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HomeMy WebLinkAbout019 - C-12 - FM P & PFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM478447854786 478647864786 47884787478847 8 94790 XXXXXXXXXXXSTA 13+96.87END CROSSING WETLANDCONSERVATION EASEMENTDOC. No. 2299907STA 14+78.95WETLANDS ENDSTA 15+03.82END DIRECTIONAL BORINGW/ 10" HDPE PIPEAND 18" CASING PIPE13+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00477047754780478547904795477047754780478547904795STA=15+24.71ELEV=4776.35FG-EG-4785.1514+00FG-EG-4785.55FG-EG-4786.5915+00FG-EG-4787.58 FG- EG-4787.9516+00FG- EG-4787.69 FG- EG-4787.9917+00FG- EG-4787.26 FG- EG-4787.1018+00FG- EG-4787.08 FG- EG-4786.9519+00FG- EG-4787.85 FG- EG-4788.1420+00FG- EG-4788.84 FG- EG-4789.3321+00INV-4775.75INV-4775.99INV-4776.23INV-4776.55 INV-4776.95 INV-4777.35 INV-4777.74 INV-4778.14 INV-4778.54 INV-4778.94 INV-4779.34 INV-4779.73 INV-4780.13 INV-4780.53 INV-4780.93 STA 14+78.80WETLANDS END25.00'STA 15+03.82END DIRECTIONAL DRILLINGAND 18" HDPE CASING PIPETRANSITION FROM 10" HDPE PIPE AND BEGIN 8" C900 PVC8" PLUG VALVESTA 15+25.008" INV = 4776.350VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.53361530306005/29/2025VERIFY 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 14+00 to 21+0010678.00119C-12RSNLRHLRH06/2025 AGENCY REVIEW (REVISION 2)JUNE 2025EXISTING GRADEMATCH LINE STA 14+00 MATCH LINE STA 21+00 60' STREET & UTILITYEASEMENT(PLAT J-320)CONTRACTOR TO RESTORE EXISTING GRAVELTRAILS TO PRE-CONSTRUCTION CONDITION.GENERAL NOTES1.INSTALL DETECTABLE WARNINGTAPE AND TRACER WIRE ABOVEFORCE MAIN, SEE DETAIL 4 ONSHEET SD-1.2.INTERIOR WELD BEADS ON 18-INCHHDPE CASING PIPE MUST BEREMOVED PRIOR TO INSTALLATIONOF CARRIER PIPE.SEWER FORCE MAININSTALL 596 LF 8" DR-25 C900 PVC PIPETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGINSTALL 104 LF OF 18" DR-11 HDPE VIA DIRECTIONAL DRILLING WITH 10" DR-11 FORCE MAIN CARRIER6.00' MIN COVEREXISTING WETLANDSCONTRACTOR SHALL RE-VEGETATE GRASSWHERE DISTURBED TO PRE-CONSTRUCTIONCONDITIONS.GRASS SHALL BE NATIVE DROUGHTRESISTANT MIX PER CITY OF BOZEMANREQUIREMENTS. AREA SHALL BE RESTOREDTO A MOWABLE CONDITION USING SCREENEDTOPSOIL WITH NO ROCKS LARGER THAN 3/4".EXISTING WETLANDSKEY NOTESTRANSITIONS BETWEEN C900PVC AND HDPE SHALL BEPERFORMED IN ACCORDANCEWITH SPECIFICATION SECTION40 05 10.111