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HomeMy WebLinkAbout020 - C-13 - FM P & PVERT BEN D VERT B E N DFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM SSSSSSSSSSSSNGNGNGNGNGNGNGNG NG NG NG W W W W W W W W 47894790 479 0 479 14790 4791 4790 479047 9 1 4790 4790 EX. MH-5STA 27+44.04, 0.00'RIM=4791.28PI: 27+30.83STA 25+83.36BEGIN 10" HDPE& DIRECTIONAL BORING20+0021+0022+00 23+00 24+00 25+00 26+00 27+00 27+548"x45° BENDSTA 27+30.79, 0.01' LT8"x45° BENDSTA 27+25.53, 0.00' LT8"x45° BENDSTA 27+22.59, 0.00' LT477047754780478547904795477047754780478547904795STA 27+30.79NEW 8"x45° BEND8" INV = 4785.03EXISTING 12" SEWERMAIN CROSSINGSTA 27+22.55FG-EG-4789.3321+00FG-EG-4789.79FG-EG-4789.8422+00FG-EG-4790.11 FG- EG-4790.0923+00FG- EG-4789.73 FG- EG-4790.4024+00FG- EG-4790.35 FG- EG-4790.9825+00FG- EG-4791.25 FG- EG-4790.1026+00FG- EG-4790.94 FG- EG-4791.5527+00FG- EG-4791.20 FG- EG-28+00INV-4780.93INV-4781.13INV-4781.15INV-4781.18 INV-4781.20 INV-4781.23 INV-4781.26 INV-4781.28 INV-4781.31 INV-4781.33 INV-4781.46 INV-4781.69 INV-4781.93 INV- INV-EXISTING 60" SSMH-5STA 27+44.04RIM ELEV = 4791.2818" INV IN (S) = 4784.378" INV IN (SW) = 4785.0418" INV OUT (N) = 4784.27DEPTH = 6.80'CONTRACTOR SHALL SPRAYAPPLY AN H2S RESISTANTCOATING TO MANHOLEINTERIOR PER PROJECTSPECIFICATIONSSTA 26+25.81 WATERWAY CROSSING 18" MIN(TYP.)EXISTING WATER MAIN CROSSINGSTA. 27+12.30STA 25+77.35TRANSITION FROM 8" C900 PVCAND BEGIN DIRECTIONAL DRILLINGW/ 18" HDPE CASING PIPEAND 10" HDPE CARRIER PIPEINCLUDE END SEALS ANDCENTRALIZERS PER STANDARD DETAILSSTA 27+25.53NEW 8"x45° BEND8" INV = 4785.00STA 27+22.59NEW 8"x45° BEND8" INV = 4782.04END DIRECTIONAL DRILLINGAND 18" HDPE CASING PIPETRANSITION FROM 10" HDPE PIPEAND BEGIN 8" C900 PVCSTA 26+62.04 NG CROSSING DEPTH UNKNOWN24" MINVERTICAL SEPARATION(TYP.)DEFLECTIONSTA 21+23.22ELEV=4781.11VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2025COPYRIGHT © MORRISON-MAIERLE,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYP:\10678-LAUREL PARKWAY LLC\001 - NORTON RANCH LIFT STATION\ACAD\SHEETS\1-CIVIL\C-9_TO_C-15_FORCEMAIN-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 scientistsMorrisonMaierlePLOTTED BY:LEE HAGEMAN ON Jun/05/2025 NORTON RANCH LIFT STATION UPGRADES BOZEMANMONTANAFORCE MAIN PLAN AND PROFILESTA 21+00 TO 28+0010678.00120C-13RSNLRHLRH06/2025 AGENCY REVIEW (REVISION 2)JUNE 20250VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.53361530306005/29/2025COTTON WOOD ROADEXISTING GRADE60' STREET & UTILITYEASEMENT(PLAT J-320)GENERAL NOTES1.INSTALL DETECTABLE WARNINGTAPE AND TRACER WIRE ABOVEFORCE MAIN, SEE DETAIL 4 ONSHEET SD-1.2.CORE INTO EXISTING MANHOLE, SEEDETAIL 5 ON SHEET SD-1.3.CONTRACTOR SHALL COORDINATEWITH THE CITY REGARDING TRAFFICCONTROL, STREET CUT PERMITS,ETC.SEWER FORCE MAININSTALL 499 LF 8" DR-25 C900 PVC PIPE. INSTALLTYPE A TRENCH BACKFILL & TYPE 1 BEDDING145 LF 10" DR-11 HDPE VIA DIRECTIONAL DRILLING6.00' MIN COVERREPLACE CURB AND GUTTER,ASPHALT & STRIPING TO EXISTINGOR BETTER CONDITIONS. SEESTREET RESTORATION NOTESTHIS SHEET.UNNAMED TRIBUTARY TO BAXTER CREEK EXISTING 12"NATURAL GAS MAINEXISTING NATURALAND BURIEDPOWERKEY NOTESHIGH PRESSURE NATURAL GASMAIN. CONTRACTOR SHALLPHYSICALLY LOCATE LINE PRIORTO WORK.CONTRACTOR SHALL COORDINATEIF WORKING NEAR AND HAVENORTHWESTERN ENERGYREPRESENTATIVE ONSITE DURINGWORK.CALL JOE CARMODY(406) 497-2276TRANSITIONS BETWEEN C900 PVCAND HDPE SHALL BE PERFORMEDIN ACCORDANCE WITHSPECIFICATION SECTION 40 05 10.11EXISTING 12" WATER MAINSTREET RESTORATION1.UTILITY TRENCH SHALL BE RESTOREDUSING FLOWABLE FILL IN ACCORDANCEWITH DETAIL 2 ON SHEET SD-4.2.CONTRACTOR SHALL PATCH ANY CURBAND/OR SIDEWALK REMOVED TO THEORIGINAL LINES AND GRADES.3.THE CONTRACTOR SHALL REPLACEASPHALT TO MATCH THE EXISTINGTHICKNESS. A TACK COAT SHALL BEINSTALLED BETWEEN EXISTING ANDPROPOSED ASPHALT MATERIALS.4.THE CONTRACTOR SHALL RE-ESTABLISHANY STREET MARKINGS USING SIMILARMATERIALS.EXISTING WETLANDSMATCH LINE STA 21+00 222