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>>>>>>>>>>>>>S8S8S8S8S8S8S8S8S8SSW. GARFIELD STREETINVENTION DRIVEH Y D8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W20.00' BOZEMAN FIBERUTILITY EASEMENTPER DOC. NO. 2545979AURORA LEASEAREA (TYP.)BOZEMAN FIBERCONSTRUCTION EASEMENTPROPOSED ELECTRIC AND GASSERVICES TO BUILDINGEXISTING BURIEDPOWER, GAS AND TVEXISTING BOZEMANFIBER BUILDINGSSSSSSSSSSSSSSSSSWS WS
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SSSSS12SD12SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SD15SDTBPABANDON EXISTING WATERMAIN STUB AT GARFIELD MAIN.30.20'11.00'32.50' PUBLIC STREET AND UTILITYEASEMENT PER DOC. NO. 21275012.50' PUBLIC STREET AND UTILITYEASEMENT PER DOC. NO. 2594392PROPOSED 80.00'PUBLIC ROAD ANDUTILITY EASEMENTPROPOSED 10.00'PUBLIC UTILITYEASEMENTN90°00'00"E 319.95'N0°02'47"E 269.96'issue dateproject #phasesheet
project
ownerrevisiondate2/24/2022 1:56:20 PM
C2.1UTILITY PLAN
21087.00UDC SITESUBMISSIONAURORA TECHNOLOGIES
INNOVATION CAMPUS PARTNERS
N:\5755\008-Aurora\ACAD\Sheets\5755.008-UtilityPlan_C2.1.dwg 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THEPROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TOEXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3.ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY AGENCY AND/OR ENGINEER.4.ALL TRENCHES WITHIN THE GARFIELD STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH FLOWABLE FILL FROM THE TOP OF PIPEBEDDING TO THE BOTTOM OF THE ASPHALT SECTION.5.ALL SEWER SERVICE PIPE SHALL BE 4 INCH DIAMETER SDR 35 PVC INSTALLED AT 2% TO 4% SLOPE.6.INSTALL INSULATION OVER ALL SEWER PIPE WITH LESS THAN 4 FEET OF COVER PER DETAIL ON SHEET C5.47.INSTALL CLEANOUTS AS DETAILED ON THE PLAN AND AT MAXIMUM SPACING OF 100 FT.GENERAL NOTES:FIRE RISER ROOMFIRE SERVICE LINESEE SHEET C2.2PROPOSED 2"DOMESTIC WATERSERVICESTORM DRAINSEE GRADING ANDDRAINAGE SHEETSCONNECT TO 4" SANITARY SEWERSERVICE WITH CLEANOUTINV @ BUILDING =±80.70INV @ DOWNSTREAM END OF CO = 75.25CONNECT TO 4" SANITARY SEWERSERVICE WITH CLEANOUTINV @ BUILDING =± 81.04INV @ DOWNSTREAM END OF CO = 75.00HORIZONTAL BENDAND CLEANOUTINV = ± 74.24HORIZONTAL BENDAND CLEANOUTINV = ± 70.50INSTALL BOTH SEWER SERVICES APPROX 3FT APART, PARALLEL AND AT THE SAME GRADEEXISTING 8" SEWER MAINCONNECT TO EXISTING SEWER SERVICE STUBSINV = ±68.64±49 LF @ 2.0%±277 LF @ 2.0%±110 LF @ 4.0%±83 LF@ 2.0%LUMINAIRE (TYP.)SEE ELECTRICAL SHEETSengineers surveyors planners scientists
MorrisonMaierle 03/25/20221 6/15/2203.25.20221REVISED UTILITY CONNECTIONLOCATIONS AT BUILDING.1SEWER/ STORMCROSSING MAINTAINMIN 1.5FT CLEARANCE