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HomeMy WebLinkAbout041c W-1 Plan and Profile Water 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+50 -0+10 0+00 1+00 1+61 SSSS8S8S8S8S 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 8W 8W8W8W8WWVWV WSWS8W8W8W-0+10 0+00 1+00 1+61 CP BF CWSWS 9+ 0 0 1 0 + 0 0 11 + 0 0 12+0013+0014+0015+0016+0017+0018+0019+0020 + 0 0 20 + 6 8 P C : 1 1 + 4 6 . 4 7 PT: 12+93.28PC: 17+43.25P T : 1 8 + 9 0 . 4 6 FHYD ASS'Y STA: 14+14.27, -14.50 L FHYD ASS'Y STA: 17+81.11, -15.30 L FHYD ASS'Y STA: 10+02.63, -3.69 L -0+100+001+001+61SSSS8S8S8S-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??? 13+00 PT: 12+ 9 3 . 2 8 4690 4700 4710 4690 4700 4710 FG-EG--0+50 FG-4705.79EG-4705.790+00 FG-4704.21EG-4704.211+00 FG-4705.40EG-4705.40FG-EG-2+00 VERIFY 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_WATER 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 - WATER MAIN 5311.001.01 ---- W-1 CJF MGH JRN 01/2022 CONSTRUCTION DRAWINGS 01/2022 FINISH GRADE (TYP.) 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 EXISTING GRADE (TYP.) FHYD ASS'Y STA: 17+80.00, -21.50 L FHYD ASS'Y STA: 14+10.00, -21.50 L LOT 2 LOT 1 COMMON OPEN SPACE 1 SHADY GL E N L A N E CONNECT TO EXISTING TEE AT FIRE HYDRANT STA: 20+34.82, 11.00' L BRIDGER CENTER SUBDIVISION VILLAGE GREENS TOWNHOUSES EXISTING POND EMERGENCY ACCESS SEE SHEET D-1 BOYLAN ROAD CONNECT TO EXISTING TEE AT FIRE HYDRANT STA: 20+34.82, 11.00' L WATER MAIN TO BOYLAN ROAD SEE PROFILE AT LEFT SEWER MAIN TO BOYLAN ROAD SEE SHEET SS-1 STA: 12+74.90 PROPOSED 8" SAN. SEWER CROSSING THE LINKS CONDOMINIUMS 1.5' MIN. COVER COMMON OPEN SPACE 2 IRRIGATION CONTROLLER AND METER PIT STA 0+11.83, 5.50' LT NEW 8"x8" TEE STA 0+16.83, 5.50' LT NEW 8" GATE VALVE EXISTING GRADE FINISHED GRADE 6.5' MIN. COVER PROPOSED 12" CULVERT INSTALL INSULATION. SEE DETAIL INV. = 4703.00 INV. = 4703.20 STA 1+07.00 28-LF 12" HP STORM @ 0.71%SHADY GLEN LANEBOYLAN ROADLOT 7 FINISHED GRADE - STA: 1+51.39, 5.50' LT INSTALL 8"x8" TAPPING TEE ON EXISTING 8" DI WATER MAIN WATER MAIN TO BOYLAN ROAD STA: 1+51.39, 5.50' LT INSTALL 8"x8" TAPPING TEE ON EXISTING 8" DI WATER MAIN 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 COMMON OPEN SPACE 04 COMMON OPEN SPACE 04 COMMON OPEN SPACE 04 COMMON OPEN SPACE 1