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018 - C-11 - FM P & P
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM47834784 47854786 4785478747864785478447834784 4785478647864786 XXXXXXXXXXXX PI: 6+89.97 PI: 8 + 3 7 . 4 4 PI: 9+75.12PI: 9+97.02STA 10+54.18BEGIN CROSSING WETLANDCONSERVATION EASEMENTDOC. No. 2299907STA 10+02.75BEGIN DIRECTIONAL BORINGW/ 10" HDPE PIPEAND 18" CASING PIPESTA 13+96.87END CROSSING WETLANDCONSERVATION EASEMENTDOC. No. 2299907STA 14+78.95WETLANDS END7+00 8+0 0 9+0010+00 11+00 12+00 13+00 14+00 15+00 8"x22 1/2° BENDSTA 5+57.20, 0.00' LT8"x11 1/4° BENDSTA 6+89.97, 0.00' LT8"x45° BENDSTA 8+37.44, 0.00' LT8"x22 1/2° BENDSTA 9+75.12, 0.00' LT8"x45° BENDSTA 9+97.02, 0.00' LT476547704775478047854790476547704775478047854790STA 8+37.44NEW 8"x45° BEND8" INV = 4774.61STA 9+75.12NEW 8"x22 1/2° BEND8" INV = 4773.83STA 9+97.02NEW 8"x45° BEND8" INV = 4773.84FG-EG-4783.417+00FG-EG-4783.81FG-EG-4784.058+00FG-EG-4784.51 FG- EG-4785.219+00FG- EG-4785.34 FG- EG-4786.0710+00FG- EG-4786.36 FG- EG-4784.2211+00FG- EG-4783.42 FG- EG-4783.6112+00FG- EG-4783.40 FG- EG-4784.2713+00FG- EG-4785.02 FG- EG-4785.1514+00INV-4774.62INV-4774.62INV-4774.61INV-4774.53 INV-4774.23 INV-4773.93 INV-4773.85 INV-4774.09 INV-4774.33 INV-4774.57 INV-4774.80 INV-4775.04 INV-4775.28 INV-4775.52 INV-4775.75 501.08 LF 10" HDPE & 18" HDPE CASINGSTA 10+27.75 50' WATERCOURSE SETBACK STA 10+49.82 30' WATERCOURSE SETBACK STA 13+95.32 WETLANDS BEGIN STA 12+27.80 30' WATERCOURSE SETBACK STA 12+57.68 50' WATERCOURSE SETBACK25.00'342.69' OF WETLAND CONSERVATION EASEMENTNO CONSTRUCTION EQUIPMENT ALLOWED!STA 10+02.75TRANSITION FROM 8" C900 PVCAND BEGIN DIRECTIONAL DRILLINGW/ 18" HDPE CASING PIPEAND 10" HDPE CARRIER PIPEINCLUDE END SEALS ANDCENTRALIZERS PER STANDARD DETAILS8" PLUG VALVESTA 9+65.128" INV = 4773.84VERIFY 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 7+00 TO 14+0010678.00118C-11RSNLRHLRH06/2025 AGENCY REVIEW (REVISION 2)JUNE 2025MATCH LINE STA 7+00 0VERT. SCALE IN FEET0HORIZ. SCALE IN FEET1.53361530306005/29/2025MATCH LINE STA 14+00 30' WETLAND/WATERCOURSE OFFSETEXISTING GRADE50' WETLAND/WATERCOURSE OFFSETABANDONED NO NAMEIRRIGATION DITCHBAXTER CREEKWETLANDCONSERVATIONEASEMENT:NO CONSTRUCTIONEQUIPMENT ALLOWED!STA 11+27.46 BAXTER CREEK CL 20' SEWER EASEMENT15' TEMPORARYCONSTRUCTION EASEMENTEXISTINGWETLANDSGENERAL 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 303 LF 8" DR-25 C900 PVC PIPETYPE A TRENCH BACKFILL & TYPE 1 BEDDINGINSTALL 397 LF OF 18" DR-11 HDPE VIA DIRECTIONAL DRILLING WITH 10" DR-11 FORCE MAIN CARRIER6.00' MIN COVERFUTURE VAUGHN DRIVE ROW60'ROWBAXTER CREEK 100 YRFLOOD HAZARD EXTENTSKEY NOTESTRANSITIONS BETWEEN C900PVC AND HDPE SHALL BEPERFORMED IN ACCORDANCEWITH SPECIFICATION SECTION40 05 10.111