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Lakes @ Valley West Subdivision Phase 5B Close Out Record Drawings
LOT 2 LOT 3 LOT 4 LOT 5 LOT 10 LOT 9 LOT 8 LOT 7LOT 6 LOT 13 LOT 14 LOT 15 LOT 16 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 11 LOT 17 LOT 18 LOT 29LOT 30LOT 31LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 LOT 44 LOT 45 LOT 46 LOT 47 LOT 48 LOT 49 LOT 56LOT 57 LOT 50 LOT 51 LOT 52 LOT 53LOT 54LOT 55 OPEN SPACE E OP E N S P A C E D OPEN SPACE C OP E N S P A C E B OP E N S P A C E A OPEN SPACE F W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 N G N G N G N G N G N G N G ES ES ES ES ES ES ES ES ES ES E S ES O O O O O O O O O O O O O O O O O O O O O B P B P B P B P B P B P B P P P P P P S S HHHH HH HH HH HHHHHHHH HH HH HH HH HH HH HH HH HH HH HH 4735 4740 4745 4750 4755 4760 4765 4770 4775 4735 4740 4745 4750 4755 4760 4765 4770 4775 FG - EG - 4 7 5 7 . 3 1 0+00 FG - EG - 4 7 5 7 . 4 7 0+50 FG - 4 7 5 9 . 7 4 EG - 4 7 5 7 . 8 9 1+00 FG - 4 7 5 9 . 4 9 EG - 4 7 5 7 . 4 7 1+50 FG - 4 7 5 9 . 2 4 EG - 4 7 5 7 . 3 8 2+00 FG - 4 7 5 8 . 9 9 EG - 4 7 5 7 . 3 2 2+50 FG - 4 7 5 8 . 7 4 EG - 4 7 5 7 . 8 4 3+00 FG - 4 7 5 8 . 4 9 EG - 4 7 6 0 . 8 6 3+50 FG - 4 7 5 8 . 6 5 EG - 4 7 6 3 . 3 1 4+00 FG - 4 7 5 9 . 4 0 EG - 4 7 6 3 . 4 6 4+50 FG - 4 7 6 0 . 1 0 EG - 4 7 5 8 . 0 8 5+00 FG - 4 7 5 9 . 2 6 EG - 4 7 5 7 . 7 2 5+50 FG - 4 7 5 8 . 8 0 EG - 4 7 5 8 . 2 0 6+00 FG - 4 7 5 9 . 0 5 EG - 4 7 5 8 . 8 6 6+50 FG - 4 7 5 9 . 3 0 EG - 4 7 5 8 . 9 2 7+00 FG - 4 7 5 9 . 5 5 EG - 4 7 5 9 . 2 5 7+50 FG - 4 7 5 9 . 8 0 EG - 4 7 5 9 . 9 5 8+00 FG - 4 7 6 0 . 0 5 EG - 4 7 5 9 . 6 6 8+50 FG - 4 7 6 0 . 3 0 EG - 4 7 6 0 . 5 5 9+00 FG - 4 7 6 0 . 5 5 EG - 4 7 5 9 . 5 9 9+50 FG - 4 7 6 1 . 1 1 EG - 4 7 5 9 . 9 1 10+00 FG - 4 7 6 1 . 4 7 EG - 4 7 6 0 . 7 7 10+50 FG - 4 7 6 1 . 7 2 EG - 4 7 6 1 . 1 8 11+00 FG - 4 7 6 1 . 9 7 EG - 4 7 6 1 . 2 5 11+50 FG - 4 7 6 2 . 2 2 EG - 4 7 6 0 . 0 4 12+00 FG - 4 7 6 2 . 4 7 EG - 4 7 6 1 . 8 4 12+50 FG - 4 7 6 2 . 3 5 EG - 4 7 6 1 . 1 4 13+00 FG - 4 7 6 1 . 9 2 EG - 4 7 6 0 . 2 1 13+50 FG - 4 7 6 1 . 1 3 EG - 4 7 6 1 . 3 2 14+00 FG - 4 7 6 1 . 3 0 EG - 4 7 6 1 . 4 1 14+50 1.25%0.50% -1.85% -0.50%0.50%1.50%-1.50%-0.50% 0.50% 0.50%-0.50%-1.00% 3.00% ST A = 1 + 0 0 . 0 0 EL E V = 4 7 5 9 . 7 4 ST A = 3 + 5 8 . 8 7 EL E V = 4 7 5 8 . 4 5 ST A = 4 + 0 0 . 0 0 EL E V = 4 7 5 8 . 6 5 ST A = 4 + 8 4 . 2 2 EL E V = 4 7 5 9 . 9 2 ST A = 5 + 0 6 . 2 2 EL E V = 4 7 5 9 . 9 2 ST A = 5 + 7 5 . 0 0 EL E V = 4 7 5 8 . 8 8 ST A = 5 + 9 6 . 0 0 EL E V = 4 7 5 8 . 7 8 ST A = 8 + 7 0 . 6 2 EL E V = 4 7 6 0 . 1 5 ST A = 9 + 5 8 . 0 0 EL E V = 4 7 6 0 . 5 9 ST A = 1 0 + 1 4 . 5 0 EL E V = 4 7 6 1 . 3 0 ST A = 1 2 + 6 2 . 5 6 EL E V = 4 7 6 2 . 5 4 ST A = 1 3 + 1 5 . 0 0 EL E V = 4 7 6 2 . 2 7 ST A = 1 3 + 6 5 . 0 0 EL E V = 4 7 6 1 . 7 8 ST A = 1 4 + 0 7 . 8 3 EL E V = 4 7 6 0 . 9 8 ST A = 1 4 + 3 7 . 1 5 EL E V = 4 7 6 1 . 6 8 VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\R-X.DWG PLOTTED BY:COOPER KRAUSE ON Mar/05/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 ROAD IMPROVEMENTS 5352.009 MONTANA VAUGHN DRIVE STA 0+00 TO 14+50 R-2 CPK CPK JRN 03/2018 BOZEMAN VAUGHN DRIVE HE R S T A L W A Y LEIDEN LANE- B VAHL WAY- B LE I D E N L A N E - A LE I D E N L A N E - C VA H L W A Y - A JAMES R. NICKELSON 9063 02/2019 EX I S T I N G E L E V . A T C L FI N I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT VAUGHN DRIVE 60' ROW 31' TBC-TBC MA T C H L I N E SH E E T R - 3 PROPERTY LINE (TYP.) WE S T G A T E A V E N U E STA 1+10.50 BEGIN CONSTRUCTION ST A 1 + 1 0 . 5 0 PR O P E R T Y L I N E BE G I N C O N S T R U C T I O N UTILITY CONDUIT (TYP.) 1 D-2 VAUGHN / HERSTAL INTERSECTION VAUGHN / WESTGATE AND VAUGHN / LEIDEN-A INTERSECTION VAUGHN / LEIDEN-C INTERSECTION VAUGHN / VAHL WAY-A INTERSECTION 1 D-1 2 D-6 1 D-5 3 D-6 1 D-7 TYPICAL TRAIL SECTION 4 D-1 TYPICAL TRAIL SECTION 4 D-1TRANSITION TRANSITION A B 11.50' BLVD 8.50' BLVD PROPOSED POWER AND COMMUNICATIONS UTILITIES (TYP.) ST A 2 + 3 8 . 9 7 =H E R S T A L W A Y C L - S T A 0 + 4 0 . 0 4 EL E V = 4 7 5 9 . 0 5 ST A 4 + 9 5 . 2 2 =W E S T G A T E A V E C L - S T A 1 + 4 0 . 0 4 EL E V = 4 7 6 0 . 2 5 ST A 6 + 2 9 . 3 5 =L E I D E N L A N E - A C L - S T A 0 + 4 0 . 0 4 EL E V = 4 7 5 8 . 9 4 ST A 8 + 7 0 . 6 2 =L E I D E N L A N E - C C L - S T A 0 + 4 0 . 0 0 EL E V = 4 7 6 0 . 1 5 ST A 1 1 + 0 7 . 6 2 =V A H L W A Y - A C L - S T A 0 + 4 0 . 0 0 EL E V = 4 7 6 1 . 7 6 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 ST A 1 4 + 3 7 . 1 5 =L A U R E L C L S T A 1 + 4 0 . 4 1 EL E V : 4 7 6 1 . 6 8 MA T C H L I N E SH E E T R - 3 LAUREL PARKWAY / VAUGHN DRIVE INTERSECTION1 D-3 INSTALL SIDEWALK ALONG ALL OPEN SPACE FRONTAGE (TYP.) 6" PVC IRRIGATION CONDUIT (TYP.) RECORD DRAWING CONDUIT NOT INSTALLED (A.B.) CONDUIT NOT INSTALLED (A.B.) 4740 4745 4750 4755 4760 4765 4770 4775 4740 4745 4750 4755 4760 4765 4770 4775 FG - EG - 4 7 5 8 . 0 6 0+00 FG - 4 7 5 8 . 7 5 EG - 4 7 5 7 . 2 0 0+50 FG - 4 7 5 8 . 9 1 EG - 4 7 6 3 . 2 4 1+00 FG - 4 7 5 8 . 7 1 EG - 4 7 6 1 . 7 2 1+50 FG - 4 7 5 7 . 8 7 EG - 4 7 6 1 . 9 1 2+00 FG - 4 7 5 6 . 9 1 EG - 4 7 6 0 . 7 1 2+50 FG - 4 7 5 5 . 9 6 EG - 4 7 5 4 . 1 6 3+00 FG - 4 7 5 5 . 1 1 EG - 4 7 5 4 . 2 3 3+50 FG - 4 7 5 4 . 8 1 EG - 4 7 5 6 . 0 7 4+00 FG - EG - 4 7 6 2 . 1 1 4+50 FG - EG - 4 7 6 2 . 4 3 4+66 VPI STA=3+50.16 VPI ELEV=4755.01 K=32.00 LVC=50.31' LP STA= 3+75.31 LP ELEV= 4754.92 VP C S T A = 3 + 2 5 . 0 0 VP C E L E V = 4 7 5 5 . 4 9 VP T S T A = 3 + 7 5 . 3 1 VP T E L E V = 4 7 5 4 . 9 2 VPI STA=1+31.15 VPI ELEV=4759.18 K=35.00 LVC=92.94' HP STA= 1+10.93 HP ELEV= 4758.93 VP C S T A = 0 + 8 4 . 6 8 VP C E L E V = 4 7 5 8 . 8 3 VP T S T A = 1 + 7 7 . 6 2 VP T E L E V = 4 7 5 8 . 2 9 -1.33% -1.91% 0.75% ST A = 0 + 4 0 . 0 4 EL E V = 4 7 5 9 . 0 5 ST A = 0 + 5 9 . 5 4 EL E V = 4 7 5 8 . 6 4 ST A = 4 + 3 3 . 2 7 EL E V = 4 7 5 4 . 3 7 4735 4740 4745 4750 4755 4760 4765 4770 4735 4740 4745 4750 4755 4760 4765 4770 FG - 4 7 6 0 . 4 5 EG - 4 7 5 9 . 4 2 0+00 FG - 4 7 6 0 . 8 1 EG - 4 7 5 9 . 2 1 0+50 FG - 4 7 6 0 . 7 0 EG - 4 7 5 8 . 8 1 1+00 FG - 4 7 6 0 . 1 1 EG - 4 7 5 8 . 1 5 1+50 FG - 4 7 5 9 . 0 6 EG - 4 7 5 9 . 1 4 2+00 FG - 4 7 5 7 . 8 3 EG - 4 7 5 7 . 5 2 2+50 FG - 4 7 5 6 . 6 1 EG - 4 7 5 5 . 8 2 3+00 FG - 4 7 5 5 . 3 8 EG - 4 7 5 4 . 8 7 3+50 FG - 4 7 5 4 . 1 6 EG - 4 7 5 3 . 8 9 4+00 FG - 4 7 5 3 . 1 8 EG - 4 7 5 4 . 2 3 4+50 FG - 4 7 5 2 . 4 3 EG - 4 7 5 4 . 4 8 5+00 FG - EG - 4 7 5 4 . 5 5 5+50 FG - EG - 4 7 5 4 . 4 5 5+71 VPI STA=1+01.54 VPI ELEV=4761.47 K=52.73 LVC=182.09' HP STA= 0+63.39 HP ELEV= 4760.82 VP C S T A = 0 + 1 0 . 4 9 VP C E L E V = 4 7 6 0 . 5 6 VP T S T A = 1 + 9 2 . 5 8 VP T E L E V = 4 7 5 9 . 2 4 -1.50% -2.45% ST A = 4 + 2 4 . 0 0 EL E V = 4 7 5 3 . 5 7 ST A = 5 + 0 0 . 0 0 EL E V = 4 7 5 2 . 4 3 VPI STA=1+01.54 VPI ELEV=4761.47 K=52.73 LVC=182.09' HP STA= 0+63.39 HP ELEV= 4760.82 VP C S T A = 0 + 1 0 . 4 9 VP C E L E V = 4 7 6 0 . 5 6 VP T S T A = 1 + 9 2 . 5 8 VP T E L E V = 4 7 5 9 . 2 4 -1.50% -2.45% ST A = 4 + 2 4 . 0 0 EL E V = 4 7 5 3 . 5 7 ST A = 5 + 0 0 . 0 0 EL E V = 4 7 5 2 . 4 3 L O T 1 L O T 2 L O T 3 L O T 4 L O T 5 L O T 1 2 L O T 1 0 L O T 9 L O T 8 L O T 7 L O T 6 L O T 1 3 L O T 1 4 L O T 1 5 L O T 1 6 L O T 1 1 L O T 1 7 L O T 1 8 OPEN SPACE B OPEN SPACE A W W W W W W W W W W W W W W W W W W B O 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S S S S 15 S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 4 + 6 6 O O O O O O O O O O O S S W W W W W W W W 8 S 8 S 8 S S S S H H H H H H H H H H H H STA 0+40.04 L O T 1 3 L O T 1 4 L O T 1 5 L O T 1 6 L O T 2 4 L O T 2 3 L O T 2 2 L O T 2 1 L O T 2 0 L O T 1 9 L O T 1 7 L O T 1 8 L O T 3 2 L O T 3 3 L O T 2 5 OPEN SPACE B O P E N S P A C E F W W W W W W W W W W W W W W W W W W W W W W W W W W W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8 S S S S S 15SD 15SD 15SD 15SD 15SD 15SD 1 5 S D 1 5 S D 18 S D 15 S D 15 S D 15 S D 15 S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 5 + 7 1 O O O O O S W W W W W W W W 8 S 8 S 8 S 8 S S S S S H H H H H H H H H H H H VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\R-X.DWG PLOTTED BY:COOPER KRAUSE ON Mar/05/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 ROAD IMPROVEMENTS 5352.009 MONTANA HERSTAL WAY & WESTGATE AVENUE STA 0+00 TO 4+00 & STA 0+00 TO 5+50 R-4 CPK CPK JRN 03/2018 BOZEMAN 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 V A U G H N D R I V E HERSTAL WAY JAMES R. NICKELSON 9063 02/2019 EX I S T I N G E L E V . A T C L FI N I S H E D G R A D E E L E V . A T C L WESTGATE AVENUE 60' ROW 31' TBC-TBC 1 D-1 V A U G H N D R I V E WESTGATE AVENUE EXISTING ASPHALT AND CONCRETE TO BE REMOVED. LEIDEN LANE - A STA 4+24.00 MATCH EXISTING EXIS T I N G P H A S E 4 EXIST I N G P H A S E 4 ST A 1 + 0 0 PR O P E R T Y L I N E BE G I N C O N S T R U C T I O N ST A 4 + 2 4 . 0 0 MA T C H E X I S T I N G VAUGHN / HERSTAL INTERSECTION 2 D-6 HERSTAL AT EXISTING PHASE 4 INTERSECTION 1 D-6 VAUGHN / WESTGATE AND LEIDEN-A INTERSECTION 1 D-5 ST A 1 + 4 0 . 0 4 =V A U G H N C L - S T A 4 + 9 5 . 2 2 EL E V = 4 7 6 0 . 2 5 ST A 0 + 4 0 . 0 4 =V A U G H N C L - S T A 2 + 3 8 . 9 7 EL E V = 4 7 5 9 . 0 5 ST A 3 + 9 6 . 2 7 MA T C H E X I S T I N G RECORD DRAWINGHERSTAL WAY 24' DRIVING SURFACE 2 D-1 4735 4740 4745 4750 4755 4760 4765 4770 4775 4735 4740 4745 4750 4755 4760 4765 4770 4775 FG - 4 7 5 8 . 0 6 EG - 4 7 5 8 . 0 6 0+00 FG - 4 7 5 7 . 2 0 EG - 4 7 5 7 . 2 0 0+50 FG - 4 7 6 3 . 2 4 EG - 4 7 6 3 . 2 4 1+00 FG - 4 7 6 1 . 7 2 EG - 4 7 6 1 . 7 2 1+50 FG - 4 7 6 1 . 9 1 EG - 4 7 6 1 . 9 1 2+00 FG - 4 7 6 0 . 7 1 EG - 4 7 6 0 . 7 1 2+50 FG - 4 7 5 4 . 1 6 EG - 4 7 5 4 . 1 6 3+00 FG - 4 7 5 4 . 2 3 EG - 4 7 5 4 . 2 3 3+50 FG - 4 7 5 6 . 0 7 EG - 4 7 5 6 . 0 7 4+00 FG - 4 7 6 2 . 1 1 EG - 4 7 6 2 . 1 1 4+50 FG - 4 7 6 2 . 4 3 EG - 4 7 6 2 . 4 3 4+66 EX I S T I N G S S M H 4 - 6 ST A 3 + 9 2 . 5 2 RI M E L E V = 4 7 5 4 . 9 6 IN V I N ( S ) = 4 7 4 9 . 2 1 IN V O U T ( N ) = 4 7 4 9 . 0 1 DE P T H = 5 . 9 5 ' 294.25 LF 8" PVC @ 1 . 1 9 % SS M H 5 - 6 ST A 0 + 9 4 . 2 7 RI M E L E V = 4 7 5 8 . 9 2 IN V O U T ( N ) = 4 7 5 2 . 7 3 DE P T H = 6 . 1 9 ' 4725 4730 4735 4740 4745 4750 4755 4760 4765 4770 4725 4730 4735 4740 4745 4750 4755 4760 4765 4770 FG - 4 7 5 9 . 4 2 EG - 4 7 5 9 . 4 2 0+00 FG - 4 7 5 9 . 2 1 EG - 4 7 5 9 . 2 1 0+50 FG - 4 7 5 8 . 8 1 EG - 4 7 5 8 . 8 1 1+00 FG - 4 7 5 8 . 1 5 EG - 4 7 5 8 . 1 5 1+50 FG - 4 7 5 9 . 1 4 EG - 4 7 5 9 . 1 4 2+00 FG - 4 7 5 7 . 5 2 EG - 4 7 5 7 . 5 2 2+50 FG - 4 7 5 5 . 8 2 EG - 4 7 5 5 . 8 2 3+00 FG - 4 7 5 4 . 8 7 EG - 4 7 5 4 . 8 7 3+50 FG - 4 7 5 3 . 8 9 EG - 4 7 5 3 . 8 9 4+00 FG - 4 7 5 4 . 2 3 EG - 4 7 5 4 . 2 3 4+50 FG - 4 7 5 4 . 4 8 EG - 4 7 5 4 . 4 8 5+00 FG - 4 7 5 4 . 5 5 EG - 4 7 5 4 . 5 5 5+50 FG - 4 7 5 4 . 4 5 EG - 4 7 5 4 . 4 5 5+71 SS M H 5 - 1 ST A 4 + 9 9 . 0 5 RIM E L E V = 4 7 6 0 . 1 9 IN V I N ( E ) = 4 7 4 2 . 2 8 IN V O U T ( N ) = 4 7 4 2 . 0 8 DE P T H = 1 8 . 1 1 ' EX I S T I N G S S M H 4 - 3 ST A 4 + 1 9 . 0 4 RI M E L E V = 4 7 5 3 . 5 7 IN V I N ( S ) = 4 7 3 8 . 9 1 IN V O U T ( N ) = 4 7 3 8 . 7 1 DE P T H = 1 4 . 8 6 ' 278.86 LF 8" PVC @ 1 . 1 4 % L O T 1 L O T 2 L O T 3 L O T 4 L O T 5 L O T 1 2 L O T 1 0 L O T 9 L O T 8 L O T 7 L O T 6 L O T 1 3 L O T 1 4 L O T 1 5 L O T 1 6 L O T 1 1 L O T 1 7 L O T 1 8 OPEN SPACE B OPEN SPACE A W W W W W W W W W W W W W W W W W W B O 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S S S 15 S D 15 S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 4 + 6 6 O O O O O O O O O O O SD S S W W W W W W W 8 S 8 S S S SSMH 5-6 STA 0+94.27 7.0' RT ST A 1 + 0 4 4" S E W E R S V C ST A 1 + 4 9 4" S E W E R S V C ST A 1 + 9 4 4" S E W E R S V C ST A 2 + 3 9 4" S E W E R S V C ST A 2 + 8 4 4" S E W E R S V C ST A 3 + 2 9 4" S E W E R S V C S T A 3 + 2 9 4 " S E W E R S V C S T A 2 + 7 4 4 " S E W E R S V C S T A 2 + 3 4 4 " S E W E R S V C S T A 1 + 9 4 4" S E W E R S V C S T A 1 + 5 4 4 " S E W E R S V C S T A 1 + 1 4 4 " S E W E R S V C H H H H H H H H H H H H L O T 1 3 L O T 1 4 L O T 1 5 L O T 1 6 L O T 2 4 L O T 2 3 L O T 2 2 L O T 2 1 L O T 2 0 L O T 1 9 L O T 1 7 L O T 1 8 L O T 3 2 L O T 3 3 L O T 2 5 OPEN SPACE B O P E N S P A C E F W W W W W W W W W W W W W W W W W W W W W W W W W W W 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8 S S S S S 15SD 15SD 15SD 15SD 15SD 15SD 1 5 S D 1 5 S D 18 S D 15 S D 15 S D 15 S D 15 S D 4 + 0 0 5 + 0 0 6 + 0 0 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 5 + 7 1 O O O O O S W W W W W W W W 8 S 8 S 8 S 8 S S S S S SSMH 5-1 STA 1+36.21 4.0' RTVAUGHN STA 4+99.05 ST A 2 + 0 6 4" S E W E R S V C STA 2 + 4 6 4" S E W E R S V C STA 2 + 8 6 4" S E W E R S V C STA 3 + 2 6 4" S E W E R S V C STA 3 + 6 6 4" S E W E R S V C ST A 4 + 1 8 4" S E W E R S V C S T A 4 + 2 5 4 " S E W E R S V C S T A 3 + 7 8 4 " S E W E R S V C S T A 3 + 3 6 4 " S E W E R S V C S T A 2 + 9 4 4 " S E W E R S V C S T A 2 + 5 2 4 " S E W E R S V C S T A 2 + 1 0 4 " S E W E R S V C H H H H H H H H H H H H VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\SS-X.DWG PLOTTED BY:COOPER KRAUSE ON Mar/03/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 SEWER IMPROVEMENTS 5352.009 MONTANA HERSTAL WAY & WESTGATE AVENUE STA 0+00 TO 4+00 & STA 0+00 TO 5+50 SS-2 CPK CPK JRN 03/2018 BOZEMAN 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 V A U G H N D R I V E HERSTAL WAY JAMES R. NICKELSON 9063 02/2019 EX I S T I N G E L E V . A T C L FI N I S H E D G R A D E E L E V . A T C L V A U G H N D R I V E WESTGATE AVENUE WESTAGE AVENUE INSTALL 279 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING SSMH 4-3 STA 4+19.04 4.0' RT EXISTING SSMH 4-6 GENERAL NOTES 1.INSTALL DEEP SANITARY SEWER SERVICE LINE PER C.O.B. STD. DWG. NO. 02730-3 FOR ALL WESTGATE SERVICES. USE C.O.B. STD. DWG. NO. 02730-2 FOR ALL HERSTAL. CROSSING: PROPOSED 8" WATER LINE CROSSING: PROPOSED 8" WATER LINE CROSSING: PROPOSED 12" STORM RECORD DRAWING 47 4 0 . 6 3 ( A . B . ) 0.55% (A.B.) 47 4 0 . 4 3 ( A . B . ) 4 + 0 8 ( A . B . ) END CAP INV = $% END CAP INV = $% END CAP INV = $% END CAP INV = $% END CAP INV = $% EN D C A P I N V = $ % END CAP INV = $% END CAP INV = $% END CAP INV = $% HERSTAL WAY INSTALL 294 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING END CAP INV = $% END C A P I N V = $ % END C A P I N V = $ % END C A P I N V = $ % END C A P I N V = $ % END C A P I N V = $ % END CAP INV = $% EN D C A P I N V = $ % EN D C A P I N V = $ % EN D C A P I N V = $ % EN D C A P I N V = $ % EN D C A P I N V = $ % P P P P P P P P S S LOT 2 LOT 3 LOT 4 LOT 5 LOT 10 LOT 9 LOT 8 LOT 7LOT 6 LOT 13 LOT 14 LOT 15 LOT 16 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 11 LOT 17 LOT 18 LOT 29LOT 30LOT 31LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 41 LOT 44 LOT 45 LOT 46 LOT 47 LOT 48 LOT 49 LOT 56LOT 57 LOT 50 LOT 51 LOT 52 LOT 53LOT 54LOT 55 OPEN SPACE E OP E N S P A C E D OPEN SPACE C OP E N S P A C E B OP E N S P A C E A OPEN SPACE F 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8 S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 15 S D 15 S D 15 S D 15 S D 15 S D 15 S D 1 5 S D 1 5 S D 1 5 S D 1 5 S D 12 S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 N G N G N G N G N G N G N G ES ES ES ES ES ES ES ES ES ES E S ES O O O O O O O O O O O O O O O O O O O O O B P B P B P B P B P B P B P SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W STA 2+35.3 - 7.00' LT NEW 8 X 8 TEE STA 4+60.2 - 7.00' LTNEW 8 X 6 TEE NEW 8" GATE VALVE STA 5+25.55 - 7.0'LT NEW 8" GATE VALVE STA 6+13.64 - 7.0'LT NEW 8" GATE VALVE STA 8+86.62 - 7.0'LT NEW 8" GATE VALVESTA 13+92.41 - 7.0'LT NEW 8" GATE VALVE STA 0+44.72 - 7.0'RT STA 2 + 1 5 1" WA T E R S V C STA 6 + 7 6 1" W A T E R S V C STA 7 + 2 8 1" W A T E R S V C STA 7 + 7 6 1" W A T E R S V C STA 8 + 2 7 1" W A T E R S V C STA 1 1 + 5 4 1" W A T E R S V C STA 1 2 + 0 9 1" W A T E R S V C STA 1 2 + 5 9 1" W A T E R S V C STA 1 3 + 0 9 1" W A T E R S V C STA 1 3 + 6 4 1" W A T E R S V C STA 2 + 0 2 1" WA T E R S V C NEW 8" GATE VALVE STA 10+91.62 - 7.0'LT STA 11+03.6 - 7.00' LT NEW 8 X 8 TEE NEW 8" GATE VALVE STA 11+23.62 - 7.0'LT NEW STA 6+45.67 - 7.0'LT STA 8+40.6 - 7.00' LT NEW 8 X 6 TEE NEW 8" GATE VALVESTA 8+54.62 - 7.0'LT STA 8+63.6 - 7.00' LTNEW 8 X 8 TEE STA 6+25.7 - 7.00' LT NEW 8 X 8 TEE STA 10+83.6 - 6.98' LTNEW 8 x 6 TEE FIRE HYDRANT STA 2+18.27 - 19.82' LT FIRE HYDRANT STA 4+60.17 - 18.49' LT FIRE HYDRANT STA 8+40.62 - 19.50' LT FIRE HYDRANT STA 10+83.62 - 19.75' LT STA 2+18.2 - 7.00' LT NEW 8 X 6 TEE NEW 8" GATE VALVE STA 2+23.27 - 7.0'LT STA 4+88.5 - 7.03' LT NEW 8 X 8 CROSS 4735 4740 4745 4750 4755 4760 4765 4770 4775 4735 4740 4745 4750 4755 4760 4765 4770 4775 FG - EG - 4 7 5 7 . 3 1 0+00 FG - EG - 4 7 5 7 . 4 7 0+50 FG - 4 7 5 9 . 7 4 EG - 4 7 5 7 . 8 9 1+00 FG - 4 7 5 9 . 4 9 EG - 4 7 5 7 . 4 7 1+50 FG - 4 7 5 9 . 2 4 EG - 4 7 5 7 . 3 8 2+00 FG - 4 7 5 8 . 9 9 EG - 4 7 5 7 . 3 2 2+50 FG - 4 7 5 8 . 7 4 EG - 4 7 5 7 . 8 4 3+00 FG - 4 7 5 8 . 4 9 EG - 4 7 6 0 . 8 6 3+50 FG - 4 7 5 8 . 6 5 EG - 4 7 6 3 . 3 1 4+00 FG - 4 7 5 9 . 4 0 EG - 4 7 6 3 . 4 6 4+50 FG - 4 7 6 0 . 1 0 EG - 4 7 5 8 . 0 8 5+00 FG - 4 7 5 9 . 2 6 EG - 4 7 5 7 . 7 2 5+50 FG - 4 7 5 8 . 8 0 EG - 4 7 5 8 . 2 0 6+00 FG - 4 7 5 9 . 0 5 EG - 4 7 5 8 . 8 6 6+50 FG - 4 7 5 9 . 3 0 EG - 4 7 5 8 . 9 2 7+00 FG - 4 7 5 9 . 5 5 EG - 4 7 5 9 . 2 5 7+50 FG - 4 7 5 9 . 8 0 EG - 4 7 5 9 . 9 5 8+00 FG - 4 7 6 0 . 0 5 EG - 4 7 5 9 . 6 6 8+50 FG - 4 7 6 0 . 3 0 EG - 4 7 6 0 . 5 5 9+00 FG - 4 7 6 0 . 5 5 EG - 4 7 5 9 . 5 9 9+50 FG - 4 7 6 1 . 1 1 EG - 4 7 5 9 . 9 1 10+00 FG - 4 7 6 1 . 4 7 EG - 4 7 6 0 . 7 7 10+50 FG - 4 7 6 1 . 7 2 EG - 4 7 6 1 . 1 8 11+00 FG - 4 7 6 1 . 9 7 EG - 4 7 6 1 . 2 5 11+50 FG - 4 7 6 2 . 2 2 EG - 4 7 6 0 . 0 4 12+00 FG - 4 7 6 2 . 4 7 EG - 4 7 6 1 . 8 4 12+50 FG - 4 7 6 2 . 3 5 EG - 4 7 6 1 . 1 4 13+00 FG - 4 7 6 1 . 9 2 EG - 4 7 6 0 . 2 1 13+50 FG - 4 7 6 1 . 1 3 EG - 4 7 6 1 . 3 2 14+00 FG - 4 7 6 1 . 3 0 EG - 4 7 6 1 . 4 1 14+50 FG - 4 7 6 1 . 4 9 EG - 4 7 6 1 . 1 2 15+00 STA 0+94.50 NEW 8" GATE VALVE INV= 4751.59 STA 2+35.31 NEW 8 X 8 TEE INV= 4751.53 STA 4+60.16 NEW 8 X 6 TEE INV= 4752.02 STA 1+05.06 NEW 8" GATE VALVE INV= 4751.88 STA 4+88.53 NEW 8 X 8 CROSS INV= 4751.29 ST A 5 + 2 5 . 5 5 NE W 8 " G A T E V A L V E IN V = 4 7 5 1 . 2 7 ST A 6 + 1 3 . 6 4 NE W 8 " G A T E V A L V E IN V = 4 7 5 1 . 2 6 STA 6+25.67 NEW 8 X 8 TEE INV= 4751.33 STA 8+40.62 NEW 8 X 6 TEE INV= 4752.47 STA 8+63.62 NEW 8 X 8 TEE INV= 4752.58 STA 8+86.62 NEW 8" GATE VALVE INV= 4752.70 STA 11+03.62 NEW 8 X 8 TEE INV= 4753.81 STA 13+92.41 NEW 8" GATE VALVE INV= 4753.81 STA 1+46.65 NEW 12 X 8 CROSS INV= 4753.63 STA 3+79.61 DEFLECT PIPE JOINTS INV = 4751.05 ST A 0 + 9 5 . 9 0 NE W 8 " G A T E V A L V E IN V = 4 7 5 1 . 4 3 ST A 1 + 1 2 . 9 2 NE W 8 " G A T E V A L V E IN V = 4 7 5 1 . 4 8 STA 8+54.62 NEW 8" GATE VALVE INV= 4752.54 STA 10+91.62 NEW 8" GATE VALVE INV= 4753.99 STA 11+23.62 NEW 8" GATE VALVE INV= 4753.81 FH BURY ELEV = 4759.69 7.5' BURY DEPTH FH BURY ELEV = 4760.06 7.5' BURY DEPTH 1+ 0 5 8" E N D C A P A N D B L O W O F F IN V = 4 7 5 2 . 1 6 FH BURY ELEV = 4761.70 7.5' BURY DEPTH STA 10+83.63 NEW 8 X 6 TEE INV= 4754.11 VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\W-X.DWG PLOTTED BY:COOPER KRAUSE ON Mar/03/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 SEWER IMPROVEMENTS 5352.009 MONTANA VAUGHN DRIVE STA 0+00 TO 13+00 W-2 CPK CPK JRN 03/2018 BOZEMAN GENERAL NOTES 1.INSTALL WATER SERVICES PER C.O.B. STD. DWG. NO. 2660-06. 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 VAUGHN DRIVE HE R S T A L W A Y LEIDEN LANE- B VAHL WAY- B LA U R E L P A R K W A Y LE I D E N L A N E - A LE I D E N L A N E - C VA H L W A Y - A JAMES R. NICKELSON 9063 02/2019 EX I S T I N G E L E V . A T C L FI N I S H E D G R A D E E L E V . A T C L EXISTING GROUND PROPOSED ASPHALT VAUGHN DRIVE INSTALL 1310 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING MA T C H L I N E SH E E T W - 3 PROPERTY LINE (TYP.) MA T C H L I N E SH E E T W - 3 . 1.5' MIN BETWEEN PROPOSED VAUGHN STORM DRAIN . . STA 1+05 - 7.00' LT 8" END CAP AND BLOW OFF (INSTALLED TO NORTH) RECORD DRAWING FH BENCHMARK = 4761.85 NW BOLT (A.B.) FH BENCHMARK = 4762.14 NW BOLT (A.B.) FH BENCHMARK = 4763.79 NW BOLT (A.B.) 4752.72 (A.B.) 4752.67 (A.B.) FH BENCHMARK = 4761.20 NW BOLT (A.B.) 4751.39 (A.B.)47 5 2 . 1 0 ( A . B . ) 4735 4740 4745 4750 4755 4760 4765 4770 4735 4740 4745 4750 4755 4760 4765 4770 FG - EG - 4 7 5 8 . 0 6 0+00 FG - 4 7 5 8 . 7 5 EG - 4 7 5 7 . 2 0 0+50 FG - 4 7 5 8 . 9 1 EG - 4 7 6 3 . 2 4 1+00 FG - 4 7 5 8 . 7 1 EG - 4 7 6 1 . 7 2 1+50 FG - 4 7 5 7 . 8 7 EG - 4 7 6 1 . 9 1 2+00 FG - 4 7 5 6 . 9 1 EG - 4 7 6 0 . 7 1 2+50 FG - 4 7 5 5 . 9 6 EG - 4 7 5 4 . 1 6 3+00 FG - 4 7 5 5 . 1 1 EG - 4 7 5 4 . 2 3 3+50 FG - 4 7 5 4 . 8 1 EG - 4 7 5 6 . 0 7 4+00 FG - EG - 4 7 6 2 . 1 1 4+50 FG - EG - 4 7 6 2 . 4 3 4+66 STA 0+47 NEW 8 X 8 TEE INV= 4751.53 STA 0+69.88 NEW 8" GATE VALVE INV= 4751.48 STA 3+44.26 NEW 8" GATE VALVE INV= 4747.98 3+87.98 CONNECT TO EXISTING 8" WATER MAIN INV = 4747.62ST A 3 + 6 6 . 2 7 NE W 8 X 8 T E E IN V = 4 7 4 7 . 2 8 STA 3+49.28 NEW 8 X 6 TEE INV= 4747.89 FH BURY ELEV = 4755.70 7.5' BURY DEPTH 4730 4735 4740 4745 4750 4755 4760 4765 4730 4735 4740 4745 4750 4755 4760 4765 FG - 4 7 6 0 . 4 5 EG - 4 7 5 9 . 4 2 0+00 FG - 4 7 6 0 . 8 1 EG - 4 7 5 9 . 2 1 0+50 FG - 4 7 6 0 . 7 0 EG - 4 7 5 8 . 8 1 1+00 FG - 4 7 6 0 . 1 1 EG - 4 7 5 8 . 1 5 1+50 FG - 4 7 5 9 . 0 6 EG - 4 7 5 9 . 1 4 2+00 FG - 4 7 5 7 . 8 3 EG - 4 7 5 7 . 5 2 2+50 FG - 4 7 5 6 . 6 1 EG - 4 7 5 5 . 8 2 3+00 FG - 4 7 5 5 . 3 8 EG - 4 7 5 4 . 8 7 3+50 FG - 4 7 5 4 . 1 6 EG - 4 7 5 3 . 8 9 4+00 FG - 4 7 5 3 . 1 8 EG - 4 7 5 4 . 2 3 4+50 FG - 4 7 5 2 . 4 3 EG - 4 7 5 4 . 4 8 5+00 FG - EG - 4 7 5 4 . 5 5 5+50 FG - EG - 4 7 5 4 . 4 5 5+71 STA 4+88.53 NEW 8 X 8 CROSS INV= 4751.29 STA 1+70.08 NEW 8" GATE VALVE INV= 4751.19 0+ 9 4 . 6 9 8" E N D C A P A N D B L O W O F F IN V = 4 7 5 2 . 9 1 1+ 2 1 . 0 2 DE F L E C T P I P E J O I N T S IN V = 4 7 5 1 . 3 8 S S L O T 1 L O T 2 L O T 3 L O T 4 L O T 5 L O T 1 2 L O T 1 0 L O T 9 L O T 8 L O T 7 L O T 6 L O T 1 3 L O T 1 4 L O T 1 5 L O T 1 6 L O T 1 1 L O T 1 7 L O T 1 8 OPEN SPACE B OPEN SPACE A 8 S 8 S 8 S 8 S 8 S 8 S 8 S 8 S 15 S D 15 S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 O O O O O O O O O O O SD SD E W E W E W E W 8 S W W W W W W W W W W W W W W W W W W B O NEW 8" GATE VALVE STA 0+69.88 - 4.0'LT STA 0 + 9 4 1" W A T E R S V C STA 1 + 4 2 1" W A T E R S V C STA 1 + 8 7 1" W A T E R S V C STA 2 + 3 2 1" W A T E R S V C STA 2 + 7 7 1" W A T E R S V C STA 3 + 2 2 1" W A T E R S V C S T A 3 + 1 7 1" W A T E R S V C S T A 2 + 6 9 1 " W A T E R S V C S T A 2 + 2 9 1 " W A T E R S V C S T A 1 + 8 9 1 " W A T E R S V C S T A 1 + 4 9 1 " W A T E R S V C S T A 1 + 0 0 1" W A T E R S V C STA 0+47 - 4.0' LT VAUGHN STA 2+35.3 NEW 8 X 8 TEE NEW 8" GATE VALVE STA 3+44.26 - 4.0'LT STA 3+49.3 - 4.01' LT NEW 8 X 6 TEE STA 3+66.3 - 4.00' LTNEW 8 X 8 TEE S L O T 1 3 L O T 1 4 L O T 1 5 L O T 1 6 L O T 2 4 L O T 2 3 L O T 2 2 L O T 2 1 L O T 2 0 L O T 1 9 L O T 1 7 L O T 1 8 L O T 3 2 L O T 3 3 L O T 2 5 OPEN SPACE B O P E N S P A C E F 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8 S 8 S S S S S 15SD 15SD 15SD 15SD 15SD 15SD 1 5 S D 1 5 S D 18 S D 15 S D 15 S D 15 S D 15 S D 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 5 + 7 1 O O O O O EW EW EW E W E W E W 8 S 8 S 8 S 8 S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W NEW 8" GATE VALVE STA 1+70.08 - 7.0'LT STA 1 + 9 5 1" W A T E R S V C STA 2 + 4 1 1" W A T E R S V C STA 2 + 8 1 1" W A T E R S V C STA 3 + 2 1 1" W A T E R S V C STA 3 + 6 1 1" W A T E R S V C STA 4 + 0 7 1" W A T E R S V C S T A 4 + 1 8 1 " W A T E R S V C S T A 3 + 7 2 1" W A T E R S V C S T A 3 + 3 0 1 " W A T E R S V C S T A 2 + 8 8 1 " W A T E R S V C S T A 2 + 4 6 1" W A T E R S V C S T A 1 + 9 8 1" W A T E R S V C VERIFY SCALE! THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BY INFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THIS INFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED ASA RESULT OF INFORMATION PROVIDED BY OTHERS.2020engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5352\009\ACAD\SHEETS\RECORD DRAWINGS\W-X.DWG PLOTTED BY:COOPER KRAUSE ON Mar/03/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net THE LAKES AT VALLEY- PHASE 5 AND 6 SEWER IMPROVEMENTS 5352.009 MONTANA HERSTAL WAY & WESTGATE AVENUE STA 0+00 TO 4+00 & STA 0+00 TO 5+50 W-4 CPK CPK JRN 03/2018 BOZEMAN 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 V A U G H N D R I V E HERSTAL WAY JAMES R. NICKELSON 9063 02/2019 EX I S T I N G E L E V . A T C L FI N I S H E D G R A D E E L E V . A T C L V A U G H N D R I V E WESTGATE AVENUE CONNECT TO EXISTING 8" WATER MAIN WITH NEW 8" GATE VALVE INV= ±46.2 RELOCATE EXISTING FIRE HYDRANT TO STA 3+50 REMOVE AND DISPOSE OF ±30 LF 8" WATER MAIN AND 45° BENDS. CONNECT TO EXISTING 8" GATE VALVE INSTALL BLOW OFF PER C.O.B. STD. DWG. 02660-07 CONNECT TO EXISTING 8" MAIN WITH NEW 8" GATE VALVE AND INSTALL ± 22 LF TO CONNECT TO NEW 8 X 8 TEE. STA 1+00 8" END CAP AND BLOWOFF 6.5' COVER (MIN.) 6.5' COVER (MIN.) EX I S T I N G E L E V . A T C L FIN I S H E D G R A D E E L E V . A T C L WESTGATE AVENUE INSTALL 319 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING . 1.5' MIN BETWEEN PROPOSED WESTGATE STORM DRAIN STA ±4+18 CONNECT TO EXISTING 8" WATER MAIN WITH NEW 8" GATE VALVE VAUGHN WATER MAIN SEE SHEET W-2 VAUGHN WATER MAIN SEE SHEET W-2 . 1.5' MIN BETWEEN PROPOSED VAUGHN STORM DRAIN RECORD DRAWING HERSTAL WAY INSTALL 341 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING 4747.38 (A.B.) 47 4 7 . 3 8 ( A . B . ) FH BENCHMARK = 4763.57 NW BOLT (A.B.) IN V = 4 7 5 0 . 4 6 ( A . B . ) 4751.28 (A.B.) 4751.39 (A.B.) EAST/ WEST PIPE JOINTS DEFLECTED UNDER HERSTAL SEWER MAIN WITH 1.5' OF CLEARANCE (A.B.)