HomeMy WebLinkAboutMSU - Innovation Campus Phase 1MSIC_CVR_RECORDDRAWINGSL:\MSU\MSUIC\CIVILDIR:CADD FILE:PROJECT CONTACT:ZACK GRAHAM411 EAST MAIN STREET SUITE 101BOZEMAN, MONTANA 59715PHONE (406) 556-7100FAX (406) 585-3031PROJECT NO. MSUIC-20162CVRVICINITY MAP NOT TO SCALENORTH REFMONTANA STATE UNIVERSITYBOZEMAN, MONTANASHEET INDEX3CVRZONING NOT TO SCALENORTH REFRECORD DRAWINGS - PHASE 1FEBRUARY 22, 2019SITECIVILC000INFRASTRUCTURE PHASING PLANC001EXISTING SITE SURVEYC002NOTES AND LEGENDC003DEMOLITION PLANC100OVERALL SITE PLANC101SITE PLAN ENLARGED VIEWSC200OVERALL ROAD AND AND DRAINAGE PLANC201ENLARGED GRADING PLANC203TECHNOLOGY BLVD. ROAD AND STORM SEWER PLAN AND PROFILEC300OVERALL UTILITY PLANC303TECHNOLOGY BLVD. SEWER PLAN AND PROFILEC305TECHNOLOGY BLVD. WATER PLAN AND PROFILEC400ROAD AND PATH CROSS SECTIONSC401CIVIL DETAILSC402CIVIL DETAILSC403CIVIL DETAILSELECTRICALE101ELECTRICAL SITE PLANE102ELECTRICAL DETAILS AND SCHEDULESCONSTRUCTION ROUTECONSTRUCTION ACCESS TO SITE FROM HUFFINE LANE OR 19TH AVE, AND THEN ALONG GARFIELD STREET ORCOLLEGE TO TECHNOLOGY. ALL TEMPORARY FACILITIES TO BE LOCATED ON-SITE.GEOTECHNICAL REPORTTHE "MSU INNOVATION CAMPUS" GEOTECHNICAL ENGINEERING REPORT BY TERRACON CONSULTANTS, INC.DATED FEBRUARY 13, 2014 IS AVAILABLE UPON REQUEST. THE SOILS ARE SUITABLE FOR THE PROPOSEDDEVELOPMENT. GENERALLY, UNDERLYING A LAYER OF TOPSOIL/FILL, THE SUBSURFACE PROFILEGENERALLY CONSISTS OF LEAN AND FAT CLAYS OVERLYING WELL GRADED GRAVEL. GRAVEL DEPTS RANGEFROM 0.5 TO 4.5' AND EXTEND TO 3.5' TO 10.5'WETLAND DELINEATION REPORTTHE WETLAND DELINEATION REPORT BY HYALITE ENVIRONMENTAL, LLP, DATED NOVEMBER 2013, ISAVAILABLE UPON REQUEST. ONE MAIN JURISDICTIONAL WETLAND AND 3 SMALLER ISOLATED MAN-MADEWETLANDS OCCUR ON SITE.APPLICATION DATA:ZONING BP (BUILDING)CURRENT LAND USE UNDEVELOPED/AGRICULTURALPROPOSED LAND USE UNIVERSITY RELATED RESEARCH PARKLAND PARCEL SIZEEXISTING GROSS ACRES /SQUARE FOOT 41.97 AC /1,828,464 SFNET SITE (INCL.17,066 SF UTILITY ESMTS)40.58 AC/ 1,767,787 SFPUBLIC EASEMENTS (ACCESS & ROAD)1.39 AC / 60,677 SFPROPOSED ACRES / SQUARE FOOT41.97 AC /1,828,464 SFNET SITE AREA (INCL. UTILITY EASEMENTS)39.93 AC /1,739,365 SFPUBLIC EASEMENTS (ACCESS & ROAD)2.04 AC /89,099 SFBUILDING STATISTICSBUILDING FLOOR TO AREA RATIO= 0(0 S.F.)EXISTING SITE STATISTICS (BASED UPON EXST NET)SITE AREA (INCL.17,066 SF UTILITY ESMTS)= 100%(1,828,464 S.F.)BUILDING = 0.5%(8,937 S.F.)DRIVEWAY/PARKING = 3.2%(58,338 S.F.)PUBLIC EASEMENTS (ACCESS & ROAD)= 3.3%(60,677 S.F.)OPEN SPACE (INCL 99,298 SF WETLANDS/WATER)= 93.0%(1,700,512 S.F.)PROPOSED SITE STATISTICS (BASED UPON PROPOSED NET)SITE AREA(INCL. 27,976 SF UTILITY ESMTS)= 100%(1,828,464 S.F.)BUILDING (PHASE 1)= 0%(0 S.F.)DRIVEWAY/PARKING (REMAINING APPROACH COLLEGE)= 0%(478 S.F.)PUBLIC EASEMENTS (NOT INCL. UTILITIES)= 4.9%(89,099 S.F.)OPEN SPACE (INCL. 94,314 SF WETLANDS/WATER)= 95.1%(1,738,887 S.F.)OWNER:MSU INNOVATION CAMPUS910 TECHNOLOGY BLVD, SUITE ABOZEMAN, MONTANA 59718PHONE (406) 994-4821EXECUTIVE DIRECTOR:LES CRAIGLEGAL DESCRIPTIONTRACT C-1A OF THE AMENDED PLAT OF WEST COLLEGE MINOR SUBDIVISION NO. 195 IN THENORTHWEST 1/4 & NORTHEAST 1/4, SECTION 14, T2S, R5E, P.M.M, CITY OF BOZEMAN, COUNTY OFGALLATIN, STATE OF MONTANAPROJECTAREACONSTRUCTIONSITE ACCESSCITYLIMITSINNOVATION CAMPUSRECORD DRAWINGFEBRUARY, 2019
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COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC2019EVEGOVERALLSITEPLANC000PHASE 1REMAININGPHASE 2REMAININGPHASE 2PHASE I - TEMPCUL-DE-SAC (50' RAD.)RECORD DRAWINGFEBRUARY, 2019
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IONLOT 2ALOT 2GN89°54'05"W 1311.68'S89°49'37"W 270.57'N00°02'48"E 935.95'S75°20'59"W 471.60'S89°52'33"E 29.99'S00°56'55"W 259.17'S89°48'31"E 1155.52'S14°31'55"E 215.29'S
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'S49°30'46"E 387.64'L=30.49', R=270.00'D=6°28'12"S46°27'23"E60.06'L=118.28', R=330.00'D=20°32'11"S00°05'19"W 442.71'276.96'194.64'128.34'104.40'30.44'30.47'168.99'271.98'167.32'34.00'L=138.84', R=330.00'D=24°06'21"N89°27'46"W 290.16'S00°32'14"W 20.00'S89°27'46"E 290.16'L=111.92', R=350.00'D=18°19'18"N00°05'19"E 31.92'S89°54'41"E 50.00'N00°05'19"E 75.00'S89°49'37"W 270.52'N89°54'05"W 1311.75'L=27.84', R=330.00'D=4°50'02"STORM DRAINAGE EASEMENT PER FINALPLAT OF MINOR SUBDIVISION NO. 27332.5' PUBLIC STREET AND UTILITYEASEMENT PER DOC.NO. 212725032.5' PUBLIC STREET AND UTILITYEASEMENT PER DOC.NO. 21272508' PUBLIC ACCESS EASEMENTPER DOC. NO. 2364299TRACT C-1AOF THE AMENDED PLAT OFWEST COLLEGE MINOR SUBDIVISION NO. 19510' PIPELINE EASEMENT TONORTHWESTERN ENERGY"TEN (10) FEET IN WIDTH TOBE LOCATED IMMEDIATELYADJACENT TO THE SOUTHBOUNDARY LINE OF THECOLLEGE TO HUFFINEBICYCLE PATH AS IT IS NOWLOCATED" PER DOC. NO.2470211, RECORDED12/13/13.SANITARY SEWER MANHOLEMONITORING WELL - 6" PVCFIRE HYDRANT WITH WATER VALVEWATER SHUTOFFSTORM DRAIN INLETUTILITY POLEGUYWIRETRANSFORMERTELEPHONE PEDESTALDECIDUOUS TREECONIFEROUS TREECONCRETEASPHALTGRAVELLANDSCAPINGSANITARY SEWER LINESTORM DRAIN LINEWATER LINEUNDERGROUND POWEROVERHEAD UTILITY LINEUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEUNDERGROUND GASUNDERGROUND IRRIGATION DITCH - PIPE SIZES VARYFOUND PROPERTY CORNER AS NOTEDFENCELINE - WOVEN WIRECONTROL POINTWELLWATER VALVESINGLE POLE SIGNssstwmbpohfobtgasLIGHT POLE - ONE LIGHT AND DIRECTIONGAS METERGSTORM DRAIN OPEN GRATEICVIRRIGATION CONTROL VALVEFENCELINE - BARBED WIREXBOLLARD OR AS NOTED1BENCHMARK:CP1 - SET SPIKE - ELEVATION GENERATED BY NGS OPUSSOLUTION REPORT. ELEVATION = 4867.66 FEET (NAVD88 -COMPUTED USING GEOID12A)PROPERTY BOUNDARY - APPROXIMATE - SUBJECTBUILDINGUNDERGROUND PUBLIC UTILITIES WERE LOCATED FROM MARKSFOUND ON THE GROUND IN RESPONSE TO TICKET 13087808. THEPROPOSED LOCATION OF A NEW GAS LINE IS BASED ONMARKINGS ON THE GROUND AND PORTIONS THAT WEREALREADY INSTALLED DURING THE TIME OF THE SURVEY. THEACTUAL NEW GAS LINE LOCATION MAY DEVIATE FROM THELOCATION THAT IS SHOWN. THERE MAY BE OTHER EXISTINGUTILITIES NOT INDICATED ON THIS DRAWING.UTILITY QUALITY LEVEL 'B' LOCATED FROM INFORMATIONOBTAINED THROUGH THE APPLICATION OF APPROPRIATESURFACE GEOPHYSICAL METHODS TO DETERMINE THEEXISTENCE AND APPROXIMATE HORIZONTAL POSITION OFSUBSURFACE UTILITIES.UTILITY QUALITY LEVEL 'C' LOCATED FROM INFORMATIONOBTAINED BY SURVEYING AND PLOTTING VISIBLEABOVE-GROUND UTILITY FEATURES AND BY USINGPROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATIONTO QUALITY LEVEL 'D' INFORMATION.UTILITY QUALITY LEVEL 'D' LOCATED FROM INFORMATIONDERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.CALL TWO WORKING DAYS BEFORE YOU DIG - 811EDGE OF VEGETATION AT DRIPLINEBCDEXISTING LEGENDFIBER OPTIC PEDESTAL OR VAULTLIGHT POLE - TWO LIGHTS AND DIRECTIONSIRRIGATION DITCH MANHOLEirrUNDERGROUND FIBER OPTIC - AT&TattPROPOSED LOCATION OF NEW GAS LINEGASTELEVISION PEDESTALUNDERGROUND TELEVISIONtvFOUND MONUMENTCONTOUR INTERVAL = 1 FOOTCONTROL POINT TABLEPOINT #134567DESCRIPTIONCP SPIKECP SPIKECP SPIKECP SPIKECP SPIKECP SPIKENORTHING20000.0020229.9619559.7519044.6019231.7719243.76EASTING30000.0030437.3931523.8930051.6630962.9430737.86ELEVATION4867.664864.674871.084879.444876.384876.83NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C001EXISTING SITE SURVEY SCALE: 1" = 100'NORTH200'100'50'0NOTE:EXISTING SITE SURVEY PROVIDED BY:CTA ARCHITECTS ENGINEERS121 SOUTH MAIN STREETLIVINGSTON, MONTANA 59047PHONE: 406-222-0104SURVEY DATED: NOVEMBER 19, 2013SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC2019EVEGEXISTINGSITESURVEYC001RECORD DRAWINGFEBRUARY, 2019
FIRE HYDRANTDECIDUOUS TREECONIFEROUS TREECONCRETE - EXISTINGASPHALT - EXISTINGSANITARY SEWER LINE - EXISTINGWATER LINE - EXISTINGUNDERGROUND TELEPHONE - EXISTINGFENCEPROPERTY BOUNDARYLIGHTPOLEHYDWATER VALVEssXwmbtSTORM CATCH BASIN - EXISTINGIRRIGATION LINE - EXISTINGirrUNDERGROUND GAS LINE - EXISTINGgasUNDERGROUND ELECTRIC - EXISTINGbpBUILDINGCONTOURS - EXISTINGTRANSFORMERTELEPHONE PEDESTALSINGLE POLE SIGNASPHALT - DEMOCONCRETE - DEMOWATER LINE - NEWSANITARY SEWER - NEWWSSGAS LINE - NEWGASCONCRETE - NEWASPHALT STANDARD - NEWFIRE LINE - NEWFBURIED POWER - NEWBPCOMMUNICATION LINE - NEWCOMMLIGHT POLE - NEWSTORM SEWER - NEWSDSTORM MANHOLE - NEWSANITARY SEWER MANHOLE - NEWSTORM CURB INLET - NEWFIRE HYDRANTHYDLEGEND:WETLAND50' WETLAND SETBACKUTILITY EASEMENTPROPERTY RIGHT OF WAYPROPERTY SETBACKWATERCOURSE ZONE BOUNDARYNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC2019GENERAL NOTES:ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, PROJECTSPECIFIC SPECIFICATIONS, AND ALL OTHER GOVERNING AGENCY'S STANDARDS.ALL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL LEGALLY BE DISPOSED OF AT THECONTRACTORS EXPENSE UNLESS OTHERWISE INDICATED BY MONTANA STATE UNIVERSITY INNOVATIONCAMPUS. AN APPROPRIATE DUMP SITE SHALL BE NOMINATED PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURINGCONSTRUCTION.THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL AIR POLLUTIONCONTROL AUTHORITY.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES ANDSIGNS IN ACCORDANCE WITH MUTCD GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BEPROVIDED AT NIGHT.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY AND SECURE ALL NECESSARY PERMITSREQUIRED FOR THE COMPLETION OF THE PROJECT.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELDDRAWINGS CONTAINING ALL AS BUILT INFORMATION TO THE ENGINEER.CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCEWITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING INCIDENTALS THAT MAY BE REQUIRED TOPROVIDE A COMPLETE PROJECT.CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING CONSTRUCTION.CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF MONTANA POLLUTANT DISCHARGEELIMINATION SYSTEM (MPDES), INCLUDING THE PREPARATION AND MAINTENANCE OF A STORM WATERPOLLUTION AND PREVENTION PLAN (SWPPP) THROUGHOUT THE DURATION OF THIS PROJECT.EXISTING UTILITIES:THE LOCATION AND DESCRIPTION OF ALL SHOWN UTILITIES ARE COMPILED FROM AVAILABLE RECORDSAND FIELD SURVEYS. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS OFTHESE UTILITIES.ATTENTION:THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY INSTALLATIONSABOVE AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS.ALL COSTS RELATED TO CROSSING EXISTING UTILITIES, EXPLORATORY EXCAVATION AND OTHER METHODSOF LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY, BUT SHALL BEMERGED WITH APPLICABLE BID ITEMS. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS.CALL AT LEAST 2 WORKING DAYSBEFORE YOU DIG811 OR 1-800-424-5555A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ONE-CALL NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES;OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS AND SUBSEQUENTDAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE, IMPRISONMENT, ORBOTH. THE LAW ALSO STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR.CONSTRUCTION NOTES:VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES. THE CONTRACTOR SHALL FIELDVERIFY LINE AND GRADE OF EXISTING AND PROPOSED CONNECTIONS WELL IN ADVANCE OF MAKING THECONNECTION. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS, AND EXISTING STRUCTURES. REPAIR BACK TOORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION.DO NOT SCALE FROM THE DRAWINGS. VERIFY ALL DIMENSIONS IN THE FIELD. CONTACT THE ENGINEERFOR FURTHER INFORMATION IF DIMENSION NOT PROVIDED.UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDERTHE RESPONSIBLE CHARGE OF A MONTANA LICENSED LAND SURVEYOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL ASREQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON INACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.ALL TRENCHING AND EXCAVATION SHALL BE BACKFILLED AND COMPACTED BACK TO THE ORIGINAL GRADE.BACKFILL OUTSIDE THE BUILDING FOOTPRINT SHALL BE COMPACTED TO 95% OF THE PROCTOR DENSITY.COMPACT LANDSCAPE TO 85%.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.MEET THE CURRENT DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN.ALL DIMENSIONS SHOWN ARE TO TOP BACK OF CURB UNLESS OTHERWISE NOTED.AN ELECTRONIC FILE CONTAINING NORTHINGS, EASTINGS, AND ELEVATIONS WILL BE PROVIDED FORCONSTRUCTION STAKING.EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCE ONLY.GRADING & DRAINAGE:PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY EXISTING ROAD AND TOP BACK OFCURB OF CURB ELEVATIONS TO ENSURE THAT THEY MATCH PROPOSED GRADES.CLEAR AND GRUB ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ETC. REMOVE ALL ORGANICMATERIAL THAT CANNOT BE COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATEDWITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF SITE.UNLESS OTHERWISE INDICATED, GRADES SHOWN REPRESENT FINISHED ELEVATIONS.UNLESS OTHERWISE INDICATED, ALL MANHOLES, VALVES, AND GRATES SHALL BE ADJUSTED TO FINISHEDGRADES.REMOVE TOPSOIL WITHIN LIMITS OF CONSTRUCTION. STOCKPILE SUFFICIENT TOPSOIL TO SPREADTHROUGHOUT DISTURBED AREAS.IN AREAS WHERE NEW FILL IS TO BE PLACED ON SLOPING GROUND, BENCHING THE SURFACE SHALL BECOMPLETED PRIOR TO PLACING THE FILL. BENCHING SHALL BE COMPLETED WHERE SLOPES ARE STEEPERTHAN 4:1 (HORIZONTAL-VERTICAL).PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TOPOND IN EXCAVATION AREAS AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL OSHA REGULATIONS FOR WORK UNDERTHIS CONTRACT.CURB AND GUTTER:CURB SHALL BE PLACED AT LOCATIONS INDICATED. FINAL GRADES SHALL BE ADJUSTED TO BEST MATCHEXISTING STREET GRADES, UPON APPROVAL FROM ENGINEER.SUBGRADE AND BASE COURSE MATERIAL AND COMPACTION SHALL CONFORM TO PROVISIONS PROVIDEDIN THE GEOTECHNICAL REPORT.CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND HAVE A MINIMUM DEPTH OF ¾” AND AMINIMUM WIDTH OF 1/8”.½” EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURN AND AT NO MORETHAN A 100' INTERVAL. EXPANSIONS MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB.STREET SIGNAGE AND STRIPING:ALL SIGNS SHALL BE FURNISHED NEW PER THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES, AND ERECTED PER MONTANA PUBLIC WORK STANDARDS, 6TH EDITION, AT THE LOCATIONSSPECIFIED. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL FORALL SIGNS PRIOR TO PURCHASE AND INSTALLATION.ALL PAVEMENT MARKINGS SHALL BE PER THE APPROVED PROJECT SPECIFICATIONS.SHOP AND FABRICATION DRAWINGS:THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX INFORMATION,MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO THE ENGINEER FOR REVIEWAND APPROVAL PRIOR TO PLACEMENT OF MATERIALS. FOLLOWING REVIEW THE CONTRACTOR SHALLRESUBMIT COPIES OF ANY DRAWINGS WHICH REQUIRE REVISION OR CORRECTIONS.ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR ERRORSOR OMISSIONS, INADEQUATE DESIGN PERFORMANCE REQUIREMENTS, SCHEDULE REQUIREMENTS. THECONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE INACCORDANCE WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS.INSPECTION AND TESTING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL REQUIRED AND NECESSARYINSPECTIONS ARE PERFORMED BY AN INDEPENDENT AND AUTHORIZED INSPECTION AGENCY PRIOR TOPROCEEDING WITH SUBSEQUENT WORK WHICH COVERS OR IS DIRECTLY DEPENDENT ON THE WORK TOBE INSPECTED. FAILURE TO OBTAIN NECESSARY INSPECTION AND RELATED TESTING SHALL RESULT INTHE CONTRACTOR BEING FULLY RESPONSIBLE FOR PROBLEMS FROM UN-INSPECTED WORK. ALLINSPECTION REQUIREMENTS SHALL FOLLOW MPWSS GUIDELINES AND THE CURRENT UTILITY SOLUTIONS.WATER:CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN AND THE ENGINEER & MONTANA STATE UNIVERSITYINNOVATION CAMPUS A MINIMUM OF 24 HOURS PRIOR TO BEGINNING ANY WORK.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS, GRADES AND MATERIAL TYPES OF ALL EXISTINGUTILITIES PRIOR TO THE START OF CONSTRUCTION.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLING, AND SPOOL PIECES FORCONNECTING NEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIREDCOMPONENTS FOR MAKING THE CONNECTIONS.THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER LINES IS 6.5 FT.ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATER SUPPLY SHALL BEOPERATED BY CITY STAFF PERSONNEL ONLY.PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH MPWSS SPECIFICATIONS ANDPROJECT SPECIFICATIONS.SANITARY SEWER:UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTMD-3034, SDR 35.THE CONTRACTOR SHALL VERIFY LOCATIONS AND MATERIAL TYPES OF ALL UTILITIES PRIOR TO THESTART OF CONSTRUCTION.ALL SERVICES AND CONNECTIONS SHALL CONFORM TO THE CURRENT CITY OF BOZEMAN & MPWSS.ALL PIPES SHALL BE BEDDED PER CURRENT CITY OF BOZEMAN & MPWSS.NO UTILITY TRENCHES SHALL BE LEFT OPEN OVERNIGHT. ALL SUCH TRENCHES SHALL BE CLOSEDBEFORE THE END OF THE WORKDAY OR FENCED OFF IN A SECURE MANNER.CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALLUTILITY PIPES IN ACCORDANCE WITH THE CURRENT CITY OF BOZEMAN & MPWSS.EROSION CONTROL NOTES:CONTRACTOR SHALL OBTAIN ALL NECESSARY MPDES PERMITS AND SHALL MAINTAIN SAID PERMITS ASREQUIRED BY THE REGULATORY AGENCY. ANY HAUL/BORROW SITE SHALL BE INCLUDED IN THE MPDESPERMIT. NATIVE RE-SEEDING AT ALL DISTURBED AREAS.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, NOTIFICATION, MAINTENANCE, MONITORING ANDRECORD KEEPING REQUIRED BY THE MPDES GENERAL PERMIT.CONTRACTOR SHALL MAINTAIN AN INSPECTION AND MAINTENANCE PROGRAM FOR ALL EROSION CONTROLMEASURES. THE INSPECTIONS SHALL BE COMPLETED AT LEAST EVERY SEVEN (7) DAYS AND WITHIN 24HOURS AFTER A STORM EVENT OF 0.5 INCHES OR MORE. THE MAINTENANCE PROGRAM SHALL REPAIR ANDRESTORE ALL EROSION CONTROL MEASURE DEFICIENCIES. DOCUMENTATION OF THE INSPECTIONS, THEFINDINGS, AND CORRECTIVE ACTIONS SHALL BE MAINTAINED AT THE JOB SITE.ESTABLISH EROSION CONTROL MEASURES AT THE BEGINNING OF CONSTRUCTION AND MAINTAIN DURINGTHE ENTIRE LENGTH OF CONSTRUCTION. AREAS WHICH ARE SUBJECT TO SEVERE EROSION AND OFF-SITEAREAS WHICH ARE ESPECIALLY VULNERABLE TO DAMAGE FROM EROSION AND/OR SEDIMENTATION ARETO BE IDENTIFIED AND RECEIVE ADDITIONAL EROSION CONTROL MEASURES.COORDINATE ALL LAND DISTURBING ACTIVITIES AND CONDUCT SO AS TO MINIMIZE THE SIZE OF THE AREATO BE EXPOSED AT ANY ONE TIME AND MINIMIZE THE TIME OF EXPOSURE. COORDINATE ALL LANDDISTURBING ACTIVITIES SO AS TO MINIMIZE OFF-SITE SEDIMENTATION DAMAGE. MASS CLEARING ANDGRADING OF THE ENTIRE SITE SHALL BE AVOIDED. RESTABILIZE DISTURBED AREAS AS SOON AS POSSIBLEAFTER CONSTRUCTION IS COMPLETED.KEEP THE EROSION AND SEDIMENTATION PLAN AND ALL DISCHARGE MONITORING REPORTS ON-SITE FORTHE DURATION OF CONSTRUCTION AND ONE YEAR AFTER CONSTRUCTION COMPLETION.Know what'sbelow.Callbefore you dig.EVEGNOTESANDLEGENDC002RECORD DRAWINGFEBRUARY, 2019
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COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC2019DEMOLITON KEY NOTES:1REMOVE EXISTING ASPHALT.REMOVE EXISTING CURB AND GUTTER.REMOVE EXISTING CONCRETEFOUNDATION \ FOOTING.REMOVE EXISTING CONCRETE.REMOVE EXISTING DEBRIS PILE.REMOVE EXISTING CULVERT.REMOVE POSTS AND FENCING.REMOVE EXISTING VEGETATION.ABANDON EXISTING WELL.SALVAGE EXISTING GRAVEL. RETAIN ONSITE UPON APPROVAL OF GEOTECHNICALENGINEER FOR USE AS FILL MATERIAL.2345678910111213141516REMOVE EXISTING STRUCTURE INCLUDINGSLAB, FOUNDATION, SIDEWALK & STEPS.REMOVE EXISTING GAS SERVICE.REMOVE AND SALVAGE EXISTING SIGNS.REMOVE EXISTING TRUNCATED DOMES.EXISTING MONITORING WELL.REMOVE EXISTING IRRIGATION STRUCTURE.17EDGE OF ASPHALT SAW CUT.DEMOLITION NOTES:1.ALL MATERIAL GENERATED FROMDEMOLITION ACTIVITIES SHALL BE DISPOSEDOF OFF-SITE AT THE CONTRACTORSEXPENSE UNLESS OTHERWISE INDICATED BYTHE OWNER. AN APPROPRIATE DUMP SITESHALL BE NOMINATED PRIOR TO THE STARTOF CONSTRUCTION.2.ALL TRENCHING AND EXCAVATION SHALL BEBACKFILLED AND COMPACTED TO 95% @THE ORIGINAL GRADE.3.STRIP TOPSOIL TO A MAXIMUM DEPTH OF 6".STORE ON SITE AS REQUIRED.4.THE CONTRACTOR SHALL VERIFYLOCATIONS AND MATERIAL TYPES OF ALLUTILITIES PRIOR TO THE START OFDEMOLITION.5.PROVIDE POSITIVE DRAINAGE AT ALL TIMESWITHIN THE CONSTRUCTION AREA. DO NOTALLOW WATER TO POND IN EXCAVATIONAREAS, AND MAINTAIN ALL EXISTINGDRAINAGE PATTERNS.18OBLITERATE EXISTING ROAD STRIPING.19REMOVE EXISTING CONCRETE SIDEWALK.EVEGDEMOLITIONPLANC003PHASE 2 - NOT PART OF THIS APPLICATIONLEGEND:RECORD DRAWINGFEBRUARY, 2019
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PROPERTY LINEPROPERTY LINE15.00' MIN.SIDE SETBACK30.00'WALKWAY EASEMENT1C1017C1012C101122211344567850' WATERCOURSESETBACK TYP.10.0' PUBLICUTILITYEASEMENTTYP.5PROPOSED 30.0' PUBLIC UTILITYAND PEDESTRIAN EASEMENT910.0' PUBLICUTILITYEASEMENTTYP.25.0' MIN. FRONTSETBACK TYP.15.0' MIN. SIDESETBACK15.0' MIN. SIDESETBACK10PROPOSEDDRAINAGE EASEMENT9104C1015C1013C1016C101106SEE SHEET C202 FORROAD PLAN AND PROFILESEE SHEET C203 FORROAD PLAN AND PROFILESEE SHEET C204 FORROAD PLAN AND PROFILE12.5' PUBLIC STREETAND UTILITYEASEMENT1220.00'UTILITY EASEMENT25.0' MIN. FRONTSETBACK50.0' MAX. FRONTSETBACK40.0' MAX. SIDESETBACK40.0' MAX. SIDESETBACK30.00' PUBLICACCESS EASEMENT40.00' MAX.SIDE SETBACK50.0' MAX. FRONTSETBACK TYP.FUTURE SIDEWALKTO BE CONSTRUCTEDIN FUTURE PHASE25.0' MIN.REARSETBACK50.0' MAX. REARSETBACK50.00'WETLAND SETBACKEXISTING TRAILCENTERLINEVISION TRIANGLE,TYP.TRAFFIC FLOW,TYP.13±50' ROW1413.03'REVISED LIGHTPOLE LOCATION15CONTROL POINT TABLEPOINT #134567DESCRIPTIONCP SPIKECP SPIKECP SPIKECP SPIKECP SPIKECP SPIKENORTHING20000.0020229.9619559.7519044.6019231.7719243.76EASTING30000.0030437.3931523.8930051.6630962.9430737.86ELEVATION4867.664864.674871.084879.444876.384876.83ASPHALT STANDARD - NEWCONCRETE PAVERS - NEWUTILITY EASEMENT50' WETLAND SETBACKWATERCOURSE ZONE BOUNDARYPROPERTY RIGHT OF WAYPROPERTY SETBACKLEGEND:EXISTING WETLANDSCONCRETE - NEWNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C100SITE PLAN SCALE: 1" = 80'NORTH160'80'40'0SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC2019KEY NOTES:1NEW 12' WIDE CONCRETE PATHWAY. SEE6/C400 FOR CROSS SECTION, SHEET C200FOR GRADING AND 2/C301 FORENLARGEMENT.2EXISTING VEGETATION3NEW CURB AND GUTTER, SEE3/C401.4EXISTING DELINEATED WETLAND.5NEW STORM DETENTION PONDAND SWALE, SEE SHEET C200.6NEW STORM DETENTION PONDS,SEE SHEET C200.7NEW 10' WIDE CONCRETE PATHWAY,SEE SHEET C200 FOR GRADING AND6/C400 FOR DETAIL SECTION.8NEW 10' WIDE CONCRETE PAVERPATHWAY, SEE SHEET C200 FOR GRADINGAND 8/C400 FOR DETAIL SECTION.9CONNECT TO EXISTINGROADWAY, TYPICAL PER CITY OFBOZEMAN.1011ZONE 2 WATERCOURSEBOUNDARY TYP.NEW CURB AND GUTTER ANDASPHALT REPLACEMENT. SEEDETAIL 1/C401,AND 3/C401.EVEGOVERALLSITEPLANC10012BRIDGE TO BE DECORATED ANDEMBELLISHED IN FUTURE PHASES13TEMPORARY CUL-DE-SAC (50'RADIUS). SEE DETAIL 14/C401.PHASE 2 - NOT PART OF THIS APPLICATION14INSTALL SALVAGED 3 DEAD ENDBARRICADE SIGNS PER CITY OFBOZEMAN STANDARD DETAIL # 09810-215INSTALL SIGN CENTERED IN BOULEVARD 13'ALONG ALIGNMENT FROM FIRE HYDRANT.SEE 3/C403.RECORD DRAWINGFEBRUARY, 2019
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COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC20193C101ENLARGED ENTRANCE PLANNOT USED SCALE: 1" = 30'2C101ENLARGED CROSSWALKNOT USED SCALE: 1" = 20'1C101ENLARGED INTERSECTIONTECHNOLOGY & S 27TH AVE - NOT USED SCALE: 1" = 20'KEY NOTES:123457C101GARFIELD STRIPINGNOT USED SCALE: 1" = 30'PAINT YIELD MARKINGS. INLAID THERMOPLASTIC. PERMUTCD STANDARDS. SEE DETAIL 8/C101.PAINT STOP BAR. INLAID THERMOPLASTIC. PER CITY OFBOZEMAN STD DWG 02581-1.PAINT 4" DOUBLE YELLOW EPOXY PAINT STRIPE.PAINT 2' YELLOW EPOXY PAINT DIAGONAL CROSSHATCH.PAINT 4" WHITE EPOXY PAINT STRIPE.6PAINT 8" YELLOW EPOXY STRIPE.7PAINT LEFT TURN MARKING PER MUTCD STANDARDS.8PAINT "ONLY" MARKING PER MUTCD STANDARDS.8C101YIELD MARKINGSNOT USED SCALE: 1" = 5'9CONSTRUCT ASPHALT PAVEMENT. SEE DETAIL 1/C401.10CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 2/C401,AND 5/C400.11CONSTRUCT CATCH CURB AND GUTTER. SEE DETAIL3/C401.12CONSTRUCT REINFORCED CONCRETE. SEE DETAIL10/C401. SEE LANDSCAPE FOR JOINT LAYOUT ANDCOLOR.13CONSTRUCT CORNER PEDESTRIAN RAMP. SEE DETAIL8/C401.14CONSTRUCT PEDESTRIAN RAMP. SEE DETAIL 4/C401.15INSTALL "STOP" SIGN PER MUTCD R1-1. CONSTRUCT BASEAND BREAKAWAY POST PER CITY OF BOZEMAN STDDWG # 09810-1 SEE 3/C402.16CONSTRUCT 12' SIDEWALK CURB RAMP. SEE DETAIL 7/C401.17INSTALL "YIELD HERE TO PEDESTRIAN" SIGN PER MUTCD R1-5.CONSTRUCT BASE AND BREAKAWAY POST PER CITY OF BOZEMAN STDDWG # 09810-1 SEE 3/C402.18CONSTRUCT CONCRETE VALLEY GUTTER. SEE DETAIL 12/C400.4C101TECHNOLOGY BLVD (WEST END)NOT USED SCALE: 1" = 20'5C101ASPHALT PATH REPLACEMENTNOT USED SCALE: 1" = 20'6C101TECHNOLOGY BLVD. (EAST END) SCALE: 1" = 20'19REMOVE AND REPLACE ASPHALT PAVEMENT. SEE DETAIL 1/C400.20EXISTING ROAD STRIPING.21PAINT WHITE BIKE LANE SYMBOL AND DIRECTIONAL ARROW PERMUTCD REQUIREMENTS.22NEW LIGHT POLE. SEE ELECTRICAL PLAN.23NEW CULVERT. SEE SHEET C200.24CONSTRUCT VERTICAL CURB. SEE DETAIL 11/C401.25CONSTRUCT STANDARD FILLET PER BOZEMAN DWG # 02529-2 SEE8/C402.26NEW CONCRETE PATH. SEE SHEET C100 AND C200.27EXISTING SIDEWALK.GENERAL NOTES:1.ALL STREET STRIPING AND MARKING ARE TOCONFORM TO THE REQUIREMENTS OF THE "MANUALON UNIFORM TRAFFIC CONTROL DEVICES."KAEGSITE PLANENLARGEDVIEWSC101PHASE 2 - NOT PART OF THIS APPLICATION28TRANSITION DELINEATOR29NEW CONCRETE PAVER PATH. SEE SHEET C100 AND C200.RECORD DRAWINGFEBRUARY, 2019
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4869SEE SHEETC302 & C304SEE SHEETC30112346C4006C400S30° 09' 27"E 68.85'55687710119MEG 4865.12BOTTOM OF SWALE???BOTTOM OF SWALE4867.03TC ???TC 4867.37TC 4867.47TC 4866.92TG 4871.28TG 4873.58TG 4875.75MEG 4871.16MEG 4871.16TG 4864.51TG 4863.83TG 4861.93MEG 4861.64FG 4866.16FG 4865.00FG 4864.00FG 4865.50 (BOTTOM)TC 4866.14TG 4877.03TG 4880.00128C20113FG 4869.00 (TOP)8C400NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C200ROAD AND DRAINAGE PLAN SCALE: 1" = 80'NORTH160'80'40'0SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC2019SITE KEY NOTES:1CONSTRUCT DETENTION POND WITH 4:1 SIDE SLOPES.POND DEPTH = 2.5'. POND VOLUME = 1300 CUBIC FT.BOTTOM OF POND: 4866.16'. SEE DETAIL 7/C201.234CONSTRUCT 441' LONG SWALE WITH 2:1 SIDE SLOPES.SEE 7/C400.CONSTRUCT DETENTION POND WITH 4:1 SIDE SLOPES.POND DEPTH = 3.5'. POND VOLUME = 1300 CUBIC FT.BOTTOM OF POND: 4865.50. SEE DETAIL 7/C201.CONSTRUCT 2 RETENTION PONDS WITH 4:1 SIDESLOPES. POND DEPTH = 2.5'. COMBINED POND VOLUME= 3700 CUBIC FT. BOTTOM OF POND: (S) 4865.00 (N)4864.00. SEE DETAIL 8/C201.5INSTALL 20 LF OF 12" HDPE CULVERT. MINIMUM 1'GROUND COVER.6INSTALL 12 LF OF 12" HDPE CULVERT. MINIMUM 6"GROUND COVER.7CONSTRUCT WEIR FOR 3.5' DEEP DETENTION POND. SEEDETAIL 6/C201 AND 7/C201.8CONSTRUCT WEIR FOR 2.5' DEEP DETENTION POND. SEEDETAIL 6/C201 AND 8/C201.9CONSTRUCT 10' WIDE CONCRETE PATH. SEE SECTION6/C400. MAXIMUM LONGITUDINAL SLOPE 5%.10CONSTRUCT 12' WIDE CONCRETE PATH. SEE SECTION6/C400. MAXIMUM LONGITUDINAL SLOPE 5%.11TC 100PROPOSED 'TOP OF CONCRETE' ELEV.TBC 100PROPOSED 'TOP BACK OF CURB' ELEV.FL 100PROPOSED 'FLOW LINE' ELEV.GT 100PROPOSED 'GRATE' ELEV.TA 100PROPOSED 'TOP OF ASPHALT' ELEV.-0.3%PROPOSED SLOPEPROPOSED CONTOUREXISTING CONTOURGR 100PROPOSED 'GRADE' ELEV.MEG 100PROPOSED 'MATCH EXISTING GRADE' ELEV.DRAINAGE AND GRADING LEGEND1. EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCEONLY.2. FINISHED GRADES SHOULD BE ESTABLISHED THROUGH SPOTGRADES.GRADING NOTES:STORM WATER FLOW DIRECTIONEVEGOVERALLROAD ANDDRAINAGEPLANC20012PREFABRICATED HYDRAULIC STRUCTURE. CONTECH ORSIMILAR. SEE 5/C201.13CONSTRUCT SPILL OVER WEIR BETWEEN PONDS. SEEDETAIL 6/C201.PHASE 2 - NOT PART OF THIS APPLICATIONCONSTRUCT 10' WIDE CONCRETE PAVER PATH. SEESECTION 8/C400. MAXIMUM LONGITUDINAL SLOPE 5%.RECORD DRAWINGFEBRUARY, 2019
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4870TC 4871.81TC 4871.29TC 4870.88TC 4870.47TC 4870.06TC 4870.20TC 4870.89TC 4871.31TC 4871.94TC 4870.47TC 4870.06TC 4870.21TBC 4871.67TBC 4871.07TBC 4870.65TBC 4870.24TBC 4869.83TBC 4869.97TBC 4869.98TBC 4869.83TBC 4870.24TBC 4870.66TBC 4871.07TBC 4871.76TG 4869.86TG 4870.58TG 4870.69TG 4870.60TG 4869.85MEG TA≈ 4871.31MEG TA≈ 4871.63MEG TA≈ 4871.3314486948684867486748684867486648704869151611487048714869486748684867486848694869486848674866NEW SWALEWETLANDBOUNDARYWETLANDBOUNDARYTC 4871.1948604870488048604870488018+004868.704869.724868.854869.764869.144869.884869.364870.0119+004869.444870.134869.504870.264869.554870.384869.594870.5120+004870.764870.634871.064870.764869.704870.884868.294871.0021+004868.234871.134867.704871.254867.184871.25
4867.25
4871.12
22+004867.56
4871.00
4867.89
4870.87
4868.54
4870.75
4869.10
4870.62
23+004869.53
4870.49
4869.89
4870.37
4870.13
4870.24
4870.41
4870.12
24+004870.72
4869.99
4871.07
4869.97
4871.40
4870.10
4871.68
4870.22
25+004871.82
4870.34
4871.77
4870.47
4871.69
4870.59
4871.75
4870.72
26+004871.59
4870.84
4871.12
4870.96
4870.73
4871.09
4870.33
4871.21
27+004870.80
4871.34
4871.82
4871.46
4871.60
4871.58
4871.64
28+004871.59 0.50%-0.50%0.50%120 LF 24" RCP @ 0.20%CURB INLET - 7STA:24+18.90RIM:4869.40INVERT IN (N): 4866.14 - 12" PVCINVERT OUT (W): 4865.64 - 18" PVC102 LF 36"x58.5" ARCH RCP PIPE @ -0.98%SEE DETAIL 5/C201102 LF 36"x58.5" ARCH RCP PIPE @ -0.98%.SEE DETAIL 5/C201EOP
PVI STA = 21+37.00ELEV = 4871.314
PVI STA = 24+14.39
ELEV = 4869.919
PVI STA = 27+62.62
ELEV = 4871.647PVI STA = 18+08.73ELEV = 4869.67648" STORM MANHOLE - 3STA: 20+98.92RIM:4870.72INVERT IN (W): 4865.16 - 24" RCPINVERT OUT (NE): 4865.16 - 24" RCPCURB INLET - 3STA:18+08.88RIM:4869.14INVERT IN (W): 4865.74 - 18" RCPINVERT IN (N): 4865.74 - 18" RCPINVERT OUT (E): 4865.73 - 24" RCP48" STORM MANHOLE - 2STA:19+30.50RIM:4869.86INVERT IN (W): 4865.49 - 24" RCPINVERT OUT (E): 4865.49 - 24" RCP165 LF 24" RCP @ 0.20%PROPOSED GRADEEXISTING GRADEEXIST. EL. (TYP.)PROP. EL. (TYP.)NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.2C203TECHNOLOGY BLVD. ROAD AND STORM SEWER PROFILE SCALE: 1" = 40'80'40'20'0SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC20191C203TECHNOLOGY BLVD. ROAD AND STORM SEWER PLAN SCALE: 1" = 40'NORTH80'40'20'0VERTICAL SCALE: 1" = 4'KEY MAPKEY NOTES:1NEW CURB INLET. SEE 2/C402.NEW STORM DRAIN MANHOLE. SEEDETAIL 1/C402.23NEW 88 LF OF 24" SDR 35 PVC AT A SLOPEOF 0.23%. INVERT AT POND: 4865.00' .45NEW 32 LF OF 12" SDR 35 PVC AT ASLOPE OF 0.8%.6NEW 12' CONCRETE PATH. SEE 6/C400FOR CROSS SECTION AND 2/C301 FORENLARGEMENT.7NEW 10' CONCRETE PAVER PATH, SEE8/C400 FOR CROSS SECTION.MATCHLINE SEESHEET C202
CONSTRUCT STORM DETENTION PONDWITH 4:1 SIDE SLOPES. POND BOTTOM4865' AND TOP OF POND 4867.5'.COMBINED VOLUME OF 3700 CF.NEW 90 LF OF 18" SDR 35 PVC AT A SLOPEOF 0.12%. INVERT AT POND: 4865.53'.8NEW 34LF OR 18" SDR 35 PVC ATSLOPE OF 0.3%.9INSTALL 12" RIP RAP IN 34' x 40' AREA.1011EVEGTECHNOLOGY BLVDROAD AND STORMSEWER PLANAND PROFILEC20312CONSTRUCT STORM DETENTION POND WITH 4:1SIDE SLOPES. POND BOTTOM 4865.5'. TOP OFPOND 4869.0'. STORAGE VOLUME 1300 CF.13CONSTRUCT SPILL OVER WEIR BETWEEN PONDS.SEE DETAIL 6/C201.PHASE 2 - NOT PART OF THIS APPLICATIONEX RD0.0%14NEW CURB INLET. SEE DETAIL 1/C403.15CONSTRUCTION SHALLOW SWALE WITH 6:1 SIDESLOPES FROM POND WEIR TO CREEK.16APPROXIMATE CREEK BOTTOM ELEVATION4866.70NEW 30 LF OF 6" SDR 35 PVC AT A SLOPEOF 0.0%. INVERT AT SWALE: 4867.0'.RECORD DRAWINGFEBRUARY, 2019
ststGGGFFIRIRIRIRirrirr irr irr irr irr irr irr irr irr irr irrgasgasgasgasgasgasgas
gasgasgasgasgasgasgasgasgasgasgasgasgasgasgasgasgasHYDHYDHYD
W
SOH YDHYDHYDHYDHYDWSO HYD
IC
V ICV(2)IC
V
(2)ICVICV btattattatt
attattattattattattattbtbtbtbtbtbtbtbtbtbtbtbtb
t
btbtohohohohohohohohohohohohohohohoh
oh
ohohohohohohohohohohohohohwmwmwmwmwmwmwmwmwmwmwmwmwmwm
wm
wm
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mwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm8"ssssssssssssssssssssssssssirrdirrd irrd irrd irrd irrd irrd irrd irrd irrd irrd irrd
ssss
ss SSSSSSSSSSGAS>>>>PPPPP
P PPPPPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPP
BPBPBPBPBPBPBPBPBPBPBPBPBPBPGASGASGASGASGASGASGASGASGASGAS GAS
GAS
GAS
GAS
GAS GAS GAS GASGASGASGASGASGAS
GASGASGASGASGASGASGASGASGASGASGASGASGASBP>>>>>>>>SSWWSSSSSS SSSSSSSSSSSS4866CURB INLET - 1OFF: -25LSTA:7+02.50RIM:4870.01INVERT OUT (E): 4866.30 - 15" RCP1.917SSSSS
S
S
S
S
S
SS SS SS SS SS WW W CURB INLET - 4OFF: -15LSTA:18+09.00RIM:4869.21INVERT OUT (S): 4865.80 - 18" RCPWSSSSWWWWWWWWWWWWWWWW487048694869WWW0+000+501+001+501+84TECHNOLOGY BLVD.S. 27TH STREET1C3011C3021C3031C3051C3046" SANITARY SEWERMAINLINE8" WATER MAINLINE56573124489898911912TYP.W. GARFIELD STW. COLLEGE ST1315141414NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C300OVERALL UTILITY PLAN SCALE: 1" = 80'NORTH160'80'40'0SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC2019KEY NOTES:1NEW FIRE HYDRANT ASSEMBLY PER CITY OF BOZEMANSTD DWG # 02660-4. SEE 6/C402.234EXISTING 8" WATER LINE.INSTALL NEW 8x8x6 TEE TAPPING. COORDINATE WITHCITY OF BOZEMAN.116 LF OF 6" D.I. WATER LINE. MINIMUM 6.5' OF COVER.5EXISTING 8" SANITARY SEWER LINE. STUB INVERTAPPROXIMATELY 4861.88. CONTRACTOR TO VERIFYDEPTH OF WATER. CONTACT ENGINEER ON RECORD IFDEPTH OF LINE IS DIFFERENT THAN INDICATED.6EXISTING 8" WATER LINE.7EXISTING 10" WATER LINE. CONTRACTOR TO VERIFYDEPTH OF WATER. CONTACT ENGINEER ON RECORD IFDEPTH OF LINE IS DIFFERENT THAN INDICATED.8INSTALL 80 LF OF 4" ELECTRICAL CONDUIT. R.O.W.LINE TO R.O.W. LINE. 3' MINIMUM GROUND COVER.IDENTIFY ENDS OF CONDUIT WITH MARKINGSTAKES.9INSTALL 80 LF OF 12" WATER CONDUIT. R.O.W. LINETO R.O.W. LINE. 6.5' MINIMUM GROUND COVER.IDENTIFY ENDS OF CONDUIT WITHMARKING STAKES.10PROPOSED GAS LINE. COORDINATE WITHNORTHWESTERN ENGERY.11PROPOSED BURIED POWER LINE. SEE ELECTRICAL.COORDINATE WITH NORTHWESTERN ENERGY.12PROPOSED LIGHT POLE. SEE ELECTRICAL PLANS.13NEW 80 LF OF 8" WATER SERVICE LINE WITH 2"BLOWOFF AT END OF LINE. MINIMUM 6.5' COVER.CONNECT TO EXISTING WATER MAIN. COORDINATEWITH CITY OF BOZEMAN.14NEW 36 LF OF 8" WATER SERVICE LINE WITH 2"BLOWOFF AT END OF LINE. MINIMUM 6.5' COVER.CONNECT TO EXISTING WATER MAIN. COORDINATEWITH CITY OF BOZEMAN.15EXISTING WATER SERVICE.EVEGOVERALLUTILITY PLANC300PHASE 2 - NOT PART OF THIS APPLICATIONGENERAL NOTES:CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMANAND THE ENGINEER & MONTANA STATE UNIVERSITYINNOVATION CAMPUS A MINIMUM OF 24 HOURS PRIORTO BEGINNING ANY WORK.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS,GRADES AND MATERIAL TYPES OF ALL EXISTINGUTILITIES PRIOR TO THE START OF CONSTRUCTION.THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPEFOR WATER LINES IS 6.5 FT.ANY EXISTING OR NEW VALVES THAT CONTROL THECITY OF BOZEMAN WATER SUPPLY SHALL BEOPERATED BY CITY STAFF PERSONNEL ONLY.RECORD DRAWINGFEBRUARY, 2019
PBPBPBPBPBPGASGASGASGASBP>>>>>>>>>>>>>>>>HYD
FFF
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S48704871487248734874
4868486948704869
4870487048694870487048711234870.0018+0019+0020+0021+0022+0023+0024+0025+0026+002
7+
0
0
2
8
+
0
0 EP: 28+00.00P
C
:
2
3
+
3
7
.
5
7
PT
:
2
2
+
7
7
.
6
2
PCC: 27+47.80SSSDSDSDSDSSSSSD SD
SDSDSSSSSSWSDSDSDSD
WWWWWWWWWWW
WWWWWWWWWWW487048694869WWWWWW
WWFWSS4EXIST. EL. (TYP.)PROP. EL. (TYP.)
8"x8" CAP
STA:23+00
INSTALL AT END OF
PHASE 1
CONNECT TOEXISTING SEWERSTA 27+60.58485548604870488048554860487048804868.854869.764869.144869.884869.364870.0119+004869.444870.134869.504870.264869.554870.384869.594870.5120+004870.764870.634871.064870.764869.704870.884868.294871.0021+004868.234871.134867.704871.254867.184871.25
4867.25
4871.12
22+004867.56
4871.00
4867.89
4870.87
4868.54
4870.75
4869.10
4870.62
23+004869.53
4870.49
4869.89
4870.37
4870.13
4870.24
4870.41
4870.12
24+004870.72
4869.99
4871.07
4869.97
4871.40
4870.10
4871.68
4870.22
25+004871.82
4870.34
4871.77
4870.47
4871.69
4870.59
4871.75
4870.72
26+004871.59
4870.84
4871.12
4870.96
4870.73
4871.09
4870.33
4871.21
27+004870.80
4871.34
4871.82
4871.46
4871.60
4871.58
4871.64 0.50%-0.50%0.50%48" SEWER MANHOLE - 5STA:19+11.91RIM:4870.04INVERT IN (W): 4859.68 - 8" PVCINVERT IN (N): 4859.68 - 8" PVCINVERT IN (S): 4859.68 - 8" PVCINVERT OUT (E): 4859.58 - 8" PVC
48 SEWER MANHOLE - 11
STA:25+24.97
RIM:4870.30
INVERT OUT (E): 4863.34 - 8" PVC
INVERT IN (S): 4863.44 - 8" PVC164 LF 8" PVC @ 1.03%48" SEWER MANHOLE - 6STA:20+76.62RIM:4870.84INVERT IN (W): 4857.90 - 8" PVCINVERT OUT (NE): 4857.90 - 8" PVC32.5LF 18" RCP@0.20%STA: 18+09.0372 LF 24" RCP @ 0.23%20+97.2832 LF 18" RCP @ 0.80%STA: 24+18.9048" SEWER MANHOLE - 12
STA:26+08.00
RIM:4870.71
INVERT IN (W): 4862.92 - 8" PVC
INVERT OUT (E): 4862.82 - 8" PVC
INVERT IN (S): 4862.92 - 8" PVC - CORE DRILL
48" SEWER MANHOLE -13
STA:26+65.86
RIM:4871.00
INVERT IN (W): 4862.52 - 8" PVC
INVERT OUT (NE): 4862.42 - 8" PVC
48" SEWER MANHOLE - 14
STA:27+11.86
RIM:4871.24
INVERT IN (SW): 4862.22 - 8" PVC
INVERT OUT (NE): 4862.12 - 8" PVC84 LF 8" SDR35 PVC @ -0.50%56 LF 8" SDR35 PVC @ 0.52%47 LF 8" SDR35 PVC @ 0.44%102 LF 36"x58.5" ARCHRCP PIPE @ -0.98%SEE DETAIL 5/C201102 LF 36"x58.5" ARCHRCP PIPE @ -0.98%SEE DETAIL 5/C2016.5' MINCOVER48" DIA. MANHOLE (EX)STA: 27+79.48RIM: 4871.57INVERT IN (SE): 4861.74 - 8" PVCINVERT IN (SW): 4861.71 - 8" PVCINVERT OUT (NE): 4861.73 - 8" PVCNEW 8"X8"X4" TAPPING TEESTA:25+57.414" FIRE SERVICE LINENEW 1'-1/2" DOMESTICSERVICE, STA:25+60.40INVERT OUT (NE): 4861.83 - 8" PVC
48" DIA. MANHOLE - 15
STA:27+58.20
RIM:4871.58
INVERT IN (SW): 4861.93 - 8" PVC47 LF 8" PVC @ 0.40%19 LF 8" PVC @ -0.63%NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.2C303TECHNOLOGY BLVD. SEWER PROFILE SCALE: 1" = 40'80'40'20'0SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC20191C303TECHNOLOGY BLVD. SEWER PLAN SCALE: 1" = 40'NORTH80'40'20'0VERTICAL SCALE: 1" = 4'KEY MAPMATCHLINE SEESHEET C302
KEY NOTES:1NEW 32LF, 8" PVC AT A 1.5%SLOPE.2NEW 39LF, 8" PVC AT A 1.5%SLOPE.3NEW 30LF, 8" PVC AT A 1.5% SLOPE.EVEGTECHNOLOGY BLVDSANITARY SEWERPLAN ANDPROFILEC303PHASE 2 - NOT PART OF THIS APPLICATIONEX RD0.0%4NEW 50LF, 8" SDR 35 PVC AT A 2.56%SLOPE.RECORD DRAWINGFEBRUARY, 2019
HYD
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v
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cbpbp
SPBPBPBPBPBPGASGASGASGASBP>>>>>>>>>>>>>>>>18+0019+0020+0021+0022+0023+0024+0025+0026+002
7+
0
0
2
8
+
0
0 EP: 28+00.00P
C
:
2
3
+
3
7
.
5
7
PT
:
2
2
+
7
7
.
6
2
PCC: 27+47.80SSSDSDSDSDSSSSSD SD
SDSD0+00 1+00SSSS SSWSDSDSDSD
WWWWWWWWWWW
WWWWWWWWWWW487048694869WWWWWW
WWFW0+000+501+001+501+84SS1487148724873
48694870487148684869487048694870487048704871
48704870487024870.004870.0064891011485548604870488048554860487048804868.854869.764869.144869.884869.364870.0119+004869.444870.134869.504870.264869.554870.384869.594870.5120+004870.764870.634871.064870.764869.704870.884868.294871.0021+004868.234871.134867.704871.254867.184871.25
4867.25
4871.12
22+004867.56
4871.00
4867.89
4870.87
4868.54
4870.75
4869.10
4870.62
23+004869.53
4870.49
4869.89
4870.37
4870.13
4870.24
4870.41
4870.12
24+004870.72
4869.99
4871.07
4869.97
4871.40
4870.10
4871.68
4870.22
25+004871.82
4870.34
4871.77
4870.47
4871.69
4870.59
4871.75
4870.72
26+004871.59
4870.84
4871.12
4870.96
4870.73
4871.09
4870.33
4871.21
27+004870.80
4871.34
4871.82
4871.46
4871.60
4871.58
4871.64 0.50%-0.50%0.50%NEW 8"X8"X8" TEESTA:18+80.53OFFSET 50LF RIGHTINSTALL NEW FIREHYDRANT ASSEMBLY32.5LF 18" RCP@0.20%STA: 18+09.03NEW 8"X8"X8" TEESTA:18+85.33OFFSET 21LF LEFTINSTALL NEW BLOW OFFVALVE AT END OF 8" PIPE72 LF 24" RCP @ 0.23%20+97.28NEW 8"X8"X4" TAPPING TEESTA:24+57.634" FIRE SERVICE LINE32 LF 18" RCP @ 0.80%STA: 24+18.908"x8" GATE VALVESTA: 20+50
8"x8" GATE VALVE
STA: 22+91.31
8"x8"x6" TEE
STA: 23+05.61
INSTALL NEW
HYDRANT ASSEMBY
NEW 10" GATE VALVESTA: 27+64.558"x8"x6" TEESTA: 23+05.61INSTALL NEWHYDRANT ASSEMBY
CONNECT SALVAGED FIREHYDRANT. INSTALL 8"X6" TEETO NEW WATER LINE. INSTALLNEW 6" GATE VALVE, OFFSET 3.5' LSTA 27+51.55102 LF 36"x58.5" ARCHRCP PIPE @ -0.98%SEE DETAIL 5/C201102 LF 36"x58.5" ARCHRCP PIPE @ -0.98%SEE DETAIL 5/C201NEW 45° BENDNEW 45° BENDCAP END OF 8" PIPE& CONSTRUCT THRUSTBLOCK FOR PHASE 1.6.5' MINCOVERNEW 2" DOMESTICSERVICE, STA:24+60.64NEW 11.25°HORIZONTAL BENDSTA:24+65.188"x2" CORPORATION STOP
STA: 22+94.81
2" WATER BLOWOFF
COB STD DWG # 02660-7
EXISTING 10"WATER MAINNEW 10" X 8" REDUCERSTA: 27+57.55NEW 22.5°BEND FITTINGSTA: 27+30.06NEW 22.5°BEND FITTINGSTA: 26+58.7NEW 11.25°HORIZONTAL BENDSTA:25+43.40EXISTING 10" X 10" WATER TEESTA 27+67.21NEW 22.5°BEND FITTINGSTA: 27+44.08FINISHED GRADEEXISTING GRADEMATCHLINE SEESHEET C304
963.45' LF OF 8" CL51 D.I.P. AWWA <151TYPE A TRENCH BACKFILLTYPE 1 PIPE BEDDINGTHRUSTBLOCK SEEDETAIL 7/C402NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.2C305TECHNOLOGY BLVD. WATER PROFILE SCALE: 1" = 40'80'40'20'0SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
COPYRIGHTMONTANA STATE
INNOVATION CAMPUS
BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC20191C305TECHNOLOGY BLVD. WATER PLAN SCALE: 1" = 40'NORTH80'40'20'0VERTICAL SCALE: 1" = 4'MATCHLINE SEE SHEET C400KEY MAPWATER KEY NOTES:12EXISTING 10" WATER MAIN.CONSTRUCT FLOWABLE FILL TRENCH FOR 8" WATERMAIN BENEATH CREEK. SEE DETAIL 13/C401.GENERAL NOTESALL JOINTS AND FITTINGS TO BE MECHANICAL JOINTS.CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN AND THE ENGINEER& MONTANA STATE UNIVERSITY INNOVATION CAMPUS A MINIMUM OF 24HOURS PRIOR TO BEGINNING ANY WORK.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS, GRADES ANDMATERIAL TYPES OF ALL EXISTING UTILITIES PRIOR TO THE START OFCONSTRUCTION.THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER LINES IS6.5 FT.ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMANWATER SUPPLY SHALL BE OPERATED BY CITY STAFF PERSONNEL ONLY.EVEGTECHNOLOGY BLVDWATER PLANANDPROFILEC3053NOT USED4INSTALL CURB STOP PER CITY OF BOZEMANSPECIFICATIONS.5NOT USEDPHASE 2 - NOT PART OF THIS APPLICATION6INSTALL 5 LF 8" D.I. PIPE. MINIMUM COVER 6.5'7NOT USED8INSTALL 55 LF OF 2" COPPER PIPE. MINIMUM COVER6.5'.9INSTALL 2" BLOWOFF PER COB STD DWG # 02660-7.SEE DETAIL 2/C403.EX RD0.0%10INSTALL 46 LF 2" COPPER SERVICE LINE AND CURBSTOP PER CITY OF BOZEMAN SPECIFICATIONS02660-15.11INSTALL 46 LF 4" D.I. FIRE LINE. INSTALL 4" GATEVALVE OFFSET 4' FROM TEERECORD DRAWINGFEBRUARY, 2019
60.00' ROW1.00'5.00'SIDEWALKSEE 2/C4016.50'BLVD.35.00' TBC-TBC6.50'BLVD.5.00'SIDEWALK1.00'11.50'DRIVING LANE1/C40111.50'DRIVING LANE5.50'BIKE LANE5.50'BIKE LANE1.00'TYP.-3%-2%⅊⅊℄C.O.B. STD. CATCHCURB & GUTTERSEE 4/C401-3%-2%NOTE: SECTION MATCHES BOZEMAN GATEWAYFILL4:1 MAXCUT4:1 MAX4:1 MAX2.00'FILL4:1 MAXCUT4:1
MAX4:1
MAX2.00'80.00' ROW18.00' TBC-TBC1.00'5.00'SIDEWALKSEE 2/C4018.50'BLVD.7.50'BLVD.7.50'BLVD.18.00' TBC-TBC8.50'BLVD.5.00'SIDEWALK1.00'1.00'TYP.⅊⅊℄-2%-3%-3%-2%-2%-2%C.O.B. STD.CATCH CURB& GUTTERSEE 4/C401.C.O.B. STD.SPILL CURB& GUTTERSEE 3/C401.FILL4:1 MAXCUT4:1
MAX4:1
MAX2.00'FILL4:1 MAXCUT4:1 MAX4:1 MAX2.00'47.00' ROW1.00'5.00'SIDEWALKSEE 2/C40135.00' TBC-TBC11.50'DRIVING LANESEE 1/C40111.50'DRIVING LANE5.50'BIKE LANE5.50'BIKE LANE-3%⅊℄C.O.B. STD. CATCHCURB & GUTTERSEE 4/C401-3%NOTE: SECTION MATCHES BOZEMAN GATEWAY5.00'SIDEWALK1.00'⅊FILL4:1 MAXCUT4:1
MAX4:1
MAX2.00'FILL4:1 MAXCUT4:1 MAX4:1 MAX2.00'LIGHT BROOM FINISH4"4"NOTES:1.SUBGRADE AND BASE COURSE SHALL BECOMPACTED TO 95% OF MAXIMUM DENSITY.2.SEE PLANS FOR EXPANSION AND TOOLJOINT LAYOUT.18" X 112" TOOLEDCONTROLJOINT WITHROUND EDGES12" BITUMINOUSEXPANSIONJOINT, SEEENLARGEMENTSASTM C 150 TYPE IICONCRETE, 4000 PSI34" MINUS CRUSHEDBASE COURSESUBGRADESTANDARD CONCRETE TREATMENTEXPANSION JOINTENLARGEMENTGRAY ELASTOMERICEXPANSION JOINTFILLEREXPANSION JOINTMATERIAL W/REMOVABLESTRIP FOR FILLER12"CONCRETEEXPANSIONJOINT ORCONTRACTIONJOINTLIGHT BROOMFINISHBOND BREAK4000 PSICONCRETE4" DEPTH OF1 12" MINUS BASECOURSE, COMPACTED.NOTE:1.2% CROSS SLOPE UNLESS OTHERWISE SPECIFIED.2.EXPANSION JOINTS EVERY 25'3.CONTRACTION JOINTS EVERY 5' (1" DEEP).4"
4"VARIESFILL4:1 MAXCUT4:1 MAXFILL4:1 MAXCUT4:1 MAX2% SLOPE1'1'4:1
SLOPE4:1 SLOPE2'14"PAVER AS NOTEDSAKRETEPOLYMERIC JOINTSAND34" AGGREGATE BASECOURSEMETAL EDGERESTRAINTSUBGRADE8"1"SEE PLANSTAKENOTE:1.PAVER TO BE DETERMINED.2.PATTERN TO BE DETERMINED.3.INSTALL AS PER MANUFACTURER'S SPECIFICATIONS.FILL4:1 MAXCUT4:1 MAXFILL4:1 MAXCUT4:1 MAXSHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
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DRAWINGS02-22-2019MSUIC2019EVEGROAD AND PATH CROSS SECTIONSC4003C40027th STREET NOT TO SCALE2C400NOT USED NOT TO SCALE1C400W. TECHNOLOGY BLVDSTA: 10+00 - 27+30.00 NOT TO SCALENOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.4C400W. TECHNOLOGY BLVD BRIDGESTA: 10+00 - 22+30.00 NOT TO SCALE5C400CONCRETE SIDEWALKCROSS SECTION NOT TO SCALE6C400 CONCRETE PATHCROSS SECTION NOT TO SCALE7C400SWALECROSS SECTION NOT TO SCALESEE DETAIL1/C401 FOR ASPHALT PAVEMENT.SEE DETAIL1/C401 FOR ASPHALT PAVEMENT.SEE DETAIL1/C401 FOR ASPHALT PAVEMENT.PHASE 2 - NOT PART OF THIS APPLICATION8C400 CONCRETE PAVER PATHCROSS SECTION NOT TO SCALERECORD DRAWINGFEBRUARY, 2019
NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
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BOZEMAN, MT
RECORD
DRAWINGS02-22-2019MSUIC20191C401ASPHALT PAVEMENT - STANDARDCROSS SECTION NOT TO SCALEASPHALT PLANT MIX1 1/2" MINUSCRUSHED BASE COURSESCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR12"3"NOTES:1. SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY.2. IF SUBGRADE IS OVER 5% OF OPTIMUM MOISTURE, CONTACT ENGINEER.1. 2% CROSS SLOPE (1/8"/FT) UNLESS OTHERWISE SPECIFIED.2. EXPANSION JOINTS EVERY 25'.NOTES:3. CONTRACTION JOINTS EVERY 5' (1" DEEP).4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR4"4"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR2C4014" CONCRETE SIDEWALKCROSS SECTION NOT TO SCALE3C401CATCH CURB DETAILBOZEMAN STD DWG #02528-1 NOT TO SCALE6"MIN.24"R4"R3"FINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIP12"NOTE: CITY OF BOZEMAN STANDARD DRAWING # 02528-17.5"3/4" TO 1' SLOPE24"2.0% SLOPE2.0% SLOPE2:1 MAX CUT2:1
MAX
F
ILLCRUSHED GRAVELBASE - 3" MIN.SEE LANDSCAPEPLANS FOR BACKFILL9"NOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO GEOTECHNICAL REPORT BY HKM DOWL, DATED FEBRUARY 2009.2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF1/8".3. 1/2" 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 ENGINEER OR HIS REPRESENTATIVE.5. CONCRETE SHALL BE CLASS M-4000.6. CRUSHED GRAVEL BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPW SPECS, 2003 ED.). FOR CURB AND GUTTERREPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.12"MIN.4"6"SLOPING, BENCHING ORSUPPORT SYSTEMS IN THISAREA TO CONFORMTO O.S.H.A. REGULATIONS*VERTICAL TRENCH WALLS WITHSHORING TO CONFORM TOO.S.H.A. REGULATIONS*SUBGRADE ORGROUND SURFACE12"MIN.EXISTING STREETSURFACEBACKSLOPE ASSPECIFIED TOCONFORM TOO.S.H.A.REGULATIONS*SELECT TYPE 1 BEDDING MATERIALPLACED IN 6" LAYERS & COMPACTEDAS SPECIFIED IN SECTION 02221SELECT TYPE 1 PIPE BEDDINGPLACED IN 6" MAX. LAYERS &COMPACTED THOROUGHLYSELECT TYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT OR UNSTABLEFOUNDATIONINSTALL DETECTABLE WARNING TAPE 18"MAX. DEPTHTRENCH WIDTH=O.D. OF PIPE PLUS 2'MIN. TRENCH WIDTH = 3.50'TYPE "A", "B" OR "C"TRENCH BACKFILLNOTE:1. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUTALONG 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 OF CURB ANDGUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCHAND EDGE OF PAVEMENT.2. SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCHMATERIALS AND/OR OTHER TRENCH DESIGN FEATURES3. SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION5C401UTILITY TRENCH DETAILMPWSS STD DWG #02221-1 NOT TO SCALE9C401ASPHALT T-TOP SECTION NOT TO SCALESCARIFY NATIVEMATERIAL TO 8" DEPTHAND COMPACTTO 95% STANDARDPROCTOR12" OF 1-1/2" MINUS GRAVEL3" ASPHALT PLANT MIX12" MIN12" MINIMUM MUSTBE RE-PAVED FROMEDGE OF TRENCH4C401PEDESTRIAN RAMP NOT TO SCALEGEOTEXTILE FABRICTRUNCATED DOMESCAST IN PLACE PANEL1:12MAX5'6' MIN12'6 MIN'1'TYP.1:12MAXDROP CURB6/C401CATCH CURB.SEE 3/C401.TRUNCATED DOMESCAST IN PLACE PANELDROP CURB FORPEDESTRIAN RAMPSEE 6/C401.SIDEWALKSIDEWALK7C40112' SIDEWALK CURB RAMP NOT TO SCALE5'2% MAXANY DIRECTIONLANDINGNOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO SECTION 02230 (M.P.W. SPECS., 1996 ED.)2. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF 3/4" ANDMINIMUM WIDTH OF 1/8".3. 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL P.C.s, P.T.s, CURB RETURNS AND AT NOT MORETHAN 300' INTERVALS. THE EXPANSION MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB ANDGUTTER.4. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE 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.). FORCURB AND GUTTER REPLACEMENT PROJECTS, WASHED ROCK MAY BE USED FOR THE GRAVEL BASE.6C401DROP CURB FOR PEDESTRIAN RAMPCITY OF BOZEMAN STANDARD DRAWING # 02528-1 NOT TO SCALE6"MIN.24"7.5"3/4" TO 1' SLOPECRUSHED GRAVELBASE - 3" MIN.9"9.5"3/4"FINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIP4" THICK SIDEWALKDROP CURB FORPEDESTRIAN RAMPSEE 6/C401.DROP CURB FORPEDESTRIAN RAMPSEE 6/C401.TRUNCATED DOMESCAST IN PLACE PANELTRUNCATED DOMESCAST IN PLACE PANEL1:12MAX1:12MAXSIDEWALKSIDEWALK8C401CORNER PEDESTRIAN RAMP NOT TO SCALE5'5'6' MIN.6' MIN.1' TYP.1'TYP.4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR10C401REINFORCED CONCRETE NOT TO SCALE8"1. 2% CROSS SLOPE (1/8"/FT) UNLESS OTHERWISE SPECIFIED.2. EXPANSION JOINTS EVERY 25'.NOTES:3. CONTRACTION JOINTS EVERY 5' (1" DEEP).#4 @ 12" O.C.EACH WAYREINFORCED CONCRETE,SEE DETAIL 10/C401.11C401VERTICAL CURB NOT TO SCALE1.5'1.5'7"ASPHALT PAVINGSURFACE3'ASPHALT PAVING SURFACETO BE 1/8" ABOVEEDGE OF GUTTER3"6"6" CRUSHEDBASECOURSE#4 BAR CONT.12" ON CENTERBOTH WAYS12C401VALLEY GUTTER DETAIL NOT TO SCALEAASECTION A-APROFILETOP OFBANKFINISHGRADEEXISTINGSLOPEEXISTING CREEKBOTTOMOF SLOPEFLOWABLEFILLEXISTING CREEK BED4" MINUS PIT-RUN2'PROPOSED 8"WATER MAIN2" POLYSTYRENE12"TYP.12"FLOWABLE FILLWITH FOAMINGAGENT.PROPOSED 8"WATER MAIN13C401FLOWABLE FILL NOT TO SCALE1:12% MAX SLOPE4" CONCRETESIDEWALK,SEE DETAIL.CONCRETE12"6"VARIES6" MAXTAPERTO MATCHREFER TO DETAIL9/C401R 0.5"#4 BAR - 2" CLEARFROM TOP ANDBOTTOM EDGELANDSCAPE AREABACKFILL WITHTOP SOIL WHEREAPPROPRIATE4" CONCRETESIDEWALK.SEE DETAIL.CURB BEYONDSIDEWALK.SEE PLAN.1:12% MAX SLOPEREINFORCEDCONCRETE.SEE DETAIL.CURB BEYONDREINFORCEDCONCRETE.SEE DETAIL.AAAASECTION A-ASECTION A-ASECTION A-A1:12% MAX SLOPE4" CONCRETESIDEWALK.SEE DETAIL.CURB BEYONDSIDEWALK.SEE PLAN.AAEVEGCIVILDETAILSC401GRAVEL BASE COURSESCARIFIED SUBGRADENOTES:1. INSTALL AS PER MDOT STANDARDS SECTION2. INSTALL AT ALL ASPHALT EDGES ADJACENT TO LANDSCAPING.@ DRIVE ACCESS2% SLOPESEEDEDFINISH GRADE2% SLOPESLOPE PERPLANTOP SOILFILL/ NATIVESOILSGEOGRIDSEE ASPHALT
PAVEMENT DETAIL
ASPHALT PAVEMENT24"6"14C401ASPHALT PAVEMENT EDGE NOT TO SCALERECORD DRAWINGFEBRUARY, 2019
NOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
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DRAWINGS02-22-2019MSUIC20191C402SANITARY SEWER AND STORM DRAIN MANHOLECITY OF BOZEMAN STANDARD DRAWING # 02720-3 NOT TO SCALE2C402COMBINATION MANHOLE AND CURB INLETCITY OF BOZEMAN STANDARD DRAWING # 02720-1B NOT TO SCALE3C402SIGN INSTALLATION STANDARDSCITY OF BOZEMAN STANDARD DRAWING # 09810-1 NOT TO SCALE5C402TYPICAL VALVE/TEE RESTRAINTCITY OF BOZEMAN STANDARD DRAWING #02660-10 NOT TO SCALE4C402SANITARY SEWER SERVICE LINECITY OF BOZEMAN STANDARD DRAWING # 02730-2 NOT TO SCALE6C402FIRE HYDRANTCITY OF BOZEMAN STANDARD DRAWING #02660-4 NOT TO SCALE7C402THRUST BLOCKING FOR WATER MAIN FITTINGSCITY OF BOZEMAN STANDARD DRAWING #02660-1 NOT TO SCALE8C402STANDARD FILLETCITY OF BOZEMAN STANDARD DRAWING #02529-2 NOT TO SCALEEVEGCIVILDETAILSC402RECORD DRAWINGFEBRUARY, 2019
NOOUTLETTechnologyBlvd WTechnologyBlvd SNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.SHEETALL RIGHTS RESERVEDCHECKED BY:CTA #DATE:DRAWN BY:CTA INC.®REVISIONS
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DRAWINGS02-22-2019MSUIC20191C403STORM DRAIN INLETCITY OF BOZEMAN STANDARD DRAWING # 02720-1A NOT TO SCALEEVEGCIVILDETAILSC4032C403TYPICAL BLOWOFFCITY OF BOZEMAN STANDARD DRAWING # 02660-7 NOT TO SCALE3C403STREET SIGN AND WARNING SIGN CITY OF BOZEMAN STANDARD DRAWING # 09810-1 NOT TO SCALEMUTCD 30" W14-2"NO OUTLET" SIGN.MUTCD D-3 SIGN. SEEBOZEMAN MODIFICATIONSTO MPWSS SECTION 09810.REFER TO CITY OF BOZEMANMODIFICATIONS TO MPWSSSECTION 09810 FOR POST ANDFOUNDATION SPECIFICATIONSAND MOUNTING PROCEDURES.RECORD DRAWINGFEBRUARY, 2019