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HomeMy WebLinkAboutMSU Innovation Campus - Technology Blvd West and Invention DrivePROJECTLOCATIONPROPOSED LEASE AREA4.896 ACRES >>BOZEMANGALLATINPLENTYWOODSHERIDANSCOBEYDANIELSWOLF POINTROOSEVELTSIDNEYRICHLANDGLENDIVEDAWSONWIBAUXWIBAUXBAKERFALLONEKALAKACARTERBROADUSPOWDER RIVERMILES CITYCUSTERTERRYPRAIRIECIRCLEMCCONEGLASGOWVALLEYJORDANGARFIELDFORSYTHROSEBUDHYSHAMTREASUREHARDINBIG HORNRED LODGECARBONCOLUMBUSSTILLWATERBILLINGSYELLOWSTONEROUNDUPMUSSELSHELLRYEGATEGOLDENVALLEYWINNETTPETROLEUMLEWISTOWNFERGUSMALTAPHILLIPSCHINOOKBLAINEHAVREHILLFORTH BENTONCHOUTEAUCHESTERLIBERTYSTANFORDJUDITHBASINGREAT FALLSCASCADEHARLOWTONWHEATLANDWHITE SULPHURSPRINGSMEAGHERTOWNSENDBROAD-WATERBIG TIMBERSWEETGRASSLIVINGSTONPARKVIRGINIA CITYMADISONDILLONBEAVERHEADBUTTESILVERANACONDADEERBOWLODGEBOULDERJEFFERSONHELENALEWISANDCLARKDEER LODGEPOWELLPHILIPSBURGGRANITEHAMILTONRAVALLIMISSOULAMISSOULASUPERIORMINERALTHOMPSON FALLSSANDERSPOLSONLAKECHOTEAUTETONCONRADPONDERASHELBYTOOLECUT BANKGLACIERKALISPELLFLATHEADLIBBYLINCOLNBOZEMAN, MONTANAMSU INNOVATION CAMPUSMAY, 2022VERIFY SCALETHESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING.MODIFY SCALE ACCORDINGLY!REGIONAL MAP - (Not to Scale)PROJECT SITEVICINITY MAP - (Not To Scale)COPYRIGHT © MORRISON-MAIERLE, INC.2024THIS DOCUMENT WAS PREPARED BYMORRISON-MAIERLE, INC. AND MAY CONTAINCONFIDENTIAL AND/OR PRIVILEGED INFORMATION.MORRISON-MAIERLE, INC. RETAINS ALL COMMONLAW, STATUTORY, AND RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.UNAUTHORIZED USE OF THIS DOCUMENT ISSTRICTLY PROHIBITED AND MAY BE UNLAWFUL.PREPARED BY:©COPYRIGHT MORRISON-MAIERLE, INC.,20242880 Technology Boulevard West ■ Bozeman, MT 59718Phone: (406) 587-0721 Fax: (406) 922-6702engineerssurveyorsplannersscientistsPROJECT NO.: 5755.005APPROVED BY:MATTHEW E. EKSTROMPROJECT MANAGERRKnow what'sbelow.before you dig.CallTECHNOLOGY BOULEVARD IMPROVEMENTSSHEET INDEXSHEETTITLE COVERG-1GENERAL NOTESR-1TECHNOLOGY BLVD ROAD & STORM DRAIN PLANSD-1STORM POND DETAILSSS-1TECHNOLOGY BLVD SEWER PLANSS-2SEWER OUTFLOW PLANW-1TECHNOLOGY BLVD WATER PLANE-1ELECTRICAL DETAILSE-2ELECTRICAL DETAILSE-3OVERALL LIGHTING PLANE-4LIGHTING PHOTOMETRICSD-1SITE DETAILSD-2UTILITY DETAILSD-3INTERSECTION DETAILSD-4CONCRETE TRAIL PLAN AND PROFILEW. COLLEGE STW. GARFIELD STW. LINCOLN STS. 19TH AVE HU F F I N E L AN E06/19/2024POINT101SURVEY CONTROL POINTSNORTHINGEASTINGELEVATIONDESCRIPTION20000.000030000.00004867.67CP NAIL10320229.912130437.40084864.69CP NAIL10519044.575630051.66334879.49CP NAIL11019560.600631482.78874871.27CP REBAR11219630.582829891.38094871.87CP MAG NAIL11319020.074030785.53674881.39CP REBAR11519484.815331222.73164869.64CP MAG NAIL11620285.720430897.97694862.79CP REBARRECORD DRAWING HY DLEGEND EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN FACILITIES EXISTING FIBER/TELEPHONE FACILITIES EXISTING ELECTRICAL FACILITIES EXISTING GAS FACILITIES EXISTING TRAFFIC SIGN EXISTING WELL EXISTING CMP CULVERT EXISTING RCP CULVERT ESD EXISTING STORM SEWER MAIN ES EXISTING SAN SEWER MAIN ESS EXISTING SAN SEWER SERVICE F EXISTING FIBER OPTIC EXISTING UNDERGROUND POWEREE EXISTING UNDERGROUND TELEPHONET C C EXISTING UNDERGROUND CABLE G G EXISTING GAS LINE EXISTING OVERHEAD POWER OHT OHT EXISTING OVERHEAD TELEPHONE P P EXISTING PETROLEUM LINE EW EXISTING WATER MAIN EWS EXISTING WATER SERVICE SD SD RD RD PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED ROOF DRAIN PROPOSED SAN SEWER CLEANOUTS WS WS UTIL UTIL PROPOSED GRAVITY SAN SEWER SERVICE PROPOSED DOMESTIC WATER SERVICE PROPOSED UTILITY CONDUIT SS SVC EXISTING BUILDING EXISTING BUILDING ROOF EXISTING CONCRETE EXISTING CURB FACE EXISTING CURB FLOWLINE EXISTING TOP BACK OF CURB EXISTING PARKING STRIPE EXISTING ASPHALT////// EXISTING GRAVEL EDGE EXISTING SIDEWALK PROPOSED BUILDING PROPOSED CONCRETE PROPOSED CURB FLOWLINE PROPOSED TOP BACK OF CURB PROPOSED PARKING STRIPE PROPOSED ASPHALT PROPOSED GRAVEL EDGE PROPOSED SIDEWALK GRAPHICAL SIDEWALK JOINT PROPOSED ASPHALT GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4654 4653.50 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4656 4655.50PERFPERFPROPOSED PERFORATED DRAIN PIPE PROPOSED IRRIGATION SLEEVE PROPOSED PRESSURIZED SAN SEWER SERVICESS FM SS FM FIRE FIRE PROPOSED FIRE SERVICE ABDN ABANDON AC ASPHALTIC CONCRETE, ALUMINUM CAP ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADJ ADJACENT, ADJUST AFF ABOVE FINISHED FLOOR ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURE, ARCHITECTURAL ARCP ARCHED REINFORCED CONCRETE PIPE ASPH ASPHALT AVG AVERAGE BC BUILDING CORNER BFF BELOW FINISHED FLOOR BH BOREHOLE BLDG BUILDING BLK BLOCK BM BENCHMARK BRG BEARING BW BOTTOM OF WALL CHK CHECK CI CAST IRON CIPC CAST IN-PLACE CONCRETE CIRC CIRCULAR CL CENTERLINE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CO CLEANOUT COB CITY OF BOZEMAN COMB COMBINATION CONC CONCRETE CONN CONNECT, CONNECTION COORD COORDINATE CP CONTROL POINT CPP CORRUGATED PLASTIC PIPE CSP CORRUGATED STEEL PIPE CTR CENTER CU CUBIC CU FT, CF CUBIC FEET CU IN CUBIC INCH CULV CULVERT CU YD CUBIC YARD D & L D&L FOUNDRY AND SUPPLY DBL DOUBLE DI DUCTILE IRON, DRAIN INLET DIA, Ø DIAMETER DIM DIMENSION DIR DIRECTION DTL DETAIL DWG DRAWING E EAST EA EACH, EDGE OF ASPHALT EC EDGE OF CONCRETE EG EDGE OF GRAVEL, EXISTING GROUND EJIW EAST JORDAN IRON WORKS EL, ELEV ELEVATION ELEC ELECTRIC, ELECTRICAL ENGR ENGINEER EP EDGE OF PAVEMENT EXC EXCAVATE EX EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FES FLARED END SECTION FET FLARED END TERMINAL FF FINISHED FLOOR FG FINISHED GRADE FHYD FIRE HYDRANT FL FLOWLINE FLR FLOOR FT FOOT, FEET FTG FOOTING GA GAGE, GAUGE GAL GALLON GB GRADE BREAK GFA GROSS FLOOR AREA GND GROUND GSP GALVANIZED STEEL PIPE GVL GRAVEL HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HWY HIGHWAY HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INSUL INSULATE INT INTERIOR INV INVERT LAT LATITUDE LF LINEAR FEET LONG LONGITUDE, LONGITUDINAL LT LEFT LVL LEVEL MATL MATERIAL MAX MAXIMUM MDT MONTANA DEPARTMENT OF TRANSPORTATION MECH MECHANICAL MFD MANUFACTURED MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NE NORTHEAST NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OHP OVERHEAD POWER PC POINT OF CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PRELIM PRELIMINARY PROP PROPERTY PT POINT, POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT RACET ROAD APPROACH CULVERT END TERMINAL R, RAD RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN REF REFERENCE REQD REQUIRED RT RIGHT R/W RIGHT-OF-WAY S SOUTH SAN SANITARY SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SEC SECTION SPEC SPECIFICATION SQ SQUARE SQ FT, SF SQUARE FOOT SQ IN SQUARE INCH STA STATION SS SANITARY SEWER STD STANDARD SVC SERVICE SW SIDEWALK, SOUTHWEST TB THRUST BLOCK TBC TOP BACK OF CURB TEMP TEMPORARY, TEMPERATURE TOC TOP OF CONCRETE TRANS TRANSITION TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UTIL UTILITY VERT VERTICAL VOL VOLUME VPD VEHICLES PER DAY W WEST W/WITH W/O WITHOUT WL WATERLINE TR WATER WSEL WATER SURFACE ELEVATION WV WATER VALVE XFMR TRANSFORMER YD YARD NOTE: FOR ABBREVIATIONS NOT LISTED, CONTACT THE ENGINEER. ABBREVIATIONS DETAIL AND SECTION DESIGNATION A - X-X SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION DRAWING NUMBER (OR SAME DRAWING) ON DRAWING WHERE SECTION OR DETAIL IS TAKEN: DRAWING NUMBER WHERE SHOWN ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER(S) WHERE TAKEN GENERAL NOTES: 1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. CONSTRUCTION NOTES: 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. 4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. 6.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION. 7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES. 8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. 10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. 13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER OR ENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER. 15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL. 16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED. 17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS. 21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. 23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4800' TO PROJECT DATUM. 24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY. 26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%. GENERAL UTILITY NOTES: 1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. 2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES. 3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE. 4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER AS SPECIFIED. IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING MAY BE REQUIRED. 6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN. 8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. 9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 10.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED. 11.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 12.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 13.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 14.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING. 15.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 16.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 17.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS. 18.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS. 19.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 20.GENERAL CONTRACTORS SHALL TRENCH FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.). DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES. 21.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MAGE. ENTITY POWER & GAS PROJECT CONTACT LIST FIRM OR AGENCY ADDRESS CONTACT PHONE & EMAIL NORTHWESTERN ENERGY 121 EAST GRIFFIN BOZEMAN, MT 59715 CITY ENGINEERING CITY OF BOZEMAN ENGINEERING DIVISION 20 EAST OLIVE STREET BOZEMAN, MT 59715 LANCE LEHIGH (406) 582-2284 LLEHIGH@bozeman.net CITY PLANNING & ZONING CITY OF BOZEMAN PLANNING DEPARTMENT SARAH ROSENBERG (406) 582-2260 srosenberg@bozeman.net WATER & SANITARY SEWER CITY OF BOZEMAN WATER & SEWER DIVISION 121 NORTH ROUSE AVENUE BOZEMAN, MT 59715 JOHN ALSTON (SUPERINTENDENT) (406) 582-3203 jalston@bozeman.net ENGINEER OF CONTENT MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 MATT EKSTROM, PE (406) 431-5819 mekstrom@m-m.net ENVIRONMENTAL MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 CHRISTINE PEARCY (406) 587-0721 cpearcy@m-m.net 20 EAST OLIVE STREET BOZEMAN, MT 59715 DEVELOPER BIG SKY QF, LLC 75 HOLLY HILL LANE, SUITE 305 GREENWICH, CT 06830 ADAM FRIEDMAN adam@charterrealty.com VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-GENERAL NOTES.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA GENERAL NOTES 5755.005 1 G-1 CPK ---- 5/2022 RECORD DRAWING COOPER KRAUSE 59774 06/2023 F F F F TV E EEDYH DYH I S S P P T T WV WVWV WV WV MW BPBP BP BPNG BFBFBFBFBF BFBFTP TPSDSDSDSDSDSD WWW8S8S8S8S8S8S8SS S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S 8SS 12SD 15SD 15SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD18SD18SD18SD18SD18SDSDSDD D 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WHYDHYDHYDHYD8W8W0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+0 0 12+ 0 0 13 + 0 0 14 + 0 0 15+ 0 0 16+00PC: 5+20.24PC: 14+37.57PT: 13+75.61SDMH-5 STA 3+00.00, 16.50 RT 60" Ø COMBO STORM DRAIN MH TBC = 4870.06 21" INV IN (S) = 4866.10 21" INV OUT (N) = 4866.10 SDMH-6 STA 3+00.00, -16.50 LT 60" Ø COMBO STORM DRAIN MH TBC = 4870.06 21" INV IN (S) = 4865.95 21" INV OUT (N) = 4865.95 SDI-4.1 STA 7+01.37, 39.65 RT STORM DRAIN INLET TBC = 4871.40 12" INV OUT (E) = 4867.77 SDMH-4 STA 7+52.18, 38.78 RT 48" Ø COMBO STORM DRAIN MH TBC = 4871.18 12" INV IN (W) = 4867.31 12" INV IN (S) = 4867.31 15" INV OUT (N) = 4867.06 SDMH-3 STA 7+51.14 - 12.01 RT SDMH-2 STA 9+66.27 - 16.42 RT SD1-2.1 STA 9+66.21, -16.50 LT STORM DRAIN INLET TBC = 4870.53 12" INV OUT (S) = 4866.48 SDMH-1 STA 12+02.72 - 5.54 RT 4874 4870 4875487048704868 48 6 7 4873 4872 4871 487048704 8 6 8 4866 4868 35.00' TBC-TBC (TYP.) 6.50' BLVD HH HH HH HH HH M HH HH 4850 4855 4860 4865 4870 4875 4880 4850 4855 4860 4865 4870 4875 4880 EG CL-4871.10EG CL-4871.04EG CL-4869.57EG CL-4869.35EG CL-4868.50EG CL-4868.69EG CL-4869.26EG CL-4870.16EG CL-4870.81EG CL-4871.18EG CL-4872.38EG CL-4873.64EG CL-4872.10EG CL-4870.79EG CL-4869.56EG CL-4868.69EG CL-4868.53EG CL-4868.81EG CL-4869.28EG CL-4869.49EG CL-4869.71EG CL-4870.75EG CL-4869.47EG CL-4868.05EG CL-4867.33EG CL-4867.85EG CL-4868.52EG CL-4870.46EG CL-4870.17EG CL-4870.10EG CL-4870.180+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+50FG CL-FG CL-FG CL-4870.79FG CL-4870.54FG CL-4870.29FG CL-4870.04FG CL-4870.29FG CL-4870.54FG CL-4870.79FG CL-4871.04FG CL-4871.29FG CL-4871.54FG CL-4871.79FG CL-4871.85FG CL-4871.60FG CL-4871.35FG CL-4871.10FG CL-4870.85FG CL-4870.60FG CL-4870.69FG CL-4870.94FG CL-4871.26FG CL-4871.58FG CL-4871.91FG CL-4872.14FG CL-4871.95FG CL-4871.38FG CL-4870.78FG CL-4870.40FG CL-4870.15FG CL-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-4866.68INV-4866.43INV-4866.18INV-4865.94INV-4865.42INV-4865.17INV-4864.93INV-4864.68INV-4864.43INV-INV-INV-INV-INV-INV-INV-SDMH-3 STA 7+51.14, 12.01 RT INSTALL NEW 48" Ø STORM DRAIN MH COVER RIM = 4871.23 15" INV IN (S) = 4866.93 15" INV OUT (E) = 4866.93 SDMH-2 STA 9+66.27, 16.42 RT 48" Ø COMBO STORM DRAIN MH TBC = 4870.54 15" INV IN (W) = 4865.90 12" INV IN (N) = 4866.15 15" INV IN (S) = 4865.90 18" INV OUT (E) = 4865.65 SDMH-1 STA 12+02.72, 5.54 RT INSTALL NEW 48" Ø STORM DRAIN MH COVER RIM = 4871.76 18" INV IN (W) = 4864.50 18" INV OUT (NE) = 4864.50 233.89 LF 18" @ 0.50% 212.06 LF 15" @ 0.50% -1.20% -0.50% -0.50% -0.50%0.50%-0.50%0.50% 0.65%STA=1+00.00ELEV=4871.04STA=14+18.67 ELEV=4870.56 STA=8+00.00 ELEV=4871.35 STA=9+66.21ELEV=4870.52STA=6+80.71ELEV=4871.95STA=3+00.00ELEV=4870.04STA=10+50.00ELEV=4870.94VPI STA=12+69.27 VPI ELEV=4872.35 K=54.17 LVC=100.00'VPC STA=12+19.27VPC ELEV=4872.03VPT STA=13+19.27VPT ELEV=4871.75VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-ROAD-STORM PLAN & PROFILE_TECH BLVD.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA TECHNOLOGY BLVD ROAD & STORM DRAIN PLAN 5755.005 2 R-1 CPK ---- 5/2022 1 ADDRESS CITY COMMENTS 12/01/2021CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 TECHNOLOGY BLVD INSTALL A-2000 PVC STORM DRAIN PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING GROUND AT ROAD CENTERLINE PROPOSED GROUND AT ROAD CENTERLINE TECHNOLO G Y B L V D INNOVATIONAVE24 LF 15" STORM PIPE SLOPE = .61% 46 LF 12" A-2000 PVC SLOPE = 1.00% 33 LF 12" A-2000 PVC SLOPE = 1.00% MATCH EXISTING MATCH EXISTINGGRADING LIMITS (TYP.) INSTALL 3' x 5' CONCRETE BOX CULVERT WITH WINGED HEADWALL LENGTH = 80 LF UPSTREAM INV = 4867.22 DOWNSTREAM INVERT = 4866.00 SLOPE = 1.53% MATCH EXISTING 1 2 3 KEY NOTES STANDARD SQUARE STORM DRAIN INLET- COB STD DWG NO. 07270-1A COMBINATION STORM MANHOLE AND INLET- COB STD DWG NO. 07270-1B STANDARD STRAIGHT STORM MANHOLE- COB STD DWG NO. 07270-4 UTILITY CONDUITS. SEE DETAIL 4, SHEET D-3. IRRIGATION CONDUIT: 6" CL200 PVC, 24" DEEP A B 2 2 23.5 LF 21" A-2000 PVC @ 0.50% END CAP INV = 4866.20 WEST RETENTION POND SEE DETAILS ON SHEET 1/SD-1 24 LF 15" STORM PIPE SLOPE = 0.50% ENC CAP INV = 4866.02 1 1 2 2 3 3 PROPOSED 12FT WIDE CONCRETE SEWER ACCESS ROAD AND PEDESTRIAN PATH FUTURE 10FT CONCRETE PEDESTRIAN PATH TRANSITION TO CURB WALK FOR ±117 LF TO MINIMIZE GRADING IMPACTS IN CREEK. C C C EXISTING BUILDING FOUNDATIONS TO BE REMOVED UNDER SEPARATE CONTRACT PRIOR TO CONSTRUCTION BA A PROP O S E D I N D U S T R Y B O Z E M A N S I T E (SITE P L A N B Y O T H E R S ) 29.0 LF 21" A-2000 PVC @ 0.50% MATCH EXISTING EAST STORM PLAN SEE DETAILS ON SHEET 2/SD-1 5 D-1 CONCRETE CROSSWALK (TYP.) 6 D-1 B B B 2 D-1 RECORD DRAWING COOPER KRAUSE 59774 06/2023 4865.91 (A.B) 4864.55 (A.B) F F TV DYH S PT WV WVD BPNG BFBFBFBFBF D S TOHP OHP OHP D MW BF BFBFBFBFBFBF BF BF BF BFBFBFBFBF BF BF BF BF BF SD SD SD SD SD SDSDSDSDSDSDSDSDSDS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>8S 8S 8S SSDSD 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W HYD8W1+00 2+00 3+00 4+00 5+00 6+00 48704870 4855 4860 4865 4870 4875 4880 4855 4860 4865 4870 4875 4880 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+75EG CL-4867.97EG CL-4867.91EG CL-4866.81EG CL-4865.94EG CL-4865.51EG CL-4864.81EG CL-4864.12EG CL-4863.59EG CL-4863.02EG CL-4862.46EG CL-4861.73EG CL-4861.40EG CL-4861.12EG CL-4860.23EG CL-4859.13EG CL-4861.42EG CL-FG CL-4871.86FG CL-4871.90FG CL-4868.74FG CL-4868.73FG CL-4868.08FG CL-4867.59FG CL-4865.87FG CL-4864.39FG CL-4863.08FG CL-4861.75FG CL-4861.75FG CL-4861.75FG CL-4861.75FG CL-4863.00FG CL-FG CL-FG CL-INV-INV-4864.32INV-4864.02INV-4863.72INV-4863.42INV-4863.12INV-4862.82INV-4862.51INV-INV-INV-INV-INV-INV-INV-INV-INV-SDMH-1 STA 12+02.72, 5.54 RT INSTALL NEW 48" Ø STORM DRAIN MH COVER RIM = 4871.76 18" INV IN (W) = 4864.50 18" INV OUT (NE) = 4864.50 392.34 LF 18" @ 0.59% STA 3+99.30 FETS INV =4862.22 BFBFBFBF B F DYH MWWVNGOHPOHPSSTP TP TP B F BFWW8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SSSS8S8S8S8S8S8S15SD18SD18SD18SD18SD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SD D8W8W8W8W8W8W8W8W8W8WHYD10+0011+0012+0013+00SDMH-1 STA 12+02.72 - 5.54 RT 4870 486848660+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+68 4.00' 1.50' 10' CONCRETE SIDEWALK (FUTURE, GRADE TBD) 8.00' 30.00' PUBLIC ACCESS AND DRAINAGE EASEMENT VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-STORM.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA STORM POND DETAILS 5755.005 3 SD-1 CPK CPK ---- 5/2022 1 ADDRESS CITY COMMENTS 12/01/2021CPK 2 STORM OVERFLOW 01/28/2022CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 TECHNOLO G Y B L V D 97 LF 21" A-2000 PVC @ 0.40% MIN. 2FT OF COVER OVER PIPE RCP FLARED END INV = 4865.56 1 0 TRIBUTARY OF CATRON CREEK 1 DELINEATED WETLAND BOUNDARY 2 30FT WETLAND SETBACK 3 50FT WETLAND SETBACK 4 PUBLIC UTILITY EASEMENT 0 2 3 EAST RETENTION POND DESIGN VOL. = 24,850 CF OVERFLOW WEIR= 4863.00 WEIR LENGTH = ± 290FT POND BOTTOM = 4861.75 SIDE SLOPES= 4:1 MAXTECHNOLOGY BLVDW. COLLEGE ST WEST RETENTION POND DESIGN VOL. =38,3906 CF OVERFLOW ELEVATION= 4867.00 POND BOTTOM = 4865.50 SIDE SLOPES= VARIES, 5:1 MAX EXISTING FARMERS CANAL 72" RCP EXISTING FARMERS CANAL 54" X 88 ARCP PUBLIC UTILITY EASEMENT (TYP.) 2 EAST STORM POND PLAN AND PROFILE - 1 WEST STORM POND DETAILS - PROPERTY LINE (TYP.) 4 GRADING EXTENTS 4.00' WIDE OVERFLOWINDU S T R Y B O Z E M A N SI T E (SITE P L A N B Y O T H E R S) POND BOTTOM = 4861.75 FUTURE 10FT WIDE TRAIL PROPERTY LINE (TYP) 12FT WIDE CONCRETE PEDESTRIAN PATH AND SEWER ACCESS ROAD 5 D-1 FUTURE CONCRETE SIDEWALK W. COLLEGE ST GRASS OVERFLOW SWALE SLOPE = ±0.55% GRADE BERM TO MAINTAIN MINIMUM 1.5FT OF FLOW DEPTH 4:1 MA X VARIES 4:1 MAX 1.00'PROPERTY LINE2 OVERFLOW SWALE DETAILS 1" = 5' 2 - GRASS SWALE RECORD DRAWING COOPER KRAUSE 59774 06/2023 4865.49 (A.B) F F F F TV E EEDYH DYH I S S P P T T WV WVWV WV WV MW BPBP BP BPNG BFBFBFBFBF BFBFTP TPSDSDSDSDSDSD WWW8S8S8S8S8S8S8SS S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S 8SS 12SD 15SD 15SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD18SD18SD18SD18SD18SDSDSDD D 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8WHYDHYDHYDHYD8W8W1+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00SSMH-04 STA 0+24.87 - 0.00' SSMH-06 STA 7+40.85 - 5.94' RT SSMH-05 STA 8+52.58 - 0.00' SSMH-07 STA 4+65.70 - 3.00' RT 6" SEWER SERVICE STA 9+20.66- 37.98' LT HH HH HH HH HH HH HH 4850 4855 4860 4865 4870 4875 4880 4850 4855 4860 4865 4870 4875 4880 EG CL-4871.10EG CL-4871.04EG CL-4869.57EG CL-4869.35EG CL-4868.50EG CL-4868.69EG CL-4869.26EG CL-4870.16EG CL-4870.81EG CL-4871.18EG CL-4872.38EG CL-4873.64EG CL-4872.10EG CL-4870.79EG CL-4869.56EG CL-4868.69EG CL-4868.53EG CL-4868.81EG CL-4869.28EG CL-4869.49EG CL-4869.71EG CL-4870.75EG CL-4869.47EG CL-4868.05EG CL-4867.33EG CL-4867.85EG CL-4868.52EG CL-4870.46EG CL-4870.17EG CL-4870.10EG CL-4870.180+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+50FG CL-FG CL-FG CL-4870.79FG CL-4870.54FG CL-4870.29FG CL-4870.04FG CL-4870.29FG CL-4870.54FG CL-4870.79FG CL-4871.04FG CL-4871.29FG CL-4871.54FG CL-4871.79FG CL-4871.85FG CL-4871.60FG CL-4871.35FG CL-4871.10FG CL-4870.85FG CL-4870.60FG CL-4870.69FG CL-4870.94FG CL-4871.26FG CL-4871.58FG CL-4871.91FG CL-4872.14FG CL-4871.95FG CL-4871.38FG CL-4870.78FG CL-4870.40FG CL-4870.15FG CL-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-4862.74INV-4862.49INV-4862.24INV-4861.99INV-4861.74INV-4861.31INV-4861.06INV-4860.81INV-4860.38INV-4860.14INV-4859.89INV-4859.64INV-4859.39INV-4859.14INV-INV-INV-INV-INV-INV-INV-INV-SSMH-06 INSTALL NEW 48" Ø MANHOLE STA 7+40.85 RIM ELEV=4871.47 8" INV IN (W) = 4861.65 8" INV IN (S) = 4861.65 8" INV OUT (E) = 4861.45 DEPTH = 10.02' 111.54 LF 8" PVC @ 0.50% 310.35 LF 8" PVC @ 0.50% SSMH-05 INSTALL NEW 48" Ø MANHOLE STA 8+52.58 RIM ELEV=4871.09 8" INV IN (W) = 4860.91 8" INV OUT (E) = 4860.71 DEPTH = 10.37' SSMH-04 INSTALL NEW 48" Ø MANHOLE STA 11+63.97 RIM ELEV=4871.67 8" INV IN (W) = 4859.18 8" INV OUT (NE) = 4858.98 DEPTH = 12.69' SSMH-07 INSTALL NEW 48" Ø MANHOLE STA 4+65.70 RIM ELEV=4870.78 8" INV OUT (E) = 4862.90 DEPTH = 7.88' 273.62 LF 8" PVC @ 0.46% 111.54 LF 8" PVC @ 0.50%111.54 LF 8" PVC @ 0.50%EG CL-4871.10EG CL-4871.04EG CL-4869.57EG CL-4869.35EG CL-4868.50EG CL-4868.69EG CL-4869.26EG CL-4870.16EG CL-4870.81EG CL-4871.18EG CL-4872.38EG CL-4873.64EG CL-4872.10EG CL-4870.79EG CL-4869.56EG CL-4868.69EG CL-4868.53EG CL-4868.81EG CL-4869.28EG CL-4869.49EG CL-4869.71EG CL-4870.75EG CL-4869.47EG CL-4868.05EG CL-4867.33EG CL-4867.85EG CL-4868.52EG CL-4870.46EG CL-4870.17EG CL-4870.10EG CL-4870.18STA 9+17.74 6" SEWER SERVICE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-SEWER PLAN & PROFILE_TECH BLVD.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA TECHNOLOGY BLVD SEWER PLAN 5755.005 4 SS-1 CPK ---- 5/2022 1 ADDRESS CITY COMMENTS 12/01/2021CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 EXISTING GROUND AT ROAD CENTERLINE PROPOSED GROUND AT ROAD CENTERLINE PROPOSED WATER MAIN TECHNOLO G Y B L V D FUTUREROADWAYSEWER OUTFALL SEE SHEET SS-2 66 LF 8" PVC @ 0.50% STUB INV = 61.98 8" END CAP TECHNOLOGY BLVD INSTALL 695 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING PROPO S E D I N D U S T R Y B O Z E M A N S I T E (SITE P L A N B Y O T H E R S ) WATER MAIN CROSSING CROSSINGS- WATER SERVICES RECORD DRAWING COOPER KRAUSE 59774 06/2023 4862.79 (A.B) BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGDYHMWTT WVWVWVBFBFX X X X X XXXNGNGOHPOHPOHPOHPOHPMWX X X X X X X X X X X X X SSSSSSTPTPTP TP TPTPBFBFWWWWW8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S8SSSSS8S8S8S8S8S8S15SD18SD18SD18SD18SD18SD 18SD 18SD 18SD 18SD 18SD 18SD 18SDD8W8W8W8W8W8W8W8W8W 8W8W8WHYD10+00 11+00 12+00 13+000+001+002+003+004+005+006+007+ 0 0 7+7 3 SSMH-04 STA 0+24.87 - 0.00' SSMH-05 STA 8+52.58 - 0.00' SSMH-03 STA 3+46.99 - 0.00' SSMH-01 CUT-IN MANHOLE STA 7+73.11 - 0.05' LT SSMH-02 STA 6+67.56 - 0.00' 6" SEWER SERVICE STA 9+20.66- 37.98' LT HHHHHHHH4845 4850 4855 4860 4865 4870 4875 4845 4850 4855 4860 4865 4870 4875 SSMH-04 INSTALL NEW 48" Ø MANHOLE STA 0+24.87 RIM ELEV=4871.67 8" INV IN (W) = 4859.18 8" INV OUT (NE) = 4858.98 DEPTH = 12.69' 322.12 LF 8" PVC @ 0.46% SSMH-03 INSTALL NEW 48" Ø MANHOLE STA 3+46.99 RIM ELEV=4866.38 8" INV IN (SW) = 4857.51 8" INV OUT (N) = 4857.31 DEPTH = 9.07' 320.56 LF 8" PVC @ 0.50% SSMH-02 INSTALL NEW 48" Ø MANHOLE STA 6+67.56 RIM ELEV=4861.70 8" INV IN (S) = 4855.72 8" INV OUT (NW) = 4855.52 DEPTH = 6.18' 107.55 LF 8" PVC @ 0.50%EG CL-4869.40EG CL-4868.47EG CL-4868.06EG CL-4867.09EG CL-4865.83EG CL-4864.87EG CL-4864.23EG CL-4863.75EG CL-4864.74EG CL-4863.95EG CL-4862.94EG CL-4862.17EG CL-4861.64EG CL-4860.82EG CL-4861.37EG CL-4861.49EG CL-FG CL-4869.40FG CL-4868.47FG CL-4868.06FG CL-4867.09FG CL-4865.83FG CL-4864.87FG CL-4864.23FG CL-4863.75FG CL-4864.74FG CL-4863.95FG CL-4862.94FG CL-4862.17FG CL-4861.64FG CL-4860.82FG CL-4861.37FG CL-4861.49FG CL-0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00INV-INV-4858.87INV-4858.64INV-4858.41INV-4858.18INV-4857.95INV-4857.72INV-4857.30INV-4857.05INV-4856.80INV-4856.55INV-4856.30INV-4856.05INV-4855.80INV-4855.37INV-4855.12INV-SSMH-01 INSTALL NEW 48" Ø MANHOLE STA 7+73.11 RIM ELEV=4861.76 15" INV IN (E) = 4854.54 8" INV IN (SE) = 4855.00 15" INV OUT (W) = 4854.54 DEPTH = 7.22' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-SEWER PLAN & PROFILE_TECH BLVD.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA SEWER OUTFLOW PLAN 5755.005 5 SS-2 CPK ---- 5/2022 1 ADDRESS CITY COMMENTS 12/01/2021CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 SEWER OUTFLOW INSTALL 756 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING GROUND CENTERLINE PROPOSED GROUND CENTERLINETECHNOLOGY BLVDW. COLLEGE ST . EXISTING 15" SANITARY SEWER SLOPE = ±0.11% PROPOSED 8" SANITARY SEWER SEE SHEET SS-1 12FT WIDE ALL-WEATHER SEWER ACCESS ROAD AND PEDESTRIAN PATH NOTES: 1.ENSURE ALL NECESSARY PERMITS ARE IN PLACE PRIOR TO STARTING ANY WORK WITHIN THE COLLEGE STREET RIGHT OF WAY. 2.ALL UTILITY TRENCHES IN COLLEGE STREET MUST BE BACKFILLED WITH FLOWABLE FILL FROM THE TOP OF THE PIPE BEDDING TO THE BOTTOM OF THE ASPHALT SECTION. PIPE BEDDING DEPTH SHALL MEET MPWSS. 3.ASPHALT DEPTH SHALL MATCH EXISTING ASPHALT DEPTH, MIN 4 INCHES. PROP O S E D I N D U S T R Y B O Z E M A N S I T E (SITE P L A N B Y O T H E R S ) EXISTING NATURAL GAS AND FIBER CROSSINGSWATER MAIN CROSSING RECORD DRAWING COOPER KRAUSE 59774 06/2023 4855.41 (A.B)4854.38 (A.B) 4854.84 (A.B) 4854.38 (A.B) F F F F TV E EEDYH DYH I S S P P T T WV WVWV WV WV MW BPBP BP BPNG BFBFBFBFBF BFBFTP TPSDSDSDSDSDSD WWW8S8S8S8S8S8S8SS S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S 8SS 12SD 15SD 15SD 15SD 15SD 18SD 18SD 18SD 18SD 18SD18SD18SD18SD18SD18SDSDSDD D 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 8W 8W 8W 8 WHYDHYDHYDHYD8W8W1+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0045 DEG VERT BEND STA 1+10.6 - 10.9' LT CONNECT TO EXISTING 45 DEG VERT BEND STA 1+17.4 - 10.9' LT 8 X 8 TEE STA 3+66.4 - 9.2' LT STA 3+71.4 8" GATE VALVE INV = 4862.08 11.25 DEG BEND STA 6+23.9 - 11.0' LT 8 X 8 TEE STA 7+09.7 - 5.4' LT 11.25 DEG BEND STA 8+52.8 - 11.1' LT 8 X 6 TEE STA 8+89.1 - 6.5' LT STA 8+94.1 8" GATE VALVE INV = 4863.30 8 X 6 TEE STA 11+51.5 - 9.4' LT 22.5 DEG BEND STA 11+67.9 - 11.7' LT STA 11+93.2 8" GATE VALVE INV = 4862.21 22.5 DEG VERT BEND STA 12+62.0 - 5.3' LT 22.5 DEG VERT BEND STA 12+67.4 - 5.1' LT 22.5 DEG VERT BEND STA 13+05.1 - 5.1' LT STA 6+86.3 8" GATE VALVE INV = 4863.89 FH ASS'Y STA 8+90.62 - 20.4' LT STA 7+09.7 8" GATE VALVE INV = 4863.89 FH ASS'Y STA 6+95.62 - 49.59' RT BURY = 4871.61 STA 7+09.7 8 X 6 TEE 8" INV = 4863.89 FH ASS'Y STA 11+50.03 - 21.1' LT2" WATER SERVICE STA 9+33.47 - 37.99' LT STA 3+66.3 8 X 6 TEE 8" INV = 4863.00 FH ASS'Y STA 3+82.26 - 21.4' RT 8" END CAP STA 3+66.24 - 40.00' RT INV = 4863.00 8" GATE VALVE STA 1+28.0 - 10.8' LT 22.5 DEG VERT BEND STA 13+18.5 - 5.4' LT 8" GATE VALVE STA 13+86.9 - 6.9' LT CONNECT TO EXISTING 6"FIRE SERVICE GV @ PROPERTY LINE STA 9+27.11 - 30.0' LT HH HH HH HH HH HH HH 4850 4855 4860 4865 4870 4875 4880 4850 4855 4860 4865 4870 4875 4880 EG CL-4871.10EG CL-4871.04EG CL-4869.57EG CL-4869.35EG CL-4868.50EG CL-4868.69EG CL-4869.26EG CL-4870.16EG CL-4870.81EG CL-4871.18EG CL-4872.38EG CL-4873.64EG CL-4872.10EG CL-4870.79EG CL-4869.56EG CL-4868.69EG CL-4868.53EG CL-4868.81EG CL-4869.28EG CL-4869.49EG CL-4869.71EG CL-4870.75EG CL-4869.47EG CL-4868.05EG CL-4867.33EG CL-4867.85EG CL-4868.52EG CL-4870.46EG CL-4870.17EG CL-4870.10EG CL-4870.180+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+50FG CL-FG CL-FG CL-4870.79FG CL-4870.54FG CL-4870.29FG CL-4870.04FG CL-4870.29FG CL-4870.54FG CL-4870.79FG CL-4871.04FG CL-4871.29FG CL-4871.54FG CL-4871.79FG CL-4871.85FG CL-4871.60FG CL-4871.35FG CL-4871.10FG CL-4870.85FG CL-4870.60FG CL-4870.69FG CL-4870.94FG CL-4871.26FG CL-4871.58FG CL-4871.91FG CL-4872.14FG CL-4871.95FG CL-4871.38FG CL-4870.78FG CL-4870.40FG CL-4870.15FG CL-INV-INV-INV-4861.80INV-4861.86INV-4861.92INV-4861.98INV-4862.05INV-4862.27INV-4862.61INV-4862.95INV-4863.29INV-4863.63INV-4863.84INV-4863.90INV-4863.79INV-4863.65INV-4863.51INV-4863.28INV-4863.05INV-4862.98INV-4862.99INV-4863.00INV-4863.01INV-4862.13INV-4861.57INV-4858.90INV-4862.62INV-INV-INV-INV-STA 3+71.4 8" GATE VALVE INV = 4862.08 STA 6+23.9 11.25 DEG BEND 8" INV = 4863.79STA 3+66.4 8 X 8 TEE 8" INV = 4862.07 STA 6+86.3 8" GATE VALVE INV = 4863.89 STA 7+09.7 8 X 8 TEE 8" INV = 4863.89 STA 8+52.8 11.25 DEG BEND 8" INV = 4863.50 STA 8+94.1 8" GATE VALVE INV = 4863.30 STA 11+67.9 22.5 DEG BEND 8" INV = 4862.67 STA 11+93.2 8" GATE VALVE INV = 4862.21 STA 8+89.1 8 X 6 TEE 8" INV = 4863.33 STA 11+51.5 8 X 6 TEE 8" INV = 4863.00 STA 1+10.6 45 DEG VERT BEND 8" INV = 4855.73 CONNECT TO EXISTING STA 1+17.4 45 DEG VERT BEND 8" INV = 4861.78 STA 12+67.4 22.5 DEG VERT BEND 8" INV = 4858.90 STA 12+62.0 22.5 DEG VERT BEND 8" INV = 4861.44 STA 13+05.1 22.5 DEG VERT BEND 8" INV = 4858.90 FH BURY = 4870.61 FH BURY = 4871.01 FH BURY = 4871.66 DEFLECT JOINTS = 4863.00 STA 9+65.0 STA 13+18.5 22.5 DEG VERT BEND 8" INV = 4862.65 STA 13+86.9 8" GATE VALVE INV = 4862.62 CONNECT TO EXISTING STA 1+28.0 8" GATE VALVE INV = 4861.77 2" WATER SERVICE STA 9+33.2 STA 9+25.4 8 X 6 TEE 8" INV = 4863.16 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-WATER PLAN & PROFILE_TECH BLVD.DWG PLOTTED BY:COOPER KRAUSE ON Jul/03/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA TECHNOLOGY BLVD WATER PLAN 5755.005 6 W-1 CPK ---- 5/2022 1 ADDRESS CITY COMMENTS 12/15/2021CPK 2 ADDRESS DEQ AND CITY COMMENTS 05/06/2022CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 2.55 5 10 2550 50 100 EXISTING GROUND AT ROAD CENTERLINE PROPOSED GROUND AT ROAD CENTERLINE TECHNOLO G Y B L V D FUTURE ROADWAYSEWER CROSSING MIN. 18" SEPERATION 8" END CAP INV = 4863.89 STORM CROSSING MIN. 18" SEPERATION MIN. 18" CLEARANCE MIN. 6' CLEARANCE MIN. 18" CLEARANCE 30 FT WIDE PUBLIC UTILITY EASEMENT EXISTING FARMERS CANAL 72" RCP TECHNOLOGY BLVD INSTALL 1287 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING NOTE: WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURER'S STANDARDS. MIN. 18" CLEARANCE PROPO S E D I N D U S T R Y B O Z E M A N S I T E (SITE P L A N B Y O T H E R S ) CROSSING- SS SERV MIN. 18" CLEARANCE RECORD DRAWING COOPER KRAUSE 59774 06/20234862.81 (A.B)4863.69 (A.B)4863.86 (A.B)4862.13 (A.B)4871.71 (A.B) 4863.03 (A.B) INV OUT = 4863.17 (A.B) INV OUT = 4864.14 (A.B) 4862.07 (A.B) 4862.08 (A.B) 4856.50 (A.B) 4863.79 (A.B) 4863.14 (A.B) 4862.11 (A.B) 4858.34 (A.B)4858.41 (A.B) 4871.74 (A.B) 4862.81 (A.B)4863.05 (A.B)4863.87 (A.B) 4871.07 (A.B) 4863.27 (A.B) FH ARROW BOLT BM = 4873.81FH ARROW BOLT BM = 4872.72 FH ARROW BOLT BM = 4873.10 FH ARROW BOLT BM = 4872.72 FH ARROW BOLT BM = 4873.81 FH ARROW BOLT BM = 4873.10 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-ELECTRICAL.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net ---- MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTSBOZEMAN MONTANA ELECTRICAL DETAILS 5755.005 7 E-1 JLG JLG ARG 4/2022 1 REVISED LIGHT TYPE AND LAYOUT 04/08/2022CPK ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER SEE DETAIL 2/E0.3. METER LINE BREAK HANDHOLE SEE DETAIL 6/E0.2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM AS AMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUIT CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACH EF EXHAUST FAN ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTOR GFI GROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING MAX MAXIMUM MH METAL HALIDE MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN #NUMBER OC ON CENTER OH OVERHEAD P POLE PB PUSHBUTTON PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SSPB START-STOP PUSHBUTTON SW SWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLT VA VOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.CONTRACTOR SHALL BORE/DIRECT BURY UNDER ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. ALL COSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN CONTRACTOR'S BID PRICE. 6.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. PROJECT NOTES RECORD DRAWING COOPER KRAUSE 59774 06/2023 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-ELECTRICAL.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net ---- MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTSBOZEMAN MONTANA ELECTRICAL DETAILS 5755.005 8 E-2 JLG JLG ARG 4/2022 1 REVISED LIGHT TYPE AND LAYOUT 04/08/2022CPK TYPE I MINIMUM INSIDE DIMENSIONS W = 12 INCHES L = 18 INCHES D = 12 INCHES PULL BOX COMPOSITE 1" CLEAN STONE DRAINAGE COPPER OR EQUAL CONCRETE SIDEWALK OR PAVERS CONDUIT IN PLACE AS REQUIRED. ELECTRICAL BOND, NO.6 AWG PROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRES NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. CITY LIGHTING HOLD DOWN BOLTS PULL BOX DETAIL POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'-6"7' HORIZ. TIES SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER. PROVIDE REINF. CLEARANCE PER ANCI 318. * ** *** **** ***** 3"FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 14' - 30' DEPTH ***HEIGHT AFG 7'-0"3"24" Ø (6) # 6 ****#3 AT 12" O.C. TYPE E1 LIGHT POLE ELEVATION (TYP) LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS LUMENS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 35W LED 4,512 FULL CUTOFF AREA LIGHT WITH TYPE II DISTRIBUTION. MOUNT FIXTURE ON 30FT ROUND TAPERED STEEL POLE WITH 6FT ARM. MOUNT ON CONCRETE BASE PER CITY REQUIREMENTS. PROVIDE HUNTER GREEN FINISH (RAL#6005) PER CITY OF BOZEMAN STANDARDS. PROVIDE ARM AND POLE PER CITY OF BOZEMAN STANDARDS. PHILIPS RFS-35W-16LED-3K-G2-R2M-UNV- FAWS-DMG-RCD7 POLE/ 240 REINFORCED HAND HOLE & COVER SINGLE MEMBER TYPE MASTARM 1'-9" 2'-0" MIN. 30'-0" MAST ARM 6 FT FINISHED GRADE CURB 3" RECORD DRAWING COOPER KRAUSE 59774 06/2023 F F F F TV E EEDYH DYH I S S P P T T WV WVWV WV WV MW BPBP BP BPNG BFBFBFBFBF BFBFTP TPSDSDSDSDSDSD WWWSDSDHH HH HH HH HH M HH HH VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-ELECTRICAL.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net ---- MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTSBOZEMAN MONTANA OVERALL LIGHTING PLAN 5755.005 9 E-3 JLG JLG ARG 4/2022 1 REVISED LIGHT TYPE AND LAYOUT 04/08/2022CPK EXISTING METER AND LIGHTING CONTROL LIGHTING PLAN SCALE: SEE SCALE BAR KEY NOTES DEMO EXISTING LUMINIARE AND REMOVE EXISTING BASE. DEMO ALL CONDUCTORS AND CONDUIT BACK TO METER. LIGHTING PULLBOX. SEE ELECTRICAL DETAILS ON E-2. INSTALL PER CITY REQUIREMENTS. ROUTE #10 CU IN 1" CONDUIT TO LUMINAIRE. 2 1 GENERAL NOTES 1.ALL ROADWAYS CLASSIFIED AS LOCAL <30MPH WITH LOW PEDESTRIAN CONFLICT. 2.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 3.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. 2 2 2 2 #6 CU AND #10 GND IN 2"C. (TYPICAL BETWEEN ALL PULL BOXES. 50 10025500 SCALE IN FEET E1 E1 E1 E1 EX 1 RECORD DRAWING COOPER KRAUSE 59774 06/2023 F F TV DYH S PT WV WVMWXXXXXXXXXXBP BPNG NG BFBFBFBFBFBFBFBFBF BF BFBFSDSDSD SDSDSDSDSDSDSDSDWSWSHH HH HH HH 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 1.2 1.1 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.8 1.0 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.2 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.9 1.0 1.2 1.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.20.10.10.10.10.00.00.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 F E DYHP WV WV BPBP TP WWW15SD 15SD 15SD 15SD 15SD 15SD 15SD 12SDDWSWS8+009+0010+0011+0012+0013+0014+00PT: 13+75.61PC: 14+37.57HH HH HH HH M HH HH 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.4 1.3 1.3 1.3 1.7 1.7 1.6 1.5 1.5 1.4 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.5 1.6 1.6 1.6 1.7 1.7 1.8 1.4 1.5 1.5 1.6 1.7 1.7 1.3 1.3 1.3 1.4 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 D12+00HH HH 1.4 1.3 1.3 1.3 1.7 1.7 1.6 1.5 1.5 1.4 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.5 1.6 1.6 1.6 1.7 1.7 1.8 1.4 1.5 1.5 1.6 1.7 1.7 1.3 1.3 1.3 1.4 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 HH HH HH 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 1.2 1.1 0.9 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1.1 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.8 1.0 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.2 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.9 1.0 1.2 1.3 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.20.10.10.1 0.1 0.1 0.1 0.0 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-ELECTRICAL.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net ---- MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTSBOZEMAN MONTANA LIGHTING PHOTOMETRICS 5755.005 10 E-4 JLG JLG ARG 4/2022 1 REVISED LIGHT TYPE AND LAYOUT 04/08/2022CPK ROAD LUMINANCE SCALE: SEE SCALE BAR 20 4010200 SCALE IN FEET ROAD LUMINANCE SCALE: SEE SCALE BAR PHOTOMETRIC CALCUATION NUMERIC SUMMARY LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN INTERSECTION ILLUMINANCE FC 0.65 1.30 0.10 6.50 13.00 MIDBLOCK CROSSWALK ILLUMINANCE FC 1.57 1.80 1.30 1.21 1.38 ISOLINES FC * CALCULATION IS BASED ON LOCAL STREET CLASSIFICATION. **DATA POINTS AT INTERSECTION AND CROSSWALK ARE ILLUMINANCE VALUES IN FOOCANDLES. ***LIGHT TRESPASS DATA POINTS ARE SHOWN IN FOOTCANDLES AND LOCATED 5FT ABOVE THE GROUND. 2.0 1.0 0.5 0.2 20 4010200 SCALE IN FEET INTERSECTION ILLUMINANCE SCALE: 1" = 20' CROSSWALK ILLUMINANCE SCALE: 1" = 20FT E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 EX RECORD DRAWING COOPER KRAUSE 59774 06/2023 4" (MIN)1'-0"6" (MIN)9"2"2'-0"4.5"5.4" [0.45']6" (MIN)6" (MIN)4" R3" R3/4" PER 1' SLOPETOPSOILCOMPACTEDBACKFILLSUB-BASE COURSEAS REQUIREDCRUSHED GRAVELBASE - 3" MIN.FINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPLAYDOWNCURB9"712"COMPACTED SUBGRADE4" (MIN)1'-0"6" (MIN)6" (MIN)6" (MIN)4" R3" R1/2" PER 1' SLOPE2"9"0.502'2'-0"TOPSOILCOMPACTEDBACKFILLSUB-BASE COURSEAS REQUIREDCRUSHED GRAVELBASE - 3" MINFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIPLAYDOWNCURBNOTES:9"COMPACTED SUBGRADENOTES:1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPW SPECS., 1996 ED.)2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 34" AND MINIMUMWIDTH OF 18".3.12" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HISREPRESENTATIVE.5.CONCRETE SHALL BE CLASS M-4000.6.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 2003 ED) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.60' ROW(IRREVOCABLE EASEMENT)1'6.5'BLVD.5'CURB AND GUTTER8' ON STREET PARKING6.5'BLVD5'SIDEWALK2.00%1.50%1.50%2.00%35' TBC TO TBC14.5'STANDARD CURBSEE COB STD DWG 02528-1MIN. 8" UNCRUSHEDSUB-BASE COURSE3.00%3.00%4" THICK CONCRETE6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE5' *SIDEWALKCLEXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)9' DRIVE AISLE.5'CURB AND GUTTER1'4" THICK CONCRETE10'PUBLIC UTILITYEASEMENT±2.00%FILL4:1 MAXCUT4:1 MAX9' DRIVE AISLE8' ON STREET PARKINGCOMPACTED ROADSOILS PER PLAN.3-12" A-2000 UTILITY CULVERTSWITH END CAPS AND BANDFINISH GRADE SURFACEDEPTH PER PLANNOTES:1. EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.2. MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS.1.CULVERT FOR ELECTRIC2.CULVERT FOR COMMUNICATIONS3.CULVERT FOR NATURAL GAS1231234"(MIN) CLASSM-4000 CONCRETE3"(MIN) 3/4" MINUS CRUSHEDLEVELING COURSE MATERIALNOTES:1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFSIDEWALK.2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINTFOR THE FULL DEPTH OF CONCRETE.3.FINISH CONCRETE WITH LIGHT BROOM FINISH.2% MAX CROSS SLOPECOMPACTED SUBGRADE6"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUMDENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM D 698.4.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD.5.SPACE CONTRACTION JOINTS TO MATCH WIDTH OF THE TRAIL.. INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTHJOINT FOR THE FULL DEPTH OF CONCRETE.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.CONCRETE PAVEMENTNATIVE GROUND6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSESECTION A-ANOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THEEXPOSED SUBGRADE SHALL BE TREATED PERGEOTECHNICAL RECOMMENDATIONS.2.AGGREGATE SUB-BASE COURSE SHALL CONFORMTO SECTION 02234 OF THE MPWSS ANDINCORPORATE A MAXIMUM PARTICLE SIZE OFTHREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TOSECTION 02235 OF THE MPWSS AND INCORPORATEA MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALFINCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTEDTO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D 698.5.CONCRETE SHALL BE M-4000 REINFORCED WITH1.5 LBS FIBERMESH PER CUBIC YARD.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.7.SPACE CONTRACTION JOINTS TO MATCH THEWIDTH OF CROSSWALK.PLAN VIEW6'-0"UNLESSNOTEDOTHERWISEAA6" CONCRETE PAVEMENT5" (MIN) DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6" (MIN) DEPTH OF6" MINUS PITRUNSCARIFIED ANDCOMPACTEDNATIVE GROUND#4 BAR @ 3" DEPTHCURB &GUTTERDOWEL TO CURB WITH (3) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 15" CENTERS, CENTERED IN SLAB (TYP)CURB &GUTTER#4 BAR ONA 2' X 2' GRID1'-0"BORDER1'-0"BORDERTOOLED JOINTCURB AND GUTTER DETAILSSTANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTERTECHNOLOGY BOULEVARD- STANDARD ROAD SECTIONNOT TO SCALE4-INCH THICK CONCRETE SIDEWALK DETAILUTILITY CONDUITNOT TO SCALENOT TO SCALENOT TO SCALEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/19/2024REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netMSU INNOVATION CAMPUSTECHNOLOGY BOULEVARD IMPROVEMENTSBOZEMANMONTANASITE DETAILS5755.00511D-1 CPK----5/2022 1ADDRESS CITY COMMENTS12/01/2021CPK CONCRETE SEWER ACCESS ROAD AND PEDESTRIAN PATHNOT TO SCALECONCRETE CROSSWALK DETAILNOT TO SCALESUBGRADE NOTE:FOR AREAS THAT REQUIRE SUBGRADE FILL. EXISTING PILEOF CRUSHED CONCRETE MAY BE USED PERGOETECHNICAL RECOMMENDATIONS.RECORD DRAWINGCOOPER KRAUSE5977406/2023 5' MAX. 6" 18" MIN. EXISTING STREET SURFACE 4" NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. SUBGRADE OR GROUND SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS* 12" MIN. INSTALL DETECTABLE WARNING TAPE 18" MAX. DEPTH. (OPTIONAL) TRENCH WIDTH = O.D. OF PIPE PLUS 2' MIN. TRENCH WIDTH 3.5' SELECT BEDDING MATERIAL PLACED IN 6" LAYERS & COMPACTED TO 95% DENSITY AS PER AASHTO T-99 IMPORTED 34" MINUS SELECT BEDDING MATERIAL PLACED IN 6" MAX. LAYERS AND THOROUGHLY COMPACTED TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION TYPE "A" TRENCH BACKFILL BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULATIONS* TYPE 1 PIPE BEDDING EXCAVATED MATERIAL NOTE: WHEN IN UNSTABLE OR SOFT MATERIAL, TRENCH WALLS SHALL BE BACKSLOPED FROM THE BOTTOM OF THE TRENCH. *WRAP ALL DUCTILE IRON WATER MAIN WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACURER'S STANDARDS ** SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS. 1 - TYPICAL WATER MAIN TRENCH SCALE: N.T.S. 2 - WATER VALVE BOX ADJUSTMENT SCALE: N.T.S. NOTES: 1.ADJUST WATER VALVES UPWARD OR DOWNWARD AS REQUIRED. 2.FINAL ADJUSTMENT SHALL BE MADE BEFORE PAVING. 3.NO PAYMENT SHALL BE MADE FOR ADJUSTMENT OF NEW VALVES TO FINAL GRADE. COMPACTED BASE & SUBGRADE 0"MIN. 1/4"MAX.TOP OF NEW PAVEMENT INSTALL 12 GAUGE TRACER WIRE SECURE EVERY 5' TO MAIN 8" 6" MIN12" MAX 4'-0" 2" THICK SAND CUSHION GRANULAR BEDDING MATERIAL (TYP) WATER OR SEWER LINE TRENCH BOTTOMTRENCH WALLTRENCH WALLALT. "B" INSTALLATION (TOP & BOTH SIDES): 4" THICK INSULATION BOARD - 8' MIN LENGTH ALONG WATER OR SEWER LINEALT. "A" (TOP ONLY) INSTALLATION (TOP ONLY): 4" THICK x 8' WIDE INSULATION BOARD CENTERED OVER WATER OR SEWER LINE - 8' MIN LENGTH ALONG WATER OR SEWER LINE * FOR CULVERT CROSSINGS, PROVIDE 18" MIN VERTICAL SEPARATION BETWEEN CULVERT AND WATER MAIN * NOTES: 1.INSTALL INSULATION OVER ALL WATER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINES WITH LESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW AN OPEN AIR CULVERT. NOTIFY ENGINEER PRIOR TO PLACING INSULATION. 2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN OVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THE CULVERT. 3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70. 4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHER OTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING. 3 - PIPE INSULATION SCALE: N.T.S. 4 - DI MECHANICAL JOINT RESTRAINT TABLE SCALE: N.T.S. 1'-0" 1/8" 24" MIN. 5 - MANHOLE ADJUSTMENT ASPHALT SCALE: N.T.S. CONCRETE ADJUSTING RINGS AS NECESSARY (2" MIN.- 12" MAX.) STREET SURFACING NOTES: 1.ADJUST MANHOLES UPWARD WITH ADJUSTING RINGS UNDER FRAME. 2.ADJUST MANHOLE DOWNWARD BY REMOVING CONE AND BARREL SECTIONS AS NECESSARY AND REPLACING WITH SECTIONS OF LENGTH REQUIRED TO MATCH GRADE. 3.SLOPE MANHOLE FRAME AS REQUIRED TO MATCH SLOPE OF STREET. 4.FINAL MANHOLE ADJUSTMENT SHALL BE MADE BEFORE PAVING. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-WATER+SEWER+STORM DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA UTILITY DETAILS 5755.005 12 D-2 ### ---- 5/2022 NOTES: 1.RESTRAINT LENGTHS ASSUME MINIMUM 6.5' BURY DEPTH, WITH FULLY BEDDED PIPE IN POORLY GRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE. 2.ASSUMES MEGALUG OR EQUIVALENT FITTINGS AND ALL BELL RESTRAINTS AS REQUIRED. 3.ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN THOSE FITTINGS. 4.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, COB MODIFICATIONS TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), OR MPWSS AS APPLICABLE. IF JOINT RESTRAINT IS NOT FEASIBLE, INSTALL THRUST BLOCKS PER SAME APPLICABLE STANDARDS. DUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET) DESCRIPTION PIPE DIAMETER OR FITTING TYPE 8"OTHER TEE - STANDARD (ALL JOINTS WITHIN 8 FEET OF TEE ALONG RUN MUST BE RESTRAINED; RESTRAIN LENGTH ALONG BRANCH)2 -- 8" X 6" TEE (ALL JOINTS WITHIN 6 FEET OF TEE ALONG RUN MUST BE RESTRAINED; RESTRAIN LENGTH ALONG BRANCH)--2 HORIZONTAL 11.25 ELBOW (EACH SIDE OF BEND)2 -- HORIZONTAL 22.5 ELBOW (EACH SIDE OF BEND)4 -- HORIZONTAL 45 ELBOW (EACH SIDE OF BEND)7 -- HORIZONTAL 90 ELBOW (EACH SIDE OF BEND)16 -- VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF UPPER BEND)4 -- VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF LOWER BEND)2 -- VERTICAL 22.5 DEGREE OFFSET EACH SIDE OF UPPER BEND)7 -- VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF LOWER BEND)3 -- DEAD END (INCLUDING HYDRANT LEADS)32 -- RECORD DRAWING COOPER KRAUSE 59774 06/2023 D 7+00 8+00 STA 6+84.94 PC 71.57TBC 17.50' RTSTA 6 + 9 5. 1 3 71.68 TBC 2 1. 2 7' R T STA 7+00 . 4 0 P C 71.35 TBC 32.73' R T 71.44 71.37 71.26 71.18 71.71 71.63 71.78 71.71 70.87 70.92 71.32 71.39 71.32 71.24 STA 7+00.32 LP 71.40TBC 39.71' RT STA 7 + 6 8 . 4 4 PC 7 1 . 1 7 T BC 1 7 . 5 0 ' R T STA 7 + 5 7 . 9 2 71.3 2 TBC 2 1 . 5 6 ' R T STA 7 + 5 2 . 9 9 P C 71.07 TBC 3 3 . 1 9 ' R T STA 7+53.22 LP 71.18TBC 38.88' RT STA 7 + 0 0. 1 1 71.51 TBC 6 4. 0 8' R T STA 7 + 1 9. 2 3 71.88 TBC 6 4. 0 8' R T STA 7 + 3 5. 1 5 71.88 TBC 6 3. 8 4' R T STA 7 + 5 4. 2 4 71.51 TBC 6 3. 2 7' R T 71.40 71.2071.46 71.86 STA 7+19.01 PC71.69TBC 40.28' RTSTA 7+34.60 PC71.60TBC 40.05' RTR7.50' 71.77 15.00' 5.00' 5.00'5.00' 5.00' 5.00' 5.00'5.00' STA 6+54.1 STA 7+75.4 MOUNTED ON LUMINAIRE STA 7+89.7 STA 7+87.7 STA 7+59.6 STA 6+44.5 STA 6+73.7 MOUNTED ON LUMINAIRE 12+ 0 0 12.00' 10.00' 5.00' 5.00' STA 11+62.0 MOUNTED ON LUMINAIRE STA 11+93.9 MOUNTED ON LUMINAIRE VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-INTERSECTION_DETAIL.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA INTERSECTION DETAILS 5755.005 13 D-3 CPK CPK MEE 5/2022 1 REVISED NO PARKING SIGNS AND CURB PAINT 04/08/2022CPK 10 205100 SCALE IN FEET TECHNOLOGY BLVD FUTUREROADWAY1 8" WHITE THERMOPLASTIC 2 24" WHITE THERMOPLASTIC 3 WHITE THERMOPLASTIC SHARKS TEETH 1 1 1 1 1 1 1 2 3 3 3 3 KEYNOTES TBC = TOP BACK CURB PC= POINT OF CURVATURE RB= BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT MEDIAN SPILL CURB (TYP.) . TE C H N O L O G Y B L V D CONCRETE PAD FOR USPS MAIL BOXES (PENDING USPS REVIEW) R7-1L R7-1R W11-2 W16-7pR7-1 TIMEANYPARKINGNO TIMEANYPARKINGNO STOP R2-1 FLOURESCENT YELLOW GREEN Technology Blvd TIMEANYPARKINGNO STOP Technology BlvdTIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO TIMEANYPARKINGNO CONCRETE CROSSWALK 6 D-1 4 4 4 4 4 1 1 YELLOW CURB PAINT (TYP.) TIMEANYPARKINGNO TIMEANYPARKINGNO SIGNING AND STRIPING NOTES: 1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OF WIDER, WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY. 2.ALL CURB RADII ARE TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT THROUGH PEDESTRIAN RAMPS. 3.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS. RECORD DRAWING COOPER KRAUSE 59774 06/2023 BFBFBFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFNGNGNGNGNGNGNGDYHMWTT WVWVBFBFBFBFBFNGNGOHPOHPOHPOHPOHPOHPOHPOHPOHPSSSSSSSSSISWWWWWWWWW8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8 S 8 S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8SS SSS8S0+0 0 1 + 0 0 2+00 3+0 0 4+00 5+00 6+00 6+66 4865 48 7 0 48 6 9 48 6 8 4862486148634870487048704850 4860 4870 4880 4890 4850 4860 4870 4880 4890 0.75% -1.52% -0.66% -1.85% -2.11% -1.75%STA=0+25.00ELEV=4871.77STA=0+35.98 ELEV=4871.86 STA=5+15.64ELEV=4863.45STA=5+64.75ELEV=4863.12STA=6+56.39ELEV=4861.43STA=2+00.00ELEV=4868.39STA=2+68.16ELEV=4867.20FG-EG-4867.840+00 FG-4871.56EG-4868.29FG-4870.51EG-4867.001+00 FG-4869.45EG-4865.93FG-4868.39EG-4864.642+00 FG-4867.52EG-4864.33FG-4866.72EG-4863.963+00 FG-4865.96EG-4865.17FG-4865.20EG-4864.244+00 FG-4864.44EG-4863.30FG-4863.68EG-4862.485+00 FG-4863.22EG-4861.68FG-4862.47EG-4861.536+00 FG-4861.55EG-4861.73FG-EG-4861.326+66 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\005 - INNOVATION CAMPUS CDS\ACAD\SHEETS\RECORD\5755.005-TRAIL-DETAILS.DWG PLOTTED BY:KARL SAND ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS TECHNOLOGY BOULEVARD IMPROVEMENTS BOZEMAN MONTANA CONCRETE TRAIL PLAN AND PROFILE 5755.005 14 D-4 CPK CPK MEE 5/2022 1 ADDRESS CITY COMMENTS 12/01/2021CPK CPK W. COLLEGE STTECHNOLOGY BLVDCONCRETE TRAIL 12 FT WIDE CONCRETE PEDESTRIAN TRAIL AND SEWER ACCESS ROAD 5 D-1 PROPOSED INDUSTRY BOZEMAN SITE (SITE PLAN BY OTHERS) 5FT WIDE CONCRETE SIDEWALK CONNECTION TO INDUSTRY SITE 7FT WIDE CONCRETE SIDEWALK CONNECTION TO INDUSTRY SITE 5.00' MATCH EXISTING ASPHALT TRAILPROPOSED SEWER MANHOLE (TYP) 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 36 6 12 1530 30 60 PROPOSED TRAIL CL FINISHED GRADE EXISTING GRADE AT TRAIL CENTERLINE 5FT RADIUS (TYP.) 0 1 2 3 GENERAL NOTES 1.SLOPE TRAIL 1.50% TOWARDS THE CREEK (TYP.) 0 TRIBUTARY OF CATRON CREEK 1 DELINEATED WETLAND BOUNDARY 2 30FT WETLAND SETBACK 3 50FT WETLAND SETBACK 4 PUBLIC UTILITY AND ACCESS EASEMENT GRADING LIMITS (TYP.) RECORD DRAWING COOPER KRAUSE 59774 06/2023 PROJECTLOCATIONPROPOSED LEASE AREA4.896 ACRES >>BOZEMANGALLATINPLENTYWOODSHERIDANSCOBEYDANIELSWOLF POINTROOSEVELTSIDNEYRICHLANDGLENDIVEDAWSONWIBAUXWIBAUXBAKERFALLONEKALAKACARTERBROADUSPOWDER RIVERMILES CITYCUSTERTERRYPRAIRIECIRCLEMCCONEGLASGOWVALLEYJORDANGARFIELDFORSYTHROSEBUDHYSHAMTREASUREHARDINBIG HORNRED LODGECARBONCOLUMBUSSTILLWATERBILLINGSYELLOWSTONEROUNDUPMUSSELSHELLRYEGATEGOLDENVALLEYWINNETTPETROLEUMLEWISTOWNFERGUSMALTAPHILLIPSCHINOOKBLAINEHAVREHILLFORTH BENTONCHOUTEAUCHESTERLIBERTYSTANFORDJUDITHBASINGREAT FALLSCASCADEHARLOWTONWHEATLANDWHITE SULPHURSPRINGSMEAGHERTOWNSENDBROAD-WATERBIG TIMBERSWEETGRASSLIVINGSTONPARKVIRGINIA CITYMADISONDILLONBEAVERHEADBUTTESILVERANACONDADEERBOWLODGEBOULDERJEFFERSONHELENALEWISANDCLARKDEER LODGEPOWELLPHILIPSBURGGRANITEHAMILTONRAVALLIMISSOULAMISSOULASUPERIORMINERALTHOMPSON FALLSSANDERSPOLSONLAKECHOTEAUTETONCONRADPONDERASHELBYTOOLECUT BANKGLACIERKALISPELLFLATHEADLIBBYLINCOLNBOZEMAN, MONTANAMSU INNOVATION CAMPUS VERIFY SCALETHESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING.MODIFY SCALE ACCORDINGLY!REGIONAL MAP - (Not to Scale)PROJECT SITEVICINITY MAP - (Not To Scale)COPYRIGHT © MORRISON-MAIERLE, INC.2024THIS DOCUMENT WAS PREPARED BYMORRISON-MAIERLE, INC. AND MAY CONTAINCONFIDENTIAL AND/OR PRIVILEGED INFORMATION.MORRISON-MAIERLE, INC. RETAINS ALL COMMONLAW, STATUTORY, AND RESERVED RIGHTSINCLUDING THE COPYRIGHT THERETO.UNAUTHORIZED USE OF THIS DOCUMENT ISSTRICTLY PROHIBITED AND MAY BE UNLAWFUL.PREPARED BY:©COPYRIGHT MORRISON-MAIERLE, INC.,20242880 Technology Boulevard West ■ Bozeman, MT 59718Phone: (406) 587-0721 Fax: (406) 922-6702engineerssurveyorsplannersscientistsPROJECT NO.: 5755.007APPROVED BY:MATTHEW E. EKSTROMPROJECT MANAGERRKnow what'sbelow.before you dig.CallINVENTION DRIVE INFRASTRUCTUREW. COLLEGE STW. GARFIELD STW. LINCOLN STS. 19TH AVE HU F F I N E L AN EPOINT101SURVEY CONTROL POINTSNORTHINGEASTINGELEVATIONDESCRIPTION20000.000030000.00004867.67CP NAIL10320229.912130437.40084864.69CP NAIL10519044.575630051.66334879.49CP NAIL11019560.600631482.78874871.27CP REBAR11219630.582829891.38094871.87CP MAG NAIL11319020.074030785.53674881.39CP REBAR11519484.815331222.73164869.64CP MAG NAIL11620285.720430897.97694862.79CP REBARTECHNOLOGY BLVD06/2023SHEET INDEXSHEETSheet Title--COVERG-1GENERAL NOTESG-2SITE OVERVIEWR-1INVENTION DRIVE ROAD PLANR-2W. GARFIELD ST. DEMO PLANR-3W. GARFIELD ST. ROAD PLANSS-1INVENTION DRIVE SEWER PLANW-1INVENTION DRIVE WATER PLANE-1ELECTRICAL NOTES & DETAILSE-2ELECTRICAL DETAILSE-3GARFIELD LIGHTING PLAND-1SITE DETAILSD-2UTILITY DETAILSD-3CONCRETE TRAIL PLAN AND PROFILED-4INTERSECTION DETAILRECORD DRAWING06/2023 HY DLEGEND EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN FACILITIES EXISTING FIBER/TELEPHONE FACILITIES EXISTING ELECTRICAL FACILITIES EXISTING GAS FACILITIES EXISTING TRAFFIC SIGN EXISTING WELL EXISTING CMP CULVERT EXISTING RCP CULVERT ESD EXISTING STORM SEWER MAIN ES EXISTING SAN SEWER MAIN ESS EXISTING SAN SEWER SERVICE F EXISTING FIBER OPTIC EXISTING UNDERGROUND POWEREE EXISTING UNDERGROUND TELEPHONET C C EXISTING UNDERGROUND CABLE G G EXISTING GAS LINE EXISTING OVERHEAD POWER OHT OHT EXISTING OVERHEAD TELEPHONE P P EXISTING PETROLEUM LINE EW EXISTING WATER MAIN EWS EXISTING WATER SERVICE SD SD RD RD PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN PROPOSED ROOF DRAIN PROPOSED SAN SEWER CLEANOUTS WS WS UTIL UTIL PROPOSED GRAVITY SAN SEWER SERVICE PROPOSED DOMESTIC WATER SERVICE PROPOSED UTILITY CONDUIT SS SVC EXISTING BUILDING EXISTING BUILDING ROOF EXISTING CONCRETE EXISTING CURB FACE EXISTING CURB FLOWLINE EXISTING TOP BACK OF CURB EXISTING PARKING STRIPE EXISTING ASPHALT////// EXISTING GRAVEL EDGE EXISTING SIDEWALK PROPOSED BUILDING PROPOSED CONCRETE PROPOSED CURB FLOWLINE PROPOSED TOP BACK OF CURB PROPOSED PARKING STRIPE PROPOSED ASPHALT PROPOSED GRAVEL EDGE PROPOSED SIDEWALK GRAPHICAL SIDEWALK JOINT PROPOSED ASPHALT GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 4654 4653.50 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 4656 4655.50PERFPERFPROPOSED PERFORATED DRAIN PIPE PROPOSED IRRIGATION SLEEVE PROPOSED PRESSURIZED SAN SEWER SERVICESS FM SS FM FIRE FIRE PROPOSED FIRE SERVICE ABDN ABANDON AC ASPHALTIC CONCRETE, ALUMINUM CAP ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADJ ADJACENT, ADJUST AFF ABOVE FINISHED FLOOR ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURE, ARCHITECTURAL ARCP ARCHED REINFORCED CONCRETE PIPE ASPH ASPHALT AVG AVERAGE BC BUILDING CORNER BFF BELOW FINISHED FLOOR BH BOREHOLE BLDG BUILDING BLK BLOCK BM BENCHMARK BRG BEARING BW BOTTOM OF WALL CHK CHECK CI CAST IRON CIPC CAST IN-PLACE CONCRETE CIRC CIRCULAR CL CENTERLINE CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CO CLEANOUT COB CITY OF BOZEMAN COMB COMBINATION CONC CONCRETE CONN CONNECT, CONNECTION COORD COORDINATE CP CONTROL POINT CPP CORRUGATED PLASTIC PIPE CSP CORRUGATED STEEL PIPE CTR CENTER CU CUBIC CU FT, CF CUBIC FEET CU IN CUBIC INCH CULV CULVERT CU YD CUBIC YARD D & L D&L FOUNDRY AND SUPPLY DBL DOUBLE DI DUCTILE IRON, DRAIN INLET DIA, Ø DIAMETER DIM DIMENSION DIR DIRECTION DTL DETAIL DWG DRAWING E EAST EA EACH, EDGE OF ASPHALT EC EDGE OF CONCRETE EG EDGE OF GRAVEL, EXISTING GROUND EJIW EAST JORDAN IRON WORKS EL, ELEV ELEVATION ELEC ELECTRIC, ELECTRICAL ENGR ENGINEER EP EDGE OF PAVEMENT EXC EXCAVATE EX EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FES FLARED END SECTION FET FLARED END TERMINAL FF FINISHED FLOOR FG FINISHED GRADE FHYD FIRE HYDRANT FL FLOWLINE FLR FLOOR FT FOOT, FEET FTG FOOTING GA GAGE, GAUGE GAL GALLON GB GRADE BREAK GFA GROSS FLOOR AREA GND GROUND GSP GALVANIZED STEEL PIPE GVL GRAVEL HC HANDICAP HDPE HIGH DENSITY POLYETHYLENE HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HWY HIGHWAY HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INSUL INSULATE INT INTERIOR INV INVERT LAT LATITUDE LF LINEAR FEET LONG LONGITUDE, LONGITUDINAL LT LEFT LVL LEVEL MATL MATERIAL MAX MAXIMUM MDT MONTANA DEPARTMENT OF TRANSPORTATION MECH MECHANICAL MFD MANUFACTURED MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS N NORTH NE NORTHEAST NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OHP OVERHEAD POWER PC POINT OF CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PRELIM PRELIMINARY PROP PROPERTY PT POINT, POINT OF TANGENCY PVC POLYVINYL CHLORIDE PVMT PAVEMENT RACET ROAD APPROACH CULVERT END TERMINAL R, RAD RADIUS RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE RD ROAD, ROOF DRAIN REF REFERENCE REQD REQUIRED RT RIGHT R/W RIGHT-OF-WAY S SOUTH SAN SANITARY SCH SCHEDULE SD STORM DRAIN SE SOUTHEAST SEC SECTION SPEC SPECIFICATION SQ SQUARE SQ FT, SF SQUARE FOOT SQ IN SQUARE INCH STA STATION SS SANITARY SEWER STD STANDARD SVC SERVICE SW SIDEWALK, SOUTHWEST TB THRUST BLOCK TBC TOP BACK OF CURB TEMP TEMPORARY, TEMPERATURE TOC TOP OF CONCRETE TRANS TRANSITION TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UTIL UTILITY VERT VERTICAL VOL VOLUME VPD VEHICLES PER DAY W WEST W/WITH W/O WITHOUT WL WATERLINE TR WATER WSEL WATER SURFACE ELEVATION WV WATER VALVE XFMR TRANSFORMER YD YARD NOTE: FOR ABBREVIATIONS NOT LISTED, CONTACT THE ENGINEER. ABBREVIATIONS DETAIL AND SECTION DESIGNATION A - X-X SECTION (LETTER) OR DETAIL (NUMERAL) DESIGNATION DRAWING NUMBER (OR SAME DRAWING) ON DRAWING WHERE SECTION OR DETAIL IS TAKEN: DRAWING NUMBER WHERE SHOWN ON DRAWING WHERE SECTION OR DETAIL IS SHOWN: DRAWING NUMBER(S) WHERE TAKEN GENERAL NOTES: 1.STANDARD SYMBOLS AND LINE TYPES ARE SHOWN IN THE LEGEND. SOME SYMBOLS OR LINE TYPES SHOWN MAY NOT BE SHOWN ON THE PLANS. 2.IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE NOTED AS "EXISTING" AND ARE SHOWN IN LIGHT LINE WEIGHTS OR AS SCREENED BACKGROUND. NEW STRUCTURES OR FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. CONSTRUCTION NOTES: 1.ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION DATED APRIL 2010 (MPWSS); THE CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS. 2.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE DIVISION OF INDUSTRIAL REGULATIONS (OSHA) SAFETY STANDARDS. IF REQUESTED BY THE INSPECTOR, THE CONTRACTOR SHALL PROVIDE PROOF OF A PERMIT FROM SAID DIVISION. 3.THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED WITHIN THE PROJECT LIMITS. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE PROJECT SITE WHERE APPROVED BY THE OWNER. IT SHALL BE UNDERSTOOD THAT THE RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF EQUIPMENT AND MATERIALS ON OR NEAR THE SITE WILL BE ENTIRELY THAT OF THE CONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER. 4.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO COMMENCEMENT OR CONTINUATION OF CONSTRUCTION ACTIVITIES. 5.REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTY CORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA. 6.A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIOR TO THE START OF CONSTRUCTION. 7.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY, COUNTY, AND/OR STATE INSPECTOR 48 HOURS PRIOR TO COMMENCING CONSTRUCTION AND 24 HOURS IN ADVANCE OF SPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF AN INSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCH SERVICES. 8.THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER TO MINIMIZE INCONVENIENCE TO THE ADJACENT BUSINESSES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTY INSOFAR AS IT MAY BE AFFECTED BY THESE OPERATIONS, ALL COSTS FOR PROTECTING, REMOVING, AND RESTORING EXISTING IMPROVEMENTS SHALL BE BORNE SOLELY BY THE CONTRACTOR. 10.THE CONTRACTOR SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS ON THE SITE IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 11.THE CONTRACTOR SHALL IMMEDIATELY CLEAN UP ANY CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR OTHER PUBLIC RIGHTS-OF-WAY AND MAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. 12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIES HAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BE INSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIAN PATH IN ACCORDANCE WITH THE SPECIFICATIONS AND ANY OR ALL LOCAL REGULATIONS. 13.AREAS ON THE SITE TO BE GRADED SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION AND DEBRIS. THESE MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 14.SURFACE SOILS WITHIN THE PROJECT LIMITS CONTAINING ROOTS AND ORGANIC MATTER SHALL BE STRIPPED DOWN AND STOCKPILED OR DISCARDED AS DIRECTED BY THE OWNER OR ENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OR OWNER'S AUTHORIZED REPRESENTATIVE. STRIPPING SHALL BE REMOVED FROM THE SITE OR STOCKPILED AT A LOCATION DESIGNATED BY THE OWNER. 15.THE GROUND SURFACE EXPOSED BY STRIPPING SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8"), MOISTURE CONDITIONED TO THE PROPER MOISTURE CONTENT FOR COMPACTION, AND COMPACTED AS REQUIRED FOR COMPACTED FILL. RECOMPACTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING FILL. 16.NO STOPPING, PARKING, OR STORING OF CONSTRUCTION MATERIALS IN THE PUBLIC STREETS /ROADS, RIGHTS-OF-WAY, OR ANY DRIVEWAY IS ALLOWED. 17.THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER. 18.ASPHALT AND CONCRETE SHALL BE SAW CUT OR NEAT CUT AS APPROVED BY THE ENGINEER. 19.THE CONTRACTOR SHALL UTILIZE COMPACTION EQUIPMENT SUITABLE FOR THE SOIL TYPES AND SURFACE MATERIALS ENCOUNTERED ON THE PROJECT. 20.SUBGRADE, SUB-BASE, BASE, AND SURFACE COURSE COMPACTION SHALL CONFORM TO ALL APPLICABLE SPECIFICATIONS NOTED IN THE MPWSS; CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS. 21.CONCRETE SHALL BE CLASS M-4000 UNLESS OTHERWISE SPECIFIED. 22.CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED THAT WILL LEAVE CORNERS ROUNDED AND TO DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH. 23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4800' TO PROJECT DATUM. 24.SIDE SLOPES FROM DRIVE AND PARKING AREAS SHALL BE 4:1 MAX UNLESS OTHERWISE SPECIFIED. 25.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THERE IS A CONSTRUCTION PERMIT APPROVED BY THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) OR LOCAL GOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY APPROVALS FROM MDEQ OR THE LOCAL GOVERNING AGENCY. 26.CONTRACTOR IS RESPONSIBLE FOR PROJECT DUST CONTROL. 27.ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM. RUNNING SLOPE OF 5%. GENERAL UTILITY NOTES: 1.THE LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE, AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN. 2.LOCATION OF SITE UTILITIES SHALL BE VERIFIED BY GENERAL CONTRACTOR AND THE UTILITY COMPANY PROVIDING SERVICE. ANY PROPOSED ADJUSTMENTS TO DRY UTILITY LOCATION SHALL BE COORDINATED WITH UTILITY COMPANIES. 3.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, INVERT ELEVATIONS, AND GRADE. 4.THE CONTRACTOR SHALL NOTIFY THE MONTANA ONE CALL CENTER @ 811 OR (800) 551-8344 FOR ON-SITE UTILITY LOCATION. ALL KNOWN EXISTING UTILITIES SHALL BE MARKED BEFORE DIGGING. 5.SITE TO BE ROUGH GRADED PRIOR TO INSTALLATION OF UTILITIES TO ASSURE 6.5 FEET (78 INCHES) OF MINIMUM COVER ON BURIED WATER PIPING OR DEEPER AS SPECIFIED. IF 6.5 FEET OF MINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING MAY BE REQUIRED. 6.GENERAL CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER ANY UTILITY SYSTEM PRIOR TO INSTALLATION. 7.CONTRACTOR TO COORDINATE WITH CITY ENGINEER PRIOR TO CONNECTING TO EXISTING WATER LINES OWNED AND MAINTAINED BY THE CITY OF BOZEMAN. 8.ALL WATER VALVES OWNED AND OPERATED BY THE CITY OF BOZEMAN SHALL BE OPERATED BY CITY OF BOZEMAN PUBLIC WORKS DEPARTMENT PERSONNEL ONLY. 9.SEWER AND WATER CONNECTIONS SHALL BE PERFORMED BY A LICENSED PLUMBER. 10.ALL 8- INCH DIAMETER GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED. ALL 4-INCH DIAMETER SANITARY SEWER SERVICES SHALL BE SDR 26, UNLESS OTHERWISE NOTED. INSTALL SERVICES PER COB STD DWG 02730-2. 11.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 12.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151. 13.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING. 14.THE PIPE GRADES SHOWN ARE CALCULATED FROM ACTUAL DISTANCES, EDGE-OF-MANHOLE TO EDGE-OF-MANHOLE FOR BOTH SANITARY SEWER AND STORM DRAIN AS APPLICABLE. THE DISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING. 15.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 16.SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 17.THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. ALL FITTINGS, INCLUDING BENDS EQUAL TO OR GREATER THAN TWENTY-TWO AND ONE-HALF DEGREES (22.5°), TEES, AND PLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHERE INDICATED ON THE PLANS. 18.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS. 19.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE. 20.GENERAL CONTRACTORS SHALL TRENCH FOR DRY UTILITIES (NATURAL GAS, POWER, CABLE, PHONE, ETC.). DRY UTILITIES ARE TO BE INSTALLED AS NOTED IN AGREEMENT(S) WITH THE UTILITY COMPANY OR COMPANIES. 21.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES OR MANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MAGE. ENTITY POWER & GAS PROJECT CONTACT LIST FIRM OR AGENCY ADDRESS CONTACT PHONE & EMAIL NORTHWESTERN ENERGY 121 EAST GRIFFIN BOZEMAN, MT 59715 CITY ENGINEERING CITY OF BOZEMAN ENGINEERING DIVISION 20 EAST OLIVE STREET BOZEMAN, MT 59715 LANCE LEHIGH (406) 582-2284 LLEHIGH@bozeman.net CITY PLANNING & ZONING CITY OF BOZEMAN PLANNING DEPARTMENT SARAH ROSENBERG (406) 582-2260 srosenberg@bozeman.net WATER & SANITARY SEWER CITY OF BOZEMAN WATER & SEWER DIVISION 121 NORTH ROUSE AVENUE BOZEMAN, MT 59715 JOHN ALSTON (SUPERINTENDENT) (406) 582-3203 jalston@bozeman.net ENGINEER OF CONTENT MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 MATT EKSTROM, PE (406) 431-5819 mekstrom@m-m.net ENVIRONMENTAL MORRISON-MAIERLE, INC. 2880 TECHNOLOGY BLVD W PO BOX 1113 BOZEMAN, MT 59771-1113 CHRISTINE PEARCY (406) 587-0721 cpearcy@m-m.net 20 EAST OLIVE STREET BOZEMAN, MT 59715 DEVELOPER BIG SKY QF, LLC 75 HOLLY HILL LANE, SUITE 305 GREENWICH, CT 06830 ADAM FRIEDMAN adam@charterrealty.com VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-GENERAL NOTES.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTURE BOZEMAN MONTANA GENERAL NOTES 5755.007 2 G-1 CPK CPK MEE 6/1/2022 1 ADDRESS CITY COMMENTS 5/24/2022CPK RECORD DRAWING COOPER KRAUSE 59774 06/2023 BFBF BF BF BF BFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BFNGNGNGNGNGNG F F F F F DYHDYHS MW TT TTT WV WV WV WV WV WV WV FF F F F F TV E EEDYH DYH I S S S S P P T T WV WVWV WV WV BF BF BF BF BF OHP OHP OHP OHP OHP OHP OHP OHP S S S W W W MW MW BTV BTV BTV BTV D S S S BFBFBFBF I II D S SS S MW T WV NG NGOHP OHP D MW BF BFBFBFBF BF BF BF BF BFBFBF BF BF BF HY DHY DHYDHYDHYDWWWWWWWWWWWWWW W W W W W W W W OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP NG TP TP TP TP TP TP TP BF SD SD SD SDSDSDSDSDSDWWBFBFBTV BTV BTV BTV BTV BTV BTV BTVBTVBTV BTV BTVNGNGTVP TVT P E P TV SSSSSS S W W W W W W W W S S S S PROPOSED LEASE AREA4.896 ACRES >>>>>>>>>>>>>>>>>>>8S8S8S8S8S8S8S8S8S8S8SS S S S S 8S 8S 8S 8S 8S 8S 8S 8S 8S 8S S 8SS 15SD 15SD 18SD 18SD 18SD 18SD18SD18SD18SD18SDSDD D 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 WHYDHYDHYDHYD8W8.00' PUBLIC ACCESS EASEMENT PER DOC. NO. 2364299 10.00' PIPELINE EASEMENT PER DOC. NO. 2470211 20.00' BOZEMAN FIBER UTILITY EASEMENT PER DOC. NO. 2545979 12.50' PUBLIC STREET AND UTILITY EASEMENT PER DOC. NO. 2594392 32.50' PUBLIC STREET AND UTILITY EASEMENT PER DOC. NO. 212750 20.00' BOZEMAN FIBER UTILITY EASEMENT PER DOC. NO. 2545979 487 0 4875 487 1 48724873 4874 4876 48774878 4879487948794878 4879 4875 4871 4872 4873 4874 4876 4877 48 6 5 48704 8 6 2 486 3 486 4 48 6 6 48674 8 6 8 48694871 8SS S 8S8S8SSHYD8W8W8W8W8W 8W8W8W8W8WTHIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-EXISTINGSITE.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTURE BOZEMAN MONTANA SITE OVERVIEW 5755.007 3 G-2 CPK CPK MEE 6/1/2022 TECHNO L O G Y B L V D W. COLLEGE ST BOZEMAN FIBER CONSTRUCTION EASEMENT PER DOC. NO. 2545979 EXISTIN G A R L BUILDIN G S I T E R E S E A R C H D RTECHNOLOGY BLVD 80 16040800 SCALE IN FEET WETLAND BOUNDARY (TYP.) 30FT WETLAND SETBACK (TYP.) 50FT WETLAND SETBACK (TYP.) 10.00' PUBLIC UTILITY EASEMENT PER DOC NO. 2594393 10.00' PUBLIC UTILITY EASEMENT PER DOC NO. 2594393 EXISTING HOPLITE FACILITY W. GARFIELD STBRANCH OF EAST CATRON CREEKPROPOSED INDUSTRY BOZEMAN SITE 10.00' PUBLIC UTILITY EASEMENT PROPOSED 10.00' PUBLIC UTILITY EASEMENT PROPOSED 10.00' PUBLIC UTILITY EASEMENT SHEET SS-1SHEET W-1 SHEET R-1 SHEETS R-2 AND R-3 EXISTING STORMWATER POND WETLAND NOTE: CONTRACTOR SHALL NOT DISTURB ANY WETLAND AREA OR WETLAND SETBACK WITHOUT PROPER PERMITS IN PLACE. GRADING LIMITS SHALL NOT EXTEND BEYOND LIMITS AS SHOWN IN PLAN UNLESS OTHERWISE APPROVED BY OWNER OR ENGINEER. RECORD DRAWING COOPER KRAUSE 59774 06/2023 MWMWBTVBTVBTVBTVBTVBTVBTVBTVBTVHYDWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPTPBTVBTVBTVBTVBTVS8S8S8S8S8S8S8S8S8S8S8S8S 8S S12SD15SD15SD15SD15SD15SD18SDD8W8W8W8W8W8W8W8W8W8W8WHYDHY D8W 8W WS 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+85 8S8S8SSS8S8S8S8S8S8SSH Y D8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WBP: 0+00.00PC: 1+98.80Mid: 3+04.06PT: 4+09 .33PC: 4+78 .19Mid: 5+83.45PT: 6+88.72EP: 8+84.56487648774875487448 7 4 4 8 7 3 487248714870486948 68 4867MATCH EXISTING STA 7+75.56 48 8 2 4 8 8 1 4 8 8 0 4 8 7 9 48 7 8 487 7 4876 4875 487 4 4 8 7 3 48 7 2 STA 7+73.1 STA 7+73.8 R400.00'R400.00 ' 4860 4865 4870 4875 4880 4885 4890 4860 4865 4870 4875 4880 4885 4890 VPI STA=1+50.00 VPI ELEV=4881.58 K=50.00 LVC=80.87'VPC STA=1+09.56VPC ELEV=4881.78VPT STA=1+90.44VPT ELEV=4880.72VPI STA=8+00.00 VPI ELEV=4871.13 K=20.00 LVC=39.28'VPC STA=7+80.36VPC ELEV=4871.42VPT STA=8+19.64VPT ELEV=4871.23-1.23% -1.48% -0.50% -2.12% 0.49%STA=0+70.40ELEV=4881.94STA=7+10.04ELEV=4872.46STA=4+00.00ELEV=4876.28STA=8+24.06 ELEV=4871.25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00EG CL-EG CL-4882.53EG CL-4879.06EG CL-4878.35EG CL-4877.79EG CL-4877.18EG CL-4876.36EG CL-4875.41EG CL-4874.59EG CL-4875.46EG CL-4873.62EG CL-4872.99EG CL-4872.48EG CL-4872.05EG CL-4871.52EG CL-4871.08EG CL-4870.62EG CL-4870.00EG CL-FG CL-FG CL-FG CL-4881.83FG CL-4881.41FG CL-4880.52FG CL-4879.46FG CL-4878.40FG CL-4877.34FG CL-4876.28FG CL-4875.67FG CL-4875.05FG CL-4874.43FG CL-4873.82FG CL-4873.20FG CL-4872.59FG CL-4871.87FG CL-4871.23FG CL-FG CL-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-4867.81INV-4867.56INV-4867.31INV-INV-MATCH EXISTING STA 7+75.56 ELEV=4871.49 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-ROAD.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA INVENTION DRIVE ROAD PLAN 5755.007 4 R-1 CPK CPK MEE 6/1/2022 1 ADDRESS CITY COMMENTS 5/24/2022CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 2040 40 80 INVENT I O NW. GARFIELD STINVENTION DRIVE EXISTING GROUND AT ROAD CENTERLINE PROPOSED GROUND AT ROAD CENTERLINE TECHNOLOGY BLVDDR 1 D-4 PROPOSED 10FT CONCRETE PEDESTRIAN PATH SEE SHEET D-3 2 D-4 EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE PROPOSED ASPHALT PAVEMENT SURFACE PROPOSED CONCRETE SURFACE LEGEND PROPOSED WATER MAIN SEE SHEET W-1 PROPOSED SEWER MAIN SEE SHEET SS-1 GRADING LIMITS (TYP.) 5 D-1 KEY NOTES UTILITY CONDUITS IRRIGATION CONDUIT: 6" CL200 PVC, 24" DEEPB A 2 D-1 B B A B R7-1L R7-1R TIMEANYPARKINGNOTIMEANYPARKINGNOAEXISTING BURIED TV RECORD DRAWING COOPER KRAUSE 59774 06/2023 HY DHY DHY DW W W W W W W W W W W W W W W W W W W WW WWTV P TVT P E P TV 6+007+008+009+0010+0011+0012+0013+0014+0015+0016+00±100' STA 6+87.23 - 0.32' RT BEGIN 4" DOUBLE YELLOW DEMO & 24" DIAGONAL BARS STA 11+68.42 - 4.94' LT END 4" DOUBLE YELLOW DEMO STA 11+32.24 - 0.11' RT (CENTER OF SYMBOLS) DEMO STA 9+88.21 - 5.06' RT BEGIN 4" SOLID WHITE DEMO STA 11+70.52 - 5.14' RT END 4" SOLID WHITE DEMO STA 13+66.55 - 4.76' RT BEGIN 4" DOUBLE YELLOW DEMO STA 13+66.57 - 4.93' LT BEGIN 4" SOLID WHITE DEMO STA 13+73.43 - 4.92' LT END 4" SOLID WHITE DEMO STA 9+30.83 - 22.94' RT REMOVE EXISTING R3-2 STA 11+88.87 - 36.79' LT REMOVE EXISTING SIGN AND POST HY DHYDWWWWWWWWWWWWWWWWWWWWWW W W W W WSSSSSS 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+00CHILLER XFMRMAINSWBDATS CT ENCMETER STA 18+95.09 - 0.27' RT END 4" DOUBLE YELLOW DEMO STA 16+95.29 - 15.41' LT BEGIN 4" SOLID WHITE DEMO STA 17+98.32 - 15.54' LT END 4" SOLID WHITE DEMO VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-GARFIELD - DEMO.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA W. GARFIELD ST. DEMO PLAN 5755.007 5 R-2 CPK CPK MEE 6/1/2022 1 ADDRESS CITY COMMENTS 5/24/2022CPK 40 8020400 SCALE IN FEET W. GARFIELD ST MATCH LINETHIS SHEETMATCH LINETHIS SHEETREMOVE EXISTING APPROACH REPLACE WITH TYPICAL CATCH CURB BOZEM A N G A T E W A Y SUBDIV I S I O N S. 29TH AVEARL BU I L D I N G W. GARFIELD ST INNOVATION CAMPUS PROPERTY LINE (TYP.) EXISTING 6 FT SIDEWALK LEGEND PROPOSED ASPHALT PAVEMENT SURFACE EXISTING ASPHALT PAVEMENT SURFACE EXISTING PAVEMENT MARKING TO REMAIN EXISTING PAVEMENT MARKING TO BE REMOVED REMOVE EXISTING CURB ABANDON EXISTING WATER MAIN STUB AT THE MAIN IN GARFIELD STREET. COORDINATE WITH CITY OF BOZEMAN WATER DEPARTMENT. BACKFILL TRENCH WITHIN GARFIELD STREET R.O.W. WITH FLOWABLE FILL ACCORDING TO CITY OF BOZEMAN STANDARDS. RECORD DRAWING COOPER KRAUSE 59774 06/2023 T 6+007+008+009+0010+0011+0012+0013+0014+0015+0016+00±100' HH HHHH STA 6+87.23 - 0.32' RT BEGIN 4" DOUBLE YELLOW STA 10+61.01 - 0.23' RT PI - DOUBLE YELLOW STA 11+86.02 - 0.34' RT END 4" DOUBLE YELLOW STA 13+66.55 - 4.76' RT BEGIN 4" DOUBLE YELLOW STA 14+66.57 - 4.75' LT PI - DOUBLE YELLOW STA 15+23.39 - 4.48' RT PI - DOUBLE YELLOW R5.00' 25:1 TAPER 25:1 TAPER 12:1 TAPER 11:1 TAPER STA 9+28.09 - 25.03' LT EXISTING SIGN STA 12+49.42 - 32.22' RT EXISTING STOP AND STREET SIGN STA 14+27.96 - 26.1' LT STA 14+31.04 - 22.68' RT EXISTING R7-1 STA 17+15.67 - 41.47' LT NEW STOP AND STREET SIGN SSSSSS 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+00CHILLER XFMRMAINSWBDATS CT ENCMETER STA 16+23.34 - 5.52' LT PI - DOUBLE YELLOW STA 17+70.45 - 0.54' LT BEGIN 4" DOUBLE YELLOW STA 18+95.45 - 0.30' RT END 4" DOUBLE YELLOW STA 16+23.36 - 4.48' RT BEGIN 8" WHITE STA 17+23.36 END 4" DOUBLE YELLOW END 8" WHITE STA 16+35.30 - 0.78' LT (CENTER OF SYMBOLS) STA 16+81.30 17.72' LT (CENTER OF SYMBOLS) R5.00' 30:1 TAPER 22:1 TAPER STA 24+29.82 - 22.73' RT EXISTING R7-1 STA 24+27.91 - 26.2' LTSTA 19+46.82 - 24.67' LT MOUNTED ON LUMINAIRE STA 19+28.65 - 22.93' RT EXISTING R7-1 STA 17+15.67 - 41.47' LT NEW STOP AND STREET SIGN 8.00' 8.00' 8.00' 6.00' 6.00' 6.00' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-GARFIELD.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA W. GARFIELD ST. ROAD PLAN 5755.007 6 R-3 CPK CPK MEE 6/1/2022 1 ADDRESS CITY COMMENTS 5/24/2022CPK 40 8020400 SCALE IN FEET1 - W. GARFIELD ST. SIDEWALK SCALE: NTSINVENTION DRW. GARFIELD ST MATCH LINETHIS SHEETMATCH LINETHIS SHEETREMOVE EXISTING APPROACH REPLACE WITH TYPICAL CATCH CURB BOZEM A N G A T E W A Y SUBDIV I S I O N S. 29TH AVEARL BU I L D I N G W. GARFIELD ST INNOVATION CAMPUS PROPERTY LINE (TYP.) PROPOSED 6 FT WIDE SIDEWALK 1 - MATCH EXISTING SIDEWALK EXISTING 6 FT SIDEWALK TBC (EXISTING) 6 FTPROPOSED BLVD (±5.5 FT) LEGEND PROPOSED ASPHALT PAVEMENT SURFACE EXISTING ASPHALT PAVEMENT SURFACE EXISTING PAVEMENT MARKING PROPOSED PAVEMENT MARKING 1 2 1 2 MATCH EXISTING NEW 24" YELLOW PLASTIC AT 30° AND 50' SPACING (TYP.) 2%1.5% MAX B REMOVE EXISTING R7-1 REPLACE EXISTING R7-1 WITH NEW R3-17 AND R8-3 P BIKE LANE B NEW R7-1R MOUNTED ON LUMINAIRE NEW R7-1L B NOTES: SIDEWALK TO BE 6-INCH THICK M-4000 CONCRETE REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD. (COB STD DWG NO. 02529-15) PROPOSED LUMINAIRE (TYP.)B SIGNING AND STRIPING NOTES: 1.ALL NEW TRANSVERSE PAVEMENT MARKINGS, STRIPES 8 INCHES IN WIDTH OF WIDER, WORDS AND SYMBOLS ARE TO BE INLAID THERMOPLASTIC OR PREFORMED PLASTIC TAPE. ALL OTHER MARKINGS SHALL BE EPOXY. 2.ALL CURB RADII ARE TO BE PAINTED WITH YELLOW EPOXY. DO NOT PAINT THROUGH PEDESTRIAN RAMPS. 3.SIGNS SHALL BE INSTALLED PER MUTCD AND COB STANDARDS. RECORD DRAWING COOPER KRAUSE 59774 06/2023 BTVBTVBTVBTVBTVBTVBTVBTVBTVHYDWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPBTVBTVBTVBTVBTVS8S8S8S8S8S8S8S8S8S8S8S8S 8S S12SD15SD15SD15SD15SD15SD18SDD8W8W8W8W8W8W8W8W8W8W8WHYDHY D8W 8W WS8S8S8SSS8S8S8S8S8S8SSHYD8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8WSSMH 2-1 STA 6+59.94 - 13.50' RT SSMH 2-2 STA 5+18.80 - 13.50' RT SSMH 2-3 STA 4+29.74 - 14.78' RT STA 7+65.56, 14.50' RT CONNECT TO EXISTING 8" SEWER STUB 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+85 164.5 4 °' 165.77°' 4860 4865 4870 4875 4880 4885 4890 4860 4865 4870 4875 4880 4885 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00EG CL-EG CL-4882.53EG CL-4879.06EG CL-4878.35EG CL-4877.79EG CL-4877.18EG CL-4876.36EG CL-4875.41EG CL-4874.59EG CL-4875.46EG CL-4873.62EG CL-4872.99EG CL-4872.48EG CL-4872.05EG CL-4871.52EG CL-4871.08EG CL-4870.62EG CL-4870.00EG CL-FG CL-FG CL-FG CL-4881.83FG CL-4881.41FG CL-4880.52FG CL-4879.46FG CL-4878.40FG CL-4877.34FG CL-4876.28FG CL-4875.67FG CL-4875.05FG CL-4874.43FG CL-4873.82FG CL-4873.20FG CL-4872.59FG CL-4871.87FG CL-4871.23FG CL-FG CL-INV-INV-INV-INV-INV-INV-INV-INV-INV-INV-4865.24INV-4864.75INV-4864.03INV-4863.42INV-4862.81INV-4862.30INV-4862.06INV-INV-INV-106.63 LF 8" PVC @ 0.50% SSMH 2-1 INSTALL NEW 48" Ø MANHOLE STA 6+59.94 RIM ELEV=4872.67 8" INV IN (S) = 4862.69 8" INV OUT (N) = 4862.49 DEPTH = 10.18' 137.68 LF 8" PV C @ 1 . 2 7 % SSMH 2-2 INSTALL NEW 48" Ø MANHOLE STA 5+18.80 RIM ELEV=4874.41 8" INV IN (SE) = 4864.59 8" INV OUT (N) = 4864.39 DEPTH = 10.03' 89.62 LF 8" PVC @ 0.99% SSMH 2-3 INSTALL NEW 48" Ø MANHOLE STA 4+29.74 RIM ELEV=4875.47 8" INV OUT (NW) = 4865.43 DEPTH = 10.04' STA 7+65.56 CONNECT TO EXISTING 8" SEWER STUB CONTRACTOR TO VERIFY LOCATION, DEPTH, AND MATERIAL TYPE IN THE FIELD VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-SEWER.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA INVENTION DRIVE SEWER PLAN 5755.007 7 SS-1 CPK CPK MEE 6/1/2022 INVENTION DRW. GARFIELD STINVENTION DRIVE INSTALL 327 LF 8" PVC SDR 35 SEWER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING GROUND AT ROAD CENTERLINE PROPOSED GROUND AT ROAD CENTERLINE TECHNOLOGY BLVD4" SEWER SERVICE STA 4+41 - 62.86' LT INV = 67.52 (A.B.) 4" SEWER SERVICE STA 4+41 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 2040 40 80 EXISTING MANHOLE (TYP) 4" SEWER SERVICE STA 4+42 - 62.86' LT INV = 67.43 (A.B.) 4" SEWER SERVICE STA 4+42 EXISTING WATER SERVICE PROPOSED WATER MAIN SEE SHEET W-1 RECORD DRAWING COOPER KRAUSE 59774 06/2023 4865.39 (A.B.) BTVBTVBTVBTVBTVBTVBTVBTVBTVHYDWWWWWWWWOHPOHPOHPOHPOHPOHPOHPOHPBTVBTVBTVBTVBTVS8S8S8S8S8S8S8S8S8S8S8S8S 8S S12SD15SD15SD15SD15SD15SD18SDD8W8W8W8W8W8W8W8W8W8W8WHYDHY D8W 8W WS 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+85 8S8S8SSS8S8S8S8S8S8SSH Y D8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W8W22.5 DEG BEND STA 2+49.7 - 13.4' LT STA 0+64.7 CONNECT TO EXISTING WITH LIVE TAP AND INSTALL NEW 8" IN GATE VALVE INV = 4874.53 CONTRACTOR TO COORDINATE WITH COB WATER DEPT. 11.25 DEG BEND STA 3+73.6 - 17.9' LT 11.25 DEG BEND STA 4+77.2 - 20.5' LT 22.5 DEG BEND STA 6+33.4 - 20.5' LT 8 X 6 TEE STA 4+83.8 - 19.2' LT 8" GATE VALVE STA 4+88.5 - 18.3' LT FH ASS'Y STA 4+85.53 - 29.7' LT CONNECT TO EXISTING STA 7+65.55 - 16.5' LT 4860 4865 4870 4875 4880 4885 4890 4860 4865 4870 4875 4880 4885 4890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00EG CL-EG CL-4882.53EG CL-4879.06EG CL-4878.35EG CL-4877.79EG CL-4877.18EG CL-4876.36EG CL-4875.41EG CL-4874.59EG CL-4875.46EG CL-4873.62EG CL-4872.99EG CL-4872.48EG CL-4872.05EG CL-4871.52EG CL-4871.08EG CL-4870.62EG CL-4870.00EG CL-FG CL-FG CL-FG CL-4881.83FG CL-4881.41FG CL-4880.52FG CL-4879.46FG CL-4878.40FG CL-4877.34FG CL-4876.28FG CL-4875.67FG CL-4875.05FG CL-4874.43FG CL-4873.82FG CL-4873.20FG CL-4872.59FG CL-4871.87FG CL-4871.23FG CL-FG CL-STA 2+49.7 22.5 DEG BEND 8" INV = 4871.80 STA 0+64.7 NEW 8" GATE VALVE INV = 4874.53 STA 3+73.6 11.25 DEG BEND 8" INV = 4868.84 STA 4+77.2 11.25 DEG BEND 8" INV = 4867.34 STA 6+33.4 22.5 DEG BEND 8" INV = 4865.17 STA 4+83.8 8 X 6 TEE 8" INV = 4867.27 STA 4+88.5 8" GATE VALVE INV = 4867.22 HYD & LEAD VLV ASMBLY PER COB STD DETAIL 02660-4 STA 4+85.53 FH BURY = 4874.38 DEPTH = 7.0'INV-INV-INV-4874.01INV-4873.27INV-4872.53INV-4871.82INV-4870.62INV-4869.41INV-4868.46INV-4867.72INV-4867.06INV-4866.36INV-4865.65INV-4865.01INV-4864.53INV-4864.04INV-INV-INV-STA 7+65.55 CONNECT TO EXISTING INV ELEV=4863.89 STA 4+41.91 PROPOSED SEWER SERVICE ELEV=4864.71 6.5' MINIMUM COVER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-WATER.DWG PLOTTED BY:COOPER KRAUSE ON Jul/03/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA INVENTION DRIVE WATER PLAN 5755.007 8 W-1 CPK CPK MEE 6/1/2022 1 ADDRESS CITY COMMENTS 05/24/2022CPK 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 24 4 8 2040 40 80 INVENTION DRIVEW. GARFIELD STINVENTION DRIVE INSTALL 703 LF 8" CLASS 51 D.I. WATER PIPE TYPE A TRENCH BACKFILL TYPE 1 BEDDING EXISTING GROUND AT ROAD CENTERLINE PROPOSED GROUND AT ROAD CENTERLINE TECHNOLOGY BLVDEXISTING 8" DUCTILE IRON WATER MAIN GENERAL NOTES 1.CONTRACTOR TO VERIFY EXISTING WATER PIPE SIZE, LOCATION, AND MATERIAL IN THE FIELD. 2.WRAP ALL NEW DUCTILE IRON WATER PIPE WITH V-BIO ENHANCED POLYETHYLENE ENCASEMENT PER MANUFACTURES STANDARDS AND RECOMMENDATIONS. .1 1 GARFIELD TRENCH RECONSTRUCTION CONTRACTOR TO CUT, REMOVE, AND DISPOSE OF ASPHALT AS REQUIRED FLOWABLE FILL SHALL BE USED AS BACKFILL, AND CONTRACTOR SHALL MATCH THE EXISTING ASPHALT THICKNESS TACK COAT REQUIRED OVER FLOWABLE FILL SURFACE AND CUT ASPHALT EDGES PRIOR TO PAVING CONTRACTOR TO RE-STRIPE AS NECESSARY TO MATCH EXISTING RECORD DRAWING COOPER KRAUSE 59774 06/2023 4874.42 (A.B.) 4867.26 (A.B.) 4865.12 (A.B.) 4867.37 (A.B.) 4867.26 (A.B.) FH ARROW BOLT BM = 4877.06 FH ARROW BOLT BM = 4877.06 THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-ELECTRICAL.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA ELECTRICAL NOTES & DETAILS 5755.007 9 E-1 JLG JLG RPM 6/1/2022 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTIONS MOUNTING HEIGHT, UNO BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 UNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS INDICATE NEUTRAL CONDUCTORS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH 120V BRANCH CIRCUIT. A SINGLE INSULATED GREEN GROUND CONDUCTOR SHALL BE PROVIDED WITH EACH HOME RUN. RACEWAY BELOW FLOOR OR BELOW GRADE RACWAY STUB-OUT OR STUB-UP WITH BUSHED END PAD MOUNTED TRANSFORMER UTILITY ELECTRIC METER SEE DETAIL 2/E0.3. METER LINE BREAK HANDHOLE SEE DETAIL 6/E0.2 KEY NOTE. REFER TO SPECIFIC NOTE ON SAME DRAWING SHEET. POLE MOUNTED LUMINAIRE ASSEMBLY SECURED TO CONCRETE BASE. LETTER INDICATES FIXTURE TYPE. PHOTOCELL DUPLEX RECEPTACLE.18" SPECIAL PURPOSE OUTLET, LETTER INDICATES TYPE. SEE SPEC.18" JUNCTION BOX FUSED DISCONNECT SWITCH BRANCH CIRCUIT PANELBOARD BREAKER CONTACTOR 1. THESE SYMBOLS COMPRISE A STANDARD LIST; NOT ALL SYMBOLS APPEAR ON THIS PROJECT. 2. ALL MOUNTING HEIGHTS ARE TO CENTER OF DEVICE ABOVE FINISHED FLOOR. MOUNTING HEIGHTS INDICATED ON ARCHITECTURAL WALL ELEVATIONS OR AS NOTED SPECIFICALLY ON THE DRAWINGS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS LISTED. P-1,3,5 M M HH 1 P A J C ABBREVIATIONS A or AMP AMPERES AC ALTERNATING CURRENT A/C AIR CONDITIONING AF AMP FUSE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM AS AMP SWITCH BAS BUILDING AUTOMATION SYSTEM BKR BREAKER C RACEWAY/CONDUIT CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CKT CIRCUIT C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING CNTRL CONTROL CU COPPER DISC DISCONNECT DIST DISTRIBUTION DPDT DOUBLE POLE DOUBLE THROW DWG DRAWING EA EACH EF EXHAUST FAN ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT EX OR EXIST EXISTING FD FUSED DISCONNECT FLR FLOOR FO FIBER OPTIC FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING GEC GROUNDED ELECTRODE CONDUCTOR GFI GROUND FALUT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HTR HEATER HZ HERTZ J-BOX JUNCTION BOX KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING MAX MAXIMUM MH METAL HALIDE MIN MINIMUM N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFD NON-FUSED DISCONNECT NIC NOT IN CONTRACT NO NORMALLY OPEN #NUMBER OC ON CENTER OH OVERHEAD P POLE PB PUSHBUTTON PNL PANEL PVC POLYVINYL CHLORIDE CONDUIT PWR POWER RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL RM ROOM RVNR REDUCED VOLTAGE NON-REVERSING RVR REDUCED VOLTAGE REVERSING SP SINGLE POLE TOGGLE SWITCH SPEC SPECIFICATION SPST SINGLE POLE SINGLE THROW SSPB START-STOP PUSHBUTTON SW SWITCH TC TIME CLOCK TD TIME DELAY TSP TWISTED SHIELDED PAIR TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED V VOLT VA VOLT AMPERES W WATTS WP WEATHERPROOF W/O WITHOUT XFMR TRANSFORMER Y WYE CONNECTED DELTA CONNECTED PHASE *THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT ALL ABBREVIATIONS APPEAR ON THIS PROJECT. 1.PRIOR TO BID CONTRACTOR SHALL VISIT THE SITES. NOT ALL WORK REQUIRED TO COMPLETE THE PROJECT IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH ALL THE WORK REQUIRED TO COMPLETE THE PROJECT IN ADDITION TO THE LOCAL CONDITIONS AND INCLUDE SAID WORK IN THE BID. 2.GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1, "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONTRACTING." THIS PUBLICATION IS AVAILABLE FROM NCSA BY TELEPHONE AT 301-215-4521 OR ON-LINE AT WWW.NECA-NEIS.ORG. 3.U.N.O. ALL POLES AND METER BASES SHALL BE LOCATED 3' FROM BACK OF CURB. VERIFY ALL STATION NUMBERS AND COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH-IN. 4.ALL NEW POLES SHOULD BE PROVIDED WITH BREAKAWAY BOLTS. PROVIDE TRANSPO POLE-SAFE MODEL 4100 OR EQUAL. 5.CONTRACTOR SHALL BORE/DIRECT BURY UNDER ROADWAYS, DRIVEWAYS, SIDEWALKS, ETC. ALL COSTS ASSOCIATED WITH BORING/DIRECT BURY SHALL BE INCLUDED IN CONTRACTOR'S BID PRICE. 6.CONTRACTOR TO IMMEDIATELY NOTIFY ENGINEER AND OWNER OF ANY CONFLICTS ENCOUNTERED DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR RESOLVE CONFLICT PRIOR TO NOTIFICATION. PROJECT NOTES Roadway RoadFocus RFS Cobra head (small) Lumec RoadFocus LED cobra head luminaires feature a sleek design that provides seamless replacement of existing HID luminaires. RoadFocus is available in three sizes, offers multiple lumen packages, and a complete array of optical distributions, making it an outstanding solution for all types of roadway applications. Includes Service Tag, innovative way to provide assistance throughout the life of the product. Project: Location: Cat.No: Type: Lumens: Notes: Qty: Ordering guide example: RFS-35W16LED4K-G2-R2M-UNV-DMG-HS-PH8-RCD7-GY3 Series RFS RFS RoadFocus small LED module 15W12LED 20W12LED 25W12LED 25W16LED 30W16LED 35W16LED 45W16LED 50W16LED 54W16LED 60W16LED7 20W20LED13 40W20LED13 65W20LED13 35W32LED 55W32LED 60W32LED 72W32LED 108W32LED 35W40LED13 50W40LED13 55W40LED13 65W40LED13 80W40LED13 100W40LED7,13 Options CCT 4K 3K 2.7K 11 4000K 3000K 2700K Generation G2 G2 Generation 2 Distribution Type 2 R2S Type II short (ASYM) R2M Type II Medium (ASYM) Type 3 R3S Type III short (ASYM) R3M Type III Medium(ASYM) Type 4 4 5 2 Type IV (ASYM) Type 5 Type V (SYMM) PH9 10 RCD 3, 9 PHXL 1, 10 SRD1 1 Voltage UNV 120-277V HVU 347-480V Controls 4 Options DALI 1 Digitally addressable lightinginterface DMG 5 SRD 1 0-10V Sensor ready driver,standard configuration Sensor ready driver, alternate configuration HS NRC 8 NYBC PH8 1, 10 PH8/347 10, 12 PH8/480 10, 12 API FAWS 7 Factory installed NEMAlabel, ANSI C136.15-2015 compliant Field adjustable wattage selector House Side Shield, 1 per 16 LED light engine No receptacle 4-position terminal block Twist-lock photoelectric cell, UNV (120-277VAC) Twist-lock photoelectric cell (347VAC) Twist-lock photoelectric cell (480VAC) Twist-lock photoelectric cell, extended life, UNV (120-277VAC) Shorting cap Tool less receptacle for twist-lock photocell or shorting cap, 5-pin (optional) RCD7 3,5 Tool less receptacle for twist-lock photocell orshorting cap, 7-pin (standard) SP2 TLRSR 6 1 Not available with HVU. 2 Not available with HS option. 3 4 Use of photoelectric cell or shorting cap is required to ensure proper illumination. Select either DALI or DMG or SRD or SRD1 mandatory option. 5 6 Please note this integrated feature come stand- ard with RoadFocus. Only available with SRD or SRD1 Driver Options. 7 Only available with DMG Driver Options. 8 Not available with PH8, PH8/347, PH8/480, PHXL, PH9, DALI, SRD or SRD1 Driver Options. Accessories (must be ordered as separate line item - quickly and easily installed in the field) Interact City connector node * *Contact the factory for additional support when connected lighting or additional services are desired. 20kV / 10kA Surge protector SR receptacle 9 Not available with SRD Driver Options. 10 Either RCD or RCD7 must be selected for this option. 11 12 13 Extended lead-time may apply. Consult factory. Not available with UNV. Only available with R2M or R3M distributions. Finish BK BR Black Bronze GY3 Gray WH White RoadFocus-RFS-Spec 10/19 page 1 of 5 TYPE E6 GREEN RFS RoadFocus LED Cobra head (small) 3000K LED Lumen values Ordering Code RFS-15W12LED Color Temp. 3000 Lumen Output 1,748 RFS-20W12LED 3000 2,369 RFS-25W12LED RFS-25W16LED 3000 2,708 3000 RFS-30W16LED 3000 RFS-35W16LED RFS-45W16LED 3000 3,117 3,531 3000 4,512 5,157 RFS-50W16LED 3000 5,465 RFS-54W16LED 3000 5,963 RFS-60W16LED 3000 6,500 RFS-20W20LED 3000 2,427 RFS-40W20LED 3000 4,833 RFS-65W20LED 3000 7,442 RFS-35W32LED 3000 4,875 RFS-55W32LED 3000 7,062 RFS-60W32LED 3000 7,158 RFS-72W32LED 3000 8,826 RFS-108W32LED 3000 12,219 RFS-35W40LED 3000 5,203 RFS-50W40LED 3000 6,959 RFS-55W40LED 3000 7,297 RFS-65W40LED 3000 8,580 RFS-80W40LED 3000 10,027 RFS-100W40LED 3000 12,228 Type R2M Efficacy (LPW) 124 122 109 129 122 119 114 109 113 106 124 122 116 132 132 122 121 113 147 143 134 130 127 121 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 B2-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G2 B1-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G2 B3-U0-G2 B1-U0-G1 B2-U0-G2 B2-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3 Lumen Output 1,820 2,466 2,819 3,244 3,676 4,697 5,368 5,689 6,207 6,767 N/A N/A N/A 5,075 7,351 7,452 9,188 12,720 N/A N/A N/A N/A N/A N/A Type R2S Efficacy (LPW) 129 127 113 134 127 124 119 113 117 111 N/A N/A N/A 137 137 127 126 118 N/A N/A N/A N/A N/A N/A BUG Rating Lumen Output B1-U0-G0 1,743 B1-U0-G0 2,362 B1-U0-G0 2,700 B1-U0-G0 3,107 B1-U0-G0 3,520 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 4,498 5,141 5,448 5,944 B2-U0-G1 6,480 N/A N/A N/A B1-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G1 B3-U0-G2 N/A N/A N/A N/A N/A N/A 2,440 4,859 7,482 4,860 7,040 7,136 8,799 12,181 5,231 6,996 7,336 8,626 10,081 12,294 Type R3M Efficacy (LPW) 124 122 108 128 122 118 114 109 112 106 124 122 117 131 132 122 121 113 148 144 135 131 128 122 BUG Rating B1-U0-G1 Lumen Output 1,766 B1-U0-G1 2,394 B1-U0-G1 2,736 B1-U0-G1 B1-U0-G1 3,149 3,567 B1-U0-G1 4,558 B1-U0-G1 5,210 B1-U0-G1 5,521 B1-U0-G1 6,024 B2-U0-G1 6,567 B1-U0-G1 N/A B1-U0-G1 N/A B2-U0-G2 N/A B1-U0-G1 4,925 B2-U0-G1 7,134 B2-U0-G1 7,232 B2-U0-G2 8,917 B2-U0-G2 12,344 B1-U0-G1 N/A B2-U0-G1 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A B3-U0-G2 N/A Type R3S Efficacy (LPW) BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 Lumen Output 125 B0-U0-G0 1,735 123 110 130 124 120 115 110 114 5,117 107 N/A N/A N/A 133 133 123 122 114 N/A N/A N/A N/A N/A N/A N/A N/A N/A 2,351 2,687 3,092 B1-U0-G1 3,504 B1-U0-G1 4,477 B1-U0-G1 B1-U0-G1 B1-U0-G1 5,422 5,916 B1-U0-G2 6,450 N/A N/A N/A B1-U0-G1 4,837 B1-U0-G2 7,007 B1-U0-G2 7,103 B1-U0-G2 8,758 B2-U0-G2 12,124 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Type 4 Efficacy (LPW) BUG Rating 123 B0-U0-G1 121 108 128 121 118 113 Lumen Output 1,805 B1-U0-G1 2,445 B1-U0-G1 2,795 B1-U0-G1 3,217 B1-U0-G1 3,644 B1-U0-G1 4,657 B1-U0-G2 5,322 108 B1-U0-G2 5,640 112 B1-U0-G2 6,154 106 B1-U0-G2 6,709 N/A N/A N/A 131 131 121 N/A N/A N/A N/A N/A N/A B1-U0-G1 5,032 B1-U0-G2 7,289 B1-U0-G2 7,388 120 B2-U0-G2 9,110 112 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A B2-U0-G2 12,611 N/A N/A N/A N/A N/A N/A Type 5 Efficacy (LPW) BUG Rating 128 B1-U0-G0 126 112 133 126 123 118 112 116 110 N/A N/A N/A 136 136 126 125 117 N/A N/A N/A N/A N/A N/A B2-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 N/A N/A N/A B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 N/A N/A N/A N/A N/A N/A 2700K LED Lumen values Ordering Code RFS-15W12LED RFS-20W12LED RFS-25W12LED RFS-25W16LED RFS-30W16LED RFS-35W16LED RFS-45W16LED Color Temp. 2700 2700 2700 2700 2700 2700 2700 RFS-50W16LED 2700 RFS-54W16LED Lumen Output 1,603 2,172 2,483 2,858 3,238 4,138 4,729 5,012 RFS-60W16LED 2700 RFS-20W20LED 2700 RFS-40W20LED 2700 2700 5,468 5,961 2,218 4,416 RFS-65W20LED 2700 6,800 RFS-35W32LED RFS-55W32LED 2700 4,470 2700 6,476 RFS-60W32LED 2700 6,564 RFS-72W32LED 2700 8,094 RFS-108W32LED 2700 11,205 RFS-35W40LED 2700 4,754 RFS-50W40LED 2700 6,359 RFS-55W40LED 2700 6,667 RFS-65W40LED 2700 7,840 RFS-80W40LED 2700 RFS-100W40LED 2700 9,162 11,173 Type R2M Type R2S Efficacy (LPW) 114 112 100 118 112 109 104 100 103 98 113 111 106 121 121 112 111 104 135 131 123 119 116 111 BUG Rating B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 B1-U0-G1 B1-U0-G1 Lumen Output 1,669 2,261 2,585 2,975 3,371 4,307 4,923 5,217 5,692 B2-U0-G1 6,205 N/A N/A B2-U0-G2 N/A B1-U0-G1 B2-U0-G1 B2-U0-G1 4,654 6,741 6,834 B2-U0-G2 8,426 B3-U0-G2 11,664 N/AB1-U0-G1 B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A Efficacy (LPW) 119 117 104 123 117 113 109 104 107 102 N/A N/A N/A 126 126 117 115 108 N/A N/A N/A N/A N/A N/A BUG Rating Lumen Output B1-U0-G0 1,598 B1-U0-G0 2,166 B1-U0-G0 2,476 B1-U0-G0 2,849 B1-U0-G0 3,228 B1-U0-G1 B1-U0-G1 B1-U0-G1 B2-U0-G1 B2-U0-G1 N/A N/A N/A B1-U0-G1 Type R3M Efficacy (LPW) 113 112 99 118 112 4,125 4,714 4,996 5,451 5,942 2,230 4,440 6,837 4,457 B2-U0-G1 6,456 B2-U0-G1 6,544 B2-U0-G1 8,069 B3-U0-G2 11,170 N/A N/A N/A N/A N/A N/A 4,780 6,393 6,703 7,882 9,211 11,233 109 104 BUG Rating B1-U0-G1 B1-U0-G1 Lumen Output 1,619 2,195 B1-U0-G1 2,509 B1-U0-G1 2,888 B1-U0-G1 3,271 B1-U0-G1 4,180 B1-U0-G1 4,778 100 B1-U0-G1 5,063 103 97 114 112 107 121 121 112 111 135 131 4,516 B1-U0-G1 5,524 B2-U0-G1 6,022 B1-U0-G1 N/A B1-U0-G1 N/A B2-U0-G1 N/A B1-U0-G1 B2-U0-G1 6,542 B2-U0-G1 6,632 B2-U0-G2 8,177 103 B2-U0-G2 11,320 B1-U0-G1 N/A B2-U0-G1 N/A B2-U0-G1 N/A B2-U0-G2 N/A B2-U0-G2 N/A B2-U0-G2 N/A 123 119 117 111 Type R3S Efficacy (LPW) 115 113 101 119 113 110 106 101 104 99 N/A N/A N/A 122 122 113 112 105 N/A N/A N/A N/A N/A N/A BUG Rating Lumen Output B0-U0-G0 1,591 B1-U0-G1 2,156 B1-U0-G1 2,464 B1-U0-G1 B1-U0-G1 2,835 3,213 B1-U0-G1 4,105 B1-U0-G1 4,692 B1-U0-G1 4,972 B1-U0-G1 B1-U0-G2 N/A N/A N/A 5,425 5,915 N/A N/A N/A B1-U0-G1 4,436 B1-U0-G2 6,426 B1-U0-G2 6,514 B1-U0-G2 8,031 B2-U0-G2 11,118 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Type 4 Efficacy (LPW) 113 111 99 117 111 108 BUG Rating B0-U0-G1 Lumen Output 1,655 B1-U0-G1 2,242 B1-U0-G1 2,563 B1-U0-G1 2,950 B1-U0-G1 3,342 B1-U0-G1 4,271 104 B1-U0-G2 4,880 99 B1-U0-G2 5,172 102 B1-U0-G2 5,643 97 N/A N/A N/A B1-U0-G2 6,152 N/A N/A N/A N/A N/A N/A 120 B1-U0-G1 4,614 120 B1-U0-G2 6,684 B1-U0-G2 6,775111 110 B2-U0-G2 8,354 103 B2-U0-G2 11,565 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Type 5 Efficacy (LPW) 118 116 103 122 116 112 108 103 106 101 N/A N/A N/A 125 125 116 114 BUG Rating B1-U0-G0 B2-U0-G1 B2-U0-G1 B2-U0-G1 B2-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G1 N/A N/A N/A B3-U0-G1 B3-U0-G1 B3-U0-G1 B3-U0-G2 107 B4-U0-G2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Actual performance may vary due to installation variables including optics, mounting/ceiling height, dirt depreciation, light loss factor, etc.; highly recommended to confirm performance with a layout - contact Applications at signify.com/outdoorluminaires. Consult DLC QPL to confirm your specific fixture selection is DLC approved. Note: Some data may be scaled based on tests of similar but not identical luminaries. RoadFocus-RFS-Spec 10/19 page 3 of 5 TYPE E6 RFS RoadFocus LED Cobra head (small) Dimensions Side View 22.75" 578 mm 4.38" 111 mm Weight: 9.4 lbs EPA: 0.52 sq. feet Field Adjustable Wattage (FAWS) Multiplier Chart FAWS Position Typical Delivered Lumens Multiplier 1 2 3 4 5 6 7 Bottom View 8 9 10 8.38" 213 mm 0.31 0.53 0.62 0.70 0.78 0.83 0.89 0.92 0.96 1.00 Note: Typical value accuracy +/- 5% Typical System wattage 0.28 0.50 0.58 0.67 0.75 0.81 0.87 0.91 0.95 1.00 Specifications Housing Made of a low copper die cast Aluminum alloy (A360), 0.100" (2.5mm) minimum thickness. Fits on a 1.66" (42mm) O.D. (1.25" NPS), 1.9" (48mm) O.D. (1.5" NPS) or 2 3/8" (60mm) O.D. (2" NPS) by 5 1/2" (140mm) minimum long tenon. Comes with a zinc plated clamp fixed by 2 zinc plated hexagonal bolts 3/8 16 UNC for ease of installation. Provides an easy step adjustment of +/- 5° tilt in 2.5º increments. Includes integral bubble level standard (always included). A quick release, tool less entry, single latch, hinged, removable door opens downward to provide access to electronic components and to a terminal block. Door is secured to prevent accidental dropping or disengagement. A clearance of 13" (330mm) at the rear is required in order to remove the door. Complete with a bird guard protecting against birds and similar intruders and an ANSI label as per C136.15-2015 to identify wattage and source (both included in box). Housing (including electrical compartment) rated IP54 per ANSI C136.37. Light Engine Composed of 4 main components: LED Module / Optical System / Heat Sink / Driver. Electrical components are RoHS compliant, IP66 sealed light engine equipped LEDs tested by ISO 17025-2005 accredited lab in accordance with IESNA LM-80 guidelines in compliance with EPA ENERGY STAR, extrapolations in accordance with IESNA TM-21. Metal core board ensures greater heat transfer and longer lifespan. LED Module: Composed of high-performance white LEDs. Color temperature as per ANSI/ NEMA bin 2700 Kelvin nominal (2725 ±145K), 3000 Kelvin nominal (3045K +/- 175K) or 4000 Kelvin nominal (3985K +/- 275K), CRI 70 Min. 75 Typical. Other CCT/CRI also available, consult factory. Optical System: Composed of high performance UV stabilized optical grade polymer refractor lenses to achieve desired distribution optimized to get maximum spacing, target lumens and a superior lighting uniformity. System is rated IP66. Performance shall be tested per LM- 63, LM-79 and TM-15 (IESNA) certifying its photometric performance. 0% uplight and U0 per IESNA TM-15. Heat Sink: Built in the housing, designed to ensure high efficacy and superior cooling by natural vertical convection air flow pattern always close to LEDs and driver optimising their efficiency and life. Product does not use any cooling device with moving parts (only passive cooling). Wide openings enable natural cleaning and removal of dirt and debris. Entire luminaire is rated for operation in ambient temperature of -40°C / -40°F up to +50°C / +122°F. Driver: High power factor of 90% min. Electronic driver, operating range 50/60 Hz. Auto adjusting universal voltage input from 120 to 277 VAC rated for both application line to line or line to neutral, Class I or 2, THD of 20% max. DMG: Dimming compatible 0-10 volts. The current supplying the LEDs will be reduced by the driver if the driver experiences internal overheating as a protection to the LEDs and the electrical components. Output is protected from short circuits, voltage overload and current overload. Automatic recovery after correction. Standard built in driver surge protection of 2.5kV (min). Integrated Features DMG: Dimmable driver 0-10V. RCD7*: Tool less orientable receptacle with 7 pins enabling dimming and additional functionality (to be determined), can be used with a twist lock Interact City node or photoelectric cell or a shorting cap. Please note: Additional hardware will be required to utilize the additional 2 pins on this receptacle. SP1: Surge protection device tested in accordance with ANSI/IEEE C62.45 per ANSI/ IEEE C62.41.2 Scenario I Category C High Exposure 10kV/10kA waveforms for Line- Ground, Line-Neutral and Neutral-Ground, and in accordance with DOE MSSLC Model Specification for LED Roadway Luminaires Appendix D Electrical Immunity High test level 10kV/10kA. Please note that these integrated features always come with RoadFocus luminaire. * Use of photoelectric cell or shorting cap is required to ensure proper illumination. RoadFocus-RFS-Spec_BAC 03/21 page 4 of 5 RECORD DRAWING COOPER KRAUSE 59774 06/2023 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-ELECTRICAL.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA ELECTRICAL DETAILS 5755.007 10 E-2 JLG JLG RPM 6/1/2022 TYPE I MINIMUM INSIDE DIMENSIONS W = 12 INCHES L = 18 INCHES D = 12 INCHES PULL BOX COMPOSITE 1" CLEAN STONE DRAINAGE COPPER OR EQUAL CONCRETE SIDEWALK OR PAVERS CONDUIT IN PLACE AS REQUIRED. ELECTRICAL BOND, NO.6 AWG PROVIDE STUB 4-6" ABOVE BOTTOM OF PULL BOX AND CAP CONDUIT FOR FUTURE LUMINAIRES NOTES: FURNISH PULL BOXES AND COVERS MADE OF POLYMER CONCRETE WITH FIBERGLASS REINFORCEMENT. FURNISH PULL BOXES HAVING CONTINUOUS FIBERGLASS CLOTH REINFORCEMENT ON THE INSIDE AND OUTSIDE PERIMETERS. FURNISH COVERS HAVING A MINIMUM OF TWO LAYERS OF FIBERGLASS CLOTH REINFORCEMENT. ENSURE THE PULL BOXES AND COVERS COMPLY WITH ALL TEST PROVISIONS OF THE MOST CURRENT ANSI/SCTE 77 FOR TIER 22 APPLICATIONS. FURNISH PULL BOXES AND COVERS THAT HAVE BEEN TESTED AND CERTIFIED BY A NATIONALLY RECOGNIZE D THIRD PARTY INDEPENDENT TEST FIRM SUCH AND UL OR ETL VERIFYING THAT THE BOXES AND COVERS MEET ALL TEST PROVISIONS OF THE ANSI/SCTE 77. FURNISH PULL BOXES THAT HAVE MARKINGS SHOWING THE TIER 22 RATING LABELED OR STENCILED ON THE INSIDE AND OUTSIDE OF THE BOX. FURNISH COVERS THAT MARKING SHOWING THE TIER 22 RATING EMBOSSED IN THE TOP SURFACE OF THE COVER. FURNISH COVERS HAVING PULL SLOTS RATED FOR A MINIMUM PULL OUT OF 3,000 POUNDS. FURNISH 3/8-7 LAB THREAD HEX HEAD BOLTS TO SECURE THE COVER TO THE PULL BOX. CITY LIGHTING HOLD DOWN BOLTS PULL BOX DETAIL POLE BASE DETAIL (TYP) LONG REINF. SEE SCHEDULE ANCHOR BOLTS FROM POLE MANF.2'-6"7' HORIZ. TIES SEE SCHEDULE PROVIDE LONG AT ALL FOUR CORNERS OF SQUARE PIER. PROVIDE SPACING OF S/2 AT TOP 1'-0" OF PEIR. DEPTH BELOW FINISHED GRADE. SPACE LONG. STEEL EVENLY AROUND PERIMETER. PROVIDE REINF. CLEARANCE PER ANCI 318. * ** *** **** ***** 3"FINISH GRADE 24" SEE SITE PLAN FOR CONDUIT SIZE 1" CHAMFER REINFORCED CONC. BASE BY E.C. BUSH CONDUITS BASE COVER PROVIDE FUSE(S) IN CKT. TO BALLAST. FUSE(S) SHALL BE BUSS TYP. BBS. FUSE HOLDERS SHALL BE BUSS "TRON" HEB WATERPROOF. SIZE OF FUSE SHALL BE AS REQUIRED BY LUMINAIRE MANUFACTURER. CONNECT GROUND TO POLE BASE W/ BOUNDRY #GB4C PROJECT ANCHOR BOLTS 3" MIN. ABOVE TOP OF BASE. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE FLANGE). GROUT VOID BETWEEN BASE FLANGE AND TOP OF CONCRETE, LEAVING DRAIN HOLE. HAND FINISH. THWN CONDUCTOR AS SHOWN ON PLANS PROVIDE 1' OF COILED SLACK ON CONDUCTOR FEED THRU HANDHOLE - 4" X 6" (NOMINAL) LIGHT FIXTURE BASE SCHEDULE ***** POLE HEIGHT SIZE LONG STL HORIZONTAL STL ** 14' - 30' DEPTH ***HEIGHT AFG 7'-0"3"24" Ø (6) # 6 ****#3 AT 12" O.C. LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E6 64W LED COBRAHEAD LUMINAIRE WITH TYPE II DISTRIBUTION, 8,580 LUMENS, MOUNTED WITH 6FT ARM ON 30FT TAPERED POLE ON CONCRETE. PROVIDE HUNTER GREEN FINISH (RAL 6005). PROVIDE AND INSTALL PER CITY OF BOZEMAN STREET LIGHTING STANDARDS. PROVIDE WITH FIELD ADJUSTABLE WATTAGE SELECTOR TO ALLOW FOR LIGHT REDUCTION. MOUNTED TO CONCRETE BASE PER CITY OF BOZEMAN DESIGN STANDARDS AND SPECIFICATIONS. LUMEC RFS-65W40LED-3K-02-R2M-UNB- DMG-RDC7-FAWS- GREEN POLE/ 240 REINFORCED HAND HOLE & COVER SINGLE MEMBER TYPE MASTARM 1'-9" 2'-0" MIN. 30' MAST ARM 6FT FINISHED GRADE SIDEWALK TYPE E6 STREET LIGHT POLE ELEVATION (TYP) NOTE: SET FAWS POSITION TO 3, MATCHING EXISTING STREET LIGHTING. CONTRACTOR TO CONFIRM FAWS POSITION OF EXISTING LIGHTING. 3" RECORD DRAWING COOPER KRAUSE 59774 06/2023 BTV BTV BTV BTV BTV BTV BTV BTV BTV HY DHY DHY DW W W W W W W W W W W W W W W W W W W W W W W W OHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP NG NG NG WWWWBFBFBFBFBPBPBPBPBPBTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTV BTVBTVBTVBTVBTVBTV BTV BTV BTV BTV BTVBPBPBPBPNGNGNGNG BTVBTVBTVBTVTV P TVT P TV 8+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+008W8W8W8W8WHHHHHHHH HH MATCHLINETHIS SHEETFUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS EXISTING LUMINAIRE ROUTE NEW 2" CONDUIT FROM EXISTING PULL BOX AND EXTEND LIGHTING CIRCUIT CONSISTING OF 2 #6 CU AND #8 CU GND. PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. STA 8+16.3, 24.2' LT TYPE E6 STA 11+14.4, 25.1' LT TYPE E6 STA 14+14.3, 24.7' LT TYPE E6 STA 16+96.9, 25.2' LT TYPE E6PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. STA 17+18.8, 60.4' LT TYPE E6 PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. EXISTING PULL BOX. BTV BTV BTV BTV BTV BTV BTV HY DHY DW W W W W W W W W W W W W W W W W W W W W W W W WOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP TP BTVBTVSSSSSS 17+0018+0019+0020+0021+0022+0023+0024+0025+0026+008W8W8W8W8W8WCHILLER XFMRMAINSWBDATS CT ENCMETER HH HH HH HH HH MATCHLINETHIS SHEETFUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS FUTURE LUMINAIRE BY OTHERS PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. STA 16+96.9, 25.2' LT TYPE E6 STA 19+46.8, 24.7' LT TYPE E6 STA 22+35.9, 25.1' LT TYPE E6 STA 25+01.3, 25.3' LT TYPE E6PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. STA 17+18.8, 60.4' LT TYPE E6 PROVIDE 2#6 CU AND 1#8 CU GND IN 2"C. VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-ELECTRICAL.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTUREBOZEMAN MONTANA GARFIELD LIGHTING PLAN 5755.007 11 E-3 JLG JLG RPM 6/1/2022 KEY NOTES LIGHTING PULLBOX. SEE ELECTRICAL DETAILS ON E-2. INSTALL PER CITY REQUIREMENTS. ROUTE #10 CU IN 1" CONDUIT TO LUMINAIRE. 1 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE SCHEDULE 80 PVC CONDUIT UNDER PAVED SURFACES. SCHEDULE 40 PVC IS PERMITTED UNDER LANDSCAPED SURFACE. 2.ALL CONDUIT AND TRENCHING SHALL BE INSTALLED PER CITY STANDARDS. 40 8020400 SCALE IN FEET 1 1 1 1 1 1 1 1 1 W. GARFIELD ST W. GARFIELD ST RECORD DRAWING COOPER KRAUSE 59774 06/2023 4" (MIN)1'-0"6" (MIN)9"2"2'-0"4.5"5.4" [0.45']6" (MIN)6" (MIN)4" R3" R3/4" PER 1' SLOPETOPSOILCOMPACTEDBACKFILLSUB-BASE COURSEAS REQUIREDCRUSHED GRAVELBASE - 3" MIN.FINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPLAYDOWNCURB9"712"COMPACTED SUBGRADE4" (MIN)1'-0"6" (MIN)6" (MIN)6" (MIN)4" R3" R1/2" PER 1' SLOPE2"9"0.502'2'-0"TOPSOILCOMPACTEDBACKFILLSUB-BASE COURSEAS REQUIREDCRUSHED GRAVELBASE - 3" MINFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIPLAYDOWNCURBNOTES:9"COMPACTED SUBGRADENOTES:1.SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (MPW SPECS., 1996 ED.)2.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 34" AND MINIMUMWIDTH OF 18".3.12" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.S, P.T.S, CURB RETURNS AND AT NOT MORE THAN 300'INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CITY ENGINEER OR HISREPRESENTATIVE.5.CONCRETE SHALL BE CLASS M-4000.6.CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 2003 ED) FOR CURB ANDGUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.COMPACTED ROADSOILS PER PLAN.3-12" A-2000 UTILITY CULVERTSWITH END CAPS AND BANDFINISH GRADE SURFACEDEPTH PER PLANNOTES:1. EXTEND CONDUITS 3FT PAST BACK OF SIDEWALK.2. MAINTAIN MIN 4FT FROM PARALLEL SIDEWALKS AT INTERSECTIONS.3. INSTALL CAPS AND LOCATE DISKS ON CONDUIT ENDS.4. BED ALL PIPE IN ACCORDANCE WITH MPWSS STD. DWG. NO 02221-1, TYPICAL UTILITY TRENCH DETAILS.1.CULVERT FOR ELECTRIC2.CULVERT FOR COMMUNICATIONS3.CULVERT FOR NATURAL GAS1231234"(MIN) CLASSM-4000 CONCRETE3"(MIN) 3/4" MINUS CRUSHEDLEVELING COURSE MATERIALNOTES:1.SPACE CONTRACTION JOINTS TO MATCH THE WIDTH OFSIDEWALK.2.INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTH JOINTFOR THE FULL DEPTH OF CONCRETE.3.FINISH CONCRETE WITH LIGHT BROOM FINISH.2% MAX CROSS SLOPECOMPACTED SUBGRADE6"8"(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADENOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUMDENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").3.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM D 698.4.CONCRETE SHALL BE M-4000 REINFORCED WITH 1.5 LBS FIBERMESH PER CUBIC YARD.5.SPACE CONTRACTION JOINTS TO MATCH WIDTH OF THE TRAIL.. INSTALL EXPANSION JOINT MATERIAL AT EVERY FIFTHJOINT FOR THE FULL DEPTH OF CONCRETE.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.CONCRETE PAVEMENTNATIVE GROUND6"MINIMUM DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSESECTION A-ANOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THEEXPOSED SUBGRADE SHALL BE TREATED PERGEOTECHNICAL RECOMMENDATIONS.2.AGGREGATE SUB-BASE COURSE SHALL CONFORMTO SECTION 02234 OF THE MPWSS ANDINCORPORATE A MAXIMUM PARTICLE SIZE OFTHREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TOSECTION 02235 OF THE MPWSS AND INCORPORATEA MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALFINCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTEDTO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D 698.5.CONCRETE SHALL BE M-4000 REINFORCED WITH1.5 LBS FIBERMESH PER CUBIC YARD.6.FINISH CONCRETE WITH LIGHT BROOM FINISH.7.SPACE CONTRACTION JOINTS TO MATCH THEWIDTH OF CROSSWALK.PLAN VIEW6'-0"UNLESSNOTEDOTHERWISEAA6" CONCRETE PAVEMENT5" (MIN) DEPTH OF 1-1/2" MINUSCRUSHED BASE COURSE6" (MIN) DEPTH OF6" MINUS PITRUNSCARIFIED ANDCOMPACTEDNATIVE GROUND#4 BAR @ 3" DEPTHCURB &GUTTERDOWEL TO CURB WITH (3) - #4 x 18"EPOXY COATED REBAR EVENLY SPACEDON 15" CENTERS, CENTERED IN SLAB (TYP)CURB &GUTTER#4 BAR ONA 2' X 2' GRID1'-0"BORDER1'-0"BORDERTOOLED JOINTSTANDARD SPILL CURBSEE COB STD DWG 02528-1MIN. 8" UNCRUSHEDSUB-BASE COURSE6" 112"-MINUS CRUSHEDGRAVEL BASECOURSE3" ASPHALT PAVEMENTCOMPACTED SUBGRADE80' ROW(IRREVOCABLE EASEMENT)8.5'BLVD5' CONCRETE SIDEWALK1'2.00%1.50%15'MEDIAN3.00%STANDARD CATCH CURBSEE COB STD DWG 02528-118' TBC TO TBCCLLANDSCAPED MEDIAN (DESIGNAND CONSTRUCTION UNDERSEPARATE CONTRACT)2.00%3.00%1.50%18' TBC TO TBC8.5'BLVD5' CONCRETE SIDEWALK1'10'PUBLIC UTILITYEASEMENT±2.00%FILL4:1 MAXCUT4:1 MAXFILL4:1 MAXCUT4:1 MAXEXTEND STRUCTURALMATERIAL MIN. 9" BEYONDBACK OF CURB (TYP.)NOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES (8") BELOW EXISTING GRADE,MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLE SIZE OF ONE AND ONE-HALF INCHES (1-1/2").3.AGGREGATE SUB-BASE COURSE SHALL HAVE A MAXIMUM PARTICLE SIZE OF SIX INCHES (6").4.AGGREGATE BASE COURSE AND SUB-BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 6985.ASPHALT SHALL BE TYPE B OR APPROVED EQUAL WITH PERFORMANCE GRADE 58-28 BINDER IN ACCORDANCE WITH AASHTO MP1 COMPACTED TO A MINIMUM OF 97%OF THE MARSHALL UNIT WEIGHT.6.THE FINISHED SURFACE MUST BE FREE OF RUTS, DEPRESSIONS, OR OTHER SURFACE DEFECTS EXCEEDING ONE-QUARTER INCH (1/4") AS MEASURED WITH A TEN FOOT(10') STRAIGHT EDGE PARALLELING THE FINISHED SURFACE. MAKE CORRECTIONS BY SCARIFYING AND RELAYING THE MIXTURE AT CONTRACTOR EXPENSE.CURB AND GUTTER DETAILSSTANDARD CATCH CURB & GUTTERSTANDARD SPILL CURB & GUTTERNOT TO SCALE4-INCH THICK CONCRETE SIDEWALK DETAILUTILITY CONDUITNOT TO SCALENOT TO SCALEVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-DETAILS.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netMSU INNOVATION CAMPUSINNOVATION AVENUE INFRASTRUCTUREBOZEMANMONTANASITE DETAILS5755.00712D-1 CPK CPKMEE6/1/2022 1ADDRESS CITY COMMENTS12/01/2021CPK 10 FT WIDE CONCRETE PEDESTRIAN PATHNOT TO SCALECONCRETE CROSSWALK DETAILNOT TO SCALEINNOVATION AVENUE- TYPICAL SECTIONNOT TO SCALESUBGRADE NOTE:FOR AREAS THAT REQUIRE SUBGRADE FILL. EXISTING PILEOF CRUSHED CONCRETE MAY BE USED PERGOETECHNICAL RECOMMENDATIONS.RECORD DRAWINGCOOPER KRAUSE5977406/2023 1-WATER VALVE BOX ADJUSTMENTSCALE: N.T.S.NOTES:1.ADJUST WATER VALVES UPWARD OR DOWNWARD AS REQUIRED.2.FINAL ADJUSTMENT SHALL BE MADE BEFORE PAVING.3.NO PAYMENT SHALL BE MADE FOR ADJUSTMENT OF NEW VALVES TO FINAL GRADE.COMPACTED BASE& SUBGRADE0"MIN.1/4"MAX.TOP OF NEW PAVEMENT3-PIPE INSULATIONSCALE: N.T.S.8"6" MIN12" MAX4'-0"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALLTRENCH WALLALT. "B" INSTALLATION(TOP & BOTH SIDES):4" THICK INSULATIONBOARD - 8' MIN LENGTHALONG WATER OR SEWER LINEALT. "A" (TOP ONLY)INSTALLATION (TOP ONLY):4" THICK x 8' WIDEINSULATION BOARDCENTERED OVER WATEROR SEWER LINE - 8' MINLENGTH ALONG WATEROR SEWER LINE*FOR CULVERT CROSSINGS,PROVIDE 18" MIN VERTICALSEPARATION BETWEENCULVERT AND WATEROR SEWER LINE*NOTES:1.INSTALL INSULATION OVER ALL WATER AND/OR SEWER LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE ORWITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIOR TO PLACING INSULATION.2.INSTALL INSULATION IN TWO, 2" THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MINOVERLAP BETWEEN JOINTS. INSULATION SHALL EXTEND A MINIMUM OF 4' BEYOND THE OUTER WALLS OF THECULVERT.3.INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70.4.SAND MAY BE USED TO PROVIDE THE BASE. INSULATION SHALL BE COVERED WITH 12" OF SAND OR OTHER OTHERSUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.1'-0"1/8"24" MIN.4-MANHOLE ADJUSTMENT ASPHALTSCALE: N.T.S.CONCRETE ADJUSTINGRINGS AS NECESSARY(2" MIN.- 12" MAX.)STREETSURFACINGNOTES:1.ADJUST MANHOLES UPWARD WITH ADJUSTING RINGS UNDER FRAME.2.ADJUST MANHOLE DOWNWARD BY REMOVING CONE AND BARRELSECTIONS AS NECESSARY AND REPLACING WITH SECTIONS OF LENGTHREQUIRED TO MATCH GRADE.3.SLOPE MANHOLE FRAME AS REQUIRED TO MATCH SLOPE OF STREET.4.FINAL MANHOLE ADJUSTMENT SHALL BE MADE BEFORE PAVING.2-DI MECHANICAL JOINT RESTRAINT TABLESCALE: N.T.S.VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!THIS RECORD DRAWING HAS BEENPREPARED, IN PART, BYINFORMATION PROVIDED BYOTHERS. THE ENGINEER HAS NOTVERIFIED THE ACCURACY AND / ORCOMPLETENESS OF THISINFORMATION IN ALL INSTANCESAND SHALL NOT BE RESPONSIBLEFOR ANY ERRORS OR OMISSIONSTHAT MAY BE INCORPORATED ASA RESULT OF INFORMATIONPROVIDED BY OTHERS.2024engineers surveyors planners scientistsMorrisonMaierleCOPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-UTILITY-DETAILS.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netMSU INNOVATION CAMPUSINNOVATION AVENUE INFRASTRUCTUREBOZEMANMONTANAUTILITY DETAILS5755.00713D-2CPKCPKMEE6/1/2022 1ADDRESS CITY COMMENTS12/01/2021CPK NOTES:1.RESTRAINT LENGTHS ASSUME MINIMUM 6.5' BURY DEPTH, WITH FULLY BEDDED PIPE IN POORLYGRADED GRAVEL (GP) SOILS WITH 200 PSI TEST PRESSURE.2.ASSUMES MEGALUG OR EQUIVALENT FITTINGS AND ALL BELL RESTRAINTS AS REQUIRED.3.ALL JOINTS WITHIN THE RESTRAINT LENGTH MUST BE RESTRAINED. IF THE DISTANCE BETWEENFITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTSBETWEEN THOSE FITTINGS.4.INSTALL PER CITY OF BOZEMAN (COB) STANDARDS, COB MODIFICATIONS TO MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), OR MPWSS AS APPLICABLE. IF JOINT RESTRAINT IS NOTFEASIBLE, INSTALL THRUST BLOCKS PER SAME APPLICABLE STANDARDS.DUCTILE IRON MINIMUM RESTRAINT LENGTHS FOR JOINT RESTRAINT (IN FEET)DESCRIPTIONPIPE DIAMETER ORFITTING TYPE8"OTHERTEE - STANDARD (ALL JOINTS WITHIN 8 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)2--8" X 6" TEE (ALL JOINTS WITHIN 6 FEET OF TEE ALONG RUN MUST BERESTRAINED; RESTRAIN LENGTH ALONG BRANCH)--2HORIZONTAL 11.25 ELBOW (EACH SIDE OF BEND)2--HORIZONTAL 22.5 ELBOW (EACH SIDE OF BEND)4--HORIZONTAL 45 ELBOW (EACH SIDE OF BEND)7--HORIZONTAL 90 ELBOW (EACH SIDE OF BEND)16--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF UPPER BEND)4--VERTICAL 11.25 DEGREE OFFSET (EACH SIDE OF LOWER BEND)2--VERTICAL 22.5 DEGREE OFFSET EACH SIDE OF UPPER BEND)7--VERTICAL 22.5 DEGREE OFFSET (EACH SIDE OF LOWER BEND)3--DEAD END (INCLUDING HYDRANT LEADS)32--RECORD DRAWINGCOOPER KRAUSE5977406/2023 MWBTVBTVBTVBTVBTVHYDWWWWWWWW WTPTPTPBTVBTVBTVBTV0+0 0 0+00 1+002+003+004+00 5+005+99R20.00'R40.00'R80.00'R40.00'R80.00'R80.00'R20.00'R70.00'R60.00'R85.00'PC: 0+21.89 PC: 0+76.78PC: 2+26.43PC: 3+21.03PC: 4+10 . 9 8PT: 0+45.64PT: 1+93.52PT: 2+64.65PT: 3+79. 9 8 PT: 5+74.68PRC: 1+05 .98PRC: 1+76.98PRC: 4+36.11PRC: 4+80.93PRC: 5+29.444865 4870 4875 4880 4885 4865 4870 4875 4880 4885 FG-EG-0+00 FG-4879.45EG-4879.45FG-4878.59EG-4878.591+00 FG-4877.73EG-4877.73FG-4876.87EG-4876.872+00 FG-4876.01EG-4876.01FG-4875.15EG-4875.153+00 FG-4874.29EG-4874.29FG-4873.44EG-4873.444+00 FG-4872.60EG-4872.60FG-4871.79EG-4871.795+00 FG-4871.79EG-4871.79FG-EG-5+99 0.61% -1.72% -1.68%STA=0+04.93ELEV=4880.23STA=3+78.83ELEV=4873.80STA=5+88.58ELEV=4872.02VPI STA=5+11.99 VPI ELEV=4871.56 K=20.00 LVC=45.86'VPC STA=4+89.06VPC ELEV=4871.94VPT STA=5+34.92VPT ELEV=4871.70THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-TRAIL-DETAILS.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTURE BOZEMAN MONTANA CONCRETE TRAIL PLAN AND PROFILE 5755.007 14 D-3 CPK CPK MEE 6/1/2022 W. GARFIELD STTECHNOLOGY BLVDCONCRETE TRAIL 10 FT WIDE CONCRETE PEDESTRIAN TRAIL 7 D-1 5.00' 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 1.53 3 6 1530 30 60 PROPOSED FINISHED GRADE AT TRAIL CENTERLINE EXISTING GRADE AT TRAIL CENTERLINE 0 1 2 3 GENERAL NOTES 1.CROSS SLOPE OF TRAIL TO BE 1.50% TOWARDS THE CREEK (TYP.) 0 TRIBUTARY OF CATRON CREEK 1 DELINEATED WETLAND BOUNDARY 2 30FT WETLAND SETBACK 3 50FT WETLAND SETBACK 4 PUBLIC ACCESS EASEMENT INVENTION DRIVE 4 TRIBUTARY OF CATRON CREEK RECORD DRAWING COOPER KRAUSE 59774 06/2023 82.52 82.29 82.22 82.26 82.18 82.07 82.19 81.76 81.87 81.83 81.98 81.72 81.91 82.46 82.39 82.03 82.06 1+00 2+00 PC: 1+98.80 STA 0+97 .55 PC 8 2 . 1 0TBC 25 .50 ' L T STA 0+97 .38 PC 8 1 . 7 6TBC 2 5 . 5 0 ' RT STA 0 +72.3 8 P C 81.96TBC 50.44' RT 6.00' 5.00' 6.00' 82.23 R7.50'STA 1+17 .19 PC82. 0 8 TBC 7 . 5 0 ' LT STA 1+17 .19 PC82.08 TBC 7 . 5 0 ' RT 15.00' -1.50% -1.50%-4.08%-3.74%-1.95%-1.50%-1.32% -4.00% -1.50%-3.86%-1.29%-1 .5 0% 5.00' 10.00' 5.00' 5.00' 5.00'STA 0+72 .60 PC82.64TBC 5 0 . 5 5 ' LT -0.70% 5.00' ± 10' TAPER 80.01 79.87 80.41 80.30 80.06 79.86 79.79 10.00'4881488048 8 0 48804879 STA 1+50 .00 8 1 . 0 9 TBC 2 5 . 5 0 ' L T STA 1+50 .00 8 1 . 7 3 TBC 7 . 5 0 ' LT STA 1+50 .0081.73 TBC 7 . 5 0 ' RTSTA 1+50 .00 8 1 . 0 9 TBC 2 5 . 5 0 ' RT 4+00 5+00 PT: 4 + 0 9. 3 3 PC: 4 + 7 8. 1 9 STA 3+91.70 PC76.77TBC 7.50' RTST A 3 + 9 1 . 7 0 P C 76. 7 7 TB C 7 . 5 0 ' L T ST A 4 + 9 3 . 0 4 P C 75. 3 5 TB C 7 . 5 0 ' L T STA 4+93.04 PC75.45TBC 7.50' RT76.87 75.23 STA 4+30.30 P C 75.59TBC 25.50' LTSTA 4+65.30 P C 75.16TBC 25.50' LT15.00' 15.00' R7.50' R7.50' 5.00' 5.00' 25.00' THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BY INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY AND / OR COMPLETENESS OF THIS INFORMATION IN ALL INSTANCES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF INFORMATION PROVIDED BY OTHERS.2024engineers surveyors planners scientists MorrisonMaierle COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5755\007-INNOVATIONAVE\ACAD\SHEETS\RECORD\5755.007-INTERSECTION_DETAIL.DWG PLOTTED BY:JACOB ZWEMKE ON Jun/19/2024 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTE 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IF REPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! MSU INNOVATION CAMPUS INNOVATION AVENUE INFRASTRUCTURE BOZEMAN MONTANA INTERSECTION DETAIL 5755.007 15 D-4 CPK CPK MEE 6/1/2022 1 ADDRESS CITY COMMENTS 5/24/2022CPK 10 205100 SCALE IN FEET 1 INNOVATION AVE. - W. GARFIELD ST. INTERSECTION DETAIL SCALE: 1" = 10' 1 8" WHITE THERMOPLASTIC 2 24" WHITE THERMOPLASTIC 3 WHITE THERMOPLASTIC SHARKS TEETH KEYNOTES TBC = TOP BACK CURB PC = POINT OF CURVATURE PT = POINT OF TANGENCY RB = BOTTOM OF PEDESTRIAN RAMP AT FLOWLINE LP= LOW POINT HP = HIGH POINT = YELLOW FLEXIBLE DELINEATOR CONCRETE CROSSWALK 3 D-1 4 1 1 2 W. GARFIELD ST. YELLOW CURB PAINT (TYP.)INNOVATION AVE.4 INNOVAT ION AVE . CONCRETE APPROACH PER COB STD DWG NO. 02529-12 2 INNOVATION AVE. - FUTURE AURORA SITE INTERSECTION DETAIL SCALE: 1" = 10' 6FT WIDE VALLEY GUTTER PER COB STD DWG NO. 02529-1 GRADING LIMITS (TYP.) SAW CUT (TYP.) R5.00' R5.00' STA 1+50 BEGIN TYPICAL SECTION 10FT WIDE CONCRETE TRAIL 7 D-1 RECORD DRAWING COOPER KRAUSE 59774 06/2023