-4717.21 INV-4717.15 INV-4717.10 INV-4717.04 INV-4716.99 INV-4716.93 INV-4716.88 INV-4716.82 INV-4716.77 INV-4716.71 INV- INV- INV- INV- S S M H - 0 1 I N S T A L L N E W 6 0 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 3 2 . 9 7 8 " I N V I N ( E ) = 4 7 1 6 . 9 7 1 2 " I N V I N ( W ) = 4 7 1 6 . 6 9 2 1 " I N V I N ( S ) = 4 7 1 6 . 0 9 2 1 " I N V O U T ( N ) = 4 7 1 5 . 8 9 D E P T H = 1 7 . 0 8 ' 410.84 LF 12" PVC @ 0.22% 3 3 0 . 8 4 L F 1 2 " P V C @ 0 . 2 2 % S S M H - 0 2 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 3 1 . 5 2 1 2 " I N V I N ( W ) = 4 7 1 7 . 6 2 8 " I N V I N ( S ) = 4 7 1 7 . 6 9 1 2 " I N V O U T ( E ) = 4 7 1 7 . 4 2 D E P T H = 1 4 . 1 0 ' U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 2 6 + 3 2 . 7 0 T O P = 4 7 3 0 . 0 0 B O T = 4 7 2 8 . 9 0 STA 21+39WATER SERVICE CROSSINGSTA 22+58WATER SERVICE CROSSING STA 21+43FIRE SERVICE CROSSINGSTA 22+63FIRE SERVICE CROSSING S T A 2 5 + 2 1 W A T E R S E R V I C E C R O S S I N G S T A 2 5 + 2 6 F I R E S E R V I C E C R O S S I N G U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 2 4 + 1 6 . 5 2 T O P = 4 7 2 9 . 6 0 B O T = 4 7 2 8 . 5 0 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 . 5 3 3 6 1 5 3 0 3 0 6 0 COTTONWOOD ROAD (FUTURE) H A R V E S T P A R K W A Y R I G H T - O F - W A Y B O U N D A R Y L O T 3 LOT 1 LOT 2VERIFY 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-HARVEST-PKWY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A H A R V E S T P A R K W A Y S E W E R I M P R O V E M E N T S S T A 2 0 + 5 0 T O 2 8 + 0 0 5 6 5 9 . 0 0 6 1 7 S S - 2 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1SEWER SERVICES07/08/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEET SS-1 DAYSPRING AVENUE (FUTURE) H A R V E S T P A R K W A Y I N S T A L L 6 5 6 L F 1 2 " P V C S D R 3 5 S E W E R P I P E & 4 8 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 E X I S T I N G 2 1 " S A N I T A R Y S E W E R M A I N F U T U R E W A T E R M A I N ( S E P A R A T E P R O J E C T ) E X I S T I N G S E W E R M A I N L O W E R I N G S E E S H E E T S S S - 1 0 & S S - 1 1 F U T U R E S E W E R M A I N D R Y U T I L I T Y C O N D U I T S R E C O R D D R A W I N G S AB: INV.= 4724.90' A B : I N V . = 4 7 2 6 . 0 1 ' L=197.6 6,R=970.00Δ=11°40'3 2 " S 8 8 ° 3 1 ' 1 4 " W 5 1 3 . 5 1 ' C39 C35 C38 C34 N 8 8 ° 3 1 ' 1 4 " E 1 1 0 . 2 2 ' C57 C56 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 12S 12S 12S 12S12S12S12S12S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S SD SD SD SD SD D S D S D S D S D S D S D S D S D S D D SD SD SDSD 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W8W8W8W8W 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 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W 8 W WSFIRE FIREWS-0+500+001+00 2+00 3+00 4+00 5+00 6+00 7+00 7 8 . 8 ° 8 5 . 8 ° 99.6° S S M H - 0 8 S T A 6 + 3 8 . 3 7 0 . 0 ' SSMH-13STA 0+63.39 7.3' RT 1 1 . 0 ' 1 1 . 9 ' S T A 4 + 4 5 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S T A 3 + 9 8 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S T A 2 + 0 9 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S S M H - 2 1 S T A 4 + 5 1 . 4 3 7 . 3 ' R T 4720 4725 4730 4735 4740 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 0+000+501+001+50 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 EG CL-4731.85EG CL-4731.91EG CL-4731.69EG CL-4731.62EG CL-4731.73EG CL-4731.73EG CL-4731.84EG CL-4731.61 EG CL-4731.45 EG CL-4731.68 EG CL-4731.99 EG CL-4731.81 EG CL-4731.77 EG CL-4731.87 EG CL-4732.12 EG CL-4732.31 EG CL-4731.67 EG CL-4731.23 EG CL-4730.68 EG CL-4730.40 EG CL-4730.57 EG CL-4731.17 EG CL-4731.26 EG CL-4731.26 EG CL-4731.53 EG CL-4731.76 EG CL-4731.79 EG CL-4731.70 EG CL-4731.67 FG CL-FG CL-FG CL-FG CL-4732.78FG CL-4733.11FG CL-4733.44FG CL-4733.77FG CL-4733.92 FG CL-4734.07 FG CL-4734.22 FG CL-4734.37 FG CL-4734.52 FG CL-4734.67 FG CL-4734.82 FG CL-4734.97 FG CL-4735.12 FG CL-4735.27 FG CL-4735.42 FG CL-4735.50 FG CL-4735.46 FG CL-4735.30 FG CL-4735.05 FG CL-4734.80 FG CL-4734.46 FG CL-4734.12 FG CL-4734.06 FG CL-4733.98 FG CL-4734.38 FG CL-4734.77 P R O P O S E D F I N I S H E D 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 EXISTING GROUNDSURFACE ATCENTERLINEPROPOSED WATER MAIN UTILITY CONDUIT CROSSINGBANK OF 3INSTALL PER STD DETAILSTA 0+91.41TOP = 4730.50BOT = 4729.40 SSMH-13INSTALL NEW 48" Ø MANHOLESTA 0+63.39RIM ELEV=4733.0712" INV IN (S) = 4726.108" INV IN (E) = 4726.3712" INV OUT (N) = 4725.90DEPTH = 7.17' S S M H - 0 8 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 6 + 3 8 . 3 7 R I M E L E V = 4 7 3 4 . 1 3 8 " I N V I N ( S ) = 4 7 2 8 . 0 5 8 " I N V O U T ( N ) = 4 7 2 7 . 8 5 D E P T H = 6 . 2 8 ' D E W A T E R I N G S Y S T E M S T A 5 + 9 2 . 0 7 T O P = 4 7 2 7 . 7 9 B O T = 4 7 2 6 . 7 7 S T O R M D R A I N S T A 6 + 5 1 . 3 8 T O P = 4 7 2 8 . 9 9 B O T = 4 7 2 7 . 1 9 DEWATERING SYSTEMSTA 0+21.00TOP = 4727.80BOT = 4726.78SSMH-13INSTALL NEW 48" Ø MANHOLESTA 0+63.39RIM ELEV=4733.0712" INV IN (S) = 4726.108" INV IN (E) = 4726.3712" INV OUT (N) = 4725.90DEPTH = 7.17' 3 8 6 . 0 4 L F 8 " P V C @ 0 . 5 0 % S S M H - 2 1 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 4 + 5 1 . 4 3 R I M E L E V = 4 7 3 5 . 2 9 8 " I N V O U T ( W ) = 4 7 2 8 . 3 0 D E P T H = 6 . 9 8 ' S T A 2 + 0 9 6 " S E W E R S E R V I C E S T A 3 + 9 9 6 " S E W E R S E R V I C E S T A 4 + 4 5 6 " S E W E R S E R V I C E 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 . 5 3 3 6 1 5 3 0 3 0 6 0 TWIN LA K E S A V E N U 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-WELLSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E L L S P R I N G D R I V E 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 7 + 0 0 5 6 5 9 . 0 0 6 1 8 S S - 3 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1ADD SEWER MAIN AND RELOCATE SEWER SERVICES.07/08/2021CPK2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CPK2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 R O A D E A S E M E N T B O U N D A R Y W E L L S P R I N G D R I V E L O T 1 5 ROSA WAY L O T 1 4 MATCH LINE SEE SHEET SS-4 W E L L S P R I N G D R I V E I N S T A L L 3 8 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 SEE SHEETS SS-7 & SS-8 S E E S H E E T S S S - 5 & S S - 6 R E C O R D D R A W I N G S A B : 1 % G R A D E A B : 4 7 2 8 . 3 4 ' A B : I N V . = 4 7 2 8 . 3 6 A B : I N V . = 4 7 2 8 . 8 7 A P P R O X . A B : I N V . = 4 7 2 9 . 9 0 N0°59'36"E 1144.41' C35C34N88°31'14"E110.22' 148.06' N 9 0 ° 0 0 ' 0 0 " W 1 6 0 . 0 7 ' C44 C45 C 5 4 N 7 1 ° 2 1 ' 0 8 " E 1 5 5 . 1 0 ' C 5 3 L65 C57 C 5 1 C56 N 8 8 ° 5 9 ' 5 7 " W 9 3 . 5 3 ' N15°26'3 6 " W 164.99' S18°58' 2 2 " E 77.06' 33+00.00 34+00.00 35+00.0033+50.00 34+50.00 ES S ES ES ES ES ES ES 8S 8S 8S 8S 8S 8S 8 S 8 S 8S 8S 8S 8S 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 SD SD SD DDSDSDSDSDSD SDSDSDSDSD D D S D SD S D S D S D S D S D S D S D SDDSD S D S D S D S D S D SD 8W 8W 8W 8W 8W 8W 8W 8W W 8W 8W 8W 8W 8W 8W 8W 8W8W 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 8W8W8W WS FIRE F I R E W S W S W S WS WS FIRE 8 W 8 W 8 W 8W8W8W8W8W8W8W W W W W W W W W W W W W W 6+007+008+00 9+00 10+00 11+00 12+00 13+00 78.8°85.8° 8 7 . 5 ° 9 2 . 5 ° 8 3 . 7 ° 7 8 . 8 ° E X I S T I N G G A S M A I N S T A 1 3 + 1 5 . 9 5 , 0 . 0 0 ' A P P R O X . N G X - I N G S T A 1 0 + 3 7 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S T A 1 2 + 4 9 6 " S E W E R S E R V I C E S T U B ( D E E P ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 3 S T A 1 2 + 4 9 6 " S E W E R S E R V I C E S T U B ( D E E P ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 3 S T A 1 0 + 3 4 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S S M H - 1 8 S T A 1 3 + 4 4 . 3 8 1 . 2 ' L T I N S T A L L N E W 6 0 " Ø C U T - I N M A N H O L E W I T H P R E - C A S T M A N H O L E B A S E S S M H - 2 0 S T A 1 0 + 2 3 . 3 7 2 . 8 ' R T S S M H - 1 9 S T A 1 0 + 8 9 . 0 4 0 . 0 ' SSMH-08STA 6+38.37 0.0'11.0'11.9' 1 3 . 1 ' 1 1 . 0 ' 1 1 . 0 ' 4715 4720 4725 4730 4735 4740 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 P R O P O S E D F I N I S H E D 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 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 W A T E R C R O S S I N G 8 " C L A S S 5 1 D . I . W A T E R P I P E S T A . 1 0 + 7 2 . 2 6 T O P = 4 7 2 4 . 5 1 B O T = 4 7 2 3 . 8 0 P R O P O S E D S T O R M S E W E R PROPOSED WATER MAIN S T O R M D R A I N C R O S S I N G S T A 9 + 9 7 . 4 9 T O P = 4 7 3 0 . 3 6 B O T = 4 7 2 9 . 3 4 7+007+508+00 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 EG CL-4731.67EG CL-4731.83EG CL-4732.14EG CL-4731.95EG CL-4731.69EG CL-4731.74 EG CL-4732.05 EG CL-4732.00 EG CL-4731.85 EG CL-4731.94 EG CL-4731.96 EG CL-4731.98 EG CL-4732.04 EG CL-4732.13 EG CL-4731.90 EG CL-4731.49 EG CL-4731.59 EG CL-4731.84 EG CL-4732.42 EG CL-4732.61 EG CL-4732.74 EG CL-4732.99 EG CL-4733.32 EG CL-4733.69 EG CL-4734.15 EG CL-4735.13 EG CL-4735.65 EG CL-4736.05 EG CL-4736.20 FG CL-4734.77FG CL-4735.17FG CL-4735.33FG CL-4735.50FG CL-4735.65FG CL-4735.74 FG CL-4735.76 FG CL-4735.71 FG CL-4735.59 FG CL-4735.47 FG CL-4735.34 FG CL-4735.22 FG CL-4735.15 FG CL-4735.25 FG CL-4735.53 FG CL-4735.87 FG CL-4736.25 FG CL-4736.60 FG CL-4736.80 FG CL-4736.82 FG CL-4736.68 FG CL-4736.35 FG CL-4735.86 FG CL-4735.38 FG CL- FG CL- FG CL- FG CL- FG CL- E X I S T I N G G A S M A I N S T A 1 3 + 1 5 . 9 5 A P P R O X . N G X - I N G V E R T I C A L L O C A T I O N U N K N O W N S T A 1 0 + 3 7 6 " S E W E R S E R V I C E S T A 1 2 + 4 9 6 " S E W E R S E R V I C E INV-INV-INV-INV-INV-INV- INV- INV- INV- INV- INV- INV- INV- INV- INV-4726.36 INV-4726.24 INV-4725.95 INV-4725.83 INV-4725.72 INV-4725.61 INV-4725.50 INV-4725.39 INV-4725.27 INV-4725.16 INV-4725.05 INV-4724.94 INV- INV- INV- M A I N T A I N 1 8 " M I N U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 0 + 5 1 . 7 2 T O P = 4 7 3 3 . 0 0 B O T = 4 7 3 1 . 9 0 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 1 + 1 3 . 9 2 T O P = 4 7 3 3 . 9 0 B O T = 4 7 3 2 . 8 0 S S M H - 1 9 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 1 0 + 8 9 . 0 4 R I M E L E V = 4 7 3 6 . 0 8 8 " I N V I N ( W ) = 4 7 2 6 . 1 9 8 " I N V I N ( S ) = 4 7 2 6 . 1 9 8 " I N V O U T ( E ) = 4 7 2 5 . 9 9 D E P T H = 1 0 . 1 0 ' S S M H - 1 8 I N S T A L L N E W 6 0 " Ø C U T - I N M A N H O L E W I T H P R E - C A S T M A N H O L E B A S E S T A 1 3 + 4 4 . 3 8 R I M E L E V = 4 7 3 6 . 0 6 2 1 " I N V I N ( S ) = 4 7 2 3 . 9 8 8 " I N V I N ( W ) = 4 7 2 4 . 8 6 2 1 " I N V O U T ( N ) = 4 7 2 3 . 9 8 D E P T H = 1 2 . 0 8 ' 6 1 . 5 8 L F 8 " P V C @ 0 . 4 5 % 2 5 0 . 8 3 L F 8 " P V C @ 0 . 4 5 % S T A 1 2 + 4 9 6 " S E W E R S E R V I C E S T A 1 0 + 3 4 6 " S E W E R S E R V I C E S S M H - 2 0 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 1 0 + 2 3 . 3 7 R I M E L E V = 4 7 3 5 . 1 8 8 " I N V O U T ( E ) = 4 7 2 6 . 4 7 D E P T H = 8 . 7 1 ' S T A 1 1 + 7 8 W A T E R S E R V I C E C R O S S I N G S T A 1 1 + 8 3 F I R E S E R V I C E C R O S S I N G 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 . 5 3 3 6 1 5 3 0 3 0 6 0 TWIN LAKES AVENUE R O A D E A S E M E N T B O U N D A R Y W E L L S P R I N G D R I V E ROAD EASEMENTBOUNDARY LOT 4 L O T 5 L O T 6 L O T 8 L O T 9 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-WELLSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E L L S P R I N G D R I V E S E W E R I M P R O V E M E N T S S T A 7 + 0 0 T O 1 3 + 5 0 5 6 5 9 . 0 0 6 1 9 S S - 4 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 W E L L S P R I N G D R I V E I N S T A L L 4 8 3 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 E X I S T I N G 2 1 " S A N I T A R Y S E W E R M A I N MATCH LINESEE SHEET SS-3 F U T U R E W A T E R M A I N ( S E P A R A T E P R O J E C T ) LOT 7SEE SHEETS SS-5 & SS-6 C O N T R A C T O R T O F I E L D V E R I F Y 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 2 1 " S E W E R S E E S H E E T S S - 9 COTTONWOOD ROAD (FUTURE) DAYSPRING AVENUE (FUTURE) DEWATERING SYSTEM(SEE SHEET D-7) A B : 4 7 2 6 . 0 6 ' A B : 4 7 2 5 . 9 4 ' R E C O R D D R A W I N G S A B : I N V . = 4 7 2 8 . 2 4 ' A B : I N V . = 4 7 2 7 . 9 9 ' A B : I N V . = 4 7 3 1 . 0 0 ' A B : I N V . = 4 7 3 0 . 7 0 ' A B : 4 7 2 6 . 5 7 ' A B : 4 7 2 3 . 7 6 ' A B : 4 7 2 4 . 5 3 ' C 3 5 C 3 4 S 0 ° 0 2 ' 5 6 " W 5 1 5 . 8 8 ' N88°31'14"E 110.22' C 5 7 S 1 6 ° 2 8 ' 1 3 " E 4 6 1 . 5 1 ' S89°57'07"E 264.93' S 0 ° 0 2 ' 5 6 " W 2 8 4 . 1 4 ' C 5 6 S S WVWV WV WV WVWVWVWVEW ESESESEWEWEWEWEWEW 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S D SDSDSD S D S D S D S D S D S D S D S D S D S D S D S D S D D D S D S D S D S D S D SD S D SD S D SD SD S D S D S D D S D D SDSDSDSDSDSDSDSDSDSD S D D 8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W F I R E W S W S WSWSFIRE 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 5 . 8 ° 7 8 . 8 ° 1 7 9 . 3 ° 1 7 8 . 2 ° 0+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 STA 2+036" SEWER SERVICE STUB (STANDARD)PER COB STD DETAIL 02730-2 STA 1+906" SEWER SERVICE ST U B ( S T A N D A R D ) PER COB STD DETAIL 0 2 7 3 0 - 2 S T A 5 + 4 2 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S T A 6 + 2 7 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S T A 7 + 8 5 6 " S E W E R S E R V I C E S T U B ( D E E P ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 3 I N S T A L L N E W 8 " C A P O N S E W E R M A I N S T U B S T A 3 + 3 1 . 9 2 , 5 3 . 0 0 ' L T SSMH-11STA 1+80.00 0.0' S S M H - 1 0 S T A 3 + 3 1 . 9 2 0 . 0 ' R T S S M H - 0 9 S T A 5 + 7 8 . 0 7 0 . 0 ' R T S S M H - 0 8 S T A 6 + 7 4 . 1 9 5 . 5 ' R T S S M H - 0 7 S T A 8 + 3 6 . 7 8 0 . 0 ' 9 0 . 0 ° 9 0 . 0 ° I N S T A L L N E W S E W E R M A I N S T U B 5 1 . 0 1 L F 8 " P V C @ 0 . 4 5 % S T A 8 + 1 4 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 P R O P O S E D F I N I S H E D 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 EXISTING GROUNDSURFACE ATCENTERLINE47204725473047354740 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 0+000+501+001+502+002+50 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-4742.23EG CL-4740.77EG CL-4739.30EG CL-4738.67EG CL-4738.38EG CL-4738.10EG CL-4737.77EG CL-4737.44EG CL-4737.08EG CL-4736.85EG CL-4736.45 EG CL-4736.09 EG CL-4735.68 EG CL-4735.44 EG CL-4735.24 EG CL-4734.96 EG CL-4734.72 EG CL-4734.34 EG CL-4733.95 EG CL-4733.61 EG CL-4733.60 EG CL-4733.37 EG CL-4733.08 EG CL-4732.74 EG CL-4732.48 EG CL-4732.32 EG CL-4732.03 EG CL-4731.77 EG CL-4731.37 EG CL-4731.15 EG CL-4730.89 EG CL-4730.52 EG CL-4730.28 EG CL-4729.98 EG CL-4729.80 FG CL-4742.68FG CL-4741.93FG CL-4741.24FG CL-4740.83FG CL-4740.43FG CL-4740.02FG CL-4739.61FG CL-4739.21FG CL-4738.80FG CL-4738.57FG CL-4738.35 FG CL-4738.12 FG CL-4737.90 FG CL-4737.67 FG CL-4737.45 FG CL-4737.22 FG CL-4737.00 FG CL-4736.77 FG CL-4736.55 FG CL-4736.32 FG CL-4736.10 FG CL-4735.87 FG CL-4735.65 FG CL-4735.42 FG CL-4735.20 FG CL-4734.92 FG CL-4734.60 FG CL-4734.29 FG CL-4733.98 FG CL-4733.83 FG CL-4733.68 FG CL-4733.53 FG CL-4733.38 FG CL-4733.23 FG CL-4733.08 STORM DRAIN CROSSINGSTA 1+75.00TOP = 4735.14BOT = 4734.12 S T O R M D R A I N C R O S S I N G S T A 4 + 9 4 . 8 2 T O P = 4 7 3 2 . 1 9 B O T = 4 7 3 1 . 1 7 S T O R M D R A I N C R O S S I N G S T A 7 + 6 8 . 9 6 T O P = 4 7 2 8 . 3 8 B O T = 4 7 2 7 . 3 6 W A T E R C R O S S I N G 8 " C L A S S 5 1 D . I . W A T E R P I P E S T A . 2 + 5 3 . 7 5 T O P = 4 7 2 9 . 5 5 B O T = 4 7 2 8 . 8 4 W A T E R C R O S S I N G 8 " C L A S S 5 1 D . I . W A T E R P I P E S T A . 6 + 8 5 . 6 2 T O P = 4 7 2 4 . 7 2 B O T = 4 7 2 4 . 0 1 P R O P O S E D W A T E R M A I N P R O P O S E D S T O R M S E W E R STA 1+906" SEWER SERVICE S T A 2 + 7 0 6 " S E W E R S E R V I C E S T A 5 + 4 2 6 " S E W E R S E R V I C E S T A 6 + 2 7 6 " S E W E R S E R V I C E S T A 8 + 1 4 6 " S E W E R S E R V I C E INV-INV-INV-INV-INV-INV-INV-INV-INV-4731.67INV-4731.49INV-4731.31 INV-4731.13 INV-4730.95 INV-4730.78 INV-4730.47 INV-4730.35 INV-4730.24 INV-4730.12 INV-4730.01 INV-4729.89 INV-4729.77 INV-4729.66 INV-4729.54 INV-4729.42 INV-4728.97 INV-4728.65 INV-4728.33 INV-4727.91 INV-4727.09 INV-4726.29 INV-4725.49 INV-4724.69 INV-4723.89 INV-4723.09 INV-4722.50 M A I N T A I N 1 8 " M I N U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 7 + 1 4 . 2 5 T O P = 4 7 3 1 . 4 0 B O T = 4 7 3 0 . 3 0 S S M H - 1 0 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 3 7 . 6 1 8 " I N V I N ( S ) = 4 7 3 0 . 7 4 8 " I N V I N ( W ) = 4 7 3 0 . 7 4 8 " I N V O U T ( N ) = 4 7 3 0 . 5 4 D E P T H = 7 . 0 7 ' SSMH-11INSTALL NEW 48" Ø MANHOLESTA ???RIM ELEV=4739.128" INV OUT (N) = 4731.80DEPTH = 7.32' S S M H - 0 8 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 3 4 . 1 3 8 " I N V I N ( S ) = 4 7 2 8 . 0 5 8 " I N V O U T ( N ) = 4 7 2 7 . 8 5 D E P T H = 6 . 2 8 ' S S M H - 0 9 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 3 5 . 4 0 8 " I N V I N ( S ) = 4 7 2 9 . 4 2 8 " I N V O U T ( N ) = 4 7 2 9 . 2 2 D E P T H = 6 . 1 7 ' S S M H - 0 7 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 3 3 . 1 6 8 " I N V I N ( S ) = 4 7 2 2 . 7 7 8 " I N V O U T ( N ) = 4 7 2 2 . 5 8 D E P T H = 1 0 . 5 8 ' 2 4 2 . 1 5 L F 8 " P V C @ 0 . 4 6 % 1 5 9 . 1 1 L F 8 " P V C @ 3 . 1 9 % 9 2 . 6 5 L F 8 " P V C @ 1 . 2 6 % 147.92 LF 8" PVC @ 0 . 7 2 % S T A 4 + 5 7 W A T E R S E R V I C E C R O S S I N G S T A 4 + 6 2 F I R E S E R V I C E C R O S S I N G 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 . 5 3 3 6 1 5 3 0 3 0 6 0 WEST OAK STREET WELLSPRING DRIVE T W I N L A K E S A V E N U E L O T 7 L O T 1 4 L O T 4 L O T 1 5 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-TWIN-LAKES-AVE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A T W I N L A K E S A V E N U E 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 8 + 5 0 5 6 5 9 . 0 0 6 2 0 S S - 5 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1SEWER SERVICES07/08/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 T W I N L A K E S A V E N U E I N S T A L L 7 0 4 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 LOT 13 MATCH L I N E SEE SH E E T SS-6 DAYSPRING AVENUE(FUTURE)DEWATERING SYSTEMSEE SHEET D-7 W A T E R & S E W E R E A S E M E N T 1 1 . 0 ' 11.0' 1 1 . 9 ' R E C O R D D R A W I N G S A B : I N V . = 4 7 3 0 . 9 8 ' A B : I N V . = 4 7 3 0 . 3 6 ' A B : I N V . = 4 7 3 0 . 1 5 ' A B : 4 7 2 2 . 3 7 ' A B : 4 7 2 9 . 4 5 ' A B : 4 7 2 9 . 2 9 ' C37 S78°41'34"W 104.53' L 4 9 C 3 6 S16°28'13"E 467.48'S16° 2 8 ' 1 3 " E 46 1 . 5 1 ' L61 C47 S16°28'13"E 461.51'LOT 12.62 acs.8S8S8S8S8S8S8S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D D S D S D S D S D S D S D S D D S D D S D S D S D 8W8W8W8W8W8W8W8W8W8W8W8W8 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 8 W 8 W 8 W FIRE WSWS WS F I R E W S 179.3°9+0010+0011+00 12+00 13+00 8 4 . 8 ° STA 10+146" SEWER SERVICE STUB (DEEP)PER COB STD DETAIL 02730-3 STA 10+756" SEWER SERVICE STUB (DEEP)PER COB STD DETAIL 02730-3 9 5 . 2 ° SSMH-07STA 8+36.78 0.0' S S M H - 0 4 S T A 1 2 + 3 6 . 7 8 0 . 0 ' 1 1 . 0 ' 1 1 . 0 ' 4715 4720 4725 4730 4735 4740 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 8+509+009+5010+0010+5011+00 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 EG CL-4729.80EG CL-4729.50EG CL-4729.13EG CL-4728.81EG CL-4728.41EG CL-4728.04EG CL-4727.53EG CL-4727.21EG CL-4726.99EG CL-4726.65EG CL-4726.43 EG CL-4726.01 EG CL-4725.49 EG CL-4725.05 EG CL-4724.73 EG CL-4724.46 EG CL-4724.30 EG CL-4724.30 EG CL-4724.38 EG CL-4724.31 EG CL-4724.30 FG CL-4733.08FG CL-4732.93FG CL-4732.78FG CL-4732.63FG CL-4732.48FG CL-4732.33FG CL-4732.18FG CL-4732.03FG CL-4731.88FG CL-4731.73FG CL-4731.58 FG CL-4731.43 FG CL-4731.28 FG CL-4730.93 FG CL-4730.58 FG CL-4730.23 FG CL-4729.88 FG CL-4729.53 FG CL-4729.18 FG CL-4728.83 FG CL-4728.48 S T O R M D R A I N C R O S S I N G S T A 1 2 + 2 1 . 7 2 T O P = 4 7 2 6 . 5 8 B O T = 4 7 2 4 . 5 2 STORM DRAIN CROSSINGSTA 11+14.53TOP = 4727.02BOT = 4726.00 PROPOSED FINISHEDGROUND SURFACEAT CENTERLINE EXISTING GROUNDSURFACE ATCENTERLINE P R O P O S E D W A T E R M A I N PROPOSED STORM SEWERSTA 10+146" SEWER SERVICESTA 10+756" SEWER SE R V I C E INV-4722.50INV-4722.30INV-4722.10INV-4721.90INV-4721.70INV-4721.50INV-4721.30INV-4721.10INV-4720.91INV-4720.71INV-4720.51 INV-4720.31 INV-4720.11 INV-4719.91 INV-4719.71 INV-4719.51 INV- INV- INV- INV- INV- U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 1 + 9 5 . 1 1 T O P = 4 7 2 8 . 1 2 B O T = 4 7 2 7 . 0 1 396.00 LF 8" PVC @ 0.79% 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 . 5 3 3 6 1 5 3 0 3 0 6 0 HARVEST PARKWAY RIGHT-OF-WAYBOUNDARYTWIN LAKES AVENUERIGHT-OF-WAYBOUNDARYL O T 1 LOT 15VERIFY 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-TWIN-LAKES-AVE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A T W I N L A K E S A V E N U E S E W E R I M P R O V E M E N T S S T A 8 + 5 0 T O 1 3 + 5 0 5 6 5 9 . 0 0 6 2 1 S S - 6 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1SEWER SERVICES07/08/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEET SS-5TWIN LAKES AVENU E INSTALL 387 LF 8" PVC SDR 35 SEWER PI P E TYPE A TRENCH BACKFILLTYPE 1 BEDDING S E E S H E E T S S S - 1 & S S - 2 LOT 4 D E W A T E R I N G S Y S T E M S E E S H E E T D - 7 11.9' R E C O R D D R A W I N G S AB: INV.= 4722.22'AB: @ 2.00% GRADEAB: INV.= 4721.65 D Y H S S WVWVWVWV WVWVWVWVWV EWEWEWEWEWEWEWESESESESESESESESESDESDESDESDESEWEW L = 1 9 7 . 6 6 , R = 9 7 0 . 0 0 Δ = 1 1 ° 4 0 ' 3 2 " S 0 ° 3 0 ' 3 5 " E 4 4 1 . 0 3 ' C 3 9 N 1 1 ° 2 3 ' 0 9 " W 3 6 9 . 9 7 ' N 0 ° 3 0 ' 3 5 " W 4 4 0 . 6 3 ' C 3 8 -0+500+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 PC: 5+17.56 PT: 7+07.3 8 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S12S12S12S12S12S12S12S12 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S S D S D S D S D S D S D SDSDSDSDSDSD S D S D S D S D S D S D S D S D S D S D S D SDSDSDSDSD D SD S D D 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8 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 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 F I R E W S FIREWS CORE INTO EXISTING MANHOLECONTRACTOR TO VERIFY DEPTHSTA -0+34.44, 15.65' LTSTA 1+836" SEWE R S E R V I C E S T U B ( S T A N D A R D ) PER COB S T D D E T A I L 0 2 7 3 0 - 2 S T A 5 + 0 7 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 S T A 7 + 4 2 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 115.1°115.9° 1 8 0 . 0 ° 1 7 6 . 3 ° 1 7 2 . 8 ° 9 9 . 6 ° 8 7 . 6 ° 1 8 0 . 0 ° 90.9°89.4°89.2°90.5°EMH-OK-01STA -0+35.27 15.6' LTSSMH-17STA 0+31.50 16.5' LTSSMH-16STA 0+42.16 5.5' RT S S M H - 1 5 S T A 2 + 5 7 . 6 2 5 . 5 ' R T S S M H - 1 4 S T A 5 + 2 6 . 4 1 5 . 5 ' R T S S M H - 1 3 S T A 6 + 5 7 . 0 4 6 . 8 ' R T S S M H - 1 2 S T A 7 + 2 6 . 4 0 5 . 5 ' R T 11.0' 1 1 . 0 ' M P R O P O S E D F I N I S H E D 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 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 4720 4725 4730 4735 4740 4745 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 -0+500+000+501+001+502+00 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 EG CL-4741.24EG CL-4741.72EG CL-4741.53EG CL-4739.68EG CL-4738.04EG CL-4738.02EG CL-4737.92EG CL-4737.74EG CL-4737.40EG CL-4737.14EG CL-4737.01 EG CL-4736.85 EG CL-4736.60 EG CL-4736.30 EG CL-4736.12 EG CL-4735.69 EG CL-4735.37 EG CL-4735.00 EG CL-4734.57 EG CL-4734.35 EG CL-4734.18 EG CL-4734.03 EG CL-4733.62 EG CL-4733.25 EG CL-4733.04 EG CL-4732.75 EG CL-4732.38 EG CL-4732.10 EG CL-4731.79 EG CL-4731.58 EG CL-4731.40 EG CL-4731.20 EG CL-4730.89 EG CL-4730.66 EG CL-4730.47 FG CL-FG CL-FG CL-4742.20FG CL-4741.45FG CL-4740.77FG CL-4740.32FG CL-4739.93FG CL-4739.60FG CL-4739.34FG CL-4739.11FG CL-4738.88 FG CL-4738.65 FG CL-4738.43 FG CL-4738.20 FG CL-4737.97 FG CL-4737.74 FG CL-4737.51 FG CL-4737.28 FG CL-4737.06 FG CL-4736.83 FG CL-4736.60 FG CL-4736.37 FG CL-4735.95 FG CL-4735.52 FG CL-4735.10 FG CL-4734.67 FG CL-4734.25 FG CL-4733.82 FG CL-4733.40 FG CL-4732.97 FG CL-4732.55 FG CL-4732.12 FG CL-4731.87 FG CL-4731.62 FG CL-4731.37 PROPOSED WATER MAIN PROPOSED STORM SEW E R STA 1+836" SEWER SERVICE S T A 7 + 4 2 6 " S E W E R S E R V I C E S T A 5 + 0 7 6 " S E W E R S E R V I C E W A T E R C R O S S I N G 8 " C L A S S 5 1 D . I . W A T E R P I P E S T A . 3 + 4 8 . 3 9 T O P = 4 7 2 8 . 7 3 B O T = 4 7 2 8 . 0 2 S T O R M D R A I N C R O S S I N G S T A 4 + 6 2 . 2 4 T O P = 4 7 3 4 . 5 6 B O T = 4 7 3 3 . 2 9 S T O R M D R A I N C R O S S I N G S T A 7 + 0 2 . 6 1 T O P = 4 7 2 8 . 1 9 B O T = 4 7 2 7 . 1 7 W A T E R C R O S S I N G 8 " C L A S S 5 1 D . I . W A T E R P I P E S T A . 6 + 6 8 . 4 3 T O P = 4 7 2 4 . 1 5 B O T = 4 7 2 3 . 4 5 1 8 " M I N . S E P A R A T I O N EXISTING STORM DRAIN CROSSINGSTA 0+20.90TOP = 4737.57BOT = 4735.77WATER CROSSING10" DUCTILE IRONAPPROXIMATE LOCATIONCONTRACTOR TO FIELD VERIFYSTA. -0+24.81TOP = 4732.78BOT = 4731.90 18" MIN.SEPARATIONINV-INV-4734.01INV-4733.93INV-4733.84INV-4733.34INV-4733.15INV-4732.95INV-4732.76INV-4732.56INV-4732.37INV-4732.17 INV-4731.98 INV-4731.78 INV-4731.34 INV-4731.02 INV-4730.69 INV-4730.37 INV-4730.04 INV-4729.72 INV-4729.39 INV-4729.07 INV-4728.74 INV-4728.42 INV-4728.06 INV-4727.59 INV-4727.24 INV-4726.88 INV-4726.53 INV-4726.17 INV-4725.70 INV-4725.39 INV-4725.04 INV-4724.65 INV-4724.39 INV-4724.12 62.78 LF 12" PVC @ 0.34%20.45 LF 12" PVC @ 0.20%SSMH-16INSTALL NEW 48" Ø MANHOLESTA 0+42.16RIM ELEV=4740.8812" INV IN (SW) = 4733.5912" INV OUT (N) = 4733.39DEPTH = 7.49'SSMH-17INSTALL NEW 48" Ø MANHOLESTA 0+31.50RIM ELEV=4741.3112" INV IN (S) = 4733.8312" INV OUT (NE) = 4733.63DEPTH = 7.68'EMH-OK-01CORE INTO EXISTING 48" Ø MANHOLESTA -0+35.27RIM ELEV=4741.56CONTRACTOR TO FIELD-VERIFYELEVATIONS PRIOR TO ORDERING12" INV OUT (N) = 4734.04DEPTH = 7.51'211.47 LF 12" PVC @ 0.78% S S M H - 1 5 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 2 + 5 7 . 6 2 R I M E L E V = 4 7 3 8 . 3 4 1 2 " I N V I N ( S ) = 4 7 3 1 . 7 4 1 2 " I N V O U T ( N ) = 4 7 3 1 . 5 4 D E P T H = 6 . 8 0 ' 2 6 4 . 8 5 L F 1 2 " P V C @ 1 . 3 0 % 1 2 7 . 3 5 L F 1 2 " P V C @ 1 . 4 1 % S S M H - 1 4 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 5 + 2 6 . 4 1 R I M E L E V = 4 7 3 5 . 3 3 1 2 " I N V I N ( S ) = 4 7 2 8 . 1 0 1 2 " I N V O U T ( N ) = 4 7 2 7 . 9 0 D E P T H = 7 . 4 3 ' 6 5 . 6 9 L F 1 2 " P V C @ 1 . 2 5 % S S M H - 1 2 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 7 + 2 6 . 4 0 R I M E L E V = 4 7 3 1 . 9 4 1 2 " I N V I N ( S ) = 4 7 2 5 . 0 8 1 2 " I N V O U T ( N ) = 4 7 2 4 . 8 8 D E P T H = 7 . 0 6 ' S S M H - 1 3 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 6 + 5 7 . 0 4 R I M E L E V = 4 7 3 3 . 0 7 1 2 " I N V I N ( S ) = 4 7 2 6 . 1 0 8 " I N V I N ( E ) = 4 7 2 6 . 3 7 1 2 " I N V O U T ( N ) = 4 7 2 5 . 9 0 D E P T H = 7 . 1 7 ' 1 8 " M I N . S E P A R A T I O N WATER CROSSING8" CLASS 51 D.I. WATER PIPESTA 0+36.83TOP = 4731.95BOT = 4731.24 S T A 7 + 6 2 W A T E R S E R V I C E C R O S S I N G S T A 7 + 6 6 F I R E S E R V I C E C R O S S I N G 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 . 5 3 3 6 1 5 3 0 3 0 6 0 WEST OAKSTREET RIGHT-OF-WAYBOUNDARY R O S A W A Y S I D E W A L K ( T Y P ) F U T U R E S I D E W A L K ( T Y P ) RIGHT-OF-WAYBOUNDARY L O T 1 4 P A R K L O T 1 5 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-ROSA-WAY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A R O S A W A Y S E W E R I M P R O V E M E N T S S T A - 0 + 5 0 T O 8 + 0 0 5 6 5 9 . 0 0 6 2 2 S S - 7 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1SEWER SERVICES07/08/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 MATCH LIN E SEE SHEE T SS-8 R O S A W A Y I N S T A L L 8 2 4 L F 1 2 " 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 EXISTING 8" SANITARYSEWER MAIN EXISTING 18" STORMSEWER MAINEXISTING 10"WATER MAIN ONCE ALL PHASE 1 SEWERMAINS ARE COMPLETE,CONTRACTOR TO PLUG ANDABANDON THE EXISTINGWEST OUTFALL AND GROUTOUTFALL TO DIRECT FLOW TONEW 12" RECEIVING MAIN S E E S H E E T S S - 3 D E W A T E R I N G S Y S T E M S E E S H E E T D - 7 WELLSPRING DRIVE EXISTING OVERHEAD POWER W A T E R E A S E M E N T R E C O R D D R A W I N G S AB: I N V . = 4 7 3 3 . 3 6 ' A B : I N V . = 4 7 2 9 . 4 2 ' A B : 4 7 2 5 . 0 3 ' A B : 4 7 2 4 . 7 8 ' AB: 4733.53'AB: 4733.33' I N 1 1 ° 2 3 ' 0 9 " W 1 5 4 . 6 1 ' L = 1 5 1 . 4 7 , R = 8 0 0 . 0 0 Δ = 1 0 ° 5 0 ' 5 4 " N 0 ° 4 1 ' 3 0 " W 1 9 6 . 2 6 ' S 1 1 ° 2 3 ' 0 9 " E 3 5 . 5 0 ' S11°23'09"E 419.57'N11°23'09"W369.97' R 3 7 . 7 7 R 3 8 . 0 3 8+009+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PC: 13+16.52 PT: 14+67 . 9 9 12S12S12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S S D S D S D S D SDSDSDSDSDSDSDSDSDSD S D S D D S D S D S D S D S D S D S D S D S D D 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W8W8W8 W 8 W 8 W 8 W 8 W 8 W FIRE WS F I R E W S W S FIREWSSTA 9+516" SEWER SERVICE STUB 8 9 . 9 ° S S M H - 0 6 S T A 1 1 + 2 6 . 4 0 5 . 5 ' R T 11.0' 1 1 . 0 ' 4715 4720 4725 4730 4735 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 8+008+509+009+5010+0010+5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 EG CL-4730.47EG CL-4730.24EG CL-4729.89EG CL-4729.41EG CL-4729.11EG CL-4728.90EG CL-4728.77EG CL-4728.49EG CL-4728.04EG CL-4727.80EG CL-4727.74 EG CL-4727.43 EG CL-4726.75 EG CL-4726.38 EG CL-4726.22 EG CL-4725.92 EG CL-4725.75 EG CL-4725.66 EG CL-4725.53 EG CL-4725.29 EG CL-4724.96 FG CL-4731.37FG CL-4731.12FG CL-4730.87FG CL-4730.62FG CL-4730.37FG CL-4730.12FG CL-4729.87FG CL-4729.62FG CL-4729.37FG CL-4729.12FG CL-4728.87 FG CL-4728.62 FG CL-4728.37 FG CL-4728.12 FG CL-4727.87 FG CL-4727.52 FG CL- FG CL- FG CL- FG CL- FG CL- PROPOSED FINISHEDGROUND SURFACEAT CENTERLINE 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 PROPOSED WA T E R M A I N PROPOSED STORM SEWERSTA 9+516" SEWER SERVICE ST O R M D R A I N C R O S S I N G S T A 1 1 + 0 3 . 2 1 T O P = 4 7 2 5 . 1 4 B O T = 4 7 2 2 . 5 6 INV-4724.12INV-4723.86INV-4723.59INV-4723.33INV-4723.06INV-4722.79INV-4722.53INV-4722.26INV-4722.00INV-4721.73 INV-4721.47 INV-4721.20 INV-4720.94 INV- INV- INV- INV- INV- INV- INV- INV- 396.01 LF 12" PVC @ 1.06% S S M H - 0 6 I N S T A L L N E W 4 8 " Ø M A N H O L E S T A 1 1 + 2 6 . 4 0 R I M E L E V = 4 7 2 8 . 9 4 1 2 " I N V I N ( S ) = 4 7 2 0 . 6 8 1 2 " I N V O U T ( E ) = 4 7 2 0 . 4 8 D E P T H = 8 . 4 6 ' U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 1 + 6 6 . 9 1 T O P = 4 7 2 5 . 1 0 B O T = 4 7 2 4 . 0 0 STA 8+05FIRE SERVICE CROSSING STA 8+09WATER SERVICE CROSSING 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 . 5 3 3 6 1 5 3 0 3 0 6 0 HARVEST PARKWAY RIGHT-OF-WAYBOUNDARYROSA WAY SIDEWALK (TYP)FUTURE SIDEWALK (TYP)RIGHT- O F - W A Y BOUND A R Y LOT 15 P A R K 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-ROSA-WAY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A R O S A W A Y S E W E R I M P R O V E M E N T S S T A 8 + 0 0 T O 1 3 + 0 0 5 6 5 9 . 0 0 6 2 3 S S - 8 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1SEWER SERVICES07/08/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEET SS-7ROSA W A Y INSTALL 324 LF 12" PV C S D R 3 5 S E W E R P I P E TYPE A TREN C H B A C K F I L L TYPE 1 B E D D I N G S E E S H E E T S S - 1 DEWATERING SYSTEMSEE SHEET D-7 R O S A W A Y ( F U T U R E ) R E C O R D D R A W I N G S AB: INV.= 4723.81' C 4 4 L 6 0 C53 C51 8S 8S 8 S 8 S 8 S 8 S 8 S 8 S 8S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S8S D D S D S D S D S D S D S D S D S D 8W8W8W8W8W8W8W8W8W8W8W8W 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W W S F I R E F I R E W S W S W S F I R E WS FIRE WS FIRE 8W 8 3 . 7 ° 7 8 . 8 ° STA 4+14, OFFSET +33.006" SEWER SERVICE STUB (STANDARD)PER COB STD DETAIL 02730-2 3+004+005+00 6+00 7+00 8+00 9+00 10+00 STA 5+63, OFFSET +33.006" SEWER SERVICE STUB (STANDARD)PER COB STD DETAIL 02730-2 S T A 7 + 9 8 , O F F S E T + 3 2 . 8 7 6 " S E W E R S E R V I C E S T U B ( S T A N D A R D ) P E R C O B S T D D E T A I L 0 2 7 3 0 - 2 180.0° 1 6 7 . 0 ° SSMH-24STA 4+57.72 29.0' RT S S M H - 2 3 S T A 5 + 9 1 . 6 8 5 . 6 ' R T S S M H - 1 9 S T A 9 + 5 9 . 0 7 5 . 5 ' R T S S M H - 2 2 S T A 8 + 6 6 . 5 1 5 . 5 ' R T 15.3' 1 1 . 0 ' 1 1 . 0 ' SSMH-24.1STA 4+02.37 5.5' RT90.3°4720 4725 4730 4735 4740 4745 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 FG-4739.97EG-4738.244+00 FG-4740.00EG-4738.53FG-4739.77EG-4738.164+50 FG-4739.55EG-4737.58FG-4739.33EG-4737.235+00 FG-4739.10EG-4737.00FG-4738.88EG-4736.565+50 FG-4738.66EG-4736.10FG-4738.44EG-4735.716+0 0 FG-4738.21 EG-4735.30 FG-4737.99 EG-4734.956 + 5 0 FG-4737.77 EG-4734.79 FG-4737.55 EG-4734.52 7 + 0 0 FG-4737.32 EG-4734.29 FG-4737.10 EG-4734.097 + 5 0 FG-4736.88 EG-4733.84 FG-4736.65 EG-4733.888 + 0 0 FG-4736.43 EG-4733.54 FG-4736.21 EG-4733.058 + 5 0 FG-4736.08 EG-4732.66 FG-4735.94 EG-4732.449 + 0 0 FG- EG-4732.03 FG- EG-4731.719 + 5 0 FG- EG-4731.26 FG- EG-4731.11 1 0 + 0 0 INV-4738.24INV-4738.53INV-4738.16INV-4737.58INV-4737.23INV-4737.00INV-4736.56INV-4736.10 INV-4735.71 INV-4735.30 INV-4734.95 INV-4734.79 INV-4734.52 INV-4734.29 INV-4734.09 INV-4733.84 INV-4733.88 INV-4733.54 INV-4733.05 INV-4732.66 INV-4732.44 INV-4732.03 INV-4731.71 INV-4731.26 INV-4731.11 E X I S T I N G G R O U N D S U R F A C E A T R O A D C E N T E R L I N E PR O P O S E D T E M P O R A R Y G R O U N D S U R F A C E AT R O A D C E N T E R L I N E P R O P O S E D W A T E R M A I N 146.42 LF 8" PVC @ 1.00% 2 7 1 . 3 9 L F 8 " P V C @ 1 . 2 5 % 8 9 . 6 5 L F 8 " P V C @ 1 . 2 5 % F I N I S H E D G R A D E F O R S I T E ( E X C L U D I N G D A Y S P R I N G T E M P O R A R Y R O A D ) STA 4+146" SEWER SERVICE 67.97 LF 8" PVC @ 0.50%STA 4+64WATER SERVICE CROSSING STA 4+67FIRE SERVICE CROSSING S T A 7 + 0 5 W A T E R S E R V I C E C R O S S I N G S T A 7 + 1 0 F I R E S E R V I C E C R O S S I N G 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 . 5 3 3 6 1 5 3 0 3 0 6 0 W E L L S P R I N G D R I V E LOT 12VERIFY 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-DAYSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A D A Y S P R I N G A V E N U 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 0 + 0 0 5 6 5 9 . 0 0 6 2 4 S S - 9 D S L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 D A Y S P R I N G A V E N U E I N S T A L L 5 7 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 DAY S P R I N G A V E N U E LOT 13 L O T 1 0 L O T 9 L O T 8 LOT 7 P R O P O S E D 2 0 ' A L L - W E A T H E R A C C E S S P E R D E T A I L 3 D - 2 S E E S H E E T S S - 4 PROPOSED 20' ALL-WEATHERACCESS SHOULDER EXTENSION R E C O R D D R A W I N G S A B : I N V . = 4 7 2 9 . 3 7 ' AB: INV.= 4732.00'AB: INV.= 4733.60' 4710 4715 4720 4725 4730 4735 4 7 1 0 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 15+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 CL-4727.19EG CL-4726.65EG CL-4726.29EG CL-4726.16EG CL-4725.77 EG CL-4725.37 EG CL-4725.11 EG CL-4724.56 EG CL-4724.26 EG CL-4723.94 EG CL-4723.68 EG CL-4723.36 EG CL-4723.06 EG CL-4722.79 EG CL-4722.47 EG CL-4722.12 EG CL-4721.71 EG CL-4721.32 EG CL-4720.92 EG CL-4720.39 EG CL-4719.86 4 9 5 . 0 1 L F 2 1 " P V C @ 0 . 4 6 % INV-4713.82INV-4713.71INV-4713.59INV-4713.48INV-4713.36 INV-4713.25 INV-4713.13 INV-4713.02 INV-4712.90 INV-4712.79 INV-4712.50 INV-4712.38 INV-4712.27 INV-4712.15 INV-4712.04 INV-4711.92 INV-4711.81 INV-4711.69 INV-4711.58 INV-4711.46 INV-4711.35 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 S S M H - 2 6 I N S T A L L N E W 6 0 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 2 3 . 6 4 2 1 " I N V I N ( S ) = 4 7 1 2 . 7 8 8 " I N V I N ( W ) = 4 7 1 3 . 6 5 2 1 " I N V O U T ( N ) = 4 7 1 2 . 5 8 D E P T H = 1 1 . 0 6 ' 274.39 LF 21" PVC @ 0 . 4 6 % P R O P O S E D F U T U R E F I N S H E D G R A D E S ESESESESES E S E S E S E S E S E S E S E S E S E S E S E S E S E S I I L = 6 0 7 . 6 8 , R = 7 9 0 6 . 7 7 Δ = 4 ° 2 4 ' 1 3 " L=495.63,R=7455.17Δ=3°48'33"44+00.00 4 5 + 0 0 . 0 0 4 6 + 0 0 . 0 0 4 7 + 0 0 . 0 0 4 8 + 0 0 . 0 0 4 9 + 0 0 . 0 0 43+50.0044+50.00 4 5 + 5 0 . 0 0 4 6 + 5 0 . 0 0 4 7 + 5 0 . 0 0 4 8 + 5 0 . 0 0 4 9 + 5 0 . 0 0 21S21S21S21S21S21S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 21 S 21 S 21 S 21 S 21 S 8 S 8 S 8 S 16+00 17+00 18+00 19+00 2 0 + 0 0 21+00 S S M H - 2 6 S T A ? ? ? ? ? ? ' ? ? ? 8 8 . 4 ° 9 1 . 6 ° 8 8 . 2 5 L F 8 " P V C @ 0 . 4 5 % I N S T A L L N E W 8 " C A P O N S E W E R M A I N S T U B S T A 1 7 + 7 7 . 4 3 , 9 0 . 7 3 ' L T 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 . 5 3 3 6 1 5 3 0 3 0 6 0 C O T T O N W O O D R O A D ( F U T U R E ) T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-COTTONWOOD-RD.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A C O T T O N W O O D R O A D S E W E R I M P R O V E M E N T S S T A 1 5 + 5 0 T O 2 0 + 5 0 5 6 5 9 . 0 0 6 2 6 S S - 1 1 G P S L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEETSS-10 C O T T O N W O O D R O A D I N S T A L L 4 9 0 L F 2 1 " 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 T E : C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P E R F O R M I N G B Y P A S S P U M P I N G I N A C C O R D A N C E W I T H C O B R E Q U I R E M E N T S . T H E E X I S T I N G L I N E M U S T R E M A I N I N S E R V I C E W H I L E P R O P O S E D S E C T I O N S A R E R E P L A C E D . E X I S T I N G 2 1 " S E W E R M A I N T O B E R E P L A C E D E X I S T I N G N A T U R A L G A S M A I N MATCH LINE SEE SHEET SS-12 E X I S T I N G 6 0 " M A N H O L E C O N T R A C T O R T O P R O V I D E N E W B A S E A N D R E - U S E A S M A N Y E X I S T I N G S T A N D A R D B A R R E L S E C T I O N S A S P O S S I B L E R E C O R D D R A W I N G S I S S ESESESESESESE S E S E S E S E S E S E S E S E S E S E S E S E S MW L = 4 9 5 . 6 3 , R = 7 4 5 5 . 1 7 Δ = 3 ° 4 8 ' 3 3 " S 1 ° 0 0 ' 2 8 " W 1 1 8 . 0 1 ' 202.53'71.02' R 7 9 6 6 . 6 1 ' 38+00.0039+00.0040+00.00 4 1 + 0 0 . 0 0 4 2 + 0 0 . 0 0 4 3 + 0 0 . 0 0 4 4 + 0 0 . 0 0 PC: 41+08.20 38+50.0039+50.00 4 0 + 5 0 . 0 0 4 1 + 5 0 . 0 0 4 2 + 5 0 . 0 0 4 3 + 5 0 . 0 0 12S12S12S12S12S 2 1 S 2 1 S 2 1 S 2 1 S 21S21S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 2 1 S 21S21S21S21S8S8S 8W8W8WE MH-10STA 9+99.77 0.0'SSMH-0 1 STA 11+ 3 0 . 2 5 0 . 0 ' S S M H - 2 5 S T A 1 5 + 0 0 . 1 1 0 . 0 ' 10+0011+00 12+00 13+00 14+00 15+00 16+00 91.5°88.5° 1 8 0 . 0 ° 90.0°90.0°INSTALL NEW 8" CAPON SEWER MAIN STUBSTA 11+30.26, 55.00' RT 52.50 LF 8" PVC @ 0.45%4710 4715 4720 4725 4730 4735 4 7 1 0 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 9+5010+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 CL-4733.98EG CL-4733.67EG CL-4733.53EG CL-4733.04EG CL-4732.79EG CL-4732.48EG CL-4732.25EG CL-4732.00EG CL-4731.62EG CL-4731.29 EG CL-4731.08 EG CL-4730.83 EG CL-4730.58 EG CL-4729.94 EG CL-4729.63 EG CL-4729.47 EG CL-4729.27 EG CL-4729.10 EG CL-4728.79 EG CL-4728.55 EG CL-4728.31 EG CL-4727.96 EG CL-4727.70 EG CL-4727.49 EG CL-4727.19 125.57 LF 21" PVC @ 4.64%SSMH-01INSTALL NEW 60" Ø MANHOLESTA 11+30.25RIM ELEV=4732.978" INV IN (E) = 4716.9712" INV IN (W) = 4716.6921" INV IN (S) = 4716.0921" INV OUT (N) = 4715.89DEPTH = 17.08' 3 6 4 . 8 6 L F 2 1 " P V C @ 0 . 4 5 % S S M H - 2 5 I N S T A L L N E W 6 0 " Ø M A N H O L E S T A 1 5 + 0 0 . 1 1 R I M E L E V = 4 7 2 7 . 8 8 2 1 " I N V I N ( S ) = 4 7 1 4 . 2 4 2 1 " I N V O U T ( N ) = 4 7 1 4 . 0 4 D E P T H = 1 3 . 8 4 ' INV-INV-INV-INV-4720.86INV-4719.70INV-4718.54INV-4717.38INV-4716.22INV-4715.81INV-4715.70 INV-4715.59 INV-4715.47 INV-4715.36 INV-4715.25 INV-4715.13 INV-4715.02 INV-4714.91 INV-4714.79 INV-4714.68 INV-4714.57 INV-4714.46 INV-4714.34 INV-4714.14 INV-4713.94 INV-4713.82 E MH-10EXISTING 60" Ø MANHOLESTA 9+99.77RIM ELEV=4733.5021" INV OUT (S) = 4722.1121" INV OUT (N) = 4721.91DEPTH = 11.59' 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 BP BP BP BP BP BP BP STA 11+62.00BP X-ING - DEPTH UNKNOWN 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 . 5 3 3 6 1 5 3 0 3 0 6 0 C O T T O N W O O D R O A D ( F U T U R E ) T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-COTTONWOOD-RD.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A C O T T O N W O O D R O A D S E W E R 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 5 6 5 9 . 0 0 6 2 5 S S - 1 0 G P S L R H M E E 7 / 0 9 / 2 0 2 1 3ADD 8" SEWER STUB TO SPORTS PARK5/12/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 MATCH LINE SEE SHEET SS-11 C O T T O N W O O D R D . I N S T A L L 5 3 8 L F 2 1 " 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 S E E S H E E T S S - 2 HARVESTPARKWAY E X I S T I N G 2 1 " S E W E R M A I N T O B E R E P L A C E D CONNECT TO EXISTINGMANHOLE. CONTRACTORTO FIELD VERIFYELEVATION CONNECT TO EXISTINGMANHOLE. CONTRACTORTO FIELD VERIFYELEVATION LOT 3 E X I S T I N G 6 0 " M A N H O L E C O N T R A C T O R T O P R O V I D E N E W B A S E A N D R E - U S E A S M A N Y E X I S T I N G S T A N D A R D B A R R E L S E C T I O N S A S P O S S I B L E EXISTING N A T U R A L GAS MAIN N O T E : C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P E R F O R M I N G B Y P A S S P U M P I N G I N A C C O R D A N C E W I T H C O B R E Q U I R E M E N T S . T H E E X I S T I N G L I N E M U S T R E M A I N I N S E R V I C E W H I L E P R O P O S E D S E C T I O N S A R E R E P L A C E D . EXISTING 21" SEWER MAIN E X I S T I N G B U R I E D P O W E R R E C O R D D R A W I N G S AB: INV.= 4717.13' 4705 4710 4715 4720 4725 4730 4 7 0 5 4 7 1 0 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 20+5021+0021+50 2 2 + 0 0 2 2 + 5 0 2 3 + 0 0 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 EG CL-4719.86EG CL-4719.45EG CL-4718.91EG CL-4718.48EG CL-4718.09 EG CL-4717.84 EG CL-4717.63 EG CL-4717.50 EG CL-4717.26 EG CL-4717.17 EG CL-4717.15 EG CL-4717.13 EG CL-4716.87 EG CL-4716.49 EG CL-4716.49 EG CL-4716.46 EG CL-4716.61 EG CL-4716.39 EG CL-4716.44 EG CL-4717.00 EG CL-4716.04 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 2 1 6 . 0 7 L F 2 1 " P V C @ 0 . 4 6 % E - M H - 1 3 E X I S T I N G 6 0 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 1 6 . 5 3 2 1 " I N V I N ( S ) = 4 7 0 9 . 1 1 2 7 " I N V O U T ( E ) = 4 7 0 8 . 9 1 D E P T H = 7 . 6 2 ' INV-4711.35INV-4711.23INV-4711.12INV-4711.00INV-4710.89 INV-4710.77 INV-4710.65 INV-4710.54 INV-4710.42 INV-4710.31 INV-4710.02 INV-4709.91 INV-4709.79 INV-4709.68 INV-4709.56 INV-4709.45 INV-4709.33 INV-4709.22 INV-4709.11 INV-4709.06 INV-4709.01 NG NG NG NG STA 24+88.54 CULVERT X-ING - DEPTH UNKNOWN STA 25+15.81 NG X-ING - DEPTH UNKNOWN S S M H - 2 7 I N S T A L L N E W 6 0 " Ø M A N H O L E S T A ? ? ? R I M E L E V = 4 7 1 7 . 1 6 2 1 " I N V I N ( S ) = 4 7 1 0 . 3 0 2 1 " I N V O U T ( N ) = 4 7 1 0 . 1 0 D E P T H = 7 . 0 5 ' == = [ ] = = = == = [ ] = = = = = = [ ] = = = = = = [ ] = = = = = = [ ] = = = = = = [ ] = = = = = = [ ] = = = T G V D Y H S W V ESESESESES E S E S E S E S E S E S E S E S E S E S E S E S ===[]=== I I I E S E S S WV E S D E S D G V 1605036 4714.714 100 L=607.68,R=7906.77Δ=4°24'13"49+00.00 5 0 + 0 0 . 0 0 5 1 + 0 0 . 0 0 5 2 + 0 0 . 0 0 5 3 + 0 0 . 0 0 5 4 + 0 0 . 0 0 PRC: 51+70.54 PRC: 5 3 + 9 5 . 0 0 48+50.00 49+50.00 5 0 + 5 0 . 0 0 5 1 + 5 0 . 0 0 5 2 + 5 0 . 0 0 5 3 + 5 0 . 0 0 21 S 21 S 21 S 21 S 21 S 21 S 21 S 21 S 21 S 21 S 21 S 21 S 21 S 21S 21S 21S 21S 21S S S M H - 2 7 S T A 2 2 + 7 9 . 4 9 0 . 0 ' 25+51 20+00 21+00 22+00 23+00 24+00 25+00 E - M H - 1 3 S T A ? ? ? ? ? ? ' ? ? ? 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 . 5 3 3 6 1 5 3 0 3 0 6 0 C O T T O N W O O D R O A D ( F U T U R E ) T H I S R E C O R D D R A W I N G H A S B E E N P R E P A R E D , I N P A R T , B Y I N F O R M A T I O N P R O V I D E D B Y O T H E R S . T H E E N G I N E E R H A S N O T V E R I F I E D T H E A C C U R A C Y A N D / O R C O M P L E T E N E S S O F T H I S I N F O R M A T I O N I N A L L I N S T A N C E S A N D S H A L L N O T B E R E S P O N S I B L E F O R A N Y E R R O R S O R O M I S S I O N S T H A T M A Y B E I N C O R P O R A T E D A S A R E S U L T O F I N F O R M A T I O N P R O V I D E D B Y O T H E R S . 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\SEWER\5659006_SS-COTTONWOOD-RD.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 VERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY! N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A C O T T O N W O O D R O A D S E W E R I M P R O V E M E N T S S T A 2 0 + 5 0 T O 2 5 + 5 0 5 6 5 9 . 0 0 6 2 7 S S - 1 2 L R H L R H M E E 7 / 0 9 / 2 0 2 1 2COB REVISION #2 05/07/2021LRH COB REVISION #2 (STREET AND STORM)06/09/2021LRH3RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 3COB REVISION #2 (STREET AND STORM) RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEETSS-11 C O T T O N W O O D R O A D I N S T A L L 4 4 8 L F 2 1 " 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 T E : C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R P E R F O R M I N G B Y P A S S P U M P I N G I N A C C O R D A N C E W I T H C O B R E Q U I R E M E N T S . T H E E X I S T I N G L I N E M U S T R E M A I N I N S E R V I C E W H I L E P R O P O S E D S E C T I O N S A R E R E P L A C E D . EXISTING 21" SEWE R M A I N TO BE REPLACED E X I S T I N G N A T U R A L G A S M A I N C O N N E C T T O E X I S T I N G M A N H O L E . C O N T R A C T O R T O F I E L D V E R I F Y L O C A T I O N A N D E L E V A T I O N E X I S T I N G N A T U R A L G A S M A I N E X I S T I N G B U R I E D F I B E R E X I S T I N G C U L V E R T C O N N E C T T O E X I S T I N G M A N H O L E . C O N T R A C T O R T O F I E L D V E R I F Y L O C A T I O N A N D E L E V A T I O N R E C L A I M E X S T . 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 1 1 K E Y N O T E S A P E R M A N E N T A C C E S S F O R M A N H O L E M A I N T E N A N C E W I L L B E P R O V I D E D A S P A R T O F T H E S E P A R A T E C O T T O N W O O D R O A D P R O J E C T B Y T H E C I T Y O F B O Z E M A N . R E C O R D D R A W I N G S 8S 8S 8S 8S 8S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S 12S 12S 12S 12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S12S12S12S S 8 9 ° 2 7 ' 4 6 " W 1 7 5 . 0 2 ' C 3 7 S 7 8 ° 4 1 ' 3 4 " W 1 0 4 . 5 3 ' L49 C36 S 7 8 ° 4 1 ' 3 4 " W 5 4 7 . 8 9 ' N11°23'09"W154.61'S11°23'09"E35.50'S78°41'34"W 227.20' N 7 8 ° 4 1 ' 3 4 " E 4 4 7 . 3 6 ' S16°28'13"E 461.51' L 6 1 C 4 7 S 8 9 ° 2 7 ' 4 6 " W 1 8 8 . 4 4 ' D S D S D S D S D S D S D D SDSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD D SD D D SDSDSDSDSD SD SD SD SDD S D S D S D S D S D S D 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8WFIREWSWS WS WSFIRE WS FIRE F I R E W S 12+0013+0014+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 8 " 1 1 . 2 5 ° B E N D S T A 1 9 + 6 3 . 5 0 O F F S E T - 1 1 . 8 0 8 " C R O S S S T A 1 8 + 3 6 . 5 9 O F F S E T - 1 1 . 0 0 8" CROSSSTA 13+20.72OFFSET -11.008" END CAP & SOLID PLUG CAPSTA 12+56.82OFFSET -11.00 8 " G A T E V A L V E S T A 1 8 + 7 9 . 7 3 O F F S E T - 1 1 . 0 0 8 " G A T E V A L V E S T A 1 8 + 1 3 . 4 6 O F F S E T - 1 1 . 0 0 8" GATE VALVESTA 13+56.23OFFSET -11.00 P I P E J O I N T D E F L E C T I O N S T A 1 9 + 8 1 . 6 3 , 1 1 . 0 0 ' L T S T A 1 4 + 6 4 , O F F S E T + 3 5 . 5 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 7 + 3 9 , O F F S E T + 3 5 . 5 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 7 + 4 3 , O F F S E T + 3 5 . 5 0 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 1 4 + 6 6 , O F F S E T + 4 3 . 5 0 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E 8 X 6 T E E S T A 1 6 + 4 9 . 4 2 O F F S E T - 1 1 . 0 0 8 " 1 1 . 2 5 ° B E N D S T A 1 8 + 0 5 . 3 8 O F F S E T - 1 1 . 0 0 8 " 1 1 . 2 5 ° B E N D S T A 1 8 + 6 9 . 0 6 O F F S E T - 1 1 . 0 0 8 " 1 1 . 2 5 ° B E N D S T A 1 7 + 8 5 . 6 4 O F F S E T - 1 1 . 0 0 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 1 6 + 4 9 . 3 9 O F F S E T - 2 4 . 5 0 B U R Y = 4 7 2 9 . 5 8 D E P T H = 8 . 0 ' 3 . 0 ' 1 1 . 0 ' 1 1 . 0 ' 1 1 . 9 ' 11.0'FLUSHING HYD ASMBLYWITH 2" TYPE "K" COPPER LEADPER COB STD DETAIL 02660-7STA 12+54.82OFFSET -21.50BURY = 4725.55 HYD & LEAD VLV AS M B L Y PER COB STD DETA I L 0 2 6 6 0 - 4 STA 13+97.21OFFSET -24.51BURY = 4728.31DEPTH = 8.0' S T A 1 6 + 9 2 , O F F S E T + 4 3 . 5 0 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 1 6 + 9 4 , O F F S E T + 3 5 . 5 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E 3.0'4715 4720 4725 4730 4735 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 12+0012+5013+0013+5014+0014+50 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 EG CL-4724.70EG CL-4724.88EG CL-4725.18EG CL-4725.64EG CL-4725.83EG CL-4726.32EG CL-4726.75EG CL-4726.16EG CL-4726.10EG CL-4726.14EG CL-4726.16 EG CL-4726.07 EG CL-4725.76 EG CL-4725.71 EG CL-4725.81 EG CL-4725.95 EG CL-4726.00 EG CL-4725.87 EG CL-4725.82 EG CL-4725.75 EG CL-4725.87 EG CL-4725.84 EG CL-4725.59 EG CL-4725.24 EG CL-4724.68 EG CL-4724.10 EG CL-4724.41 EG CL-4724.96 EG CL-4725.29 EG CL-4725.22 EG CL-4724.97 EG CL-4724.87 EG CL-4725.05 EG CL-4725.25 EG CL-4725.08 FG CL-4728.17FG CL-4728.05FG CL-4727.92FG CL-4727.85FG CL-4727.97FG CL-4728.10FG CL-4728.23FG CL-4728.35FG CL-4728.48FG CL-4728.60FG CL-4728.73 FG CL-4728.86 FG CL-4728.98 FG CL-4729.11 FG CL-4729.23 FG CL-4729.36 FG CL-4729.49 FG CL-4729.61 FG CL-4729.74 FG CL-4729.63 FG CL-4729.50 FG CL-4729.38 FG CL-4729.25 FG CL-4729.23 FG CL-4729.39 FG CL-4729.72 FG CL-4730.03 FG CL-4729.65 FG CL-4729.45 FG CL-4729.33 FG CL-4729.25 FG CL-4729.38 FG CL-4729.50 FG CL-4729.63 FG CL-4729.75 P R O P O S E D F I N I S H E D G R O U N D S U R F A C E A T R O A D 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 R O A D C E N T E R L I N E S T O R M D R A I N C R O S S I N G S T A 1 9 + 4 4 . 9 2 T O P = 4 7 2 6 . 8 3 B O T = 4 7 2 5 . 8 1 P R O P O S E D S T O R M S E W E R P R O P O S E D S E W E R M A I N S T O R M D R A I N C R O S S I N G S T A 1 7 + 6 5 . 2 1 T O P = 4 7 2 6 . 3 8 B O T = 4 7 2 5 . 3 6 STORM DRAIN CROSSINGSTA 13+87.21TOP = 4725.20BOT = 4724.17 S T A 1 9 + 6 3 . 5 0 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 1 . 4 4 S T A 1 8 + 3 6 . 5 9 8 " C R O S S P I P E I N V = 4 7 1 6 . 9 1 S T A 1 8 + 1 3 . 4 6 8 " G A T E V A L V E P I P E I N V = 4 7 1 6 . 9 1 STA 13+56.238" GATE VALVEPIPE INV = 4720.41 STA 13+20.728" CROSSPIPE INV = 4720.39STA 12+56.828" END CAP & SOLID PLUG CAPPIPE INV = 4719.89INV-INV-INV-INV-4720.12INV-4720.39INV-4720.39INV-4720.40INV-4720.43INV-4720.49INV-4720.78INV-4721.08 INV-4721.26 INV-4721.31 INV-4721.36 INV-4721.40 INV-4721.45 INV-4721.49 INV-4721.54 INV-4721.58 INV-4721.45 INV-4721.31 INV-4721.18 INV-4721.04 INV-4720.91 INV-4718.01 INV-4716.91 INV-4717.33 INV-4721.20 INV-4721.29 INV-4721.35 INV-4721.40 INV-4721.45 INV-4721.58 INV-4721.74 INV-4721.91 S T A 1 4 + 6 3 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 6 + 9 1 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 2 0 + 1 7 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 1 4 + 6 6 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 1 6 + 9 5 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 2 0 + 2 2 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 8 + 7 9 . 7 3 8 " G A T E V A L V E P I P E I N V = 4 7 2 1 . 2 5 S T A 1 8 + 0 5 . 3 8 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 1 6 . 9 5 S T A 1 8 + 4 7 . 9 6 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 1 6 . 9 2 S T A 1 6 + 4 9 . 4 2 8 X 6 T E E P I P E I N V = 4 7 2 1 . 5 8 S T A 1 7 + 8 5 . 6 4 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 0 . 8 5 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 1 6 + 4 9 . 3 9 S T A 1 8 + 6 9 . 0 6 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 1 . 1 3 DEWATERING SYSTEM CROSSINGSTA 12+91.24TOP = 4719.25BOT = 4718.23 D E W A T E R I N G S Y S T E M C R O S S I N G S T A 1 8 + 1 2 . 0 6 T O P = 4 7 2 1 . 9 1 B O T = 4 7 2 0 . 8 9 MAINTAIN1' MIN HYD & LEAD VL V A S M B L Y PER COB STD D E T A I L 0 2 6 6 0 - 4 STA 13+97.21STA 13+97.218 X 6 TEEPIPE INV = 4720.46 S T A 1 6 + 4 4 . 4 2 8 " G A T E V A L V E P I P E I N V = 4 7 2 1 . 5 8 STORM DRAIN CROSSINGSTA 12+65.37TOP = 4724.93BOT = 4722.34MAINTAIN18" MIN STA 12+65INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5 STA 13+87INSTALL 4" INSUL A T I O N PER DETAIL 2 SH E E T D - 5 S T A 1 7 + 6 5 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 S T A 1 9 + 4 5 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 S T A 1 7 + 3 9 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 7 + 4 3 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 1 4 + 6 4 . 2 6 D E F L E C T P I P E J O I N T S I N V = 4 7 2 1 . 2 4 STA 12+96.56DEFLECT PIPE JOINTSINV = 4720.39 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 . 5 3 3 6 1 5 3 0 3 0 6 0 ROSA WAY H A R V E S T P A R K W A Y R I G H T - O F - W A Y B O U N D A R Y L O T 1 5 L O T 1 TWIN LAKES AVEN U 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-HARVEST-PKWY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A H A R V E S T P A R K 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 2 0 + 5 0 5 6 5 9 . 0 0 6 2 8 W - 1 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1CONSTRUCTION REV.1 - RESOLVE DEWATERING CONFLICT6/28/2021LRH2WATER SERVICES07/09/2021CPK 12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH RECORD DRAWINGS 11/30/2021 MATCH LI N E SEE SHEE T W-2 H A R V E S T P A R K W A Y I N S T A L L 7 7 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 SEE SHEETS W-7 & W-8 S E E S H E E T S W - 5 & W - 6 DEWATERING SYSTEMSEE SHEET D-7 D E W A T E R I N G S Y S T E M S E E S H E E T D - 7 NOTES:1.INSTALL 6" FIRE SERVICE PER COB STD DETAIL 02660-13. INSTALL SERVICE STUB TO THEPROPERTY LINE AND TERMINATE WITH A GATE VALVE.2. INSTALL 4" WATER SERVICES PER COB STD DETAIL 02260-12. INSTALL SERVICE STUB TOTHE PROPERTY LINE AND TERMINATE WITH A GATE VALVE. 2 R E C O R D D R A W I N G S A B : I N V . = 4 7 2 1 . 5 7 ' A B : I N V . = 4 7 2 1 . 4 8 ' A B : I N V . = 4 7 2 1 . 6 5 ' A B : I N V . = 4 7 2 1 . 4 9 ' A B : I N V . = 4 7 2 1 . 2 0 ' A B : I N V . = 4 7 2 1 . 2 0 ' S0°59'41"W 2627.49' 8S 12S12S12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 21S 21S 21S 21S 21S 21S 21S 21S 8 S 8 S I ES ES ES ES ES ES ES ES ES 39+00.00 40+00.0038+50.00 39+50.00 40+50.00 S89°27'46"W 175.02' S1°00'28"W 118.01' S 8 9 ° 2 7 ' 4 6 " W 4 8 6 . 9 2 ' N 8 9 ° 2 7 ' 4 6 " E 2 6 4 . 8 6 ' 202.53'71.02' S89°27'46"W 188.44'LOT 20.75 acs.N89°27'46"E206.76' S0°32'15"E 133.91' N0°32'14"W115.05' SD SD SD DSD SDD S D SDSDSDSD S D S D SDSDSDSDSDSD 8W 8W 8W 8W 8W8W8W8W8W8W8W8W8W8W8W8W8W 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 WS WS FIRE WS WSFIRE W W W W W W W W W W W W W W 28+00 21+0022+0023+00 2 4 + 0 0 25+00 26+00 27+00 8" C R O S S STA 23 + 6 6 . 5 1 OFFSET - 1 1 . 0 0 8 X 6 TEESTA 21+52.40OFFSET -11.00 8 " G A T E V A L V E S T A 2 4 + 0 2 . 0 1 O F F S E T - 1 1 . 0 0 8" GATE VALVESTA 21+47.40OFFSET -11.008" GATE V A L V E STA 23 + 4 2 . 0 1 OFFSET - 1 1 . 0 0 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 21+52.40OFFSET -25.50BURY = 4730.13DEPTH = 7.5'INSTALL 4 5 . 6 6 L F 8" CLASS 51 D.I. WATE R P I P E INSTALL 33. 0 0 L F 8" CLASS 51 D.I. WATER P I P E 8 " E N D C A P & S O L I D P L U G C A P S T A 2 3 + 6 6 . 5 1 O F F S E T - 4 4 . 5 0 I N V = 4 7 2 3 . 4 4 8 X 6 T E E STA 23+ 6 6 . 5 1 OFFSET + 5 6 . 5 0 INV = 47 2 3 . 7 1 INSTALL 20. 2 4 L F 8" CLASS 51 D.I. WATER P I P E 8 " G A T E V A L V E S T A 2 3 + 6 6 . 5 1 O F F S E T + 3 5 . 5 0 I N V = 4 7 2 3 . 6 0 I N S T A L L 2 . 5 8 L F 8 " C L A S S 5 1 D . I . W A T E R P I P E 8 " E N D C A P O N L Y S T A 2 3 + 6 6 . 5 1 O F F S E T + 5 9 . 4 9 I N V = 4 7 2 3 . 7 1 HYD & LEAD VLV AS M B L Y PER COB STD DETAIL 02 6 6 0 - 4 STA 23+ 5 3 . 5 1 OFFSET + 5 6 . 5 0 BURY = 47 3 1 . 7 1 DEPTH = 8 . 0 ' STA 22+58, OFFSET +43.502" TYPE "K" COPPER WATER SERVICE S T A 2 5 + 2 1 , O F F S E T + 4 3 . 5 0 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 2 5 + 2 6 , O F F S E T + 3 5 . 5 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E STA 22+63, OFFSET +35.506" CLASS 51 D.I. FIRE SERVICE 8 " E N D C A P O N L Y S T A 2 6 + 3 8 . 0 9 O F F S E T - 1 1 . 0 0 F L U S H I N G H Y D A S M B L Y W I T H 2 " T Y P E " K " C O P P E R L E A D P E R C O B S T D D E T A I L 0 2 6 6 0 - 7 S T A 2 3 + 5 3 . 5 1 O F F S E T - 4 6 . 5 3 B U R Y = 4 7 2 8 . 7 8 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 2 6 + 2 4 . 3 9 O F F S E T - 2 4 . 5 0 B U R Y = 4 7 3 2 . 7 9 D E P T H = 8 . 5 ' 4715 4720 4725 4730 4735 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 P R O P O S E D F I N I S H E D G R O U N D S U R F A C E A T R O A D 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 R O A D C E N T E R L I N E STORM DRAIN CROSSINGSTA 21+90.16TOP = 4727.80BOT = 4726.77 P R O P O S E D S T O R M S E W E R P R O P O S E D S E W E R M A I N 20+5021+0021+5022+0022+5023+00 2 3 + 5 0 2 4 + 0 0 2 4 + 5 0 2 5 + 0 0 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 2 7 + 0 0 2 7 + 5 0 2 8 + 0 0 EG CL-4725.08EG CL-4724.88EG CL-4724.80EG CL-4724.82EG CL-4724.77EG CL-4724.62EG CL-4724.67EG CL-4724.81EG CL-4725.68EG CL-4726.56EG CL-4726.78 EG CL-4726.99 EG CL-4727.31 EG CL-4727.73 EG CL-4728.21 EG CL-4728.52 EG CL-4728.80 EG CL-4729.04 EG CL-4729.14 EG CL-4729.33 EG CL-4729.95 EG CL-4730.48 EG CL-4730.81 EG CL-4730.92 EG CL-4731.11 EG CL-4731.44 EG CL-4731.93 EG CL-4732.07 EG CL-4731.63 EG CL-4731.27 EG CL-4731.22 FG CL-4729.75FG CL-4729.88FG CL-4730.00FG CL-4730.13FG CL-4730.25FG CL-4730.38FG CL-4730.50FG CL-4730.63FG CL-4730.75FG CL-4730.88FG CL-4731.00 FG CL-4731.13 FG CL-4731.25 FG CL-4731.49 FG CL-4731.78 FG CL-4732.15 FG CL-4732.53 FG CL-4732.90 FG CL-4733.22 FG CL-4733.34 FG CL-4733.47 FG CL-4733.34 FG CL-4733.02 FG CL-4732.65 FG CL-4732.22 FG CL- FG CL- FG CL- FG CL- FG CL- FG CL- STA 21+52.408 X 6 TEEPIPE INV = 4722.63 S T A 2 3 + 6 6 . 5 1 8 " C R O S S P I P E I N V = 4 7 2 3 . 3 7 STA 21+47.408" GATE VALVEPIPE INV = 4722.60 ST A 2 3 + 4 2 . 0 1 8" G A T E V A L V E PIPE IN V = 4 7 2 3 . 2 9 S T A 2 4 + 0 2 . 0 1 8 " G A T E V A L V E P I P E I N V = 4 7 2 3 . 4 8 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 21+52.40INV-4721.93INV-4722.10INV-4722.27INV-4722.45INV-4722.62INV-4722.69INV-4722.78INV-4722.87INV-4722.96INV-4723.05INV-4723.14 INV-4723.23 INV-4723.31 INV-4723.40 INV-4723.47 INV-4723.53 INV-4723.59 INV-4723.65 INV-4723.71 INV-4723.77 INV-4723.83 INV-4723.89 INV-4723.95 INV-4724.01 INV- INV- INV- INV- INV- INV- INV- STA 22+582" TYPE "K" COPPERWATER SERVICE S T A 2 5 + 2 1 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E STA 22+636" CLASS 51 D . I . F I R E S E R V I C E S T A 2 5 + 2 6 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 2 6 + 3 8 . 0 9 8 " E N D C A P O N L Y P I P E I N V = 4 7 2 4 . 0 1 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 2 6 + 3 2 . 7 0 T O P = 4 7 3 0 . 0 0 B O T = 4 7 2 8 . 9 0 S T A 2 6 + 2 4 . 3 9 8 X 6 T E E P I P E I N V = 4 7 2 4 . 0 1 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 2 6 + 2 4 . 3 9 STA 21+90INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5 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 . 5 3 3 6 1 5 3 0 3 0 6 0 COTTONWOOD ROAD H A R V E S T P A R K W A Y R I G H T - O F - W A Y B O U N D A R Y L O T 3 LOT 1 LOT 2VERIFY 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-HARVEST-PKWY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A H A R V E S T P A R K W A Y W A T E R I M P R O V E M E N T S S T A 2 0 + 5 0 T O 2 8 + 0 0 5 6 5 9 . 0 0 6 2 9 W - 2 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEET W-1 DAYSPRING AVENUE H A R V E S T P A R K W A Y I N S T A L L 7 0 2 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 E X I S T I N G 2 1 " S A N I T A R Y S E W E R M A I N F U T U R E 1 6 " W A T E R M A I N ( S E P A R A T E P R O J E C T ) NOTES:1.INSTALL 6" FIRE SERVICE PER COB STD DETAIL 02660-13. INSTALL SERVICE STUB TO THEPROPERTY LINE AND TERMINATE WITH A GATE VALVE.2. INSTALL 4" WATER SERVICES PER COB STD DETAIL 02260-12. INSTALL SERVICE STUB TOTHE PROPERTY LINE AND TERMINATE WITH A GATE VALVE. R E C O R D D R A W I N G S AB: INV.= 4724.11'AB: INV.= 4723.29' A B : I N V . = 4 7 2 4 . 0 0 ' A B : I N V . = 4 7 2 4 . 1 0 ' L=197.6 6,R=970.00Δ=11°40'3 2 " S 8 8 ° 3 1 ' 1 4 " W 5 1 3 . 5 1 ' C39 C35 C38 C34 N 8 8 ° 3 1 ' 1 4 " E 1 1 0 . 2 2 ' C57 C56 8S 8S 8S 8S 8S 8S 8S 8S 8S 12S 12S 12S 12S12S12S12S12S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S SD SD SD SD D S D S D S D S D S D S D S D S D S D D SD SD SDSD 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W8W8W8W8W 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 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W 8 W WSFIRE FIREWS P I P E J O I N T D E F L E C T I O N S T A 5 + 9 1 . 6 0 , 7 . 4 2 ' L T 8" GATE VALVESTA 0+85.22OFFSET -5.21 8 X 6 T E E S T A 3 + 6 6 . 1 2 O F F S E T - 5 . 5 0 8 " G A T E V A L V E S T A 5 + 9 8 . 6 1 O F F S E T - 7 . 9 6 -0+500+001+00 2+00 3+00 4+00 5+00 6+00 7+00 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 3 + 6 6 . 1 2 O F F S E T - 1 8 . 5 0 B U R Y = 4 7 3 5 . 0 9 D E P T H = 8 . 0 ' 8" TEESTA 0+49.00OFFSET -2.73 8 " 1 1 . 2 5 ° B E N D S T A 5 + 8 2 . 2 4 O F F S E T - 7 . 0 8 8 " 1 1 . 2 5 ° B E N D S T A 5 + 7 0 . 9 5 O F F S E T - 6 . 6 3 8 X 6 T E E S T A 5 + 6 5 . 1 2 O F F S E T - 6 . 4 0 8 " G A T E V A L V E S T A 5 + 6 0 . 1 2 O F F S E T - 6 . 2 1 8 " G A T E V A L V E S T A 3 + 6 1 . 1 2 O F F S E T - 5 . 5 0 8 X 6 TEESTA 1+05.49OFFSET -5.50 HYD & LEAD V L V A S M B L Y PER COB ST D D E T A I L 0 2 6 6 0 - 4 STA 1+05.57OFFSET -18. 5 0 BURY = 4733 . 3 2 DEPTH = 7.5' H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 5 + 6 4 . 6 5 O F F S E T - 1 8 . 5 0 B U R Y = 4 7 3 4 . 6 8 D E P T H = 8 . 0 ' P I P E J O I N T D E F L E C T I O N S T A 5 + 4 1 . 7 7 , 5 . 5 0 ' L T 8" 11.25° BENDSTA 0+89.67OFFSET -5.51 8" 11.25° BENDSTA 1+02.22OFFSET -5.50 11.0' 1 1 . 9 ' 1 1 . 1 ' S T A 4 + 9 8 , O F F S E T + 3 0 . 0 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 5 + 0 0 , O F F S E T + 3 0 . 0 4 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E 4720 4725 4730 4735 4740 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 0+000+501+001+50 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 EG CL-4731.85EG CL-4731.91EG CL-4731.69EG CL-4731.62EG CL-4731.73EG CL-4731.73EG CL-4731.84EG CL-4731.61 EG CL-4731.45 EG CL-4731.68 EG CL-4731.99 EG CL-4731.81 EG CL-4731.77 EG CL-4731.87 EG CL-4732.12 EG CL-4732.31 EG CL-4731.67 EG CL-4731.23 EG CL-4730.68 EG CL-4730.40 EG CL-4730.57 EG CL-4731.17 EG CL-4731.26 EG CL-4731.26 EG CL-4731.53 FG CL-FG CL-FG CL-FG CL-4732.78FG CL-4733.11FG CL-4733.44FG CL-4733.77FG CL-4733.92 FG CL-4734.07 FG CL-4734.22 FG CL-4734.37 FG CL-4734.52 FG CL-4734.67 FG CL-4734.82 FG CL-4734.97 FG CL-4735.12 FG CL-4735.27 FG CL-4735.42 FG CL-4735.50 FG CL-4735.46 FG CL-4735.30 FG CL-4735.05 FG CL-4734.80 FG CL-4734.46 FG CL-4734.12 P R O P O S E D F I N I S H E D G R O U N D S U R F A C E A T R O A D 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 R O A D C E N T E R L I N E S T A 5 + 9 8 . 6 1 8 " G A T E V A L V E P I P E I N V = 4 7 2 4 . 0 8 S T A 3 + 6 6 . 1 2 8 X 6 T E E P I P E I N V = 4 7 2 7 . 0 9 STA 0+85.228" GATE VALVEPIPE INV = 4723.35 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 3 + 6 6 . 1 2 INV-INV-INV-4723.49INV-4723.39INV-4725.38INV-4725.91INV-4726.03INV-4726.15 INV-4726.27 INV-4726.40 INV-4726.52 INV-4726.64 INV-4726.76 INV-4726.88 INV-4727.01 INV-4727.07 INV-4727.02 INV-4726.96 INV-4726.91 INV-4726.85 INV-4726.80 INV-4726.74 INV-4726.68 INV-4725.71 INV-4724.08 UTILITY CONDUIT CROSSINGBANK OF 3INSTALL PER STD DETAILSTA 0+91.41TOP = 4730.50BOT = 4729.40MAINTAIN18" MIN SEWER MAIN CROSSINGSTA 0+62.11TOP = 4726.83BOT = 4725.81 S T A 5 + 8 2 . 2 4 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 4 . 1 1 S T A 5 + 7 0 . 9 5 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 6 . 6 2 STA 1+02.228" 11.25° BENDPIPE INV = 4725.81STA 0+89.678" 11.25° BENDPIPE INV = 4723.35 STA 0+49.008" TEEPIPE INV = 4723.49 DEWATERING SYSTEMSTA 0+21.00TOP = 4727.80BOT = 4726.78 D E W A T E R I N G S Y S T E M C R O S S I N G S T A 5 + 9 2 . 0 7 T O P = 4 7 2 7 . 7 9 B O T = 4 7 2 6 . 7 7 M I N 1 8 " C L E A R A N C E S T A 3 + 6 1 . 1 2 8 " G A T E V A L V E P I P E I N V = 4 7 2 7 . 0 6 STA 1+05.498 X 6 TEEPIPE INV = 4725.81 S T A 5 + 6 0 . 1 2 8 " G A T E V A L V E P I P E I N V = 4 7 2 6 . 6 6 S T A 5 + 6 5 . 1 2 8 X 6 T E E P I P E I N V = 4 7 2 6 . 6 5 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 5 + 6 4 . 6 5 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 1+05.57 S T A 4 + 9 8 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 5 + 0 0 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E 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 . 5 3 3 6 1 5 3 0 3 0 6 0 TWIN LA K E S A V E N U 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-WELLSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E L L S P R I N G D R I V 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 6 + 0 0 5 6 5 9 . 0 0 6 3 0 W - 3 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1WATER SERVICES07/08/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 R O A D E A S E M E N T B O U N D A R Y W E L L S P R I N G D R I V E L O T 1 5 ROSA WAY L O T 1 4 MATCH LINE SEE SHEET W-4 W E L L S P R I N G D R I V E I N S T A L L 5 5 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 SEE SHEETS W-7 & W-8 S E E S H E E T S W - 5 & W - 6 DEWATERING SYSTEM(SEE SHEET D-7)NOTES:1.INSTALL 6" FIRE SERVICE P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E PROPERTY LINE AND TERMI N A T E W I T H A G A T E V A L V E . 2. INSTALL 4" WATER SERVI C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O THE PROPERTY LINE AND T E R M I N A T E W I T H A G A T E V A L V E . 1 R E C O R D D R A W I N G S A B : I N V . = 4 7 2 7 . 0 1 ' A B : I N V . = 4 7 2 7 . 0 9 ' AB: 4725.73'AB: 4723.47'AB: 4723.50' N0°59'36"E 1144.41' C35C34N88°31'14"E110.22' 148.06' N 9 0 ° 0 0 ' 0 0 " W 1 6 0 . 0 7 ' C44 C45 C 5 4 N 7 1 ° 2 1 ' 0 8 " E 1 5 5 . 1 0 ' C 5 3 L65 N 1 8 ° 5 8 ' 2 2 " W 7 7 . 0 6 ' C57 C 5 1 C56 N 8 8 ° 5 9 ' 5 7 " W 9 3 . 5 3 ' N15°26'3 6 " W 164.99' S18°58' 2 2 " E 77.06' N16°28'08"W322.99' 33+00.00 34+00.00 35+00.0033+50.00 34+50.00 35+50.00 ES S ES ES ES ES ES ES ES 8S 8S 8S 8S 8S 8S 8 S 8 S 8S 8S 8S 8S 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 SD SD DDSDSDSDSDSD SDSDSDSDSDSD D D S D SD S D S D S D S D S D S D SDDSD S D S D S D S D S D SD 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W 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 8W8W8W WS FIRE F I R E W S W S W S WS WS FIRE 8 W 8 W 8 W 8W8W8W8W8W8W8W W W W W W W W W W W W W W 8" CROSSSTA 6+21.51OFFSET -9.738" GATE VALVESTA 6+64.92OFFSET -11.39 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 8 + 3 9 . 4 0 O F F S E T - 1 7 . 6 8 B U R Y = 4 7 3 5 . 8 3 D E P T H = 8 . 0 ' 8 " G A T E V A L V E S T A 1 0 + 4 0 . 3 6 O F F S E T - 8 . 2 4 8 " C R O S S S T A 1 0 + 7 1 . 5 7 O F F S E T - 9 . 3 3 8 " 1 1 . 2 5 ° B E N D S T A 1 0 + 8 9 . 3 8 O F F S E T - 1 1 . 1 2 8 " G A T E V A L V E S T A 1 1 + 2 3 . 9 9 O F F S E T - 9 . 0 9 8 " 1 1 . 2 5 ° B E N D S T A 1 1 + 5 1 . 2 3 O F F S E T - 9 . 8 3 PIPE JOINT DEFLECTIONSTA 6+47.89, 11.77' LT 6+007+008+00 9+00 10+00 1 1 + 0 0 12+00 13+00 8 " E N D C A P O N L Y S T A 1 2 + 6 9 . 1 8 O F F S E T - 1 1 . 0 1 I N V = 4 7 2 7 . 1 9 S T A 9 + 6 5 , O F F S E T + 4 3 . 0 0 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 9 + 7 5 , O F F S E T - 4 3 . 0 0 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 1 1 + 7 8 , O F F S E T + 4 2 . 9 5 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 1 1 + 7 4 , O F F S E T - 4 3 . 1 1 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 9 + 7 0 , O F F S E T + 3 5 . 0 0 4 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 9 + 8 0 , O F F S E T - 3 5 . 0 0 4 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 1 + 8 3 , O F F S E T + 3 5 . 0 0 4 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 1 + 7 9 , O F F S E T - 3 5 . 0 0 4 " C L A S S 5 1 D . I . F I R E S E R V I C E 8" 11.25° BENDSTA 6+73.22OFFSET -11.188" 11.25° BENDSTA 6+86.00OFFSET -10.85 P I P E J O I N T D E F L E C T I O N S T A 1 1 + 5 3 . 0 6 , 9 . 6 3 ' L T 11.9' 8 X 6 T E E S T A 1 2 + 5 5 . 3 5 O F F S E T - 1 0 . 7 7 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 1 2 + 5 5 . 1 0 O F F S E T - 2 4 . 5 2 B U R Y = 4 7 3 5 . 8 7 D E P T H = 1 1 . 0 ' 3 . 0 ' 1 1 . 0 1 1 . 0 1 3 . 0 11.1'8" 22.5° BENDSTA 8+33.93OFFSET -3.048 X 6 TEESTA 8+41.31OFFSET -4.1947204725473047354740 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 P R O P O S E D F I N I S H E D G R O U N D S U R F A C E A T R O A D 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 R O A D C E N T E R L I N E PROPOSED STORM SEWER P R O P O S E D S E W E R M A I N S T O R M D R A I N C R O S S I N G S T A 9 + 9 7 . 4 9 T O P = 4 7 3 0 . 3 6 B O T = 4 7 2 9 . 3 4 STORM DRAIN CROSSINGSTA 6+51.38TOP = 4728.99BOT = 4727.196+006+507+007+508+00 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 EG CL-4731.53EG CL-4731.76EG CL-4731.79EG CL-4731.70EG CL-4731.67EG CL-4731.83EG CL-4732.14EG CL-4731.95EG CL-4731.69EG CL-4731.74 EG CL-4732.05 EG CL-4732.00 EG CL-4731.85 EG CL-4731.94 EG CL-4731.96 EG CL-4731.98 EG CL-4732.04 EG CL-4732.13 EG CL-4731.90 EG CL-4731.49 EG CL-4731.59 EG CL-4731.84 EG CL-4732.42 EG CL-4732.61 EG CL-4732.74 EG CL-4732.99 EG CL-4733.32 EG CL-4733.69 EG CL-4734.15 EG CL-4735.13 EG CL-4735.65 EG CL-4736.05 EG CL-4736.20 FG CL-4734.12FG CL-4734.06FG CL-4733.98FG CL-4734.38FG CL-4734.77FG CL-4735.17FG CL-4735.33FG CL-4735.50FG CL-4735.65FG CL-4735.74 FG CL-4735.76 FG CL-4735.71 FG CL-4735.59 FG CL-4735.47 FG CL-4735.34 FG CL-4735.22 FG CL-4735.15 FG CL-4735.25 FG CL-4735.53 FG CL-4735.87 FG CL-4736.25 FG CL-4736.60 FG CL-4736.80 FG CL-4736.82 FG CL-4736.68 FG CL-4736.35 FG CL-4735.86 FG CL-4735.38 FG CL- FG CL- FG CL- FG CL- FG CL- STA 6+64.928" GATE VALVEPIPE INV = 4724.05 S T A 1 1 + 5 1 . 2 3 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 7 . 2 7 S T A 1 1 + 2 3 . 9 9 8 " G A T E V A L V E P I P E I N V = 4 7 2 6 . 5 3 S T A 1 0 + 8 9 . 3 8 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 4 . 2 8 S T A 1 0 + 7 1 . 5 7 8 " C R O S S P I P E I N V = 4 7 2 3 . 8 0 S T A 1 0 + 4 0 . 3 6 8 " G A T E V A L V E P I P E I N V = 4 7 2 3 . 7 8 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 8+39.40STA 6+21.518" CROSSPIPE INV = 4724.05INV-4724.08INV-4724.04INV-4724.01INV-4724.42INV-4726.79INV-4727.04INV-4727.27INV-4727.50INV-4727.73INV-4727.96 INV-4727.95 INV-4727.33 INV-4726.71 INV-4726.09 INV-4725.46 INV-4724.84 INV-4724.40 INV-4724.01 INV-4723.79 INV-4723.88 INV-4724.97 INV-4726.55 INV-4727.24 INV-4727.25 INV-4727.23 INV-4727.21 INV-4727.19 INV- INV- INV- INV- INV- INV- S T A 1 2 + 6 9 . 1 8 8 " E N D C A P O N L Y P I P E I N V = 4 7 2 7 . 1 9 S T A 9 + 6 5 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 9 + 7 5 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 1 1 + 7 4 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 1 1 + 7 8 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E S T A 9 + 7 0 4 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 9 + 8 0 4 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 1 + 7 9 4 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 1 1 + 8 3 4 " C L A S S 5 1 D . I . F I R E S E R V I C E U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 0 + 5 1 . 7 2 T O P = 4 7 3 3 . 0 0 B O T = 4 7 3 1 . 9 0 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 1 + 1 3 . 9 2 T O P = 4 7 3 3 . 9 0 B O T = 4 7 3 2 . 8 0 STA 6+86.008" 11.25° BENDPIPE INV = 4726.65STA 6+73.228" 11.25° BENDPIPE INV = 4724.06 MAINTAIN18" MINMAINTAIN18" MINSTA 6+51INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5 SEWER MAIN CROSSINGSTA 6+35.32BOT = 4727.65TOP = 4728.34 S T A 1 2 + 5 5 . 3 5 8 X 6 T E E P I P E I N V = 4 7 2 7 . 1 9 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 1 2 + 5 5 . 1 0 S T A 9 + 9 7 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 STA 8+33.938" 22.5° BENDPIPE INV = 4728.04 S T A 8 + 4 1 . 3 1 8 X 6 T E E P I P E I N V = 4 7 2 8 . 1 4 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 . 5 3 3 6 1 5 3 0 3 0 6 0 TWIN LAKES AVENUE R O A D E A S E M E N T B O U N D A R Y W E L L S P R I N G D R I V E ROAD EASEMENTBOUNDARY LOT 4 L O T 5 L O T 6 L O T 8 L O T 9 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-WELLSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 : 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 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 N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W E L L S P R I N G D R I V E W A T E R I M P R O V E M E N T S S T A 6 + 0 0 T O 1 3 + 5 0 5 6 5 9 . 0 0 6 3 1 W - 4 L R H L R H M E E 7 / 0 9 / 2 0 2 1 2COB REVISION #205/07/2021CPK3WATER SERVICES07/09/2021CPK RECORD DRAWINGS12/01/2021CJF RECORD DRAWINGS 11/30/2021 E X I S T I N G 2 1 " S A N I T A R Y S E W E R M A I N MATCH LINESEE SHEET W-3 F U T U R E 1 6 " W A T E R M A I N ( S E P A R A T E P R O J E C T ) LOT 7 W E L L S P R I N G D R I V E I N S T A L L 7 8 2 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 SEE SHEETS W-5 & W-6 DAYSPRIN AVENUE S E E S H E E T S W - 9 & W - 1 0 DEWATERING SYSTEM(SEE SHEET D-7) N O T E S : 1 . I N S T A L L 6 " F I R E S E R V I C E P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 2 . I N S T A L L 4 " W A T E R S E R V I C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . A B : I N V . = 4 7 2 6 . 0 3 ' A B : I N V . = 4 7 2 6 . 3 6 ' A B : I N V . = 4 7 2 6 . 8 9 ' A B : I N V . = 4 7 2 8 . 5 8 ' A B : I N V . = 4 7 2 8 . 1 3 ' A B : 4 7 2 7 . 7 4 ' AB: 4727.60'AB: 4723.85' C 3 5 C 3 4 S 0 ° 0 2 ' 5 6 " W 5 1 5 . 8 8 ' N88°31'14"E 110.22' C 5 7 S 1 6 ° 2 8 ' 1 3 " E 4 6 1 . 5 1 ' S89°57'07"E 264.93' S 0 ° 0 2 ' 5 6 " W 2 8 4 . 1 4 ' C 5 6 S S WVWV WV WV WVWVWVWVEW ESESESEWEWEWEWEWEW 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S D SDSDSD S D S D S D S D S D S D S D S D S D S D S D S D S D D D S D S D S D S D S D SD S D SD S D SD SD S D S D S D D S D D SDSDSDSDSDSDSDSDSDSD S D D 8W8W8W8W8W8W8W 8W8W8W8W8W8W8W8W8W8W 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W F I R E W S W S WSWSFIRE 8 W 8 W 8 W 8 W 8 W 8 W 8 W 0+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 8 " 1 1 . 2 5 ° B E N D S T A 6 + 9 5 . 1 3 O F F S E T - 8 . 7 4 8 " C R O S S S T A 6 + 8 6 . 5 2 O F F S E T - 9 . 6 0 8 " T E E S T A 2 + 5 3 . 7 5 O F F S E T - 1 1 . 0 0 8 X 6 T E E S T A 2 + 5 8 . 7 5 O F F S E T - 1 1 . 0 0 8 " 1 1 . 2 5 ° B E N D ( M J X P E ) S T A 6 + 8 5 . 5 1 O F F S E T - 9 . 7 0 8 " 1 1 . 2 5 ° B E N D S T A 6 + 6 4 . 9 5 O F F S E T - 7 . 1 8 8 " G A T E V A L V E S T A 7 + 0 7 . 5 4 O F F S E T - 9 . 6 7 8" GATE VALVESTA -0+06.46OFFSET -6.64PIPE TOP = 4735.32CONTRACTOR TO VERIFYLOCATION AND DEPTHVIA POTHOLING 8" GATE VALVESTA 0+62.40OFFSET -11.00 8 " G A T E V A L V E S T A 2 + 7 7 . 4 3 O F F S E T - 1 1 . 0 0 8" GATE VALVESTA 2+18.43OFFSET -11.00 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 2+58.75OFFSET -22.50BURY = 4738.18DEPTH = 8.5'PIPE JOINT DEFLECTIONSTA 0+05.54, 6.65' LT PIPE JOINT DEFLECTIONSTA 0+57.40, 11.00' LT P I P E J O I N T D E F L E C T I O N S T A 5 + 9 0 . 4 3 , 1 0 . 8 6 ' L T P I P E J O I N T D E F L E C T I O N S T A 6 + 4 1 . 7 1 , 9 . 3 4 ' L T P I P E J O I N T D E F L E C T I O N S T A 6 + 6 1 . 9 2 , 7 . 3 4 ' L T P I P E J O I N T D E F L E C T I O N S T A 8 + 3 6 . 7 1 , 1 1 . 9 5 ' L T INSTALL 11.66 LF8" CLASS 51 D.I. WATER PIPE 8 " T E E S T A 3 + 4 2 . 9 2 O F F S E T - 1 1 . 0 0 S T A 3 + 4 2 . 9 2 8 " E N D C A P & S O L I D P L U G C A P P I P E I N V = 4 7 2 6 . 7 9 STA 1+53, OFFSET +41.002" TYPE "K" COPPER WATER SERVICE S T A 4 + 5 7 , O F F S E T + 4 1 . 0 0 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E STA 1+584" CLASS 51 D.I. FIRE SERVICE S T A 4 + 6 2 4 " C L A S S 5 1 D . I . F I R E S E R V I C E APPROX. STORM DRAIN XINGSTA 0+21.51, 7.99' LT CONNECT TO EXISTING WATER MAINREMOVE EXISTING THRUSTBLOCK AND END CAPCONTRACTOR TO VERIFYLOCATION AND DEPTH (POTHOLE)STA -0+06.46, 6.64' LT S T A 7 + 9 8 , O F F S E T - 3 3 . 0 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 7 + 9 4 , O F F S E T - 3 3 . 0 0 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E F L U S H I N G H Y D A S M B L Y W I T H 2 " T Y P E " K " C O P P E R L E A D S T A 3 + 4 2 . 9 2 O F F S E T - 5 8 . 0 1 B U R Y = 4 7 3 4 . 4 5 1 1 . 9 ' S T A 3 + 4 2 . 9 2 8 " 2 2 . 5 ° B E N D ( V E R T I C A L ) P I P E I N V = 4 7 2 8 . 2 0 S T A 3 + 4 2 . 9 2 8 " 2 2 . 5 ° B E N D ( V E R T I C A L ) P I P E I N V = 4 7 2 6 . 7 4 4720 4725 4730 4735 4740 4745 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 0+000+501+001+502+002+50 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-4742.23EG CL-4740.77EG CL-4739.30EG CL-4738.67EG CL-4738.38EG CL-4738.10EG CL-4737.77EG CL-4737.44EG CL-4737.08EG CL-4736.85EG CL-4736.45 EG CL-4736.09 EG CL-4735.68 EG CL-4735.44 EG CL-4735.24 EG CL-4734.96 EG CL-4734.72 EG CL-4734.34 EG CL-4733.95 EG CL-4733.61 EG CL-4733.60 EG CL-4733.37 EG CL-4733.08 EG CL-4732.74 EG CL-4732.48 EG CL-4732.32 EG CL-4732.03 EG CL-4731.77 EG CL-4731.37 EG CL-4731.15 EG CL-4730.89 EG CL-4730.52 EG CL-4730.28 EG CL-4729.98 EG CL-4729.80 FG CL-4742.68FG CL-4741.93FG CL-4741.24FG CL-4740.83FG CL-4740.43FG CL-4740.02FG CL-4739.61FG CL-4739.21FG CL-4738.80FG CL-4738.57FG CL-4738.35 FG CL-4738.12 FG CL-4737.90 FG CL-4737.67 FG CL-4737.45 FG CL-4737.22 FG CL-4737.00 FG CL-4736.77 FG CL-4736.55 FG CL-4736.32 FG CL-4736.10 FG CL-4735.87 FG CL-4735.65 FG CL-4735.42 FG CL-4735.20 FG CL-4734.92 FG CL-4734.60 FG CL-4734.29 FG CL-4733.98 FG CL-4733.83 FG CL-4733.68 FG CL-4733.53 FG CL-4733.38 FG CL-4733.23 FG CL-4733.08 STORM DRAIN CROSSINGSTA 1+75.00TOP = 4735.14BOT = 4734.12 S T O R M D R A I N C R O S S I N G S T A 4 + 9 4 . 8 2 T O P = 4 7 3 2 . 1 9 B O T = 4 7 3 1 . 1 7 S T O R M D R A I N C R O S S I N G S T A 7 + 6 8 . 9 6 T O P = 4 7 2 8 . 3 8 B O T = 4 7 2 7 . 3 6 S T A 6 + 8 5 . 5 1 8 " 1 1 . 2 5 ° B E N D ( M J X P E ) P I P E I N V = 4 7 2 4 . 0 6 S T A 6 + 8 6 . 5 2 8 " C R O S S P I P E I N V = 4 7 2 4 . 0 5 S T A 6 + 9 5 . 1 3 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 4 . 0 7 S T A 6 + 6 4 . 9 5 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 6 . 4 0 S T A 2 + 7 7 . 4 3 8 " G A T E V A L V E P I P E I N V = 4 7 2 8 . 5 7 S T A 2 + 5 8 . 7 5 8 X 6 T E E P I P E I N V = 4 7 2 8 . 6 8 STA 2+53.758" TEEPIPE INV = 4728.71 STA 0+62.408" GATE VALVEPIPE INV = 4731.66 S T A 7 + 0 7 . 5 4 8 " G A T E V A L V E P I P E I N V = 4 7 2 4 . 0 8 STA 2+18.438" GATE VALVEPIPE INV = 4728.85INV-4734.42INV-4733.36INV-4732.21INV-4731.44INV-4730.98INV-4730.53INV-4730.08INV-4729.63INV-4729.18INV-4728.82INV-4728.72 INV-4728.58 INV-4728.44 INV-4728.30 INV-4728.16 INV-4728.02 INV-4727.88 INV-4727.74 INV-4727.60 INV-4727.46 INV-4727.32 INV-4727.18 INV-4727.04 INV-4726.90 INV-4726.76 INV-4726.62 INV-4726.48 INV-4725.25 INV-4724.07 INV-4724.10 INV-4724.14 INV-4724.17 INV-4724.20 INV-4724.24 INV-4724.27 P R O P O S E D F I N I S H E D G R O U N D S U R F A C E A T R O A D 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 R O A D C E N T E R L I N E P R O P O S E D S E W E R M A I N P R O P O S E D S T O R M S E W E R S E W E R M A I N C R O S S I N G S T A 3 + 4 2 . 9 2 8 " T E E P I P E I N V = 4 7 2 8 . 2 0 STA 1+532" TYPE "K" COPPERWATER SERVICE S T A 4 + 5 7 2 " T Y P E " K " C O P P E R W A T E R S E R V I C E STA 1+584" CLASS 51 D.I. FIRE SERVICE S T A 4 + 6 2 4 " C L A S S 5 1 D . I . F I R E S E R V I C E M A I N T A I N 1 8 " M I N EXISTING STORM DRAIN CROSSINGSTA 0+21.39TOP = 4739.75BOT = 4738.21 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 7 + 1 4 . 2 5 T O P = 4 7 3 1 . 4 0 B O T = 4 7 3 0 . 3 0 STA 1+75INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5 S T A 4 + 9 5 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 S T A 7 + 6 9 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 S T A 7 + 9 4 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 7 + 9 8 6 " C L A S S 5 1 D . I . F I R E S E R V I C E 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 . 5 3 3 6 1 5 3 0 3 0 6 0 WEST OAK STREET WELLSPRING DRIVE T W I N L A K E S A V E N U E L O T 7 L O T 1 4 L O T 4 L O T 1 5 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-TWIN-LAKES-AVE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A T W I N L A K E S A V E N U 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 5 6 5 9 . 0 0 6 3 2 W - 5 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1CONSTRUCTION REV.1 - RESOLVE DEWATERING CONFLICT6/28/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 T W I N L A K E S A V E N U E I N S T A L L 9 1 2 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 LOT 13 MATCH L I N E SEE SHE E T W-6 EXISTING 10" D.I. WATER MAIN EXISTING 18" STORM SEWER S E E S H E E T W - 4 S E E S H E E T W - 3 S E E S H E E T W - 9 DAYSPRING AVENUESTA -0.06.46CONNECT TO EXISTINGWATER MAIN REMOVEEXISTING THRUSTBLOCK AND END CAPINSTALL GATE VALVE DEWATERING SYSTEM(SEE SHEET D-7) 1 1 . 0 ' 1 1 . 9 ' D E W A T E R I N G S Y S T E M X - I N G N O T E S : 1 . I N S T A L L 6 " F I R E S E R V I C E P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 2 . I N S T A L L 4 " W A T E R S E R V I C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 1 R E C O R D D R A W I N G S A B : 4 7 2 6 . 5 6 ' A B : I N V . = 4 7 2 5 . 0 0 ' A B : I N V . = 4 7 2 5 . 0 0 ' A B : 4 5 ° B E N D A B : 4 5 ° B E N D A B : 4 7 2 3 . 8 6 ' A B : 4 7 2 3 . 8 6 ' C37 S78°41'34"W 104.53' L 4 9 C 3 6 S16°28'13"E 467.48'S16° 2 8 ' 1 3 " E 46 1 . 5 1 ' L61 C47 S16°28'13"E 461.51'LOT 12.62 acs.8S8S8S8S8S8S8S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D D S D S D S D S D S D S D S D S D D S D D S D S D 8W8W8W8W8W8W8W8W8W8W8W8W8 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 8 W 8 W W S F I R E FIRE WSWS WS F I R E W S 9+0010+0011+00 1 2 + 0 0 13+00 8 " C R O S S S T A 1 2 + 4 8 . 7 3 O F F S E T - 9 . 9 7 8 " E N D C A P & S O L I D P L U G C A P S T A 1 3 + 0 7 . 2 1 O F F S E T - 1 0 . 4 1 8 X 6 T E E S T A 1 1 + 8 5 . 0 8 O F F S E T - 1 1 . 9 5 8 " G A T E V A L V E S T A 1 2 + 0 2 . 2 2 O F F S E T - 1 1 . 9 5 HYD & LEA D V L V A S M B L Y PER COB STD D E T A I L 0 2 6 6 0 - 4 S T A 1 1 + 8 5 . 0 8 O F F S E T - 2 2 . 2 7 B U R Y = 4 7 3 0 . 6 6 D E P T H = 8 . 5 ' 8 " 1 1 . 2 5 ° B E N D S T A 1 2 + 7 8 . 1 1 O F F S E T - 7 . 3 1 8 " 1 1 . 2 5 ° B E N D S T A 1 2 + 0 4 . 7 7 O F F S E T - 1 1 . 9 6 8 " 1 1 . 2 5 ° B E N D S T A 1 2 + 2 9 . 4 9 O F F S E T - 1 1 . 7 0 8" GATE VALVESTA 9+52.82OFFSET -11.95 8 X 6 TEESTA 9+47.82OFFSET -11.94 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 9+47.82OFFSET -22.50BURY = 4732.40DEPTH = 8.0' F L U S H I N G H Y D A S M B L Y W I T H 2 " T Y P E " K " C O P P E R L E A D S T A 1 3 + 0 9 . 2 0 O F F S E T - 1 8 . 5 0 B U R Y = 4 7 2 8 . 0 9 1 1 . 9 ' 11.9' 1 1 . 0 ' STA 10+21, OFFSET +41.001" TYPE "K" COPPER WATER SERVICESTA 9+23, OFFSET +33.006" CLASS 51 D.I. FIRE SERVICE STA 9+27, OFFSET +33.004" CLASS 51 D.I. WATER SERVICE STA 11+26, OFFSET +33.006" CLASS 51 D.I. FIRE SERVICESTA 11+28, OFFSET +33.004" CLASS 51 D.I. WATER SERVICE471547204725473047354740 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 8+509+009+5010+0010+5011+00 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 1 3 + 5 0 EG CL-4729.80EG CL-4729.50EG CL-4729.13EG CL-4728.81EG CL-4728.41EG CL-4728.04EG CL-4727.53EG CL-4727.21EG CL-4726.99EG CL-4726.65EG CL-4726.43 EG CL-4726.01 EG CL-4725.49 EG CL-4725.05 EG CL-4724.73 EG CL-4724.46 EG CL-4724.30 EG CL-4724.30 EG CL-4724.38 EG CL-4724.31 EG CL-4724.30 FG CL-4733.08FG CL-4732.93FG CL-4732.78FG CL-4732.63FG CL-4732.48FG CL-4732.33FG CL-4732.18FG CL-4732.03FG CL-4731.88FG CL-4731.73FG CL-4731.58 FG CL-4731.43 FG CL-4731.28 FG CL-4730.93 FG CL-4730.58 FG CL-4730.23 FG CL-4729.88 FG CL-4729.53 FG CL-4729.18 FG CL-4728.83 FG CL-4728.48 S T O R M D R A I N C R O S S I N G S T A 1 2 + 2 1 . 7 2 T O P = 4 7 2 6 . 5 8 B O T = 4 7 2 4 . 5 2 STORM DRAIN CROSSINGSTA 11+14.53TOP = 4727.02BOT = 4726.00 S T A 1 2 + 4 8 . 7 3 8 " C R O S S P I P E I N V = 4 7 1 6 . 9 1 S T A 1 2 + 0 2 . 2 2 8 " G A T E V A L V E P I P E I N V = 4 7 2 1 . 9 9 S T A 1 1 + 8 5 . 0 8 8 X 6 T E E P I P E I N V = 4 7 2 2 . 1 6 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 1 1 + 8 5 . 0 8 S T A 1 3 + 0 7 . 2 1 8 " E N D C A P & S O L I D P L U G C A P P I P E I N V = 4 7 1 6 . 8 6 INV-4724.27INV-4724.30INV-4724.34INV-4724.37INV-4724.39INV-4724.16INV-4723.92INV-4723.68INV-4723.45INV-4723.21INV-4722.97 INV-4722.73 INV-4722.49 INV-4722.25 INV-4722.01 INV-4717.89 INV-4716.91 INV-4716.86 INV-4716.86 INV- INV- PROPOSED FINISHEDGROUND SURFACEAT ROAD CENTERLINE EXISTING GROUNDSURFACE ATROAD CENTERLINEPROPOSED SEWER MAIN PROPOSED STORM SEWER S T A 1 2 + 0 4 . 7 7 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 1 . 9 6 S T A 1 2 + 2 9 . 4 9 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 1 6 . 9 8 U T I L I T Y C O N D U I T C R O S S I N G B A N K O F 3 I N S T A L L P E R S T D D E T A I L S T A 1 1 + 9 5 . 1 1 T O P = 4 7 2 8 . 1 2 B O T = 4 7 2 7 . 0 1 S T A 1 2 + 7 8 . 1 1 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 1 6 . 8 6 M A I N T A I N 1 8 " M I N S T A 1 1 + 1 5 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 S T A 1 2 + 2 2 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 STA 9+47.828 X 6 TEEPIPE INV = 4724.40STA 9+52.828" GATE VALVEPIPE INV = 4724.37 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 9+47.82STA 9+236" CLASS 51 D.I. FIRE SERVICESTA 9+274" CLASS 51 D.I. WATER SERVICESTA 10+211" TYPE "K" COPPERWATER SERVICEPER COB STD DETAIL 02660-6 STA 11+266" CLASS 51 D.I. FIRE SERVICESTA 11+284" CLASS 51 D.I. WATER SERVICE 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 . 5 3 3 6 1 5 3 0 3 0 6 0 HARVEST PARKWAY TWIN LAKES AVENUE L O T 7 LOT 15VERIFY 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-TWIN-LAKES-AVE.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A T W I N L A K E S A V E N U 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 1 3 + 5 0 5 6 5 9 . 0 0 6 3 3 W - 6 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 MATCH LINESEE SHEET W-5TWIN LAKES A V E N U E INSTALL 448 LF 8" CLASS 5 1 D . I . W A T E R P I P E TYPE A TRENCH B A C K F I L L TYPE 1 BEDD I N G S E E S H E E T W - 2 S E E S H E E T W - 1 DEWATERING SYSTEM(SEE SHEET D-7) 2 . 8 ' N O T E S : 1 . I N S T A L L 6 " F I R E S E R V I C E P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 2 . I N S T A L L 4 " W A T E R S E R V I C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . R E C O R D D R A W I N G S AB: 4732.45'AB: INV.= 4724.53'AB: INV.= 4724.53'AB: INV.= 4723.20'AB: INV.= 4723.36' S S WVWVWVWV WVWVWVWVWVEWEWEWEWEWEW ESESESESESESESES S 1 1 ° 2 3 ' 0 9 " E 4 1 9 . 5 7 ' L = 1 9 7 . 6 6 , R = 9 7 0 . 0 0 Δ = 1 1 ° 4 0 ' 3 2 " S 0 ° 3 0 ' 3 5 " E 4 4 1 . 0 3 ' C 3 9 N 1 1 ° 2 3 ' 0 9 " W 3 6 9 . 9 7 ' N 0 ° 3 0 ' 3 5 " W 4 4 0 . 6 3 ' C 3 8 0+001+002+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8 S 8 S 8 S 8 S 8 S 8 S 8 W 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W8W 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 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 F I R E W S FIREWS S D S D S D S D S D S D S D SDSDSDSDSDSDSDSD S D S D S D S D S D S D S D S D S D SDSDSDSD D SD S D SDSDD 8 " C R O S S S T A 3 + 4 8 . 4 3 O F F S E T - 5 . 5 0 8 " T E E S T A 6 + 6 8 . 8 4 O F F S E T - 6 . 2 1 8 " G A T E V A L V E S T A 6 + 9 6 . 4 6 O F F S E T - 5 . 4 4 P I P E J O I N T D E F L E C T I O N S T A 6 + 9 2 . 7 8 , 5 . 3 9 ' L T 8 X 6 R E D U C E R ( C O N C . ) S T A 3 + 4 8 . 4 3 O F F S E T - 1 0 . 5 0 I N S T A L L 5 4 . 7 1 L F 8 " C L A S S 5 1 D . I . W A T E R P I P E 8 " E N D C A P & S O L I D P L U G C A P S T A 3 + 4 7 . 8 9 O F F S E T + 4 9 . 9 6 P I P E T O P = 4 7 2 8 . 7 3 3 . 0 ' APPROX. STORM DRAIN XINGSTA 0+20.90, 5.50' LT CONNECT TO EXISTING WATER MAINREMOVE EXISTING THRUSTBLOCK AND END CAPCONTRACTOR VERIFY LOCATIONAND DEPTH VIA POTHOLINGSTA -0+01.30, 4.78' LT8" GATE VALVESTA -0+01.30OFFSET -4.78PIPE TOP = 4732.19CONTRACTOR VERIFY LOCATIONAND DEPTH VIA POTHOLING8" GATE VALVESTA 0+62.50OFFSET -5.50 8 " G A T E V A L V E S T A 6 + 3 5 . 8 4 O F F S E T - 7 . 8 4 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 3 + 4 8 . 4 3 O F F S E T - 1 8 . 5 0 B U R Y = 4 7 3 7 . 4 6 D E P T H = 9 . 5 ' PIPE JOINT DEFLECTIONSTA 0+18.69, 5.50' LT P I P E J O I N T D E F L E C T I O N S T A 5 + 2 6 . 0 4 , 5 . 4 6 ' L T P I P E J O I N T D E F L E C T I O N S T A 6 + 7 2 . 7 1 , 5 . 9 5 ' L T F L U S H I N G H Y D A S M B L Y W I T H 2 " T Y P E " K " C O P P E R L E A D S T A 3 + 4 7 . 8 5 O F F S E T + 5 5 . 0 0 B U R Y = 4 7 3 5 . 1 3 11.0'11.0' 1 2 . 0 ' 1 1 . 0 ' S T A 7 + 6 6 , O F F S E T + 3 0 . 0 0 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 8 + 0 9 , O F F S E T + 3 8 . 0 0 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 7 + 6 8 , O F F S E T + 3 0 . 0 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 8 + 0 5 , O F F S E T + 3 0 . 0 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E 4720 4725 4730 4735 4740 4745 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 0+000+501+001+502+002+50 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-4741.53EG CL-4739.68EG CL-4738.04EG CL-4738.02EG CL-4737.92EG CL-4737.74EG CL-4737.40EG CL-4737.14EG CL-4737.01EG CL-4736.85EG CL-4736.60 EG CL-4736.30 EG CL-4736.12 EG CL-4735.69 EG CL-4735.37 EG CL-4735.00 EG CL-4734.57 EG CL-4734.35 EG CL-4734.18 EG CL-4734.03 EG CL-4733.62 EG CL-4733.25 EG CL-4733.04 EG CL-4732.75 EG CL-4732.38 EG CL-4732.10 EG CL-4731.79 EG CL-4731.58 EG CL-4731.40 EG CL-4731.20 EG CL-4730.89 EG CL-4730.66 EG CL-4730.47 EG CL-4730.24 EG CL-4729.89 FG CL-4742.21FG CL-4741.46FG CL-4740.82FG CL-4740.53FG CL-4740.24FG CL-4739.94FG CL-4739.65FG CL-4739.36FG CL-4739.07FG CL-4738.82FG CL-4738.58 FG CL-4738.33 FG CL-4738.09 FG CL-4737.84 FG CL-4737.60 FG CL-4737.35 FG CL-4737.11 FG CL-4736.86 FG CL-4736.62 FG CL-4736.37 FG CL-4735.95 FG CL-4735.52 FG CL-4735.10 FG CL-4734.67 FG CL-4734.25 FG CL-4733.82 FG CL-4733.40 FG CL-4732.97 FG CL-4732.55 FG CL-4732.12 FG CL-4731.87 FG CL-4731.62 FG CL-4731.37 FG CL-4731.12 FG CL-4730.87 INV-4731.47INV-4731.33INV-4731.18INV-4731.04INV-4730.90INV-4730.76INV-4730.58INV-4730.38INV-4730.18INV-4729.85INV-4729.41 INV-4728.97 INV-4728.61 INV-4728.32 INV-4728.03 INV-4727.86 INV-4727.69 INV-4727.52 INV-4727.35 INV-4727.17 INV-4727.00 INV-4726.83 INV-4726.19 INV-4725.53 INV-4724.87 INV-4724.22 INV-4723.75 INV-4723.44 INV-4723.29 INV-4723.16 INV-4723.04 INV-4722.92 INV-4722.80 INV-4722.68 INV-4722.56 S T A 3 + 4 8 . 4 3 8 " C R O S S P I P E I N V = 4 7 2 8 . 0 5 S T A 6 + 6 8 . 8 4 8 " T E E P I P E I N V = 4 7 2 3 . 4 9 P R O P O S E D F I N I S H E D 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 EXISTING GROUNDSURFACE ATCENTERLINE EXISTING STORM DRAIN CROSSINGSTA 0+20.90TOP = 4737.57BOT = 4735.77 S T O R M D R A I N C R O S S I N G S T A 4 + 6 2 . 2 4 T O P = 4 7 3 4 . 5 6 B O T = 4 7 3 3 . 2 9 S T O R M D R A I N C R O S S I N G S T A 7 + 0 2 . 6 1 T O P = 4 7 2 8 . 1 9 B O T = 4 7 2 7 . 1 7 SEWER MAIN CROSSINGSTA 0+39.50TOP = 4734.60BOT = 4733.57MAINTAIN18" MINSTA 0+62.508" GATE VALVEPIPE INV = 4731.11 S T A 6 + 3 5 . 8 4 8 " G A T E V A L V E P I P E I N V = 4 7 2 3 . 9 4 S T A 6 + 9 6 . 4 6 8 " G A T E V A L V E P I P E I N V = 4 7 2 3 . 3 0 P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 3 + 4 8 . 4 3 M A I N T A I N 1 8 " M I N S T A 4 + 6 2 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 S T A 7 + 0 3 I N S T A L L 4 " I N S U L A T I O N P E R D E T A I L 2 S H E E T D - 5 STA 0+21INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5 S T A 7 + 6 5 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 7 + 6 8 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 8 + 0 5 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 8 + 0 9 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E 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 . 5 3 3 6 1 5 3 0 3 0 6 0 WEST OAKSTREET RIGHT-OF-WAYBOUNDARY R O S A W A Y RIGHT-OF-WAYBOUNDARY L O T 1 4 P A R K L O T 1 5 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-ROSA-WAY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A R O S A 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 8 + 5 0 5 6 5 9 . 0 0 6 3 4 W - 7 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 R O S A W A Y I N S T A L L 9 0 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 MATCH LIN E SEE SHEET W-8 EXISTING 21" STORM SEWER EXISTING 10" WATER MAIN S E E S H E E T W - 3 DEWATERING SYSTEM(SEE SHEET D-7)EXISTING OVERHEAD POWER N O T E S : 1 . I N S T A L L 6 " F I R E S E R V I C E P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 2 . I N S T A L L 4 " W A T E R S E R V I C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . RECORDDRAWINGS A B : 4 7 2 6 . 0 6 ' A B : I N V . = 4 7 2 3 . 2 5 ' A B : I N V . = 4 7 2 3 . 2 5 ' A B : I N V . = 4 7 2 3 . 2 5 ' A B : I N V . = 4 7 2 3 . 2 5 ' A B : 4 7 2 7 . 9 6 ' I N 1 1 ° 2 3 ' 0 9 " W 1 5 4 . 6 1 ' L = 1 5 1 . 4 7 , R = 8 0 0 . 0 0 Δ = 1 0 ° 5 0 ' 5 4 " N 0 ° 4 1 ' 3 0 " W 1 9 6 . 2 6 ' S 1 1 ° 2 3 ' 0 9 " E 3 5 . 5 0 ' S11°23'09"E 419.57'N11°23'09"W369.97'8+009+0010+00 11+00 12+00 13+00 14+00 15+00 12S12S12S12S12S12S12S12S12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W8W8W8 W 8 W 8 W 8 W 8 W 8 W FIRE WSFIREWS S D S D SDSDSDSDSDSDSDSDSDSD S D S D D S D S D S D S D S D S D S D S D S D D 8 " C R O S S S T A 1 1 + 3 7 . 4 2 O F F S E T - 5 . 5 0 8 " E N D C A P & S O L I D P L U G C A P S T A 1 1 + 9 9 . 7 6 O F F S E T - 5 . 5 0 8" G A T E V A L V E S T A 1 0 + 9 0 . 9 2 O F F S E T - 5 . 5 0 11.0' F L U S H I N G H Y D A S M B L Y W I T H 2 " T Y P E " K " C O P P E R L E A D S T A 1 2 + 0 1 . 7 6 O F F S E T - 1 8 . 5 0 B U R Y = 4 7 2 6 . 2 9 8 X 6 TEESTA 9+16.93OFFSET -5.50 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 9+16.93OFFSET -18.50BURY = 4730.23DEPTH = 8.0' 1 1 . 0 ' 4715 4720 4725 4730 4735 4740 4 7 1 5 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 8+509+009+5010+0010+5 0 1 1 + 0 0 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 EG CL-4729.89EG CL-4729.41EG CL-4729.11EG CL-4728.90EG CL-4728.77EG CL-4728.49EG CL-4728.04EG CL-4727.80EG CL-4727.74 EG CL-4727.43 EG CL-4726.75 EG CL-4726.38 EG CL-4726.22 EG CL-4725.92 EG CL-4725.75 EG CL-4725.66 EG CL-4725.53 EG CL-4725.29 EG CL-4724.96 FG CL-4730.87FG CL-4730.62FG CL-4730.37FG CL-4730.12FG CL-4729.87FG CL-4729.62FG CL-4729.37FG CL-4729.12FG CL-4728.87 FG CL-4728.62 FG CL-4728.37 FG CL-4728.12 FG CL-4727.87 FG CL-4727.52 FG CL- FG CL- FG CL- FG CL- FG CL- S T A 1 1 + 3 7 . 4 2 8 " C R O S S P I P E I N V = 4 7 2 0 . 3 9 PROPOSED FINISHEDGROUND SURFACEAT CENTERLINEEXISTING GROUNDSURFACE ATCENTERLINE S T A 1 1 + 9 9 . 7 6 8 " E N D C A P & S O L I D P L U G C A P P I P E I N V = 4 7 1 9 . 1 4 INV-4722.56INV-4722.44INV-4722.32INV-4722.14INV-4721.86INV-4721.58INV-4721.30INV-4721.02INV-4720.74 INV-4720.46 INV-4720.18 INV-4719.91 INV-4719.65 INV-4719.39 INV- INV- INV- INV- INV- P R O P O S E D S T O R M S E W E R PROPOSED SEWER MAINSTA 10+90.928" GATE VALVEPIPE INV = 4720.28 S T O R M D R A I N C R O S S I N G S T A 1 1 + 0 3 . 2 1 T O P = 4 7 2 5 . 1 4 B O T = 4 7 2 2 . 5 6 STA 11+03INSTALL 4" INSULATIONPER DETAIL 2 SHEET D-5 HYD & LEAD VLV ASMBLYPER COB STD DETAIL 02660-4STA 9+16.93STA 9+16.938 X 6 TEEPIPE INV = 4722.23 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 . 5 3 3 6 1 5 3 0 3 0 6 0 HARVEST PARKWAY RIGHT-OF-WAYBOUNDARYROSA WAYRIGHT- O F - W A Y BOUND A R Y LOT 15 P A R K 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-ROSA-WAY.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A R O S A W A Y 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 1 3 + 0 0 5 6 5 9 . 0 0 6 3 5 W - 8 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 RO S A W A Y INSTALL 350 LF 8" C L A S S 5 1 D . I . W A T E R P I P E TYPE A T R E N C H B A C K F I L L TYP E 1 B E D D I N G MATCH LINESEE SHEET W-7 S E E S H E E T W - 1 & W - 2 DEWATERING SYSTEM(SEE SHEET D-7) N O T E S : 1 . I N S T A L L 6 " F I R E S E R V I C E P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 2 . I N S T A L L 4 " W A T E R S E R V I C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . R E C O R D D R A W I N G S AS-BUILT 4720 4725 4730 4735 4740 4745 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 FG-EG-4736.300+00 FG-EG-4736.51FG-EG-4736.440+50 FG-EG-4736.42FG-4738.18EG-4736.581+00 FG-4738.45 EG-4736.75 FG-4738.72 EG-4736.70 1 + 5 0 FG-4738.84 EG-4736.11 FG-4738.97 EG-4735.69 2 + 0 0 FG-4739.09 EG-4736.04 FG-4739.22 EG-4736.87 2 + 5 0 FG-4739.34 EG-4737.13 FG-4739.47 EG-4737.29 3 + 0 0 FG-4739.59 EG-4737.51 FG-4739.72 EG-4737.77 3 + 5 0 FG-4739.84 EG-4738.06 FG-4739.97 EG-4738.24 4 + 0 0 FG-4740.00 EG-4738.53 FG-4739.77 EG-4738.16 4 + 5 0 FG-4739.55 EG-4737.58 FG-4739.33 EG-4737.23 5 + 0 0 INV-INV-4728.93INV-4729.31INV-4729.51INV-4729.68 INV-4729.86 INV-4730.03 INV-4730.21 INV-4730.39 INV-4730.56 INV-4730.74 INV-4730.91 INV-4731.09 INV-4731.27 INV-4731.44 INV-4731.62 INV-4731.79 INV-4731.86 INV-4731.73 INV-4731.39 INV-4731.00 E X I S T I N G G R O U N D S U R F A C E A T R O A D C E N T E R L I N E P R O P O S E D T E M P O R A R Y G R O U N D S U R F A C E A T R O A D C E N T E R L I N E STA 0+09.668" TEEPIPE INV = 4728.71 STA 0+53. 6 5 8" GATE V A L V E PIPE INV = 4 7 2 9 . 3 6 S T A 4 + 5 5 . 1 6 8 " 9 0 ° B E N D P I P E I N V = 4 7 3 1 . 7 0 UTILITY CONDUIT CROSSINGBANK OF 3INSTALL PER STD DETAILSTA 0+58.66TOP = 4735.50BOT = 4734.40 S T A 3 + 8 1 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 4 + 7 5 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 3 + 7 6 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 4 + 7 5 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 4 + 1 5 . 0 5 8 X 6 T E E P I P E I N V = 4 7 3 1 . 9 0 PROPOSED FUTU R E F I N I S H E D GROUND SURFA C E EXCLUDING ALL- W E A T H E R A C C E S S SEWER MAIN CROSSI N G STA 0+20.66TOP = 4731.99BOT = 4731.30 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8S 8 S 8 S D SD SD SD SD SD SD SDSDSD8W8W8W8W 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 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W W S F I R E WS FIRE WSWS FIRE 8W-0+340+001+00 2+00 3+00 4+00 5 + 0 0 8" GATE V A L V E STA 0+53 . 6 5 OFFSET - 5 . 8 2 8 " 9 0 ° B E N D S T A 4 + 5 5 . 1 6 O F F S E T + 1 0 . 2 1 8" TEESTA 0+09.66OFFSET -5.82 S T A 4 + 7 5 , O F F S E T + 3 1 . 7 5 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 3 + 7 6 , O F F S E T + 2 5 . 0 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 3 + 8 1 , O F F S E T + 3 3 . 0 0 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 4 + 7 5 , O F F S E T + 4 1 . 0 9 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E P I P E J O I N T D E F L E C T I O N S T A 4 + 4 3 . 4 7 , 0 . 1 5 ' R T 8 X 6 T E E S T A 4 + 1 5 . 0 5 O F F S E T - 5 . 8 2 8 X 6 T E E S T A 4 + 1 5 . 0 5 O F F S E T - 5 . 8 2 8 X 6 T E E S T A 4 + 1 5 . 0 5 O F F S E T - 5 . 8 2 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 4 + 1 5 . 0 5 O F F S E T - 1 8 . 4 9 B U R Y = 4 7 4 0 . 4 0 D E P T H = 8 . 5 ' 1 1 . 2 ' 1 5 . 4 ' 11.0' 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 . 5 3 3 6 1 5 3 0 3 0 6 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-DAYSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A D A Y S P R I N G A V E N U 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 5 + 0 0 5 6 5 9 . 0 0 6 3 6 W - 9 D S L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 D A Y S P R I N G A V E N U E I N S T A L L 4 9 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 D A Y S P R I N G D R I V E TWIN LAKES AVENUE M A T C H L I N E S E E S H E E T W - 1 0 SEE SHEET W-6 P R O P O S E D 2 0 ' A L L - W E A T H E R A C C E S S P E R D E T A I L 2 D - 3 L O T 7 L O T 1 3 L O T 1 2 L O T 1 1 DEWATERING SYSTEM(SEE SHEET D-7) G R A V E L S H O U L D E R E X T E N S I O N F O R A L L - W E A T H E R A C C E S S N O T E S : 1 . I N S T A L L 6 " F I R E S E R V I C E P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 2 . I N S T A L L 4 " W A T E R S E R V I C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . A B : I N V . = 4 7 3 1 . 7 2 ' A B : I N V . = 4 7 3 1 . 7 2 ' A B : 4 7 4 0 . 4 2 ' A B : I N V . = 4 7 3 1 . 5 9 ' A B : I N V . = 4 7 3 1 . 5 9 ' A B : 4 7 2 9 . 0 6 ' 4720 4725 4730 4735 4740 4745 4 7 2 0 4 7 2 5 4 7 3 0 4 7 3 5 4 7 4 0 4 7 4 5 FG-4739.33EG-4737.235+00 FG-4739.10EG-4737.00FG-4738.88EG-4736.565+50 FG-4738.66EG-4736.10 FG-4738.44 EG-4735.716 + 0 0 FG-4738.21 EG-4735.30 FG-4737.99 EG-4734.956 + 5 0 FG-4737.77 EG-4734.79 FG-4737.55 EG-4734.527 + 0 0 FG-4737.32 EG-4734.29 FG-4737.10 EG-4734.097 + 5 0 FG-4736.88 EG-4733.84 FG-4736.65 EG-4733.888 + 0 0 FG-4736.43 EG-4733.54 FG-4736.21 EG-4733.058 + 5 0 FG-4736.08 EG-4732.66 FG-4735.94 EG-4732.449 + 0 0 FG- EG-4732.03 FG- EG-4731.719 + 5 0 FG- EG-4731.26 FG- EG-4731.11 1 0 + 0 0 FG- EG-4730.96 FG- EG-4730.67 1 0 + 5 0 INV-4731.00INV-4730.61INV-4730.21INV-4729.82 INV-4729.45 INV-4729.17 INV-4728.89 INV-4728.61 INV-4728.33 INV-4728.05 INV-4727.77 INV-4727.49 INV-4727.20 INV-4726.92 INV-4726.44 INV-4725.33 INV-4724.23 INV-4723.88 INV-4723.84 INV-4723.84 INV-4724.06 INV- INV- E X I S T I N G G R O U N D S U R F A C E A T R O A D C E N T E R L I N E P R O P O S E D S E W E R M A I N S T A 5 + 9 6 . 8 9 8 " G A T E V A L V E P I P E I N V = 4 7 2 9 . 4 8 S T A 8 + 4 4 . 6 1 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 6 . 6 7 S T A 9 + 0 6 . 9 2 8 " 1 1 . 2 5 ° B E N D P I P E I N V = 4 7 2 3 . 9 3 S T A 9 + 2 4 . 8 2 8 " G A T E V A L V E P I P E I N V = 4 7 2 3 . 8 8 P R O P O S E D F U T U R E G R O U N D S U R F A C E E X C L U D I N G T E M P O R A R Y A C C E S S R O A D S T A 7 + 1 0 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 7 + 0 5 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E S T A 9 + 7 0 . 1 2 8 " C R O S S P I P E I N V = 4 7 2 3 . 8 0 S T A 9 + 9 5 . 8 6 8 " G A T E V A L V E P I P E I N V = 4 7 2 4 . 0 2 S T A 1 0 + 1 0 . 6 0 8 " E N D C A P O N L Y P I P E I N V = 4 7 2 4 . 1 2 M A I N T A I N 1 8 " M I N P R O P O S E D T E M P O R A R Y G R O U N D S U R F A C E A T R O A D C E N T E R L I N E S T A 1 0 + 0 5 . 8 6 8 X 6 T E E P I P E I N V = 4 7 2 4 . 1 1 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 1 0 + 0 5 . 8 6 N0°00'00"E228.57'N0°00'00"E179.96' N90°00'00"E N90°00'00"W C 4 4 L 6 0 N71°21'0 8 " E 155.10' C53 C 5 0 N 1 8 ° 5 8 ' 2 2 " W 7 7 . 0 6 ' C51 N0°59'08"E104.41'S89°57'07"E149.49'N90°00'00"W 180.20' S 0 ° 0 0 ' 0 0 " E 1 3 4 . 3 8 ' LOT 4 1.62 acs. S 1 8 ° 5 8 ' 2 2 " E 7 7 . 0 6 ' 8S 8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S8S8S8S8S8S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S8S D D S D S D S D S D S D S D S D S D 8W8W8W8W8W8W8W8W8W8W8W8W 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 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W W S F I R E F I R E W S W S W S F I R E WS FIRE WS FIRE WS W S W S F I R E 8 " C R O S S S T A 9 + 7 0 . 1 2 O F F S E T - 1 1 . 1 9 8 " G A T E V A L V E S T A 9 + 9 5 . 8 6 O F F S E T - 1 1 . 1 8 8 " E N D C A P O N L Y S T A 1 0 + 1 0 . 6 0 O F F S E T - 1 1 . 1 7 8 " G A T E V A L V E S T A 9 + 2 4 . 8 2 O F F S E T - 1 0 . 0 4 3+004+005+00 6+00 7+00 8+00 9+00 10+00 11+00 8 " G A T E V A L V E S T A 5 + 9 6 . 8 9 O F F S E T - 8 . 6 6 8 " 1 1 . 2 5 ° B E N D S T A 8 + 4 4 . 6 1 O F F S E T - 7 . 7 1 8 " 1 1 . 2 5 ° B E N D S T A 9 + 0 6 . 9 2 O F F S E T - 8 . 2 5 P I P E J O I N T D E F L E C T I O N S T A 8 + 3 9 . 6 4 , 8 . 5 6 ' L T S T A 7 + 1 0 , O F F S E T + 2 4 . 9 2 6 " C L A S S 5 1 D . I . F I R E S E R V I C E S T A 7 + 0 5 , O F F S E T + 3 2 . 9 2 4 " C L A S S 5 1 D . I . W A T E R S E R V I C E 11.2'15.4' 8 X 6 T E E S T A 1 0 + 0 5 . 8 6 O F F S E T - 1 1 . 1 7 H Y D & L E A D V L V A S M B L Y P E R C O B S T D D E T A I L 0 2 6 6 0 - 4 S T A 1 0 + 0 5 . 8 6 O F F S E T - 1 8 . 5 0 B U R Y = 4 7 3 5 . 1 1 D E P T H = 1 1 . 0 ' 1 1 . 0 ' 1 1 . 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\WATER\5659006_W-DAYSPRING-DR.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A D A Y S P R I N G A V E N U E W A T E R I M P R O V E M E N T S S T A . 5 + 0 0 T O 1 0 + 5 0 5 6 5 9 . 0 0 6 3 7 W - 1 0 D S L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 D A Y S P R I N G D R I V E I N S T A L L 5 1 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 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 . 5 3 3 6 1 5 3 0 3 0 6 0 W E L L S P R I N G D R I V E D A Y S P R I N G D R I V E MATCH LINESEE SHEET W-9 S E E S H E E T W - 4 P R O P O S E D 2 0 ' A L L - W E A T H E R A C C E S S P E R D E T A I L 2 D - 3 LOT 7LOT 12LOT 11 GRAVEL SHOULDER EXTENSIONFOR ALL-WEATHER ACCESS L O T 8 L O T 1 0 L O T 9 N O T E S : 1 . I N S T A L L 6 " F I R E S E R V I C E P E R C O B S T D D E T A I L 0 2 6 6 0 - 1 3 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . 2 . I N S T A L L 4 " W A T E R S E R V I C E S P E R C O B S T D D E T A I L 0 2 2 6 0 - 1 2 . I N S T A L L S E R V I C E S T U B T O T H E P R O P E R T Y L I N E A N D T E R M I N A T E W I T H A G A T E V A L V E . R E C O R D D R A W I N G S A B : I N V . = 4 7 2 8 . 3 6 ' A B : I N V . = 4 7 2 8 . 3 6 ' AB: INV.= 4731.59' A B : 4 5 ° B E N D A B : 4 5 ° B E N D I N V . = 4 7 2 3 . 8 9 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\ELECTIRCAL\5659006_ELECTRICAL.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 : 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 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 N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A E L E C T R I C A L N O T E S 5 6 5 9 . 0 0 6 3 8 E - 1 A R G A R G M E E 7 / 0 9 / 2 0 2 1 CURB AND PED RAMP UPDATES 9/16/2021 INCOMING ELECTRICAL SERVIC E DIVISION OF RESPONSIBILITYELEC.CONTR.UTILITYCO.PRIMARY CONDUITXPRIMARY CONDUCTORSXPOLE MOUNTTRANSFORMERXPOLE RISERXTRANSFORMERCONNECTIONSXSECONDARY CONDUITXSECONDARYCONDUCTORSXDISCONNECTXMETER BASEXMETERXNOTES:1. CONTACT AND COORDINATE ALL REQUIREMENTS AND RESPONSIBILITIES WITH SERVING UTILITY COMPANIES PRIOR TO SUBMITTING BID2. ALL SERVICE INSTALLATION WORK SHALL BE IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITIES.POWER CONTACT:DUSTIN WORKMANNORTHWESTERN ENERGYBOZEMAN, MT(406) 583-8118MORRISON MAIERLE, INC. HAS CONTACTED THE UTILITIES BUT HAS NOT RECEIVED I N WRITING THE FINAL REQUIREMENTS FROM THE POWER UTILITY.THESE DRAWINGS INDICATE OUR BEST ESTIMATION OF THEIR REQUIREMENTS. PR I O R T O BID CONTACT THE UTILITIES AND OBTAIN IN WRITING THEIR REQUIREMENTS.ELECTRICAL SYMBOL LEGE N D SYMBOLDESCRIPTIONS M O U N T I N G H E I G H T , U N O BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO P A N E L W I T H C I R C U I T S A S N O T E D . W I R E SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS I N D I C A T E P H A S E C O N D U C T O R S . L O N G TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DE D I C A T E D N E U T R A L C O N D U C T O R F O R EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GR O U N D C O N D U C T O R S H A L L B E P R O V I D E D WITH EACH HOME RUN.RACEWAY BELOW FLOOR OR BELOW GRADERACWAY STUB-OUT OR STUB-UP WITH BUSHED ENDPAD MOUNTED TRANSFORMERUTILITY ELECTRIC METER SEE DETAIL 2/E0.3.METERLINE BREAKHANDHOLE SEE DETAIL 6/E0.2KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHE E T . POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRE T E B A S E . L E T T E R I N D I C A T E S F I X T U R E TYPE.PHOTOCELLDUPLEX RECEPTACLE. 1 8 " SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SP E C . 1 8 " JUNCTION BOXFUSED DISCONNECT SWITCHBRANCH CIRCUIT PANELBOARD BREAKERCONTACTOR1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SY M B O L S A P P E A R O N T H I S P R O J E C T . 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE F I N I S H E D F L O O R . M O U N T I N G H E I G H T S INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOT E D S P E C I F I C A L L Y O N T H E D R A W I N G S OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER M O U N T I N G H E I G H T S L I S T E D . P-1,3,5MMHH1PAJC ABBREVIATIONSA or AMPAMPERESACALTERNATING CURRENTA/CAIR CONDITIONINGAFAMP FUSEAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEALALUMINUMASAMP SWITCHBASBUILDING AUTOMATION SYSTEMBKRBREAKERCRACEWAY/CONDUITCBCIRCUIT BREAKERCCTVCLOSED CIRCUIT TELEVISIONCKTCIRCUITC.O.RACEWAY/CONDUIT ONLY, WITH PULL STRINGCNTRLCONTROLCUCOPPERDISCDISCONNECTDISTDISTRIBUTIONDPDTDOUBLE POLE DOUBLE THROWDWGDRAWINGEAEACHEFEXHAUST FANELECELECTRICEMTELECTRICAL METALLIC TUBINGEQUIPEQUIPMENTEX OREXISTEXISTINGFDFUSED DISCONNECTFLRFLOORFOFIBER OPTICFVNRFULL VOLTAGE NON-REVERSINGFVRFULL VOLTAGE REVERSINGGECGROUNDED ELECTRODE CONDUCTORGFIGROUND FALUT INTERRUPTERGNDGROUNDGRCGALVANIZED RIGID CONDUITHIDHIGH INTENSITY DISCHARGEHOAHAND-OFF-AUTOMATICHPHORSEPOWERHPSHIGH PRESSURE SODIUMHTRHEATERHZHERTZJ-BOXJUNCTION BOXKVAKILOVOLT AMPERESKWKILOWATTSLTGLIGHTINGMAXMAXIMUMMHMETAL HALIDEMINMINIMUMNNEUTRALNCNORMALLY CLOSEDNECNATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MANUFACTURERSASSOCIATIONNFDNON-FUSED DISCONNECTNICNOT IN CONTRACTNONORMALLY OPEN#NUMBEROCON CENTEROHOVERHEADPPOLEPBPUSHBUTTONPNLPANELPVCPOLYVINYL CHLORIDE CONDUITPWRPOWERRECEPTRECEPTACLERGSRIGID GALVANIZED STEELRMROOMRVNRREDUCED VOLTAGE NON-REVERSINGRVRREDUCED VOLTAGE REVERSINGSPSINGLE POLE TOGGLE SWITCHSPECSPECIFICATIONSPSTSINGLE POLE SINGLE THROWSSPBSTART-STOP PUSHBUTTONSWSWITCHTCTIME CLOCKTDTIME DELAYTSPTWISTED SHIELDED PAIRTTBTELEPHONE TERMINAL BOARDTYPTYPICALUGUNDERGROUNDUHUNIT HEATERUNOUNLESS NOTED OTHERWISEUONUNLESS OTHERWISE NOTEDVVOLTVAVOLT AMPERESWWATTSWPWEATHERPROOFW/OWITHOUTXFMRTRANSFORMERYWYE CONNECTEDDELTA CONNECTEDPHASE*THESE ABBREVIATIONS COMPRISE A STANDARD LIST;NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1 . P R I O R T O B I D C O N T R A C T O R S H A L L V I S I T T H E S I T E S . N O T A L L W O R K R E Q U I R E D T O C O M P L E T E T H E P R O J E C T I S S H O W N O N T H E D R A W I N G S . T H E C O N T R A C T O R S H A L L B E C O M E T H O R O U G H L Y F A M I L I A R W I T H A L L T H E W O R K R E Q U I R E D T O C O M P L E T E T H E P R O J E C T I N A D D I T I O N T O T H E L O C A L C O N D I T I O N S A N D I N C L U D E S A I D W O R K I N T H E B I D . 2 . G E N E R A L W O R K P R A C T I C E S F O R E L E C T R I C A L C O N S T R U C T I O N S H A L L B E I N A C C O R D A N C E W I T H N E C A 1 , " S T A N D A R D P R A C T I C E S F O R G O O D W O R K M A N S H I P I N E L E C T R I C A L C O N T R A C T I N G . " T H I S P U B L I C A T I O N I S A V A I L A B L E F R O M N C S A B Y T E L E P H O N E A T 3 0 1 - 2 1 5 - 4 5 2 1 O R O N - L I N E A T W W W . N E C A - N E I S . O R G . 3 . U . N . O . A L L P O L E S A N D M E T E R B A S E S S H A L L B E L O C A T E D 3 ' F R O M B A C K O F C U R B . V E R I F Y A L L S T A T I O N N U M B E R S A N D C O O R D I N A T E E X A C T L O C A T I O N W I T H C I V I L D R A W I N G S P R I O R T O R O U G H - I N . 4 . A L L N E W P O L E S S H O U L D B E P R O V I D E D W I T H B R E A K A W A Y B O L T S . P R O V I D E T R A N S P O P O L E - S A F E M O D E L 4 1 0 0 O R E Q U A L . 5 . C O N T R A C T O R S H A L L B O R E / D I R E C T B U R Y U N D E R R O A D W A Y S , D R I V E W A Y S , S I D E W A L K S , E T C . A L L C O S T S A S S O C I A T E D W I T H B O R I N G / D I R E C T B U R Y S H A L L B E I N C L U D E D I N C O N T R A C T O R ' S B I D P R I C E . 6 . C O N T R A C T O R T O I M M E D I A T E L Y N O T I F Y E N G I N E E R A N D O W N E R O F A N Y C O N F L I C T S E N C O U N T E R E D D U R I N G C O N S T R U C T I O N . U N D E R N O C I R C U M S T A N C E S S H A L L C O N T R A C T O R R E S O L V E C O N F L I C T P R I O R T O N O T I F I C A T I O N . 7 . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E C O O R D I N A T I O N O F A L L E L E C T R I C A L S E R V I C E W O R K W I T H N O R T H W E S T E R N E N E R G Y . O W N E R P A Y S A L L F E E S , C O N T R A C T O R D O E S A L L S C H E D U L I N G A N D C O O R D I N A T I O N O F N O R T H W E S T E R N E N E R G Y W O R K . C O N T A C T L I N D A G A L E ( P H : 4 0 6 - 5 8 2 - 4 6 0 8 ) A T N W E F O R U T I L I T Y I N F O R M A T I O N . I T I S T H E S O L E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O E N S U R E A L L S C H E D U L E S A R E M E T . P R O J E C T N O T E S VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\ELECTIRCAL\5659006_ELECTRICAL.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 : 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 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 N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A E L E C T R I C A L D E T A I L S 5 6 5 9 . 0 0 6 3 9 E - 2 A R G A R G M E E 7 / 0 9 / 2 0 2 1 CURB AND PED RAMP UPDATES 9/16/2021 R E I N F O R C E D H A N D H O L E & C O V E R S I N G L E M E M B E R T Y P E M A S T A R M 2 ' - 0 " 2 ' - 0 " M I N . 3 0 ' M A S T A R M T Y P E E 1 - 1 0 F T T Y P E E 2 - 6 F T F I N I S H E D G R A D E S I D E W A L K P O L E B A S E D E T A I L ( T Y P ) L O N G R E I N F . S E E S C H E D U L E A N C H O R B O L T S F R O M P O L E M A N F . 2'-6" 7 ' H O R I Z . T I E S S E E S C H E D U L E P R O V I D E L O N G A T A L L F O U R C O R N E R S O F S Q U A R E P I E R . P R O V I D E S P A C I N G O F S / 2 A T T O P 1 ' - 0 " O F P E I R . D E P T H B E L O W F I N I S H E D G R A D E . S P A C E L O N G . S T E E L E V E N L Y A R O U N D P E R I M E T E R . P R O V I D E R E I N F . C L E A R A N C E P E R A N C I 3 1 8 . * * * * * * * * * * * * * * * F I N I S H G R A D E 2 4 " S E E S I T E P L A N F O R C O N D U I T S I Z E 1 " C H A M F E R R E I N F O R C E D C O N C . B A S E B Y E . C . B U S H C O N D U I T S B A S E C O V E R P R O V I D E F U S E ( S ) I N C K T . T O B A L L A S T . F U S E ( S ) S H A L L B E B U S S T Y P . B B S . F U S E H O L D E R S S H A L L B E B U S S " T R O N " H E B W A T E R P R O O F . S I Z E O F F U S E S H A L L B E A S R E Q U I R E D B Y L U M I N A I R E M A N U F A C T U R E R . C O N N E C T G R O U N D T O P O L E B A S E W / B O U N D R Y # G B 4 C P R O J E C T A N C H O R B O L T S 3 " M I N . A B O V E T O P O F B A S E . P R O V I D E D O U B L E N U T S F O R L E V E L I N G U N I T ( O N E A B O V E A N D O N E B E L O W B A S E F L A N G E ) . G R O U T V O I D B E T W E E N B A S E F L A N G E A N D T O P O F C O N C R E T E , L E A V I N G D R A I N H O L E . H A N D F I N I S H . T H W N C O N D U C T O R A S S H O W N O N P L A N S P R O V I D E 1 ' O F C O I L E D S L A C K O N C O N D U C T O R F E E D T H R U H A N D H O L E - 4 " X 6 " ( N O M I N A L ) L I G H T F I X T U R E B A S E S C H E D U L E * * * * * P O L E H E I G H T S I Z E L O N G S T L H O R I Z O N T A L S T L * * 1 4 ' - 3 0 ' D E P T H * * * H E I G H T A F G 7 ' - 0 " 6 " 2 4 " Ø ( 6 ) # 6 * * * * # 3 A T 1 2 " O . C . B O L T C O U P L I N G ( B R E A K A W A Y T Y P E ) B R E A K A W A Y B O L T C O U P L I N G B O L T C O V E R B R E A K A W A Y B O L T C O U P L I N G ( O N E O F F O U R ) N O T E : C O N T R A C T O R S H A L L C O O R D I N A T E A N D P R O V I D E B O L T C O V E R F R O M T H E P O L E M A N U F A C T U R E R T O E N S U R E T H E C L E A N E S T L O O K P O S S I B L E . B E A K A W A Y B O L T C O U P L I N G ( T Y P ) T Y P E E 1 L U M I N A I R E ( T Y P ) L U M I N A I R E S C H E D U L E S Y M B O L T Y P E L A M P S L U M E N S D E S C R I P T I O N S M A N U F A C T U R E R C A T A L O G N O . O R S E R I E S M O U N T I N G / V O L T A G E E 1 9 9 L E D 1 2 , 9 4 5 F U L L C U T O F F A R E A L I G H T W I T H T Y P E I I D I S T R I B U T I O N . M O U N T F I X T U R E O N 3 5 F T R O U N D T A P E R E D S T E E L P O L E W I T H 1 0 F T A R M . M O U N T O N C O N C R E T E B A S E P E R C I T Y R E Q U I R E M E N T S . P R O V I D E H U N T E R G R E E N F I N I S H ( R A L # 6 0 0 5 ) P E R C I T Y O F B O Z E M A N S T A N D A R D S . P R O V I D E A R M A N D P O L E P E R C I T Y O F B O Z E M A N S T A N D A R D S . L U M I N A I R E S E L E C T I O N A N D P L A C M E N T I S B A S E D O N N E W D R A F T S T A N D A R D F O R O U T P U T . P H I L I P S R F M - 1 0 0 W - 6 0 L E D - 3 K - G 2 - R 2 M - U N V - - F A W S - D M G - R C D 7 - H S P O L E / 2 4 0 E 2 4 5 W L E D 4 , 2 4 4 F U L L C U T O F F A R E A L I G H T W I T H T Y P E I I D I S T R I B U T I O N . M O U N T F I X T U R E O N 3 0 F T R O U N D T A P E R E D S T E E L P O L E W I T H 6 F T A R M . M O U N T O N C O N C R E T E B A S E P E R C I T Y R E Q U I R E M E N T S . P R O V I D E H U N T E R G R E E N F I N I S H ( R A L # 6 0 0 5 ) P E R C I T Y O F B O Z E M A N S T A N D A R D S . P R O V I D E A R M A N D P O L E P E R C I T Y O F B O Z E M A N S T A N D A R D S . L U M I N A I R E S E L E C T I O N A N D P L A C M E N T I S B A S E D O N N E W D R A F T S T A N D A R D F O R O U T P U T . P H I L I P S R F S - 4 5 W - 1 6 L E D - 3 K - G 2 - R 2 M - U N V - F A W S - D M G - R C D 7 - H S P O L E / 2 4 0 6 " 2 " C T O L I G H T I N G P U L L B O X 2"C.O TO T R A N S F O R M E R F I N I S H E D G R A D E N E M A 3 R L I G H T I N G C O N T R O L E N C L O S U R E W I T H D E F I N I T E P U R P O S E L I G H T I N G C O N T A C T O R S C O N T R O L L E D V I A P O S T T O P P H O T O C E L L A N D T I M E C L O C K ( I N T E G R A L T O M E T E R P E D E S T A L U N I T ) C O N T A C T O R S H A L L B E S I Z E D T O A C C O M M O D A T E A L L C I R C U I T S O N L O A D C E N T E R M E T E R B A S E P E D E S T A L W I T H 1 2 0 / 2 4 0 V , 1 Ø 1 0 0 A D I S C O N N E C T P E R U T I L I T Y R E Q U I R E M E N T S . M I L B A N K , C P 2 B 5 1 1 1 5 A S P W I T H B A S E : C P - 1 6 P D M N T - C A L T I N T E G R A L L O A D C E N T E R W I T H 1 0 0 A M A I N C I R C U I T B R E A K E R , ( 6 ) 2 0 A / 2 P B R E A K E R S A N D ( 2 ) 2 0 A / 1 P B R E A K E R S C O N C R E T E B A S E N O T E : C O N T R A C T O R S H A L L P R O V I D E 2 - 2 " S P A R E C . O . S T U B B E D T O O U T S I D E C O N C R E T E P A D . A L L M E T E R I N G E Q U I P M E N T S H A L L B E I N S T A L L E D P E R C I T Y O F B O Z E M A N D E S I G N S T A N D A R D S GND PER NEC P H O T O C E L L M O U N T E D O N R G S C O N D U I T A T 8 F T A F G S E C U R E C O N D U I T T O S I D E O F M E T E R P E D E S T A L L B I N T O S I D E O F P E D E S T A L ( 1 ) 2 " C . O . P E R U T I L I T Y R E Q U I R E M E N T S 1 2 0 / 2 4 0 V , 1 P , 3 W , P O L E M O U N T X F M R B Y U T I L T Y 2 0 0 A M E T E R P E D E S T A L W I T H 1 0 0 A M A I N B R E A K E R ( T Y P ) . S E E M E T E R D E T A I L O N T H I S S H E E T M E T E R E Q U I P M E N T D E T A I L O N E - L I N E D I A G R A M TYPE I MINIMUM INSIDE DIMENSIONSW = 12 INCHESL = 18 INCHESD = 12 INCHES PULL BOX COMPOSITE1" CLEAN STONEDRAINAGE COPPER OR EQUAL CONCRETE SIDEWALK OR PAVERSCONDUIT IN PLACEAS REQUIRED. ELECTRICAL BOND, NO.6 AWGPROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRESNOTES:FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT.FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE ANDOUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTHREINFORCEMENT.ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENTANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED ANDCERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETLVERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULLBOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE ANDOUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOPSURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000POUNDS.FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX.CITY LIGHTING HOLD DOWN BOLTSPULL BOX DETAIL D D D DDESDESDESDESDESDESES P R C : 2 5 + 3 8 . 1 3 L O T 1 0 1 . 0 9 a c s . L O T 1 2 1 . 4 0 a c s . L O T 1 1 0 . 7 8 a c s . S0°30'35"E441.03'S89°29'56"W 505.77'N0°30'35"W440.63' S 8 9 ° 2 9 ' 5 6 " W 2 6 5 . 1 4 ' L 5 7 86.14'86.47' S 6 7 ° 0 7 ' 2 5 " W 1 7 1 . 5 3 ' N0°00'00"E 228.57' N0°00'00"E 179.96' E2E1E1 E 1 E 2 E 1 E 1 M1-1,3M1-1,3 M 1 - 1 , 3 M 1 - 1 , 3 M 1 - 1 , 3 M 1 - 1 , 3 M H H H H H H H H HHHH HHHH H H 1 TYPICAL PULL BOX. SEEDETAIL ON E-2. K E Y N O T E S M E T E R E Q U I P M E N T M 1 . S E E D E T A I L O N E - 2 . G E N E R A L N O T E S 1 . C O N T R A C T O R S H A L L P R O V I D E S C H E D U L E 8 0 P V C C O N D U I T U N D E R P A V E D S U R F A C E S . S C H E D U L E 4 0 P V C I S P E R M I T T E D U N D E R L A N D S C A P E D S U R F A C E . 2 . A L L C O N D U I T A N D T R E N C H I N G S H A L L B E I N S T A L L E D P E R C I T Y S T A N D A R D S . VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\ELECTIRCAL\5659006_ELECTRICAL.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 : 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 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 N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A E L E C T R I C A L P L A N - W E S T O A K S T R E E T 5 6 5 9 . 0 0 6 4 0 E - 3 C P K A R G M E E 7 / 0 9 / 2 0 2 1 CURB AND PED RAMP UPDATES 9/16/2021 4 0 8 0 2 0 4 0 0 S C A L E I N F E E T WEST OA K S T R E E T TWIN LAKES AVENUE ROSA WAY MATCH LINESEE SHEET E-41PROVIDE #1 0 C U I N 1 " CONDUIT B E T W E E N P U L L B O X AND LUMIN A I R E . T Y P I C A L O F ALL LUMINA I R E S . 2-#8 CU AND 1-#10 CU GND IN2" CONDUIT. TYPICAL OF ALLCONDUIT RUNS ON THISSHEET. W L =19 7.66,R =97 0.00Δ=11°4 0'32 "S0°30'35"E441.03'S88°31'14"W 513.51'C39 N11°23'09"W369.97' C35 N0°30'35"W440.63'C38 C34S0°02'56"W 515.88' N 9 0 ° 0 0 ' 0 0 " E 1 6 0 . 0 3 ' N 8 8 ° 3 1 ' 1 4 " E 1 1 0 . 2 2 ' N 9 0 ° 0 0 ' 0 0 " W 1 6 0 . 0 7 ' C44 C 4 5 L 6 0 C 5 4 N 7 1 ° 2 1 ' 0 8 " E 1 5 5 . 1 0 ' C 5 3 L65 N 1 8 ° 5 8 ' 2 2 " W 7 7 . 0 6 ' C57 C 5 1 N0°59'08"E 104.41' S 8 9 ° 5 7 ' 0 7 " E 1 4 9 . 4 9 ' S 8 9 ° 5 7 ' 0 7 " E 2 6 4 . 9 3 ' S0°02'56"W 284.14'C56 N 9 0 ° 0 0 ' 0 0 " W 1 8 0 . 2 0 ' S0°00'00"E 134.38' N15°26'36 " W 164.99' S18°58' 2 2 " E 77.06' N16°28'0 8 " W 322.99' E2E2 E 2 E 2 E 2 E 2 E 2 E 2 M 2 - 2 , 4 M2-2,4 M2-2,4 M 2 - 2 , 4 M 2 - 2 , 4 M 2 - 2 , 4 M 2 - 2 , 4 M 2 - 2 , 4 H H HHHHHH H H H H H H H H H H H H H H H H HHHH H H E2M2-2,4 E2M2-2,4VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\ELECTIRCAL\5659006_ELECTRICAL.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 : 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 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 N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A E L E C T R I C A L P L A N - S O U T H 5 6 5 9 . 0 0 6 4 1 E - 4 C P K A R G M E E 7 / 0 9 / 2 0 2 1 1METER AND STREET LIGHT ELECTRICAL LINES MOVED EAST OF TWIN LAKES7/8/2021LRH LRH CURB AND PED RAMP UPDATES 9/16/2021 4 0 8 0 2 0 4 0 0 S C A L E I N F E E T WELLSPRING DRIVE TWIN LAKES AVENUE ROSA WAYMATCH LINESEE SHEET E-3 MATCH LINESEE SHEET E-5 G E N E R A L N O T E S 1 . C O N T R A C T O R S H A L L P R O V I D E S C H E D U L E 8 0 P V C C O N D U I T U N D E R P A V E D S U R F A C E S . S C H E D U L E 4 0 P V C I S P E R M I T T E D U N D E R L A N D S C A P E D S U R F A C E . 2 . A L L C O N D U I T A N D T R E N C H I N G S H A L L B E I N S T A L L E D P E R C I T Y S T A N D A R D S . T Y P I C A L P U L L B O X . S E E D E T A I L O N E - 2 . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C O N D U I T T O M E T E R M 2 . 2-#10 CU AND 1-#10 CU GND IN 2"CONDUIT. TYPICAL OF ALLCONDUIT RUNS ON THIS SHEET,UNO. 1 W W W W W W W W W W W W SD SD SD SD SDSSSSSSSS 1 . 2 1 a c s . L O T 1 4 5 . 2 6 a c s . L O T 4 1 . 6 2 a c s . L O T 2 0 . 7 5 a c s . L O T 1 2 . 6 2 a c s . E 2 E 2 E 2 M 2 E2 E2E2 E2 E2E2 E 2 E 2 M 2 - 2 , 4 M2-1,3 M2-1,3M2-1,3M2-1,3 M2-1,3 M 2 - 1 , 3 M 2 - 1 , 3 M 2 - 1 , 3 M 2 - 1 , 3 M H H HH HHHHHHHHHH H H H H H H H H H H H H H H M2-1,3 1 VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2 0 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\ELECTIRCAL\5659006_ELECTRICAL.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 : 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 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 N O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A E L E C T R I C A L P L A N - N O R T H 5 6 5 9 . 0 0 6 4 2 E - 5 C P K A R G M E E 7 / 0 9 / 2 0 2 1 1METER AND STREET LIGHT ELECTRICAL LINES MOVED EAST OF TWIN LAKES7/8/2021LRH LRH CURB AND PED RAMP UPDATES 9/16/2021 4 0 8 0 2 0 4 0 0 S C A L E I N F E E T H A R V E S T P A R K W A Y T W I N L A K E S A V E N U E ROSA WAYMATCH LINESEE SHEET E-4 1 K E Y N O T E S M E T E R E Q U I P M E N T M 1 . S E E D E T A I L O N E - 2 . G E N E R A L N O T E S 1 . C O N T R A C T O R S H A L L P R O V I D E S C H E D U L E 8 0 P V C C O N D U I T U N D E R P A V E D S U R F A C E S . S C H E D U L E 4 0 P V C I S P E R M I T T E D U N D E R L A N D S C A P E D S U R F A C E . 2 . A L L C O N D U I T A N D T R E N C H I N G S H A L L B E I N S T A L L E D P E R C I T Y S T A N D A R D S . 2 - # 8 C U A N D 1 - # 1 0 C U G N D I N 2 " C O N D U I T T O M E T E R M 2 . 2-#10 CU AND 1-#10 CU GND IN 2"CONDUIT. TYPICAL OF ALLCONDUIT RUNS ON THIS SHEET,UNO. T Y P I C A L P U L L B O X . S E E D E T A I L O N E - 2 . 1 2 . 0 0 % 2 . 0 0 % 3 2 ' T B C T O T B C S T A N D A R D S P I L L C U R B S E E C O B S T D D W G 0 2 5 2 8 - 1 MIN. 14" UNCRUSHEDSUB-BASE COURSE 3"-1" WASHED ROCKTYPICAL 3 . 0 0 % 6" M-4000 CONCRETEREINFORCED WITH 1.5 LBSFIBERMESH PER CUBIC YARD6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE 4" ASPHALT PAVEMENTCOMPACTED SUBGRADE MIRAFI RS580i SUBGRADE SEPARATIONFABRIC OR ENGINEER APPROVED EQUAL 1 2 5 ' R O W 5.5'BLVD 10'MULTI USE PATH 1'2.00%2.00% 2 8 ' M E D I A N 3 . 0 0 % E X I S T I N G R O A D PROPOSE D R O A D STANDARD CATCH CURBSEE COB STD DWG 02528-1 32' T B C T O T B C E X I S T I N G S P I L L C U R B C L E X T E N D S T R U C T U R A L M A T E R I A L M I N . 9 " B E Y O N D B A C K O F C U R B ( T Y P . ) T O P S O I L S E E D E D W I T H G R A S S 6 0 ' R O W 1'8 . 5 ' * B L V D . 5 ' C U R B A N D G U T T E R 7 ' O N S T R E E T P A R K I N G 8 . 5 ' B L V D 5 ' S I D E W A L K 2 . 0 0 % 2.00% 2 . 0 0 % 2 . 0 0 % 14.5' 3 1 ' T B C T O T B C 1 4 . 5 ' S T A N D A R D C U R B S E E C O B S T D D W G 0 2 5 2 8 - 1 M I N . 1 0 " 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 . 0 0 % 4" THICK CONCRETE 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 C L 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 STRU C T U R A L MATERIAL MIN. 9" B E Y O N D BACK OF CURB ( T Y P . ) 8 ' D R I V E A I S L E 7 ' O N S T R E E T P A R K I N G 8 ' D R I V E A I S L E . 5 ' C U R B A N D G U T T E R 1 ' 3 " - 1 " W A S H E D R O C K T Y P I C A L 4 " T H I C K C O N C R E T E E X I S T I N G S P I L L C U R B S T A N D A R D S P I L L C U R B S E E C O B S T D D W G 0 2 5 2 8 - 1 M I N . 1 4 " U N C R U S H E D S U B - B A S E C O U R S E 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 MIRAFI R S 5 8 0 i S U B G R A D E S E P A R A T I O N FABRIC OR E N G I N E E R A P P R O V E D E Q U A L V A R I E S P R O P O S E D R O A D STANDARD CATCH CURBSEE COB STD DWG 02528-1 W I D T H V A R I E S S E E P L A N E X T E N D S T R U C T U R A L M A T E R I A L M I N . 9 " B E Y O N D B A C K O F C U R B ( T Y P . ) 4:1 1 . 0 ' W I D T H V A R I E S S E E P L A 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\DETAIL SHEETS\5659006_DETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A D E T A I L S - R O A D S E C T I O N S 5 6 5 9 . 0 0 6 4 3 D - 1 C P K - - - - M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 1 - R O A D S E C T I O N : O A K S T R E E T S C A L E : N T S 3 - R O A D S E C T I O N : R O S A W A Y & W E L L S P R I N G D R . S T A . 0 + 7 5 T O 6 + 0 0 S C A L E : N T S NOTE:*ROSA WAY WEST SIDECITY PARK CONCRETE SIDEWALK TO BE 6'WIDE REINFORCED WITH 1.5 LBSFIBERMESH PER CUBIC YARD. REDUCEBOULEVARD WIDTH TO 7.5'. N O T E S 1 . A S P H A L T T O B E T Y P E - B M O D I F I E D , C O M P A C T E D T O 9 3 % % R I C E D E N S I T Y A S D E T E R M I N E D B Y A S T M D 2 0 4 1 . 2 . B A S E C O U R S E A N D S U B G R A D E S H A L L B E C O M P A C T E D T O A M I N . 9 5 % R E L A T I V E D R Y D E N S I T Y B A S E D U P O N A A S H T O T - 9 9 . 3 . C O N C R E T E S H A L L B E C L A S S M - 4 0 0 0 . 4 . S I D E W A L K C R O S S S H A L L B E 2 % M A X . 5 . S E E D E T A I L 1 O N D - 3 F O R G R A D I N G B E Y O N D T H E R . O . W . 2 - R O A D S E C T I O N : O A K S T R E E T T A P E R S E C T I O N S T A . 8 + 1 0 T O 1 3 + 2 6 S C A L E : N T S R E C O R D D R A W I N G S 7 1 ' R O W 1.0' . 5 ' C U R B A N D G U T T E R 8 ' O N - S T R E E T P A R K I N G 2 . 0 0 % 2.00% 2 . 0 0 % 2 . 0 0 % 14. 0 ' 4 3 ' T B C T O T B C 1 4 . 0 ' S T A N D A R D C U R B S E E C O B S T D D W G 0 2 5 2 8 - 1 M I N . 1 0 " 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 . 0 0 % 4" THICK CONCRETE 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 C L 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 EXT E N D S T R U C T U R A L MATER I A L M I N . 9 " B E Y O N D BAC K O F C U R B ( T Y P . ) 1 0 ' D R I V E A I S L E 6 ' B I K E L A N E 8 ' O N - S T R E E T P A R K I N G 1 0 ' D R I V E A I S L E 1 3 ' S I D E W A L K 1 . 0 ' . 5 ' C U R B A N D G U T T E R 8 . 0 ' B L V D 5'SIDEWALK 6 " T H I C K C O N C R E T E ( S O U T H S I D E A L O N G L O T S 1 , 2 , & 3 ) 3 ' C R O W N 7 0 ' R O W 1.5' . 5 ' C U R B A N D G U T T E R 7 ' O N - S T R E E T P A R K I N G 2.00% 2 . 0 0 % 1 3 . 5 ' 4 3 ' T B C T O T B C 1 3 . 5 ' S T A N D A R D C U R B S E E C O B S T D D W G 0 2 5 2 8 - 1 M I N . 1 0 " 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 . 0 0 % 6" THICK CONCRETE 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 1 2 ' W A L K C L 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 E X T E N D S T R U C T U R A L MA T E R I A L M I N . 9 " B E Y O N D B A C K O F C U R B ( T Y P . ) 1 0 ' D R I V E A I S L E 4 ' B I K E L A N E 7 ' O N - S T R E E T P A R K I N G 4 ' B I K E L A N E 1 0 ' D R I V E A I S L E 1 2 ' W A L K 1 . 5 ' . 5 ' C U R B A N D G U T T E R 6 " T H I C K C O N C R E T E 6 6 ' R O W 1' 7 . 5 ' B L V D . 5 ' C U R B A N D G U T T E R 7 ' O N - S T R E E T P A R K I N G 7 . 5 ' B L V D 5 ' S I D E W A L K 2 . 0 0 % 2.00% 2 . 0 0 % 2 . 0 0 % 1 3 . 5 ' 3 9 ' T B C T O T B C 1 3 . 5 ' S T A N D A R D C U R B S E E C O B S T D D W G 0 2 5 2 8 - 1 M I N . 1 0 " 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 . 0 0 % 4" THICK CONCRETE 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 C L 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 E X T E N D S T R U C T U R A L M A T E R I A L M I N . 9 " B E Y O N D B A C K O F C U R B ( T Y P . ) 1 2 ' D R I V E A I S L E 1 2 ' D R I V E A I S L E 7 ' O N - S T R E E T P A R K I N G . 5 ' C U R B A N D G U T T E R 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\DETAIL SHEETS\5659006_DETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A D E T A I L S - R O A D S E C T I O N S 5 6 5 9 . 0 0 6 4 4 D - 2 D S C P K M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 1 - R O A D S E C T I O N : H A R V E S T P A R K W A Y S C A L E : N T S 2 - R O A D S E C T I O N : W E L L S P R I N G D R . S T A . 6 + 5 0 T O 1 2 + 6 9 S C A L E : N T S N O T E S 1 . A S P H A L T T O B E T Y P E - B M O D I F I E D , C O M P A C T E D T O 9 3 % % R I C E D E N S I T Y A S D E T E R M I N E D B Y A S T M D 2 0 4 1 . 2 . B A S E C O U R S E A N D S U B G R A D E S H A L L B E C O M P A C T E D T O A M I N . 9 5 % R E L A T I V E D R Y D E N S I T Y B A S E D U P O N A A S H T O T - 9 9 . 3 . C O N C R E T E S H A L L B E C L A S S M - 4 0 0 0 . 4 . S I D E W A L K C R O S S S H A L L B E 2 % M A X . 5 . S E E D E T A I L 1 O N D - 3 F O R G R A D I N G B E Y O N D T H E R . O . W . 3 - R O A D S E C T I O N : T W I N L A K E S S C A L E : N T S R E C O R D D R A W I N G S 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 S U R F A C E 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 . 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 . C U L V E R T F O R N A T U R A L G A S 1 2 3 1 2 3 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 2. 0 0 % 2 . 0 0 % 4 : 1 2 ' 1 ' 1 0 ' P . U . E . ( T Y P . ) S I D E W A L K P E R P L A N R . O . W . M I N . 1 0 " U N C R U S H E D S U B - B A S E C O U R S E 3 . 0 0 % 3.00% 3 " 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 C O M P A C T E D S U B G R A D E C L 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 10' 1 0 ' 4 : 1 2 ' 4:12'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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\DETAIL SHEETS\5659006_DETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A D E T A I L S - S I D E W A L K S A N D C U R B S 5 6 5 9 . 0 0 6 4 5 D - 3 D S C P K M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 3 - S T O R M P O N D A L L - W E A T H 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 4 - U T I L I T Y C O N D U I T S C A L E : N T S 1 - R . O . W . G R A D I N G D E T A I L S C A L E : N T S G R A D E A C R O S S L O T T O M A T C H B O T T O M O F S L O P E O N O P P O S I T E S I D E O F L O T . S E E S H E E T S G R - 1 A N D G R - 2 . 2-ROAD SECTION: DAYSPR I N G A V E . A L L - W E A T H E R A C C E S S R O A D S C A L E : N T S G R A D E A C R O S S L O T T O M A T C H B O T T O M O F S L O P E O N O P P O S I T E S I D E O F L O T . S E E S H E E T S G R - 1 A N D G R - 2 . ROADWAY PER PLAN R E C O R D D R A W I N G 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 ALT. "A" (TOP O N L Y ) INSTALLATION ( T O P O N L Y ) : 4" THICK x 8' WI D E INSULATION BO A R D CENTERED OVE R W A T E R OR SEWER LINE - 8 ' M I N LENGTH ALONG W A T E R OR SEWER LINE * 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 * NOTES:1.INSTALL IN S U L A T I O N O V E R A L L W A T E R L I N E S W I T H L E S S T H A N 6 ' - 6 " C O V E R T O F I N I S H E D G R A D E , S E W E R L I N E S WITH LES S T H A N 5 ' - 0 " C O V E R T O F I N I S H E D G R A D E , O R 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 TO PLACIN G I N S U L A T I O N . 2.INSTALL IN 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 OVERLAP 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 CULVERT.3.INSULATIO 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.SAND MAY 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 OTHER SU 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 . R E C O R D D R A W I N G S 1 1 / 3 0 / 2 0 2 1 P I P E I N S U L A T I O N S C A L E : N T S 2 NOTES:1.RESTRAINT LENGTHS ASSUME MINIMUM 6.5' BURY DEPTH, WITH FULLY BEDDED PIPE IN POORLYGRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE.2.ASSUMES MEGALUG OR EQUIVALENT FITTINGS AND ALL BELL RESTRAINTS AS REQUIRED.3.ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEENFITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTSBETWEEN THOSE FITTINGS.4.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, COB MODIFICATIONS TO MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), OR MPWSS AS APPLICABLE. IF JOINT RESTRAINT IS NOTFEASIBLE, INSTALL THRUST BLOCKS PER SAME APPLICABLE STANDARDS.DUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTION PIPE DIAMETER ORFITTING TYPE8"OTHERTEE - STANDARD (ALL JOINTS WITHIN 8 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)2--8" X 6" TEE (ALL JOINTS WITHIN 6 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)--2HORIZONTAL 11.25 ELBOW (EACH SIDE OF BEND)2--HORIZONTAL 22.5 ELBOW (EACH SIDE OF BEND)4--HORIZONTAL 45 ELBOW (EACH SIDE OF BEND)7--HORIZONTAL 90 ELBOW (EACH SIDE OF BEND)16--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF UPPER BEND)4--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF LOWER BEND)2--VERTICAL 22.5 DEGREE OFFSET EACH SIDE OF UPPER BEND)7--VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF LOWER BEND)3--DEAD END (INCLUDING HYDRANT LEADS)32--DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTS 3VERIFY 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\DETAIL SHEETS\5659006_DETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A W A T E R A N D S E W E R D E T A I L S 5 6 5 9 . 0 0 6 4 6 D - 5 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF R E C O R D D R A W I N G S I N11°23'09"W154.61' L = 1 5 1 . 4 7 , R = 8 0 0 . 0 0 Δ = 1 0 ° 5 0 ' 5 4 " N 0 ° 4 1 ' 3 0 " W 1 9 6 . 2 6 ' N 0 ° 3 2 ' 1 5 " W 2 4 0 . 0 0 ' S11°23'09"E35.50'SD SD SD SD SD8W8W8W 3 4 . 0 ' 8 3 . 9 ' 4.00:1 4.00:1 4.00:1 P O N D B O T A R E A = 2 4 , 8 6 2 S F P O N D C R E S T A R E A = 3 5 , 0 3 0 S F 4 5 3 . 1 ' L = 1 9 7 . 6 6 , R = 9 7 0 . 0 0 Δ = 1 1 ° 4 0 ' 3 2 " C 3 9 1 2 S 1 2 S 1 2 S 12S12S12S12S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8 S 8 S SDSDSDSD S D S D S D S D SD S D 8 W 8 W 8W8W8W8W8W 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 8 W 1 0 . 0 ' P O N D B O T A R E A = 1 , 8 9 1 S F P O N D C R E S T A R E A = 4 , 8 3 0 S F 4 7 3 5 4 3 . 3 ' 7 3 . 9 ' 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\DETAIL SHEETS\5659006_STORMDETAILS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A S T O R M P O N D D E T A I L S 5 6 5 9 . 0 0 6 4 7 D - 6 L R H L R H M E E 7 / 0 9 / 2 0 2 1 2COB REVISION #2 (STREET & STORM)06/08/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 1 - N O R T H D E T E N T I O N P O N D P L A N V I E W S C A L E : 1 " = 3 0 ' 3 0 6 0 1 5 3 0 0 S C A L E I N F E E T R O S A W A Y ( F U T U R E ) P A R K ( F U T U R E ) PROPOSED 30" R C P F E S CONNECT TO 30" A - 2 0 0 0 P V C WITH MARMAC C O U P L E R INV = 4722.00INSTALL RIP RAP A T O U T F A L L F U T U R E S I D E W A L K ( T Y P ) F U T U R E S I D E W A L K ( T Y P ) 2 - S O U T H D E T E N T I O N P O N D P L A N V I E W S C A L E : 1 " = 2 0 ' R O S A W A Y P R O P O S E D 1 5 " R C P F E S C O N N E C T T O 1 5 " H P S T O R M W I T H M A R M A C C O U P L E R I N V = 4 7 3 2 . 1 0 I N S T A L L R I P R A P A T O U T F A L L S I D E W A L K ( T Y P ) BAXTER DITCH Z O N E 1 W A T E R C O U R S E S E T B A C K Z O N E 2 W A T E R C O U R S E S E T B A C K Z O N E 1 W A T E R C O U R S E S E T B A C K Z O N E 2 W A T E R C O U R S E S E T B A C K B A X T E R D I T C H I N S T A L L 1 0 ' W I D E 6 " T H I C K R E I N F O R C E D C O N C R E T E R A M P W I T H # 4 B A R @ 1 8 " O . C . C O N C R E T E S H A L L H A V E G R O O V E D F I N I S H W I T H 3 8 " D E E P B Y 3 8 " W I D E H O R I Z O N T A L G R O O V E S A T 2 " O . C . ( O R A P P R O V E D E Q U A L ) INSTALL 10' WIDE STORM PONDALL-WEATHER ACCESS ROAD TOPOND PER CROSS SECTIONSHOWN ON DETAIL 3 OF SHEET D-3(~123 LF) I N S T A L L 1 0 ' W I D E 6 " T H I C K R E I N F O R C E D C O N C R E T E R A M P W I T H # 4 B A R @ 1 8 " O . C . C O N C R E T E S H A L L H A V E G R O O V E D F I N I S H W I T H 3 8 " D E E P B Y 3 8 " W I D E H O R I Z O N T A L G R O O V E S A T 2 " O . C . ( O R A P P R O V E D E Q U A L ) INSTALL 10' WIDE 6" THICK R E I N F O R C E D CONCRETE SLAB WITH #4 B A R @ 1 8 " O . C G R O U N D W A T E R D E W A T E R I N G S Y S T E M ( S E E S H E E T D - 7 ) E A R T H E N O V E R F L O W W E I R E L E V A T I O N = 4 7 3 3 . 1 0 M I N . W I D T H = 2 0 F T M I N . C R E S T L E N G T H = 1 F T @ ± 2 % S L O P E S O U T H R E T E N T I O N P O N D M I N . P O N D V O L U M E = 3 , 9 1 8 C F S I D E S L O P E S = 4 : 1 M A X P O N D T O P = 4 7 3 4 . 1 0 1 0 - Y E A R W S E L = 4 7 3 3 . 1 0 P O N D B O T T O M = 4 7 3 1 . 6 0 N O R T H R E T E N T I O N P O N D M I N . P O N D V O L U M E = 4 1 , 7 3 2 C F S I D E S L O P E S = 4 : 1 M A X P O N D B O T T O M = 4 7 2 1 . 4 0 P O N D T O P = 4 7 2 3 . 9 0 1 0 - Y E A R W S E L = 4 7 2 2 . 9 0 E A R T H E N O V E R F L O W W E I R E L E V A T I O N = 4 7 2 2 . 9 0 M I N . W I D T H = 4 5 F T M I N . C R E S T L E N G T H = 1 F T @ ± 2 % S L O P E G R A D I N G L I M I T S ( T Y P . ) R I P R A P O V E R F L O W C H A N N E L R I P R A P O V E R F L O W C H A N N E L R E C O R D D R A W I N G S D D SD SD SD SD D D S D S D S D S D S D S D D SD SD SD SD D D S D D D D D SD S D S D SD SD SD SDSDSDSDSDSDSDDD D D D DDSDDD S D S D S D S D S D S D C11S79°02'27"W108.02'N13°58'38"W79.08' S 8 9 ° 2 7 ' 4 6 " W 1 7 5 . 0 2 ' C 3 7 S 7 8 ° 4 1 ' 3 4 " W 1 0 4 . 5 3 ' L49 C36 N0°32'15"W531.43' L=495.63,R=7455.17 Δ =3°48'33"S1°00'28"W 118.01' S 8 9 ° 2 7 ' 4 6 " W 4 8 6 . 9 2 ' S78°41'34"W547.89'N11°23'09"W154.61'L =151.47 ,R=8 00.00Δ=10°50'5 4"N0°41'30"W196.26'N0°32'15"W240.00'N13°58'38"W79.08'S11°23'09"E35.50'S78°41'34"W227.20'N4°52'57"E11.55'N11°20'10"W341.72'L35 L36 L37N13°19'15"W36.38'N28°26'25"W 126.71'S78°41'34"W259.71'L34L33L32L31L30L29L28S17°47'19"E49.05'C3S0°19'22"E131.69'S89°27'38"W 165.41'C2S0°19'22"E175.74'N89°30'02"E92.85'L26L27S0°30'04"E193.86'S89°30'02"W S11°23'09"E419.57'L=197.66,R =97 0.00Δ=11°40'3 2 "S0°30'35"E441.03'S89°30'04"W 263.62'N78°41'34"E447.36'S88°31'14"W 513.51'C39 N11°23'09"W369.97' S16°28'1 3 " E 467.48' C35 S89°29'56"W 505.77'N0°30'35"W440.63'C38 C34S0°02'56"W 515.88' S 8 9 ° 2 9 ' 5 6 " W 2 6 5 . 1 4 ' N 8 9 ° 2 7 ' 4 6 " E 2 6 4 . 8 6 ' 202.53' N 9 0 ° 0 0 ' 0 0 " W 2 5 6 . 2 6 ' 239.13'154.52'91.11' L 5 7 86.14'86.47' S 6 7 ° 0 7 ' 2 5 " W 1 7 1 . 5 3 ' 71.02' N0°00'00"E 228.57' N0°00'00"E 179.96' N 9 0 ° 0 0 ' 0 0 " E 1 6 0 . 0 3 ' N 8 8 ° 3 1 ' 1 4 " E 1 1 0 . 2 2 ' 148.06' N 9 0 ° 0 0 ' 0 0 " W 1 6 0 . 0 7 ' C44 C 4 5 L 6 0 65.41' S16°28'1 3 " E 461.51' L 6 1 C 4 7 S 8 9 ° 2 7 ' 4 6 " W 1 8 8 . 4 4 ' C48 C 5 4 N 7 1 ° 2 1 ' 0 8 " E 1 5 5 . 1 0 ' C 5 3 L65 C49 C50 N 1 8 ° 5 8 ' 2 2 " W 7 7 . 0 6 ' C57 S16°28'1 3 " E 461.51' C 5 1 N0°59'08"E 104.41' S 8 9 ° 5 7 ' 0 7 " E 1 4 9 . 4 9 ' S 8 9 ° 5 7 ' 0 7 " E 2 6 4 . 9 3 ' S0°02'56"W 284.14'C56 N 8 8 ° 5 9 ' 5 7 " W 9 3 . 5 3 ' N 9 0 ° 0 0 ' 0 0 " W 1 8 0 . 2 0 ' S0°00'00"E 134.38' N15°26'36 " W 164.99' N 9 0 ° 0 0 ' 0 0 " W 2 2 6 . 1 3 ' N 8 9 ° 2 7 ' 4 6 " E 2 0 6 . 7 6 ' S0°32'15"E 133.91' S18°58' 2 2 " E 77.06' L O T 1 2 . 6 2 a c s . N16°28'0 8 " W 322.99' N24 ° 3 7 ' 3 3 " E 44.5 9 'N0°32'14"W 115.05' 8 W 8 W 8 W 8 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8W8W8W8W8W8W8W8W8W8W8W8W8W 8W 8W 8W 8W 8W 8W 8 W 8 W 8 W R 7 9 6 6 . 6 1 ' 27+00. 0 0 28+00.00 29+00.00 30+00.00 31+00.00 32+00.00 33+00.00 34+00.00 35+00.00 36+00.00 37+00.00 38+00.00 39+00.00 40+00.00 41+00.00 42+00.00 43+00.00 44+00.00 45+00.00 P R C : 2 7 + 1 4 . 0 1 P R C : 2 8 + 9 1 . 0 7 P T : 3 1 + 9 0 . 3 0 P C : 4 1 + 0 8 . 2 0 26+50.00 27+50.00 28+50.00 29+50.00 30+50.00 31+50.00 32+50.00 33+50.00 34+50.00 35+50.00 36+50.00 37+50.00 38+50.00 39+50.00 40+50.00 41+50.00 42+50.00 43+50.00 44+50.00 45+50.00 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 1 2 S 8S 8 S 8 S 8 S 8S8S8S8S8S8S 12S 12S 12S 12S 12S12S12S12S12S12S12S 12S 12S 12S 12S12S 21S 21S 21S21S21S21S21S21S 8S8S8S8S ES ES ES ES ES ES I S I S SS S S S SS S WVWV W V W V W V W V W V WVWVWVWVWVWVWVWV WVWVWVWVWV W V W V W V W V W V EWEWEWEWEWEWE W ESESESESES E S E S D ES ES ES ES ES ES ES ES ES ES ES E W E W E W E W E W E W EW E E P W V C O C O C O C O ESDESDESD E S D E S D E S D E S D E S D E S D E S D D E S D 343.19 LF 12" @ 0.26%400.00 LF 12" @ 0.26%332.39 LF 12" @ 2.53%148.39 LF 12" @ 1.07%400.00 LF 12" @ 1.01%200.76 LF 12" @ 1.25%158.93 LF 12" @ 1.37%107.60 LF 12" @ 0.73% 360.00 LF 12" @ 0.65%176.57 LF 12" @ 1.93% 339.78 LF 15" @ 0.28%400.00 LF 12" @ 0.50%DW CO - 11N = 126456.61E = 364306.66RIM = 4721.89INV = 4718.27 D W C O - 1 2 N = 1 2 6 2 0 2 . 0 3 E = 3 6 4 6 1 5 . 2 0 R I M = 4 7 2 8 . 8 3 I N V = 4 7 2 0 . 2 7 DW CO - 01N = 126314.91E = 364065.41RIM = 4723.74INV = 4717.56DW CO - 02N = 125922.78E = 364144.38RIM = 4728.17INV = 4718.59DW CO - 03N = 125596.93E = 364210.00RIM = 4733.19INV = 4727.00DW CO - 04N = 125448.90E = 364220.41RIM = 4735.47INV = 4728.59DW CO - 05N = 125048.92E = 364223.91RIM = 4737.64INV = 4732.62 DW MH - 01INSTALL NEW 48" ØFLAT TOP STORM DRAIN MH WITHEJIW 3771 / 3772 SERIES FRAME & COVEROR D&L A-1172 FRAME & A-1178 COVERCOVER RIM = 4719.7412" HP STORM INV IN (S) = 4716.6712" HP STORM INV IN (SE) = 4716.6715" HP STORM INV OUT (W) = 4716.47SUMP = 4716.47 DW FE - 01N = 126746.68E = 363734.45INV = 4715.50DW CO - 13N = 125817.60E = 364725.71RIM = 4733.05INV = 4724.28 D W C O - 1 4 N = 1 2 5 6 6 5 . 1 9 E = 3 6 4 7 7 0 . 7 7 R I M = 4 7 3 4 . 2 2 I N V = 4 7 2 6 . 4 5 DW CO - 1 5 N = 12555 9 . 4 2 E = 36479 0 . 5 3 RIM = 473 5 . 1 2 INV = 472 7 . 2 3 DW CO - 16N = 125199.42E = 364790.22RIM = 4738.53INV = 4729.58DW CO - 1 7 N = 125022. 8 6 E = 364790. 0 8 RIM = 4740. 7 9 INV = 4732. 9 8 316.57 LF 12" @ 0.50% D W C O 1 2 . 5 N = 1 2 6 0 0 9 . 0 9 E = 3 6 4 6 7 0 . 6 6 R I M = 4 7 3 1 . 8 2 I N V = 4 7 2 2 . 7 8 199.24 L F 1 2 " @ 0 . 7 5 % 1 1 2 " M I N U S W A S H E D R O C K T O P S O I L W R A P W A S H E D R O C K ( T Y P ) G E O T E X T I L E S E P A R A T O R F A B R I C ( M I R A F I R S 3 8 0 i O R A P P R O V E D E Q U A L ) C O M P A C T E D N A T I V E B A C K F I L L 9 5 % ( M I N ) O F M A X 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 A V E L S ( T Y P ) 4 ' E X I S T I N G O V E R B U R D E N S O I L ( T Y P ) C O N T E C H A - 2 0 0 0 P E R F O R A T E D P I P E O R E Q U A L P I P E S I Z E P E R P L A N 4 ' 5 . 0 ' ROW P R O P O S E D S I D E W A L K 2 ' O V E R L A P D E T E C T A B L E U N D E R G R O U N D W A R N I N G T A P E - C A U T I O N B U R I E D P I P E L I N E B Y S E T O N O R E Q U A L I N S T A L L 1 ' A B O V E D R A I N N O T E : 1 ) F O R C L E A N O U T S P A C I N G S E E P L A N V I E W 2 ) D E W A T E R I N G D R A I N M U S T B E L O C A T E D W I T H I N N A T I V E G R A V E L S E X C E P T W H E R E N E C E S S A R Y F O R U T I L I T Y C R O S S I N G S O R T O M A I N T A I N C O N S T A N T G R A D E B E T W E E N C L E A N O U T S . 1 0 ' D E W A T E R I N G E A S E M E N T 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\DETAIL SHEETS\5659006_DEWATERINGSYSTEM.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A G R O U N D W A T E R D E W A T E R I N G S Y S T E M P L A N 5 6 5 9 . 0 0 6 4 8 D - 7 L R H L R H M E E 7 / 0 9 / 2 0 2 1 1MINOR SYSTEM ADJUSTMENTS FOR CONFLICTS AND DEPTH REQ.6/28/2021LRH2RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 LRH2RECORD DRAWINGS 100200501000SCALE IN FEET R E C O R D D R A W I N G S 1 1 / 3 0 / 2 0 2 1 COTTONWOOD ROAD (FUTURE) H A R V E S T P A R K W A Y ROSA WAY WELLSPRING DRIV E TWIN LAKES AVENUE D A Y S P R I N G D R I V E BAXTER DITCH 1 - T Y P I C A L D E W A T E R I N G D R A I N D E T A I L S C A L E : N T S N O T E S 1 . D E W A T E R I N G D R A I N T I L E S H A L L B E L O C A T E D V E R T I C A L L Y I N T H E E X I S T I N G G R A V E L S E C T I O N S T O A C H I E V E D R A W D O W N . 2 . A M I N I M U M S E P A R A T I O N D I S T A N C E O F 6 " S H O U L D B E M A I N T A I N E D F R O M A L L W A T E R , S E W E R , S T O R M , A N D O T H E R D R Y U T I L I T I E S . 3 . P I P E S H A L L B E L A I D I N S T R A I G H T L I N E S A N D C O N S T A N T G R A D E S B E T W E E N C L E A N O U T S . 4 . T H E M I N I M U M G R A D E S P E C I F I E D S H A L L B E M A I N T A I N E D F O R E A C H P I P E S E C T I O N . . PHASE 1 TEMPOR A R Y DISCHARGE PIPIN G . D E P T H REQUIREMENTS, G E O T E X T I L E , AND WASHED RO C K N O T REQUIRED (TYP.)INSTALL RCP FLARED ENDAND RIP RAP OUTLFALLPROTECTION WITHGEOTEXTILE PER COBREQUIREMENTSPROPOSED STORM PONDPROPOSED STORM POND 2 - T Y P I C A L C L E A N O U T D E T A I L S C A L E : N T S PHASE 1 TEMPORARYDISCHARGE PIPING. DEPTHREQUIREMENTS, GEOTEXTILE,AND WASHED ROCK NOTREQUIRED (TYP.) W . O A K S T R E E T MAINTAIN 2 FT MINIMUMCOVER OVER DRAIN PIPE41'1 1 R E C O R D D R A W I N G S S S W V W V W V W V WV W V W V W V W V EWEWEWEWEWEWEWEW E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W E W ESESESESESESESESES E S E S E S E S E S E S E S E S E S E S E S E S E S E S E S E S E S E S D E S D E S D E S D E S D E S D E S D E S D E S D E S D E S D E S D E S E S E W E W SD SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D S D S D D SDSDSDSDSDSDSDD -0+50 0+00 0 + 5 0 1+00 13+0013+50 1 4 + 0 0 1 4 + 5 0 1 5 + 0 0 1 5 + 5 0 S T A 1 + 0 0 . 0 0 P C 4 0 . 2 0 T B C 1 5 . 5 0 ' L T S T A 1 + 0 0 . 0 0 40 . 2 0 T B C 1 5 . 5 0 ' R T S T A 0 + 6 7 . 5 0 4 0 . 8 0 T B C 1 5 . 5 0 ' L T S T A 0 + 6 7 . 5 0 4 0 . 7 4 T B C 1 5 . 5 0 ' R T S T A 1 4 + 4 9 . 4 8 P C 4 0 . 8 5 T B C 4 6 . 0 0 ' L T 8 . 2 5 ' 9 . 2 5 ' 5 . 0 0 ' 1 0 . 0 0 ' 5 . 0 0 ' 1 0 . 0 0 ' 6 . 0 0 ' 7 . 0 0 ' S T A 1 4 + 4 2 . 9 8 4 0 . 6 6 R B 4 6 . 6 5 ' L T S T A 1 4 + 4 7 . 9 8 4 0 . 7 1 R B 4 5 . 3 2 ' L T S T A 0 + 6 1 . 5 0 4 0 . 4 8 R B 1 4 . 7 5 ' R T S T A 0 + 6 1 . 5 0 4 0 . 4 6 R B 1 4 . 7 5 ' L T S T A 0 + 6 1 . 0 0 P C 4 0 . 5 6 T B C 1 5 . 5 0 ' L T S T A 0 + 6 1 . 0 0 P C 4 0 . 4 9 T B C 1 5 . 5 0 ' R T S T A 0 + 4 8 . 7 7 4 1 . 1 2 T B C 2 1 . 8 2 ' L T S T A 1 4 + 5 2 . 1 1 4 1 . 0 9 T B C 4 6 . 0 0 ' L T S T A 1 4 + 4 0 . 6 5 4 0 . 9 1 T B C 4 8 . 9 2 ' L T S T A 0 + 5 1 . 4 9 4 0 . 6 0 T B C 1 8 . 8 9 ' R T R 1 5 . 0 0 ' R 1 5 . 0 0 ' 4 7 4 2 8.69 % 4 . 7 6 % 2.15% S T A 1 3 + 8 8 . 4 8 P C 4 1 . 3 8 T B C 4 6 . 0 0 ' L T S T A 1 4 + 0 1 . 0 4 4 0 . 6 0 R B 5 1 . 5 0 ' L T M STA 0 + 5 6 . 5 0 40.74 CL STA 13+37.79 PC42.51TBC 14.00' LT S T A 1 3 + 8 2 . 6 1 P C 4 2 . 7 1 T B C 5 . 6 9 ' L T STA 13+81. 1 8 P C 4 3 . 2 1 TBC 2.05' RTSTA 13+53.77 PC43.31TBC 2.05' RT STA 13+26.51 PI42.51TBC 14.01' LTSTA 1 3 + 8 4 . 9 6 H P 4 2 . 9 4 TBC 0.6 5 ' L T S T A 1 5 + 0 1 . 3 3 P C 4 2 . 2 2 T B C 1 4 . 0 8 ' R T S T A 1 4 + 5 6 . 4 0 P C 4 2 . 5 3 T B C 5 . 7 3 ' R T S T A 1 4 + 5 4 . 0 7 H P 4 2 . 5 9 T B C 0 . 6 7 ' R T S T A 1 4 + 5 7 . 8 4 P C 4 2 . 4 8 T B C 2 . 0 0 ' L T S T A 1 5 + 1 7 . 8 4 P I 4 2 . 1 5 T B C 2 . 0 0 ' L T R 4 . 0 0 ' R 1 2 5 . 0 0 ' R 4 . 0 0 ' R125.00' S T A 1 + 0 0 . 0 0 4 0 . 2 4 C L STA 13+26.35 PI41.45 TBC 46.00' LTVERIFY 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - W . O A K S T R E E T & R O S A W A Y 5 6 5 9 . 0 0 6 4 9 D - 8 C P K C P K M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 1 0 2 0 5 1 0 0 S C A L E I N F E E T W. OAK STREET ROSA WAY T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T 1 - W . O A K S T R E E T & R O S A W A Y S C A L E : 1 " = 1 0 ' REMOVE EXISTING PED R A M P AND LAYDOWN C U R B . REPLACE WITH FULL-HE I G H T STANDARD CATCH C U R B S P I L L C U R B ( T Y P . ) N O T F U L L H E I G H T R E C O R D D R A W I N G S D Y H S S W V W V W V WVWV W V W V W V W V W V EWEWEWEWEWEWEWEW E W E W E W ESESESESESESESESES E S E S E S E S E S E S E S D E S D E W E W E S E S E W E W E W E W E W E W E W E W E W E W E W E W E W E W EW EW EW EW D SD SD SD SD SD SD SD SD S D S D S D S D S D S D S D S D S D S D S D S D S D S D -0+50 0+00 0+50 1+00 18+5019+00 2 0 + 0 0 2 0 + 5 0 2 1 + 0 0 S T A 0 + 6 7 . 6 9 41. 2 6 TB C 1 9 . 5 0 ' R T S T A 0 + 6 7 . 3 1 4 1 . 0 6 T B C 1 9 . 5 0 ' L T S T A 0 + 6 0 . 6 7 P C 4 0 . 8 6 T B C 1 9 . 5 0 ' L T S T A 0 + 6 1 . 3 2 4 0 . 8 4 R B 1 8 . 7 5 ' L T S T A 0 + 6 1 . 6 8 4 1 . 0 8 R B 1 8 . 7 5 ' R T S T A 0 + 6 1 . 3 3 P C 4 1 . 0 9 T B C 1 9 . 5 0 ' R T S T A 0 + 5 1 . 7 1 4 1 . 2 8 R B 2 2 . 0 3 ' R T S T A 0 + 5 1 . 2 9 4 0 . 9 8 R B 2 1 . 8 5 ' L T S T A 1 9 + 6 0 . 6 1 4 1 . 4 4 T B C 4 7 . 9 4 ' L T S T A 2 0 + 1 4 . 6 1 4 1 . 4 5 R B 4 7 . 2 2 ' L T S T A 2 0 + 1 9 . 5 9 4 1 . 5 2 R B 4 5 . 4 7 ' L T S T A 2 0 + 2 2 . 2 4 P C 4 1 . 8 1 T B C 4 6 . 0 0 ' L T S T A 2 0 + 2 3 . 7 2 4 1 . 9 6 T B C 4 6 . 0 0 ' L T R 1 5 . 0 0 ' R 1 5 . 0 0 ' 1 0 . 0 0 ' 8 . 2 5 ' 6 . 0 2 ' 5 . 0 0 ' 1 0 . 0 0 ' 5 . 0 0 ' 9 . 9 0 ' 4 7 4 2 4 7 4 2 . 5 0 4 7 4 1 . 5 0 S T A 1 9 + 5 3 . 2 3 P C 4 1 . 5 4 T B C 4 6 . 0 0 ' L T R125' R 4 . 0 0 ' R 4 . 0 0 ' R 1 2 5 . 0 0 ' S T A 1 9 + 4 7 . 7 5 P C 4 3 . 0 4 T B C 2 . 0 0 ' R T S T A 1 9 + 4 9 . 1 8 P C 4 2 . 8 5 T B C 5 . 7 3 ' L T STA 19+04.48 PC42.30TBC 14.00' LTSTA 18+47.75 PC42.64 TBC 2.00' RT S T A 1 9 + 5 1 . 5 2 H P 4 3 . 1 4 T B C 0 . 6 6 ' L T S T A 2 0 + 2 5 . 3 1 P C 4 3 . 4 2 T B C 5 . 7 4 ' R T S T A 2 0 + 2 6 . 7 3 P C 4 3 . 3 9 T B C 2 . 0 0 ' L T S T A 2 0 + 6 9 . 6 6 P C 4 3 . 5 5 T B C 1 3 . 8 6 ' R T S T A 2 0 + 2 2 . 9 6 H P 4 3 . 4 4 T B C 0 . 6 7 ' R T S T A 2 0 + 8 6 . 7 3 P C 4 3 . 7 6 T B C 2 . 0 0 ' L T S T A 0 + 4 9 . 7 0 4 1 . 5 7 T B C 2 5 . 0 3 ' R T 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - W . O A K S T R E E T & T W I N L A K E S 5 6 5 9 . 0 0 6 5 0 D - 9 M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 1 0 2 0 5 1 0 0 S C A L E I N F E E T W. OAK STREET TWIN LAKES AVENUE T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T 1 - W . O A K S T R E E T & T W I N L A K E S S C A L E : 1 " = 1 0 ' R E M O V E E X I S T I N G P E D R A M P A N D L A Y D O W N C U R B . R E P L A C E W I T H F U L L - H E I G H T S T A N D A R D C A T C H C U R B SPILL CURB (TYP.) N O T F U L L H E I G H T R E C O R D D R A W I N G S S11°23'09"E35.50'12+50 13+00 1 3 + 5 0 1 4 + 0 0 1 4 + 5 0 1 5 + 0 0 S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SD D SD SD SD S D S D S D S D S D SD SD SDSDSDSD S D SD SD SD SD SD SD SD SD SD SD SD D SD 1 0 + 5 0 11+00 11+50 12+00STA 10+68. 9 5 2 8 . 2 0 RB 14.75' LT STA 10+73.9528.13RB 15.07' LT STA 11+83.7627.05RB 14.75' LTSTA 11+78.7627.13RB 15.08' LT S T A 1 0 + 6 8 . 9 5 2 8 . 1 5 R B 1 4 . 7 5 ' R T S T A 1 0 + 7 3 . 9 5 2 8 . 0 5 R B 1 4 . 9 1 ' R T STA 11+78.7627.11RB 14.93' RT STA 11+83.7627.05RB 14.75' RT S T A 1 3 + 7 1 . 0 2 2 7 . 6 6 R B 2 1 . 1 1 ' R T S T A 1 3 + 7 6 . 0 2 2 7 . 6 9 R B 2 0 . 7 5 ' R T STA 13+71 . 1 1 27.64 RB 21.00' LT STA 13+76.11 27.69RB 20.75' LT STA 12+72.7927.28RB 18.63' RTSTA 12+78.7927.36RB 19.22' RT STA 12+72.7927.27RB 18.75' LTSTA 12+78.7927.33RB 19.20' LTSTA 12+66.8227.69TBC 19.50' RT STA 12+63.8227.69TBC 19.50' LTSTA 12+63.9027.69TBC 19.50' RT STA 12+66.8227.69 TBC 19.50' LT STA 13+82. 0 2 28.17 TBC 21.50' RT S T A 1 3 + 8 2 . 0 2 2 8 . 1 7 T B C 2 1 . 5 0 ' L T S T A 1 3 + 6 5 . 0 1 2 8 . 0 7 T B C 2 3 . 3 2 ' R T STA 1 3 + 6 5 . 1 1 28.01 TBC 2 3 . 3 0 ' L T STA 12+83.9927.90TBC 21.19' RT STA 12+83.9927.83 TBC 21.17' LT STA 11+72.7627.68 TBC 17.14' LTSTA 10+79.8128.48TBC 17.08' LTSTA 10+62 . 9 5 2 8 . 7 1 TBC 15.50' L T S T A 1 0 + 6 2 . 9 5 2 8 . 7 1 T B C 1 5 . 5 0 ' R T S T A 1 0 + 7 9 . 9 5 2 8 . 3 7 T B C 1 6 . 7 9 ' R T STA 11+72.7627.63TBC 16.84' RT STA 1 1 + 8 9 . 7 6 2 7 . 4 4 TB C 1 5 . 5 0 ' R T STA 11+89.7627.44 TBC 15.50' LT 6.00'7.50'6.50'6.00'7.50' 5 . 0 0 ' 8 . 0 0 ' 5 . 0 0 ' 8.50' 5 . 0 0 ' STA 11+83.76 PC27.50 TBC 15.50' LTSTA 11+45.98 PC 27.72 TBC 53.33' LT ST A 1 1 + 8 2 . 2 9 P C 2 7 . 5 2 T B C 1 5 . 5 0 ' R T S T A 1 3 + 7 6 . 1 1 P C 2 8 . 1 4 T B C 2 1 . 5 0 ' L T R37.77' R 3 4 . 4 5 ' R 3 4 . 2 0 ' R38.03' R 1 5 . 0 0 ' S T A 1 3 + 7 6 . 0 2 P C 2 8 . 1 4 T B C 2 1 . 5 0 ' R T STA 12+72.79 PC27.72 TBC 19.50' RTSTA 10+68.95 PC28.65TBC 15.50' LT S T A 1 0 + 7 0 . 6 4 P C 2 8 . 5 7 T B C 1 5 . 5 0 ' R T 7.50'5.00'6.00'5.93'6.00' 5 . 0 0 ' 5 . 0 0 ' 8 . 0 0 ' 8 . 5 0 ' R19.00' 4 7 2 8 4 7 2 8 4727.5047284727.504728.50 4 7 2 8 4 7 2 6 4:1 4:16:1 2 . 8 5 % 1 . 5 8 % R12.50'R29.55' S T A 1 0 + 9 6 . 1 8 L P 2 7 . 9 8 T B C 2 6 . 9 5 ' R T STA 12+98.64 HP27.99 TBC 29.63' LT R23.27'STA 13+07.2428.60TBC 0.00' S T A 1 3 + 4 5 . 2 4 2 8 . 8 1 T B C 0 . 0 0 ' STA 1 1 + 0 7 . 4 1 28 . 9 2 TB C 0 . 0 0 ' STA 11+45.4128.50TBC 0.00'12.00' 1 6 . 8 6 ' S T A 1 4 + 1 2 . 6 9 2 8 . 5 4 C L S T A 1 4 + 4 7 . 2 1 2 8 . 8 1 C R O W N 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - R O S A W A Y & H A R V E S T P A R K W A Y 5 6 5 9 . 0 0 6 5 1 D - 1 0 C P K C P K M E E 7 / 0 9 / 2 0 2 1 2COB REVISION #206/10/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 1 0 2 0 5 1 0 0 S C A L E I N F E E T H A R V E S T P A R K W A Y R O S A W A Y T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T 1 2 K E Y N O T E S 6 " T H I C K C O N C R E T E P A D F O R S S M H A C C E S S T R A N S I T I O N C R O W N F R O M C E N T E R L I N E T O 3 F T R I G H T O F C E N T E R L I N E P E R T Y P I C A L D E T A I L 1 2 LANDSCAPING,BY OTHERSSTANDARD COBSPILL CURB D R O P C U R B F O R D R I V E W A Y R E C O R D D R A W I N G S T P C 3 7 S 7 8 ° 4 1 ' 3 4 " W 1 0 4 . 5 3 ' L49 L 6 1 C 4 7 17+50 1 8 + 0 0 1 8 + 5 0 1 9 + 0 0 1 9 + 5 0 S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D D SD SD SD SD SD SD S D S D S D S D S D S D S D S D SD SD SD SD D SD SD SD SDD S D S D S D S D R 6 0 . 0 0 ' R 4 0 . 0 0 ' 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 8.00'5.00' R 2 0 . 0 0 ' R 2 0 . 0 0 ' R 2 0 . 0 0 ' R40.00' R 6 0 . 0 0 ' R 4 0 . 0 0 ' R 6 0 . 0 0 ' R 4 0 . 0 0 ' R 6 0 . 0 0 ' STA 17+82.71 PC29.28TBC 21.50' RT S T A 1 8 + 0 3 . 7 7 P C 2 9 . 6 8 T B C 1 7 . 6 8 ' R T STA 17+82.71 PC29.14TBC 21.50' LTSTA 18+ 0 2 . 7 1 P C 2 9 . 5 1 TBC 16. 5 0 ' L T S T A 1 8 + 9 4 . 4 8 P C 2 9 . 6 4 T B C 1 6 . 5 0 ' R T ST A 1 9 + 1 3 . 8 5 P C 29. 3 5 TB C 2 1 . 5 0 ' R T S T A 1 9 + 4 8 . 6 1 P C 2 9 . 2 1 T B C 2 1 . 5 0 ' R T S T A 1 9 + 4 8 . 6 1 P C 29. 0 3 TB C 2 1 . 5 0 ' L T STA 19+10.47 P C 29.19TBC 21.50' LT STA 18+ 8 5 . 1 0 P C 29.66 TBC 15.8 8 ' L T S T A 1 2 + 7 9 . 6 6 P C 2 9 . 5 6 T B C 1 2 . 8 8 ' L T S T A 1 2 + 9 7 . 2 2 P C 2 9 . 1 8 T B C 1 5 . 5 0 ' L T S T A 1 1 + 8 0 . 6 2 P C 3 0 . 7 7 T B C 1 9 . 5 0 ' L T S T A 1 1 + 9 3 . 5 2 P C 3 0 . 6 8 T B C 1 7 . 3 6 ' L T S T A 1 1 + 7 0 . 4 2 P C 3 0 . 8 4 T B C 1 9 . 5 0 ' R T S T A 1 1 + 9 2 . 2 8 P C 3 0 . 7 0 T B C 1 5 . 3 7 ' R T S T A 1 2 + 7 4 . 7 6 P C 2 9 . 6 4 T B C 1 3 . 1 7 ' R T S T A 1 2 + 8 8 . 2 2 P C 29 . 3 1 T B C 1 5 . 5 0 ' R T ST A 1 8 + 1 6 . 9 1 29.5 0 RB 1 6 . 0 1 ' R T S T A 1 8 + 2 2 . 0 9 29 . 6 0 R B 1 7 . 7 9 ' R T S T A 1 8 + 7 6 . 0 7 2 9 . 5 6 R B 1 5 . 1 8 ' R T S T A 1 8 + 8 0 . 9 5 2 9 . 4 7 R B 1 3 . 6 1 ' R T STA 1 8 + 7 3 . 4 8 29.39 RB 13.4 9 ' L T STA 18 + 7 8 . 5 2 29.34 RB 13.33' L T S T A 1 8 + 1 4 . 2 6 2 9 . 3 1 R B 1 3 . 3 3 ' L T S T A 1 8 + 1 9 . 1 8 2 9 . 3 5 R B 1 4 . 3 9 ' L T S T A 1 2 + 0 0 . 9 4 3 0 . 1 2 R B 1 3 . 3 0 ' R T S T A 1 2 + 0 5 . 8 8 3 0 . 0 3 R B 1 4 . 2 3 ' R T ST A 1 2 + 6 5 . 3 7 29. 3 5 RB 1 1 . 4 2 ' R T S T A 1 2 + 7 0 . 3 9 2 9 . 2 9 R B 1 1 . 3 9 ' R T S T A 1 2 + 6 7 . 5 1 2 9 . 3 3 R B 1 2 . 2 3 ' L T S T A 1 2 + 7 2 . 4 4 2 9 . 2 8 R B 1 1 . 3 0 ' L T S T A 1 2 + 0 8 . 8 1 3 0 . 0 0 R B 1 6 . 7 8 ' L T S T A 1 2 + 0 3 . 5 4 3 0 . 0 3 R B 1 5 . 5 3 ' L T S T A 1 8 + 8 7 . 0 2 2 9 . 8 0 T B C 1 4 . 1 2 ' R T S T A 1 8 + 8 4 . 3 4 2 9 . 6 8 T B C 1 5 . 5 4 ' L T STA 1 8 + 6 7 . 2 0 29.91 TBC 16 . 3 7 ' L T S T A 1 8 + 7 0 . 4 9 3 0 . 2 0 T B C 2 0 . 0 3 ' R T S T A 1 2 + 1 2 . 5 0 3 0 . 2 8 T B C 1 8 . 7 4 ' R T ST A 1 2 + 5 9 . 1 0 29. 8 9 TB C 1 4 . 1 0 ' R T S T A 1 1 + 9 5 . 8 2 3 0 . 6 5 T B C 1 4 . 3 5 ' R T ST A 1 2 + 7 8 . 5 8 29. 5 9 TB C 1 2 . 5 8 ' L T S T A 1 2 + 6 1 . 8 2 2 9 . 8 4 T B C 1 5 . 9 9 ' L T S T A 1 1 + 9 7 . 6 3 3 0 . 6 0 T B C 1 6 . 3 7 ' L T S T A 1 2 + 1 4 . 0 6 3 0 . 2 5 T B C 2 0 . 2 4 ' L T S T A 1 8 + 2 4 . 8 5 2 9 . 8 7 T B C 1 8 . 3 5 ' L T S T A 1 8 + 2 7 . 1 2 3 0 . 1 8 T B C 2 2 . 0 2 ' R T ST A 1 8 + 0 8 . 1 3 29.6 6 TB C 1 4 . 4 6 ' L T S T A 1 8 + 1 1 . 0 2 2 9 . 8 3 T B C 1 6 . 2 3 ' R T S T A 1 2 + 7 6 . 2 1 2 9 . 6 0 T B C 1 3 . 6 5 ' R T ST A 1 2 + 9 7 . 2 2 29. 1 8 TB C 1 5 . 5 0 ' R T 7 . 6 2 ' 5 . 0 0 ' 9 . 4 5 ' 5 . 0 0 ' 1 1 . 8 5 ' 5 . 0 0 ' 1 2 . 6 6 ' 1 1 . 6 0 ' 7 . 6 2 ' 5 . 0 0 ' 5 . 0 0 ' 8 . 0 0 ' 5 . 0 0 ' 5 . 0 0 ' 8 . 8 5 ' 1 3 . 0 5 ' 1 0 . 7 8 ' 5 . 0 0 ' 1 3 . 0 0 ' 5.00'8.00' 1 0 . 4 5 ' 5 . 0 0 ' 5 . 0 0 ' 7 . 5 0 ' 5 . 0 0 ' 9 . 1 1 ' 7 . 5 0 ' 5 . 0 0 ' 5 . 0 0 ' 5 . 0 0 ' 2 8 . 1 3 ' 2 4 . 2 6 ' 2 8 . 4 9 ' 3 0 . 5 8 ' 4 7 2 8 4 7 2 6 4 7 3 0 4 7 3 0 . 5 0 4 7 2 9 . 5 0 4728 47264:1 4 : 1 4:1 2. 5 9 % S T A 1 8 + 7 7 . 2 1 2 9 . 6 4 C L S T A 1 9 + 4 4 . 9 2 2 9 . 3 1 C R O W N STA 17+65.2129.31CROWN STA 17+65.21 LP29.01TBC 21.50' LTSTA 17+65.21 LP29.19TBC 21.50' RT STA 1 9 + 4 4 . 9 2 L P 29.1 9 TBC 2 1 . 4 8 ' R T STA 1 9 + 4 4 . 9 2 L P 29.01 TBC 2 1 . 5 2 ' L T S T A 1 8 + 4 7 . 5 9 3 0 . 0 6 C L S T A 1 2 + 9 7 . 2 2 2 9 . 2 2 C L 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - H A R V E S T P A R K W A Y & T W I N L A K E S A V E N U E 5 6 5 9 . 0 0 6 5 2 D - 1 1 C P K C P K M E E 7 / 0 9 / 2 0 2 1 1WATER VALVE CURB CONFLICT09/15/2021CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 1 0 2 0 5 1 0 0 S C A L E I N F E E T H A R V E S T P A R K W A Y T W I N L A K E S A V E N U E T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T E N D C O N S T R U C T I O N R E C O R D D R A W I N G S TP S 8 9 ° 2 7 ' 4 6 " W 4 8 6 . 9 2 ' 23+0023+50 2 4 + 0 0 2 4 + 5 0 SD SD D SD SD SD SDSD S D SDSDSDSDSDSDSDSDSDSD S D R20.00'R60.00'R40.00'R20.00'28.00'14+00 14+50 15+00 2 8 . 0 0 ' R 2 0 . 0 0 ' R 6 0 . 0 0 ' R 2 0 . 0 0 ' R 4 0 . 0 0 ' STA 14+18.10 PC31.32TBC 15.50' LT S T A 1 4 + 1 8 . 1 0 P C 3 1 . 6 6 T B C 1 5 . 5 0 ' R T STA 23+28.01 PC 31.26 TBC 15.90' RT STA 23+26.83 PC31.07TBC 16.50' LTSTA 23+36.51 PC 31.19TBC 14.00' LTSTA 23+36.51 PC31.00TBC 14.00' RT S T A 2 4 + 0 7 . 5 1 P C 3 1 . 8 6 T B C 1 4 . 0 0 ' L T STA 24+0 7 . 5 1 P C 31.65 TBC 14.00' R T S T A 2 4 + 1 5 . 9 6 P C 3 1 . 9 2 T B C 1 5 . 8 8 ' L T S T A 2 4 + 1 7 . 1 9 P C 3 2 . 1 3 T B C 1 6 . 5 0 ' R T S T A 2 4 + 3 6 . 5 6 P C 3 2 . 2 9 T B C 2 1 . 5 0 ' R T S T A 2 4 + 4 1 . 3 3 P C 3 1 . 8 5 T B C 2 1 . 5 0 ' L T S T A 2 4 + 1 0 . 0 1 3 1 . 6 3 R B 1 3 . 4 0 ' R T S T A 2 4 + 1 0 . 0 1 3 1 . 4 3 R B 1 3 . 4 0 ' L T STA 23+39.0130.77 RB 13.25' LTSTA 23+39.0130.96RB 13.40' RT STA 23+34.0130.71RB 13.40' LTSTA 23+34.0130.91 RB 13.40' RT S T A 2 4 + 0 5 . 0 1 3 1 . 5 8 R B 1 3 . 4 0 ' R T S T A 2 4 + 0 5 . 0 1 31 . 3 9 R B 1 3 . 2 5 ' L T S T A 1 4 + 2 2 . 6 0 3 1 . 6 1 R B 1 5 . 2 4 ' R T S T A 1 4 + 1 7 . 6 0 3 1 . 5 8 R B 1 4 . 7 5 ' R T STA 14+22.6031.25RB 15.24' LTSTA 14+17.6031.25RB 14.75' LT S T A 2 3 + 9 9 . 0 1 3 1 . 7 8 T B C 1 4 . 0 0 ' L T S T A 2 3 + 9 9 . 0 1 3 1 . 9 6 T B C 1 5 . 9 0 ' R T STA 23+28.0131.08TBC 15.90' LT STA 23+45.0131.27TBC 14.00' LTSTA 23+45.0131.47TBC 15.90' RT ST A 2 4 + 1 6 . 0 1 31.9 2 TBC 1 5 . 9 0 ' L T S T A 2 4 + 1 6 . 0 1 3 2 . 1 2 T B C 1 5 . 9 0 ' R T STA 14+11.6031.79TBC 15.50' LT S T A 1 4 + 1 1 . 6 0 3 2 . 0 6 T B C 1 5 . 5 0 ' R T S T A 1 4 + 2 8 . 6 0 3 1 . 9 8 T B C 1 8 . 4 8 ' R T 5 . 0 0 ' 5 . 0 0 ' 8 . 0 0 ' 5 . 0 0 ' 8 . 0 0 ' 1 3 . 0 0 ' 8 . 0 5 ' 1 3 . 0 0 ' 5 . 0 0 ' 5 . 0 0 ' 8 . 1 0 ' 1 6 . 2 6 ' 5.00'8.65'5.00'12.45'5.00'8.10'5.00'6.75'16.50'76.00' 8 . 2 5 ' 4:1 4:1 1 . 6 0 % 0.93% 6 . 9 9 ' E W 71.02' 2 5 + 5 0 2 6 + 0 0 2 6 + 5 0 S T A 2 6 + 3 3 . 3 9 ? ? ? T B C 2 1 . 5 0 ' L T ST A 2 6 + 3 2 . 2 4 33.1 4 TB C 2 1 . 5 0 ' R T 8 . 0 0 ' 5 . 0 0 ' 1 3 . 0 0 ' 4:1 S T A 2 5 + 5 0 . 0 0 H P 3 3 . 5 5 T B C 2 1 . 5 0 ' R T S T A 2 5 + 5 0 . 0 0 H P 3 3 . 2 5 T B C 2 1 . 5 0 ' L T 2.30%3.03% S T A 2 6 + 3 2 . 8 2 ? ? ? C L 0 . 5 0 % 0 . 7 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - H . P . & D . S . A V E , H . P . & C . W . R D 5 6 5 9 . 0 0 6 5 3 D - 1 2 C P K C P K M E E 7 / 0 9 / 2 0 2 1 1UPDATED PEDESTRIAN RAMPS09-13-2021CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 HARVEST PARKWAY T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T DAYSPRING AVENUE1-HARVEST PARKWAY & DAY S P R I N G A V E N U E ( F U T U R E ) S C A L E : 1 " = 1 0 ' 2 - H A R V E S T P A R K W A Y & C O T T O N W O O D R O A D ( F U T U R E ) S C A L E : 1 " = 1 0 ' 1 0 2 0 5 1 0 0 S C A L E I N F E E T H A R V E S T P A R K W A Y COTTONWOOD ROAD (FUTURE) F U T U R E S I D E W A L K A N D O T H E R I M P R O V E M E N T S T O B E P E R F O R M E D I N F U T U R E U N D E R S E P A R A T E C O N T R A C T ( S H O W N F O R R E F E R E N C E ) E N D C O N S T R U C T I O N END CONST R U C T I O N 6 . 0 0 ' 6.00'UPDATED PEDESTRIAN RAMPS TOMATCH FUTURE SIDEWALK LOCATIONS.1 R E C O R D D R A W I N G S C39 SD SDSDSDSD6+50 7+000+50 1+00STA 6+26.25 PC33.77TBC 15.50' RT STA 6+95.38 PC32.59TBC 15.50' RTSTA 6+29.1733.72TBC 15.73' RT STA 6+34.4033.18 RB 16.51' RT STA 6+39.0433.11 RB 19.44' RT 8.50'7.49'9.06'8.25'8.50'5.00'R20.00'R20.00'6.00' WIDEVALLEY GUTTER STA 7+07.38 PC32.39TBC 15.50' LT1.49%1.97%6.69%STA 0+92.1533.45TBC 15.75' RT STA 0+88.2333.08 TBC 15.50' LTSTA 0+86.29 PC32.92TBC 15.50' LTSTA 0+95.31 PC33.46TBC 15.50' RTSTA 0+82.1432.95 RB 19.46' RT STA 0+86.8533.12 RB 16.55' RT STA 0+77.5032.53RB 16.70' LTSTA 0+82.8432.62RB 15.04' LT STA 0+72.9032.87TBC 20.64' LTSTA 0+80.4933.26 TBC 22.07' RT C35 C34 N 8 8 ° 3 1 ' 1 4 " E 1 1 0 . 2 2 ' C57 C56 SD SD SD SD SD SD D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D 6+50 7 + 0 0 7 + 5 0 5 + 5 0 6 + 0 0 6 + 5 0 7 + 0 0 S T A 6 + 1 9 . 7 6 P C 3 4 . 9 3 T B C 1 6 . 5 8 ' L T S T A 6 + 1 2 . 4 7 P C 3 4 . 9 6 T B C 1 9 . 5 0 ' R T S T A 6 + 2 7 . 9 7 P C 3 4 . 8 6 T B C 1 5 . 8 8 ' R T S T A 7 + 1 1 . 8 8 3 3 . 8 6 T B C 1 5 . 5 0 ' R T S T A 7 + 3 4 . 7 3 P C ? ? ? T B C 1 9 . 5 0 ' R T S T A 7 + 4 4 . 6 6 P C 3 3 . 5 6 T B C 1 9 . 5 0 ' L T S T A 7 + 2 3 . 5 3 P C 3 3 . 6 6 T B C 1 6 . 1 2 ' L T S T A 6 + 3 2 . 3 5 P C 3 4 . 8 3 T B C 1 3 . 4 0 ' L T S T A 6 + 4 9 . 7 5 34 . 6 2 TB C 1 4 . 3 1 ' L T S T A 7 + 1 8 . 4 0 3 3 . 4 8 T B C 1 4 . 4 2 ' L T S T A 7 + 1 2 . 7 1 P C 3 3 . 8 5 T B C 1 5 . 8 8 ' R T S T A 6 + 9 5 . 7 1 3 4 . 0 8 T B C 1 6 . 3 0 ' R T S T A 6 + 3 8 . 3 7 3 4 . 2 8 R B 1 3 . 3 9 ' R T S T A 6 + 4 3 . 2 4 3 4 . 2 1 R B 1 4 . 6 4 ' R T S T A 7 + 0 1 . 3 7 3 3 . 5 5 R B 1 3 . 4 5 ' R T S T A 7 + 0 6 . 3 4 3 3 . 4 9 R B 1 3 . 3 3 ' R T S T A 6 + 3 8 . 4 9 3 4 . 3 4 R B 1 2 . 8 8 ' L T S T A 7 + 0 7 . 4 0 3 3 . 5 3 R B 1 5 . 7 8 ' L T S T A 7 + 1 2 . 3 5 3 3 . 4 7 R B 1 4 . 3 9 ' L T S T A 7 + 4 4 . 6 6 3 3 . 5 6 T B C 1 9 . 5 0 ' R T S T A 6 + 0 6 . 0 6 3 5 . 0 0 T B C 1 9 . 5 0 ' L T S T A 6 + 4 8 . 1 9 3 4 . 5 7 T B C 1 8 . 5 4 ' R T S T A 7 + 0 2 . 2 9 3 4 . 0 7 T B C 1 9 . 6 5 ' L T 5 . 0 0 ' 1 3 . 4 2 ' 1 1 . 6 2 ' 5 . 0 0 ' 8 . 5 7 ' 7 . 5 0 ' 5 . 0 0 ' 5 . 0 0 ' 1 2 . 7 3 ' 5 . 1 0 ' 1 3 . 2 0 ' 7 . 5 0 ' 5 . 0 0 ' 1 0 . 5 0 ' 7 . 5 0 ' 5 . 0 0 ' 6 . 8 2 ' 6 . 0 0 ' W I D E V A L L E Y G U T T E R 6 . 0 0 ' W I D E V A L L E Y G U T T E R R 4 0 . 0 0 ' R 4 0 . 0 0 ' R 2 0 . 0 0 ' R 2 0 . 0 0 ' 5 . 0 0 ' 1 5 . 0 8 ' 8 . 6 8 ' 1 1 . 5 1 ' 5 . 1 0 ' 1 2 . 0 0 ' 1 2 . 0 0 ' S T A 6 + 4 3 . 6 2 34 . 2 7 R B 1 3 . 2 4 ' L T 7 . 5 0 ' 5 . 0 0 ' 2 8 . 6 1 ' 5 . 3 5 ' 3 . 6 4 ' 18.04%16.34% 25.02% 4.2 4 % 4 7 3 4 4 7 3 4 . 5 0 S T A 1 9 + 7 5 . 2 1 P C 3 4 . 4 7 T B C 6 4 5 . 0 7 ' L T S T A 6 + 6 6 . 0 4 P C 34. 5 8 TB C 4 9 . 7 6 ' L T ST A 6 + 9 7 . 4 7 34. 4 4 TB C 4 5 . 1 1 ' L T S T A 6 + 8 6 . 5 1 P C 3 4 . 4 1 T B C 3 9 . 2 2 ' R T R 3 5 . 0 0 ' R 3 5 . 0 0 ' R 3 5 . 0 0 ' 1.17% 1.19% 8 . 5 0 ' STA 6+57.51 34.51TBC 21.37' RT STA 6+ 7 3 . 2 7 34.63 TBC 16.1 1 ' R T S T A 7 + 2 5 . 0 0 3 4 . 9 6 T B C 2 1 . 5 0 ' R T S T A 7 + 2 5 . 0 0 3 4 . 9 6 T B C 2 1 . 5 0 ' L T S T A 6 + 6 8 . 5 0 3 4 . 4 0 T B C 1 7 . 4 9 ' L T STA 6+79.86 PC 34.68TBC 18.00' RT S T A 5 + 7 3 . 3 1 P C 3 4 . 5 5 T B C 1 5 . 5 0 ' L T S T A 5 + 9 8 . 2 1 3 3 . 8 3 R B 1 2 . 9 6 ' L T S T A 6 + 0 2 . 8 3 3 3 . 7 6 R B 1 5 . 3 0 ' L T S T A 6 + 0 1 . 8 7 3 4 . 1 1 R B 1 1 . 7 7 ' R T S T A 6 + 0 6 . 9 9 3 4 . 0 2 R B 1 2 . 2 0 ' R T S T A 6 + 5 7 . 7 4 3 3 . 8 2 R B 1 5 . 4 9 ' L T S T A 6 + 6 2 . 8 3 3 3 . 8 8 R B 1 5 . 3 4 ' L T S T A 6 + 1 2 . 6 7 3 4 . 4 4 T B C 1 5 . 1 8 ' R T S T A 6 + 0 7 . 0 1 3 4 . 1 2 T B C 2 0 . 2 1 ' L T S T A 6 + 5 1 . 9 0 3 4 . 1 9 T B C 1 8 . 1 5 ' L T STA 5+50.00 34.77TBC 15.50' LTSTA 5+50.00 34.77TBC 15.50' RT S T A 5 + 9 6 . 1 2 34. 5 3 TB C 1 3 . 6 2 ' R T STA 6+62.36 34.10RB 17.20' RT STA 6+ 6 7 . 2 2 34.14 RB 15.62 ' R T S T A 6 + 9 5 . 1 2 P C 3 4 . 7 7 T B C 2 1 . 5 0 ' R T S T A 6 + 8 4 . 8 9 P C 3 4 . 5 6 T B C 2 1 . 5 0 ' L T 2 4 . 9 2 ' R 2 0 . 0 0 ' R 2 0 . 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - W . S . D R & R O S A W A Y , W . S . D R & T . L . A V E 5 6 5 9 . 0 0 6 5 4 D - 1 3 C P K C P K M E E 7 / 0 9 / 2 0 2 1 2COB REVISION #206/10/2021CPK RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 2RECORD DRAWINGS RECORD DRAWINGS 11/30/2021 1 0 2 0 5 1 0 0 S C A L E I N F E E T ROSA WAYWELLSPRING D R I V E W E L L S P R I N G D R I V E TWIN LAKES AVENUE T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T 1 0 2 0 5 10 0 S C A L E I N F E E T 1-ROSA WAY AND WELLSPRING DRIVESCALE: 1" = 10' 2 - T W I N L A K E S A V E N U E A N D W E L L S P R I N G D R I V E S C A L E : 1 " = 1 0 ' 5.00'7.50'6.00'5.00'8.52'8.50'5.00' 7 . 7 8 ' 1 3 . 7 6 ' 1 0 . 0 0 ' 9 . 9 1 ' NOT FULL HEIGHTRECORDDRAWINGS T P C44 N71°21'08"E155.10' C 5 3 N 1 8 ° 5 8 ' 2 2 " W 7 7 . 0 6 ' C 5 1 S18°58' 2 2 " E 77.06' D D S D S D S D SD SD SD SD SD S D SD S D S D S D S D S D S D S D S D S D SD SD SD SD SD SD SDSD 9 + 0 0 9 + 5 0 1 0 + 0 0 1 0 + 5 0 10+00 1 0 + 5 0 1 1 + 0 0 1 1 + 5 0 R 6 0 . 0 0 ' R 4 0 . 0 0 ' R 4 0 . 0 0 ' R 6 0 . 0 0 ' R 2 0 . 0 0 ' R 2 0 . 0 0 ' R 2 0 . 0 0 ' R 2 0 . 0 0 ' 7 . 0 0 ' 1 2 . 0 0 ' 1 2 . 2 4 ' 8 . 0 3 ' 5 . 6 3 ' 8 . 0 8 ' 1 3 . 2 8 ' 8 . 9 1 ' 1 2 . 0 0 ' 7 . 5 3 ' 6 . 6 6 ' 1 0 . 5 2 ' 1 2 . 0 0 ' 1 5 . 2 2 ' 1 2 . 0 0 ' 1 2 . 0 0 ' 1 2 . 0 0 ' 8 . 1 0 ' 1 0 . 6 6 ' 1 2 . 5 7 ' 2 8 . 0 6 ' 2 9 . 0 4 ' S T A 9 + 3 8 . 9 4 3 5 . 3 7 R B 1 9 . 2 8 ' L T S T A 9 + 2 6 . 3 7 3 5 . 5 9 R B 1 4 . 7 9 ' L T S T A 9 + 9 4 . 5 9 3 4 . 8 8 R B 1 4 . 7 9 ' L T S T A 9 + 8 2 . 8 3 3 4 . 9 5 H P + R B 1 9 . 3 9 ' L T S T A 9 + 9 1 . 7 0 3 5 . 3 5 R B 1 4 . 7 5 ' R T S T A 9 + 7 9 . 2 6 3 5 . 5 9 R B 1 7 . 0 9 ' R T S T A 9 + 3 6 . 2 8 3 5 . 9 7 R B 2 0 . 6 2 ' R T S T A 9 + 2 5 . 2 9 3 5 . 8 7 R B 1 4 . 9 2 ' R T S T A 9 + 8 8 . 8 4 P C 35 . 8 5 T B C 1 5 . 5 0 ' R T S T A 9 + 2 2 . 7 9 P C 3 6 . 3 1 T B C 1 5 . 5 0 ' R T S T A 9 + 2 5 . 0 2 P C 3 6 . 0 5 T B C 1 5 . 5 0 ' L T ST A 9 + 9 5 . 9 1 P C 35. 3 3 TB C 1 5 . 5 0 ' L T ST A 1 0 + 0 0 . 6 0 35. 2 8 TB C 1 5 . 5 0 ' L T STA 9 + 1 9 . 4 6 36.12 TBC 15 . 5 0 ' L T S T A 9 + 1 9 . 4 6 3 6 . 3 3 T B C 1 5 . 5 0 ' R T S T A 9 + 9 7 . 7 1 3 5 . 6 9 T B C 1 5 . 5 0 ' R T S T A 9 + 7 1 . 8 8 3 6 . 2 5 T B C 2 4 . 9 1 ' R T 4 7 3 4 . 5 0 4735.00 1 . 4 0 % 6 . 0 0 ' W I D E V A L L E Y G U T T E R S T A 1 0 + 4 9 . 7 6 35 . 1 0 R B 1 3 . 3 9 ' R T S T A 1 1 + 2 4 . 8 1 3 6 . 1 8 R B 1 3 . 2 6 ' R T S T A 1 1 + 1 9 . 7 1 3 6 . 0 2 R B 1 4 . 4 3 ' L T S T A 1 0 + 4 9 . 5 9 3 5 . 0 4 R B 1 3 . 4 2 ' L T STA 10+44.74 35.02RB 13.52' LT S T A 1 0 + 4 4 . 6 1 3 5 . 1 6 R B 1 3 . 4 0 ' R T S T A 1 1 + 1 9 . 6 7 3 6 . 0 7 R B 1 3 . 9 4 ' R T ST A 1 1 + 1 5 . 0 0 35. 9 8 RB 1 3 . 3 0 ' L T S T A 1 0 + 3 8 . 0 8 P C 3 5 . 3 8 T B C 1 6 . 5 3 ' L T S T A 1 0 + 3 8 . 5 8 P C 3 5 . 4 0 T B C 1 5 . 8 8 ' R T S T A 1 1 + 3 6 . 2 2 P C 3 6 . 6 1 T B C 1 6 . 7 6 ' R T S T A 1 1 + 2 0 . 5 0 P C 3 6 . 4 8 T B C 1 5 . 5 7 ' L T ST A 1 0 + 3 8 . 7 5 35. 3 9 TB C 1 6 . 1 8 ' L T ST A 1 1 + 0 8 . 9 5 36. 3 1 TB C 1 4 . 4 5 ' L T STA 1 1 + 2 5 . 0 7 36.51 TBC 17. 4 6 ' L T S T A 1 0 + 5 6 . 0 4 35 . 6 5 TB C 1 5 . 7 8 ' R T S T A 1 0 + 5 5 . 2 6 3 5 . 4 5 T B C 1 5 . 8 3 ' L T STA 10+13 . 2 3 P C 35. 1 1 TBC 21. 5 0 ' R T STA 10+18.78 PC35.10TBC 21.50' LT S T A 1 1 + 4 7 . 4 0 P C 3 6 . 6 3 T B C 2 1 . 5 0 ' L T S T A 1 1 + 5 5 . 0 9 P C 3 6 . 6 9 T B C 2 1 . 5 0 ' R T STA 9+97.49 LP34.94TBC 21.50' RT STA 9+97.49 LP34.94 TBC 21.50' LT S T A 1 1 + 6 6 . 1 5 H P 3 6 . 7 4 T B C 2 1 . 5 0 ' R T S T A 1 1 + 6 6 . 1 9 H P 3 6 . 6 3 T B C 2 1 . 5 0 ' L T S T A 1 1 + 1 4 . 0 6 3 6 . 4 7 T B C 1 7 . 0 0 ' R T S T A 1 0 + 6 0 . 2 4 35 . 7 3 T B C 1 8 . 1 0 ' R T 5 . 0 0 ' 7 . 0 0 ' 5 . 0 0 ' 1 7 . 4 6 ' 1 2 . 8 2 ' 7 . 0 0 ' S T A 1 1 + 3 1 . 1 3 3 6 . 5 7 T B C 1 4 . 7 4 ' R T 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - W E L L S P R I N G D R I V E & D A Y S P R I N G A V E N U E 5 6 5 9 . 0 0 6 5 5 D - 1 4 C P K C P K M E E 7 / 0 9 / 2 0 2 1 1UPDATED PEDESTRIAM RAMPS09/13/2021CPK M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 1 0 2 0 5 1 0 0 S C A L E I N F E E T WELLSPRING DRIVE D A Y S P R I N G A V E N U E T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T D A Y S P R I N G A V E N U E ( F U T U R E ) U P D A T E D P E D E S T R I A N R A M P S T O M A T C H F U T U R E S I D E W A L K L O C A T I O N S . 1 R E C O R D D R A W I N G S N 8 8 ° 5 9 ' 5 7 " W 9 3 . 5 3 ' 1 1 + 5 0 1 2 + 0 0 1 2 + 5 0 1 3 + 0 0 R 4 0 . 0 0 ' 1 2 . 0 0 ' 1 2 . 0 0 ' 1 . 8 2 % 0 . 7 1 % 1 . 0 3 % S T A 1 1 + 3 6 . 2 2 P C 3 6 . 6 1 T B C 1 6 . 7 6 ' R T S T A 1 1 + 4 7 . 4 0 P C 3 6 . 6 3 T B C 2 1 . 5 0 ' L T S T A 1 1 + 5 5 . 0 9 P C 3 6 . 6 9 T B C 2 1 . 5 0 ' R T S T A 1 2 + 6 4 . 1 9 3 5 . 7 3 T B C 2 1 . 5 0 ' L T S T A 1 2 + 6 4 . 2 0 3 6 . 0 5 T B C 2 1 . 5 0 ' R T S T A 1 1 + 6 6 . 1 5 H P 3 6 . 7 4 T B C 2 1 . 5 0 ' R T S T A 1 1 + 6 6 . 1 9 H P 3 6 . 6 3 T B C 2 1 . 5 0 ' L T S T A 1 2 + 6 4 . 2 0 3 5 . 5 2 C L 3 6 . 5 7 SD SD SD SD SD SD SD SD SD SD SD0+000+502+50 3+006.00' WIDEVALLEY GUTTER S T A 0 + 6 0 . 6 6 3 8 . 2 1 TB C 1 5 . 5 0 ' L T ST A 0 + 6 0 . 6 6 3 8 . 4 2 T B C 1 5 . 5 0 ' R T STA 0+43.1938.40TBC 21.46' RT STA 0+44.3038.08TBC 20.15' LTSTA 0+52.6637.71 RB 14.95' LTSTA 0+52.6637.92RB 14.95' RTSTA 0+47.6637.90RB 16.65' RT STA 0+47.6637.67RB 16.65' LT5.00'5.00'STA 0+41.1637.63FL 5.00'5.00'8.55'8.55'R15.00'R15.00'STA 0+41.1637.86FL 4 7 3 8 4738.50 4737.50 2 - W E L L S P R I N G D R I V E & C O T T O N W O O D R O A D ( F U T U R E ) S C A L E : 1 " = 1 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 2 1 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:\5659\006_NWX_PHASE1DESIGN\ACAD\SHEETS\CIVIL\RECORD\CIVIL\ROADS\5659006_INTERSECTIONS.DWG PLOTTED BY:CODY FARLEY ON Dec/06/2021 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 O R T H W E S T C R O S S I N G S U B D I V I S I O N - P H A S E 1 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 B O Z E M A N M O N T A N A I N T E R S E C T I O N D E T A I L S - T . L . A V E & D . S . A V E A N D W . S D R & C . W . R D 5 6 5 9 . 0 0 6 5 6 D - 1 5 L R H C P K M E E 7 / 0 9 / 2 0 2 1 1RECORD DRAWINGS12/01/2021CJF M A T T H E W E . E K S T R O M 1 0 8 5 3 P E 0 5 / 0 4 / 2 0 2 1 CJF RECORD DRAWINGS 11/30/2021 TWIN LAKES AVENUE D A Y S P R I N G A V E N U E ( F U T U R E ) W E L L S P R I N G D R I V E T B C = T O P B A C K C U R B P C = P O I N T O F C U R V A T U R E R B = B O T T O M O F P E D E S T R I A N R A M P A T F L O W L I N E L P = L O W P O I N T H P = H I G H P O I N T COTTONWOOD ROAD (FUTURE) 1-TWIN LAKES & DAYSPRING AVENUESCALE: 1" = 10' 1 0 2 0 5 1 0 0 S C A L E I N F E E T F U T U R E S I D E W A L K T O B E I N S T A L L E D B Y O T H E R S I N S E P A R A T E P R O J E C T E N D O F A S P H A L T T E M P O R A R Y R E T E N T I O N P O N D M I N V O L U M E = 6 4 2 C F T O P E L E V = 4 7 3 4 . 7 1 B O T T O M E L E V = 4 7 3 2 . 2 1 W E I R E L E V = 4 7 3 3 . 7 1 S I D E S L O P E S = 4 : 1 ( M A X ) T E M P O R A R Y S W A L E T O R E T E N T I O N P O N D E N D C O N S T R U C T I O N RECORDDRAWINGS