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HomeMy WebLinkAbout016 - C-9 - SEWER P & PGISSP NGNGNGNGNGNGNG XXXXXXXXXXW W W W W W WBPBPBPBPBPBPBPBP GISSP NGNGNGNGNGNGNG XXXXXXXXXXW W W W W W WBPBPBPBPBPBPBPBP 15S8S8SEEEEEEEEEEEEEEEEE8S8S8S8S8S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15S15SSSSSSSSSSSEW W W W W W W15S15SBPBPBPBPBPBPBPBP SSSSSFMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFM EEEEEEEEEEXXXXXXXXXXBPBPBPBPBPBP 0+001+00 2+00 2+8514.4 LF 8" Ø PVC WITH END CAPAND MARKER POST @ 0.50%EXISTING 30' SEWER EASEMENT EXISTING 30'SEWER EASEMENTSSMH-02STA 2+14.10, 0.00'WETWELLSTA 2+34.91, 1.47' LTSSMH-01STA 0+67.27, 0.00'EXST MHSTA 0+25.00, 0.00'STA 1+28.68NEW 4" SERVICE WYE475047604770478047904800475047604770478047904800141.8 LF 15" Ø PVC Pipe @ 0.65%37.3 LF 8" Ø PVC Pipe @ 0.45%12.3 LF 15" Ø PVC Pipe @ 0.65%SSMH-01INSTALL NEW 60" Ø INSIDE DROP MANHOLESTA 0+67.27RIM ELEV = 4783.158" INV IN (N) = 4770.3815" INV IN (S) = 4776.5715" INV IN (S) = 4769.9115" INV OUT (E) = 4769.71DEPTH = 13.44'WETWELLINSTALL NEW 12.0' X 9.0' STRUCTURESTA 2+34.91RIM ELEV = 4783.1415" INV IN (S) = 4768.61DEPTH = 29.00'INTERIOR OF STRUCTURE SHALL BECOATED WITH AN H2S-RESISTANT LINERPER THE PROJECT SPECIFICATIONSSSMH-02INSTALL NEW 60" Ø MANHOLESTA 2+14.10RIM ELEV = 4782.6115" INV IN (W) = 4768.798" INV IN (E) = 4769.2615" INV OUT (N) = 4768.69DEPTH = 13.83'EXST MHPRESERVE EXST. 60" Ø MANHOLESTA 0+25.00RIM ELEV = 4782.098" INV IN (NW) = 4771.148" INV OUT (S) = 4770.5515" INV OUT (E) = 4770.44DEPTH = 11.65'CONTRACTOR SHALL RE-GROUT CHANNELTO DIRECT FLOW TO THE SOUTHFG-EG-4781.510+00FG-EG- FG-4782.97 EG-4783.011+00FG-4782.70 EG- FG-4782.70 EG-2+00FG-4782.46 EG-4782.17 FG- EG-3+00INV-INV-4770.45 INV-4769.51 INV-4769.19 INV-4768.86 INV- INV-(DROP INVERT)(PLUG AND ABANDON)EXISTING GRADEAT PIPE CENTERLINEPROPOSED GRADE@ PIPE CENTERLINEGROUT AROUND EXST 15" TO NEW 8"4" SERVICE WYESTA 1+28.68INV=4770.58(SEE SHEETS M-4 & M-5 FOR INTERNALCOMPONENTS AND DETAILED CROSSSECTIONS)2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\SHEETS\1-CIVIL\C-8_GRAVITYSEWER-P&P.DWGREVISIONS DRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleVERIFY SCALE AND COLOR!THIS SHEET MAY BE REDUCED AND ISINTENDED TO BE IN COLOR. THE BARBELOW WILL MEASURE ONE INCH ATORIGINAL DESIGN SCALE AND RED,GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.MODIFY SCALE ACCORDINGLY!PLOTTED BY:LEE HAGEMAN ON Jun/04/2025 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAGRAVITY SEWER PLAN AND PROFILE10678.00116C-9LRHLRHLRH06/2025 AGENCY REVIEW (REVISION 2)JUNE 20250VERT. SCALE IN FEET0HORIZ. SCALE IN FEET5101020510102005/29/2025GRAVITY SEWERINSTALL 37 LF 8" SDR-35 PVC & 154 LF 15" SDR-35 PVC SEWER PIPETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGSEWER NOTES1.CONTRACTOR SHALL PROVIDE BYPASS PUMPING TO AN APPROVED DISCHARGE LOCATION WHILE PERFORMING THIS WORK IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS.2.ALL PERMITTING AND TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING3.INSTALL NEW STANDARD ECCENTRIC SANITARY SEWER MANHOLE PER CITY OF BOZEMAN STANDARD DETAIL 02720-03 AND 02730-5 UNLESS OTHERWISE NOTED.4.INSTALL NEW SANITARY SEWER SERVICES USING SDR-26 PVC PER CITY OF BOZEMAN STANDARD DETAIL 02730-2 OR 02730-3 (DEPENDING ON DEPTH).PROPERTY BOUNDARY (TYP.)STREET RESTORATION1.UTILITY TRENCH SHALL BE RESTORED USING FLOWABLE FILL INACCORDANCE WITH DETAIL 2 ON SHEET SD-4.2.CONTRACTOR SHALL PATCH ANY CURB AND/OR SIDEWALK REMOVED TO THEORIGINAL LINES AND GRADES.3.THE CONTRACTOR SHALL REPLACE ASPHALT TO MATCH THE EXISTINGTHICKNESS. A TACK COAT SHALL BE INSTALLED BETWEEN EXISTING ANDPROPOSED ASPHALT MATERIALS.4.THE CONTRACTOR SHALL RE-ESTABLISH ANY STREET MARKINGS USINGSIMILAR MATERIALS.PLUG AND ABANDON EXISTING15" PIPE TO WETWELLRE-GROUT EXISTINGCHANNEL TO FLOW FROMNORTH TO SOUTHCONTRACTOR SHALL REPLACEEXISTING CURB TO THE ORIGINALLINES AND GRADESCONTRACTOR TO INSTALL FLOWABLE FILLAND RESTORE, ASPHALT SURFACING ANDMARKINGS TO THE ORIGINAL CONDITION(EXTENTS SHOWN ARE APPROXIMATE)EXISTING 4" WHITE MARKINGEXISTING 8" WHITE MARKINGLAUREL PARKWAY EXISTING YELLOW MARKING (TYP.)PROPOSED YELLOW MARKING (TYP.)PROPOSED 8" WHITE MARKINGPROPOSED 4" WHITE MARKINGRELOCATED 2" CURB STOP FORBUILDING FLOOR DRAIN(CONVERT DOWNSTREAM TO 4"SDR-26 USING ECCENTRIC REDUCERAND CONTINUE 4" TO SERVICE WYE)EXISTING BURIED POWERSTA 0+94.67EXISTING BURIED POWER CONTRACTOR TO INSTALL FLOWABLE FILLAND RESTORE, ASPHALT SURFACING ANDMARKINGS TO THE ORIGINAL CONDITION(EXTENTS SHOWN ARE APPROXIMATE)