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48 SS-2 Gravity Sewer Profiles 7-13-20
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 )