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HomeMy WebLinkAbout041d SS-1 Plan and Profile Sewer Main4670 4680 4690 4700 4710 4720 4730 4670 4680 4690 4700 4710 4720 4730 FG-EG-4701.539+50FG-EG-4701.53FG-EG-4702.9110+00 FG-4707.71EG-4704.26FG-4707.36EG-4704.0011+00 FG-4707.01EG-4704.19FG-4706.66EG-4704.7012+00 FG-4706.31EG-4705.14FG-4706.32EG-4707.9813+00 FG-4707.06EG-4709.99FG-4708.16EG-4709.6014+00 FG-4709.26EG-4710.75FG-4710.36EG-4712.2315+00 FG-4711.26EG-4712.99FG-4711.76EG-4712.8516+00 FG-4712.06EG-4713.01FG-4712.36EG-4712.5917+00 FG-4712.66EG-4712.76FG-4712.90EG-4711.8318+00 FG-4712.86EG-4711.00FG-4712.57EG-4710.8319+00 FG-4712.25EG-4710.97FG-EG-4712.0020+00 FG-EG-4711.6020+50SSMH #3STA 10+30.00RIM ELEV=4708.06INV. OUT (E) = 4701.60SSMH #2STA 11+54.91, 1.10' LTRIM ELEV = 4707.24INV. IN (W) = 4701.12INV. OUT (SE) = 4700.92SSMH #1STA 12+76.95, 0.15' LTRIM ELEV = 4706.44INV. IN (NW) = 4700.46INV. IN (S) = 4700.46INV. OUT (NE) = 4700.26SSMH #4STA 15+20.00RIM ELEV = 4709.96INV. IN (S) = 4702.57INV. OUT (N) = 4702.37SSMH #5STA 17+76.77, 9.02' RTRIM ELEV = 4713.77INV. OUT(N) = 4704.60121.00 LF 8" SDR 35 PVC @ 0.40%115.20 LF 8" SDR 35 PVC @ 0.40% 239.06 LF 8" SDR 35 PVC @ 0.80% 254.0 LF 8" SDR 35 PVC @ 0.80% 4670 4680 4690 4700 4710 4720 4730 4670 4680 4690 4700 4710 4720 4730SSSS8S8S8S8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S -0+10 0+00 1+00 1+61 8W8W8W8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W8W8W 8W 8W WVWV WSWS8W8W8W-0+10 0+00 1+00 1+61 CP BF CWSWS -0+10 0+00 1+00 1+61 9 0010 0011 0 0 12 0013 0014 0015 0016 0017 0018 001 9 0 0 20 0 0 2 0 6 8 SSMH #3 STA: 10+30.00, 0.00 RT SSMH #2 STA: 11+54.99, -0.24 LT SSMH #1 STA: 12+80.57, 7.49 RT SSMH #4 STA: 15+24.27, 8.00 RT SSMH #5 STA: 17+79.57, 12.75 RT []GWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWGWSSMH #1 STA: 12+80.57, 7.49 RT 4675 4680 4690 4700 4710 4675 4680 4690 4700 4710 EG--0+50 EG-4705.790+00 EG-4706.12EG-4704.211+00 EG-4705.40EG-2+00 164.89 LF 8" PVC @ 0.40%SSMH #1STA 0+00.81, 5.50' RTRIM EL. = 4706.44INV. IN (NW) = 4700.46INV. IN (S) = 4700.46INV. OUT (NE) = 4700.26EXISITNG MANHOLESTA 1+66.06, 5.50' RTRIM EL. = 4705.68±EXIST. INV. IN (NE) = 4699.45±EXIST. INV. IN (SE) = 4699.43±PROP. INV. IN (SW) = 4699.62EXIST. INV. OUT (NE) = 4699.35±SSSS8S8S8S-0+100+001+001+618W8WWVWV 8W 8W 8W-0+100+001+001+61NEW 8 IN X 8 IN" ELBOW??? NEW 8 IN X 8 IN" ELBOW???-0+100+001+001+6113 00 GWGWGWGWVERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2022COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5311\001.01 - PUD\ACAD\SHEETS\5311-001_SEWER P&P.DWG PLOTTED BY:MIKE G. HICKMAN ON Feb/17/2022 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 SHADY GLEN PUD BOZEMAN MONTANA PLAN AND PROFILE - SEWER MAIN 5311.001.01 ---- SS-1 CJF MGH JRN 01/2022 CONSTRUCTION DRAWINGS 01/2022 FINISH GRADE (TYP.)EXISTING GRADE (TYP.) LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 SHADY GL E N L A N E BRIDGER CENTER SUBDIVISION VILLAGE GREENS TOWNHOUSES EXISTING POND EMERGENCY ACCESS SEE SHEET R-2 BOYLAN ROAD WATER MAIN TO BOYLAN ROAD SEE SHEET W-1 SEWER MAIN TO BOYLAN ROAD SEE PROFILE AT LEFT THE LINKS CONDOMINIUMS LOT 16 INV. = 4703.00 INV. = 4703.20 STA 1+07.00 30-LF 12" HP STORM @ 0.67%SHADY GLEN LANEBOYLAN ROADLOT 8 EXISTING GRADE FINISHED GRADE PROPOSED 12" HP STORM CULVERT EXISTING SEWER MANHOLE SSMH #1 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 510 10 20 2550 50 100 SEWER MAIN TO BOYLAN ROAD FINISHED GRADE COMMON OPEN SPACE 02 COMMON OPEN SPACE 03 COMMON OPEN SPACE 04 COMMON OPEN SPACE 01 COMMON OPEN SPACE 05 SSMH #1A