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HomeMy WebLinkAboutGravity Sewer Plan and Profiles (4) sheets combined 071320DYH I GV I GV MW MW MW MW MW MW MW TP TP TP TP TP TP TP TP TP TP TP TP TP WV WV ES ES ES ES ES ES ES ES ES WW D D I II IIII T ES ES ES ES ESTP 27 S 27 S 27 S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 27S 27S 27S 27S 27S SSS S S S S SSSSSSSSS SSSS S S S VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\004 NW CROSSING MASTER SITE PLAN\ACAD\EXHIBITS - CONCEPTUAL 2020\202007_BAXTEREXTENSIONSNWCROSSING.DWG PLOTTED BY:LEE HAGEMAN ONJul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle   NORTHWEST CROSSING SEWER ANALYSISBOZEMAN MONTANA SITE PLAN 5659.004   EX-1 LRH LRH MEE                               200 4001002000 SCALE IN FEET DRAFT JULY 2020 NORTON SEWER - SS MH-4 (APPROXIMATE LOCATION) NORTON SEWER - SS MH-3 (APPROXIMATE LOCATION) NORTON SEWER - SS MH-2 (APPROXIMATE LOCATION) NORTON SEWER - SS MH-1A (APPROXIMATE LOCATION - TO BE REMOVED / REPURPOSED) EXISTING SANITARY SEWER MANHOLE - TO BE ABANDONED (TYP.) NORTON SEWER - SS MH-1 (APPROXIMATE LOCATION - TO BE ABANDONED) PROPOSED 27" SEWER PROPOSED MANHOLE (TYP.) NORTON SEWER (27") (APPROXIMATE LOCATION) NOR T H W E S T CR O S S I N G EXISTING 27" SEWER (TO BE ABANDONED) BAXTER LN CO T T O N W O O D R D ( P R O P O S E D ) LA U R E L P K W Y ( P R O P O S E D ) BAXTER LN PROPOSED 21" SEWER EXISTING 21" SEWER EXISTING MANHOLE - CORE 21" SEWER OUTLET (N) AND CAP 27" SEWER MAIN (E) PROPOSED 21" SEWER HA R P E R P U C K E T R D AB I G A I L L A N E ( P R O P O S E D ) RO S A W A Y ( P R O P O S E D ) WIL D W O O D L A N E ( P R O P O S E D ) SS S S S21S21S21S21S21S21S21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21S 21SSS S S S PI : 7 + 4 3 . 5 5 PI : 1 0 + 1 0 . 6 0 PI: 1 2 + 7 8 . 0 7 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 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15 + 0 0 MH-(5) STA 12+78.07, 0.0' RIM ELEV=4712.07 MH-(1) STA 0+50.00, 0.0' RIM ELEV=4711.99 MH-(4) STA 10+15.68, 0.0' RIM ELEV=4711.96MH-(2) STA 3+94.54, 0.0' RIM ELEV=4710.07 MH-(3) STA 7+43.55, 0.0' RIM ELEV=4709.01 4700 4705 4710 4715 4700 4705 4710 4715 EG - 4 7 1 1 . 2 1 0+00 EG - 4 7 1 1 . 9 9 EG - 4 7 1 2 . 8 3 1+00 EG - 4 7 1 3 . 3 7 EG - 4 7 1 3 . 5 7 2+00 EG - 4 7 1 3 . 3 9 EG - 4 7 1 2 . 6 7 3+00 EG - 4 7 1 1 . 5 1 EG - 4 7 0 9 . 8 9 4+00 EG - 4 7 0 8 . 4 2 EG - 4 7 0 7 . 5 1 5+00 EG - 4 7 0 7 . 2 3 EG - 4 7 0 7 . 1 4 6+00 EG - 4 7 0 7 . 3 3 EG - 4 7 0 7 . 9 5 7+00 EG - 4 7 0 9 . 1 8 EG - 4 7 1 0 . 4 6 8+00 EG - 4 7 1 0 . 9 8 EG - 4 7 1 1 . 3 2 9+00 EG - 4 7 1 1 . 6 2 EG - 4 7 1 1 . 8 7 10+00 EG - 4 7 1 2 . 0 8 EG - 4 7 1 2 . 1 7 11+00 EG - 4 7 1 2 . 2 5 EG - 4 7 1 2 . 1 8 12+00 EG - 4 7 1 2 . 1 2 EG - 4 7 1 2 . 0 2 13+00 EG - 4 7 1 1 . 8 1 EG - 4 7 1 1 . 6 4 14+00 MH-(4) STA 10+15.68 RIM ELEV=4711.96 INV IN (W) = 4703.52 INV OUT (E) = 4703.32 DEPTH = 8.63' MH-(1) STA 0+50.00 RIM ELEV=4711.99 INV OUT (E) = 4704.88 DEPTH = 7.10' MH-(5) STA 12+78.07 RIM ELEV=4712.07 INV IN (W) = 4703.06 INV OUT (E) = 4702.86 DEPTH = 9.21' 258.39 LF 21" PVC @ 0.100%268.12 LF 21" PVC @ 0.100%345.02 LF 21" PVC @ 0.100%340.54 LF 21" PVC @ 0.100% MH-(3) STA 7+43.55 RIM ELEV=4709.01 INV IN (W) = 4703.99 INV OUT (E) = 4703.79 DEPTH = 5.22' MH-(2) STA 3+94.54 RIM ELEV=4710.07 INV IN (W) = 4704.54 INV OUT (E) = 4704.34 DEPTH = 5.73' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\004 NW CROSSING MASTER SITE PLAN\ACAD\EXHIBITS - CONCEPTUAL 2020\202007_BAXTEREXTENSIONSNWCROSSING.DWG PLOTTED BY:LEE HAGEMAN ONJul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle   NORTHWEST CROSSING SEWER ANALYSISBOZEMAN MONTANA PROPOSED SEWER MAIN EXTENSIONS STA 0+50 TO STA 14+00 5659.004   SS-1 LRH LRH MEE                               DRAFT JULY 2020 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 LA U R E L P A R K W A Y ( P R O P O S E D ) BAXTER LN AB I G A I L L A N E ( P R O P O S E D ) RO S A W A Y ( P R O P O S E D ) DYH GVGV S WV WV ES ES ES ES ES I ES ES ESSTP SSSS21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S21S 27S 27S 27S 27SSSSS SS PI: 2 2 + 4 0 . 8 2 PI: 2 7 + 4 1 . 0 2 14 + 0 0 15 + 0 0 16 + 0 0 17 + 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 25 + 0 0 26 + 0 0 27 + 0 0 28 + 0 0 29 + 0 0 MH-(9) STA 27+41.02, 0.0' RIM ELEV=4717.00MH-(8)STA 22+41.02, 0.0'RIM ELEV=4715.36 MH-(5)STA 12+78.07, 0.0'RIM ELEV=4712.07 MH-(7)STA 18+06.81, LT -0.1'RIM ELEV=4712.04 MH-(6) STA 15+42.25, 0.0' RIM ELEV=4711.75 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 EG - 4 7 1 1 . 6 4 14+00 EG - 4 7 1 1 . 6 3 EG - 4 7 1 1 . 6 5 15+00 EG - 4 7 1 1 . 7 7 EG - 4 7 1 1 . 8 9 16+00 EG - 4 7 1 1 . 8 2 EG - 4 7 1 1 . 8 2 17+00 EG - 4 7 1 1 . 8 3 EG - 4 7 1 2 . 0 0 18+00 EG - 4 7 1 2 . 2 7 EG - 4 7 1 2 . 5 6 19+00 EG - 4 7 1 3 . 0 9 EG - 4 7 1 3 . 8 0 20+00 EG - 4 7 1 4 . 5 4 EG - 4 7 1 5 . 1 0 21+00 EG - 4 7 1 5 . 4 2 EG - 4 7 1 5 . 4 3 22+00 EG - 4 7 1 5 . 3 3 EG - 4 7 1 5 . 2 7 23+00 EG - 4 7 1 5 . 1 2 EG - 4 7 1 5 . 1 7 24+00 EG - 4 7 1 5 . 2 5 EG - 4 7 1 5 . 3 5 25+00 EG - 4 7 1 5 . 3 9 EG - 4 7 1 5 . 6 8 26+00 EG - 4 7 1 5 . 8 3 EG - 4 7 1 6 . 0 3 27+00 EG - 4 7 1 7 . 2 6 EG - 4 7 1 8 . 3 1 28+00 260.56 LF 21" PVC @ 0.100%430.21 LF 21" PVC @ 0.100%496.00 LF 21" PVC @ 0.100% MH-(7) STA 18+06.81 RIM ELEV=4712.04 INV IN (W) = 4702.14 INV OUT (E) = 4701.94 DEPTH = 10.09' MH-(8) STA 22+41.02 RIM ELEV=4715.36 INV IN (W) = 4701.51 INV OUT (E) = 4701.31 DEPTH = 14.05' MH-(9) STA 27+41.02 RIM ELEV=4717.00 INV IN (W) = 4700.81 INV IN (S) = TBD INV OUT (E) = 4700.41 DEPTH = 16.58' MH-(6) STA 15+42.25 RIM ELEV=4711.75 INV IN (W) = 4702.60 INV OUT (E) = 4702.40 DEPTH = 9.35' 260.18 LF 21" PVC @ 0.100% VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\004 NW CROSSING MASTER SITE PLAN\ACAD\EXHIBITS - CONCEPTUAL 2020\202007_BAXTEREXTENSIONSNWCROSSING.DWG PLOTTED BY:LEE HAGEMAN ONJul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle   NORTHWEST CROSSING SEWER ANALYSISBOZEMAN MONTANA PROPOSED SEWER MAIN EXTENSIONS STA 14+00 TO STA 28+00 5659.004   SS-2 LRH LRH MEE                               DRAFT JULY 2020 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 EXISTING MANHOLE - CORE 21" SEWER OUTLET (N) AND CAP 27" SEWER MAIN (E) PROPOSED 21" SEWER WI L D W O O D L A N E ( P R O P O S E D ) BAXTER LN CO T T O N W O O D R D (P R O P O S E D ) DYH S WV WV ES ES ES ES ES ===[]=== D D I T ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ESSSS S STA 39+58.09 NORTON SEWER - SS MH-1A APPROXIMATE LOCATION TO BE REMOVED / REPURPOSED S S S SS S 27 S 27 S 27 S 27 S 27 S 27 S 27S 27S 27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S27S SS S S S S SSSSSSSSSSS PI: 2 7 + 4 1 . 0 2 PI: 4 1 + 1 1 . 5 4 28 + 0 0 29 + 0 0 30 + 0 0 31 + 0 0 32 + 0 0 33 + 0 0 34 + 0 0 35 + 0 0 36 + 0 0 37 + 0 0 38 + 0 0 39 + 0 0 40 + 0 0 41 + 0 0 42+00 43+00 MH-(11) STA 36+11.54, 0.0' RIM ELEV=4719.31 (APPROX.) MH-(10) STA 31+11.54, 0.0' RIM ELEV=4719.12 (APPROX.)MH-(9) STA 27+41.02, 0.0' RIM ELEV=4717.00 MH-(12) (NORTON SEWER SS MH-2) (APPROXIMATE LOCATION) STA 41+11.54, 0.0' RIM ELEV=4715.63 (APPROX.) 4695 4700 4705 4710 4715 4720 4695 4700 4705 4710 4715 4720 EG - 4 7 1 8 . 3 1 28+00 EG - 4 7 1 8 . 8 0 EG - 4 7 1 8 . 8 7 29+00 EG - 4 7 1 8 . 9 8 EG - 30+00 EG - EG - 31+00 EG - EG - 32+00 EG - EG - 33+00 EG - EG - 34+00 EG - EG - 35+00 EG - EG - 36+00 EG - EG - 37+00 EG - EG - 38+00 EG - EG - 39+00 EG - EG - 40+00 EG - EG - 41+00 EG - EG - 42+00 366.52 LF 27" PVC @ 0.150% 496.00 LF 27" PVC @ 0.150% MH-(10) STA 31+11.54 RIM ELEV=4719.12 (APPROX.) INV IN (W) = 4699.86 INV OUT (E) = 4699.66 DEPTH = 19.46' 496.00 LF 27" PVC @ 0.150% MH-(12) STA 41+11.54 RIM ELEV=4715.63 (APPROX.) INV IN (W) = 4697.96 INV OUT (N) = 4697.76 DEPTH = 17.87' MH-(11) STA 36+11.54 RIM ELEV=4719.31 (APPROX.) INV IN (W) = 4698.91 INV OUT (E) = 4698.71 DEPTH = 20.60' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2020COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\004 NW CROSSING MASTER SITE PLAN\ACAD\EXHIBITS - CONCEPTUAL 2020\202007_BAXTEREXTENSIONSNWCROSSING.DWG PLOTTED BY:LEE HAGEMAN ONJul/13/2020 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle   NORTHWEST CROSSING SEWER ANALYSISBOZEMAN MONTANA PROPOSED SEWER MAIN EXTENSIONS STA 28+00 TO STA 42+00 5659.004   SS-3 LRH LRH MEE                               DRAFT JULY 2020 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 EXISTING SANITARY SEWER MANHOLE - TO BE ABANDONED (TYP.) NORTON SEWER - SS MH-1 (APPROXIMATE LOCATION - TO BE ABANDONED) NORTON SEWER (27") (APPROXIMATE LOCATION) EXISTING 27" SEWER (TO BE ABANDONED) EXISTING MANHOLE - CORE 21" SEWER OUTLET (N) AND CAP 27" SEWER MAIN (E) PROPOSED 21" SEWER NORTON SEWER - SS MH-1A (APPROXIMATE LOCATION - TO BE REMOVED / REPURPOSED) BAXTER LN