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Bozeman Gateway Sub, Ph 4 Infrastructure (Technology Blvd)
QUALITY ASSURANCEPROJECT MANAGEROFFICE QUALITY ASSURANCE COORDINATORPEER REVIEWERQ.A. APPROVAL DATEQ.A. PROJECT NUMBERengineers surveyors planners scientistsMorrisonMaierleMMI PROJECT NO.6558.002.04APPROVED BY:JAMES A. ULLMANProject ManagerDILLONDEERLODGEPOLSONANACONDAHAMILTONMILES CITYGLENDIVEGLASGOWHAVREBILLINGSHELENABUTTEGREAT FALLSBOZEMANLIVINGSTONLEWISTOWNKALISPELLMISSOULALIBBYCONRADPROJECTLOCATIONBOZEMANHUFFINE LANECOTTONWOOD RD DURSTON RD19TH AVE MAIN STJAMES A. ULLMAN6558.002.04VICINITY MAPNO SCALEREGIONAL MAP - (Not to Scale)PROJECT SITEN:\6558\002.04\ACAD\SHEETS\0 COVER.DWG PLOTTED BY:CELINE SAUCIER ON Jun/20/2022VERIFY COLOR!THIS SHEET IS INTENDED TOBE IN COLOR. RED, GREENAND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY.©This document was prepared byMorrison-Maierle, Inc. and may containconfidential or privileged information.Morrison-Maierle, Inc. retains all commonlaw, statutory, and reserved rights includingthe copyright thereto. Unauthorized use ofthis document or changes are strictlyprohibited and may be unlawful.engineers surveyors planners scientistsMorrisonMaierleJUNE 2022BOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTUREINFRASTRUCTURE DRAWINGS FORBOZEMAN,MONTANA2880 Technology Blvd West, Bozeman, MT 59718Phone: 406.587.0721 | Fax: 406.922.6702PREPARED BY:SHEET INDEXSHT. No.DWG. No.TITLE0 COVER1G-1GENERAL NOTES, LEGENDS, & ABBREVIATIONS2SS-1SEWER PROFILE STA 6+70 TO 15+503W-1WATER PROFILE STA 6+70 TO 15+504R-1ROAD & STORM PROFILE STA 6+70 TO 15+505D-1STANDARD CROSS SECTION DETAILS6D-2WATER DETAILS7D-3STORM SEWER, SEWER AND CURB & GUTTER DETAILSKnow what'sbelow.before you dig.CallRJAMES A. ULLMANJAMES R. NICKELSON HYDLEGENDEXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SANITARY SEWER MANHOLEEXISTING STORM DRAIN FACILITIESEXISTING FIBER/TELEPHONE FACILITIESEXISTING ELECTRICAL FACILITIESEXISTING GAS FACILITIESEXISTING TRAFFIC SIGNEXISTING WELLEXISTING CMP CULVERTEXISTING RCP CULVERTESDEXISTING STORM SEWER MAINESEXISTING SAN SEWER MAINESSEXISTING SAN SEWER SERVICEFEXISTING FIBER OPTICEXISTING UNDERGROUND POWERBPBPEXISTING UNDERGROUND TELEPHONECCEXISTING UNDERGROUND CABLEGGEXISTING GAS LINEEXISTING OVERHEAD POWEROHTOHTEXISTING OVERHEAD TELEPHONEPPEXISTING PETROLEUM LINEEWEXISTING WATER MAINEWSEXISTING WATER SERVICESDSDRDRDPROPOSED STORM DRAIN INLETPROPOSED STORM DRAIN MANHOLEPROPOSED STORM DRAINPROPOSED ROOF DRAINPROPOSED SAN SEWER CLEANOUTSWSWSUTILUTILPROPOSED GRAVITY SAN SEWER SERVICEPROPOSED DOMESTIC WATER SERVICEPROPOSED UTILITY CONDUITSSSSEXISTING BUILDINGEXISTING BUILDING ROOFEXISTING CONCRETEEXISTING CURB FACEEXISTING CURB FLOWLINEEXISTING TOP BACK OF CURBEXISTING PARKING STRIPEEXISTING ASPHALTEXISTING GRAVEL EDGEEXISTING SIDEWALKPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURB FLOWLINEPROPOSED TOP BACK OF CURBPROPOSED PARKING STRIPEPROPOSED ASPHALTPROPOSED GRAVEL EDGEPROPOSED SIDEWALKGRAPHICAL SIDEWALK JOINTPROPOSED ASPHALT GRADE BREAKEXISTING MAJOR CONTOUREXISTING MINOR CONTOUR46544653.50PROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR46564655.50PERFPERFPROPOSED PERFORATED DRAIN PIPEIRRIGIRRIGPROPOSED IRRIGATION SLEEVEPROPOSED PRESSURIZED SAN SEWER SERVICESS FMSS FMFIREFIREPROPOSED FIRE SERVICEBTBTPROPOSED UTILITY CONDUITPROPOSED SEWER MAINPROPOSED WATER MAINCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\6558\002.04\ACAD\SHEETS\G-1 GENERAL NOTES.DWG PLOTTED BY:CELINE SAUCIER ON Jun/04/20242024REVISIONSengineers surveyors planners scientistsMorrisonMaierleDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:ENGINEER:P.E. NO.:DATE:RECORD DRAWING NOTETHIS 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.2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702BOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTUREBOZEMANMONTANAGENERAL NOTES, LEGENDS, & ABBREVIATIONS6558.002.041G-1CSCSJAU06-20-2022PROFESSIONALENGINEERPENUMBERPEDATERECORD DRAWING ABDNABANDONACASPHALTIC CONCRETE, ALUMINUM CAPADAAMERICANS WITH DISABILITIES ACTADDLADDITIONALADJADJACENT, ADJUSTAFFABOVE FINISHED FLOORALTALTERNATEAPPROXAPPROXIMATEARCHARCHITECTURE, ARCHITECTURALARCPARCHED REINFORCED CONCRETE PIPEASPHASPHALTAVGAVERAGEBCBUILDING CORNERBFFBELOW FINISHED FLOORBHBOREHOLEBLDGBUILDINGBLKBLOCKBMBENCHMARKBRGBEARINGBWBOTTOM OF WALLCHKCHECKCICAST IRONCIPCCAST IN-PLACE CONCRETECIRCCIRCULARCLCENTERLINECMPCORRUGATED METAL PIPECMUCONCRETE MASONRY UNITSCOCLEANOUTCOBCITY OF BOZEMANCOMBCOMBINATIONCONCCONCRETECONNCONNECT, CONNECTIONCOORDCOORDINATECPCONTROL POINTCPPCORRUGATED PLASTIC PIPECSPCORRUGATED STEEL PIPECTRCENTERCUCUBICCU FT, CFCUBIC FEETCU INCUBIC INCHCULVCULVERTCU YDCUBIC YARDD & LD&L FOUNDRY AND SUPPLYDBLDOUBLEDIDUCTILE IRON, DRAIN INLETDIA, ØDIAMETERDIMDIMENSIONDIRDIRECTIONDTLDETAILDWGDRAWINGEEASTEAEACH, EDGE OF ASPHALTECEDGE OF CONCRETEEGEDGE OF GRAVEL, EXISTING GROUNDEJIWEAST JORDAN IRON WORKSEL, ELEVELEVATIONELECELECTRIC, ELECTRICALENGRENGINEEREPEDGE OF PAVEMENTEXCEXCAVATEEXEXISTINGEXTEXTERIORFDFLOOR DRAINFDNFOUNDATIONFESFLARED END SECTIONFETFLARED END TERMINALFFFINISHED FLOORFGFINISHED GRADEFHYDFIRE HYDRANTFLFLOWLINEFLRFLOORFTFOOT, FEETFTGFOOTINGGAGAGE, GAUGEGALGALLONGBGRADE BREAKGFAGROSS FLOOR AREAGNDGROUNDGSPGALVANIZED STEEL PIPEGVLGRAVELHCHANDICAPHDPEHIGH DENSITY POLYETHYLENEHORIZHORIZONTALHPHIGH POINTHTHEIGHTHWYHIGHWAYHYDHYDRANTIDINSIDE DIAMETERIEINVERT ELEVATIONININCHINSULINSULATEINTINTERIORINVINVERTLATLATITUDELFLINEAR FEETLONGLONGITUDE, LONGITUDINALLTLEFTLVLLEVELMATLMATERIALMAXMAXIMUMMDTMONTANA DEPARTMENT OFTRANSPORTATIONMECHMECHANICALMFDMANUFACTUREDMFRMANUFACTURERMHMANHOLEMINMINIMUMMISCMISCELLANEOUSNNORTHNENORTHEASTNICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALENWNORTHWESTOCON CENTERODOUTSIDE DIAMETEROHPOVERHEAD POWERPCPOINT OF CURVEPIPOINT OF INTERSECTIONPLPROPERTY LINEPRELIMPRELIMINARYPROPPROPERTYPTPOINT, POINT OF TANGENCYPVCPOLYVINYL CHLORIDEPVMTPAVEMENTRACETROAD APPROACH CULVERT ENDTERMINALR, RADRADIUSRCREINFORCED CONCRETERCPREINFORCED CONCRETE PIPERDROAD, ROOF DRAINREFREFERENCEREQDREQUIREDRTRIGHTR/WRIGHT-OF-WAYSSOUTHSANSANITARYSCHSCHEDULESDSTORM DRAINSESOUTHEASTSECSECTIONSPECSPECIFICATIONSQSQUARESQ FT, SFSQUARE FOOTSQ INSQUARE INCHSTASTATIONSSSANITARY SEWERSTDSTANDARDSVCSERVICESWSIDEWALK, SOUTHWESTTBTHRUST BLOCKTBCTOP BACK OF CURBTEMPTEMPORARY, TEMPERATURETOCTOP OF CONCRETETRANSTRANSITIONTWTOP OF WALLTYPTYPICALUGUNDERGROUNDUTILUTILITYVERTVERTICALVOLVOLUMEVPDVEHICLES PER DAYWWESTW/WITHW/OWITHOUTWLWATERLINETRWATERWSELWATER SURFACE ELEVATIONWVWATER VALVEXFMRTRANSFORMERYDYARDNOTE:FOR ABBREVIATIONS NOT LISTED, CONTACT THEENGINEER.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 FACILITIESARE 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, INCLUDING ADDENDA; 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 SHALLPROVIDE 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 THEOWNER. 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 THECONTRACTOR AND THAT NO CLAIM SHALL BE MADE AGAINST THE OWNER BY REASON OF ANY ACT OF AN EMPLOYEE OR TRESPASSER.4.CONTRACTOR SHALL VERIFY LINE AND GRADE OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTIONPRIOR 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 CORNERSDISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR (PLS) REGISTERED IN THE STATE OF MONTANA.6.A PRE-CONSTRUCTION MEETING (AS REQUIRED) SHALL BE HELD WITH THE GENERAL CONTRACTOR, SITE SUBCONTRACTOR,CITY OF BOZEMAN, OWNER, AND MORRISON-MAIERLE, INC. PRIORTO 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 OFSPECIFIC INSPECTION NEEDS DURING THE COURSE OF THE WORK. ALL WORK SHALL BE PERFORMED DURING NORMAL WORKING HOURS AND SUBJECT TO THE AVAILABILITY OF ANINSPECTOR AND APPROVED BY THE ENGINEER. THE CONTRACTOR WILL BE BILLED FOR SAID INSPECTION SERVICES AS PROVIDED IN THE MOST RECENTLY ADOPTED FEES FOR SUCHSERVICES.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 INACCORDANCE 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 ANDMAKE SURE STREETS AND WALKWAYS ARE CLEANED AT THE END OF EACH WORKING DAY. CONTRACTOR SHALL REMOVE ALL CONCRETE WASTE FROM PROJECT SITE RESULTING FROMCURBS, SIDEWALKS AND OTHER INSTALLATIONS.12.CONSTRUCTION WORK ZONE TRAFFIC SIGNS SHALL BE FURNISHED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE REGULATORY AGENCIESHAVING JURISDICTION. A TRAFFIC CONTROL PLAN, PREPARED BY THE CONTRACTOR, MAY BE REQUIRED BY THE CITY OR STATE. "CONSTRUCTION AHEAD" WARNING SIGNS ARE TO TO BEINSTALLED ALONG ADJACENT ROADS OR DRIVEWAYS. FLASHERS WITH CAUTION TAPE ARE TO BE INSTALLED WHERE ANY CONSTRUCTION ACTIVITY CROSSES A SIDEWALK OR PEDESTRIANPATH 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 ORENGINEER. DEEPER STRIPPING WHERE REQUIRED TO REMOVE WEAK SOILS OR ACCUMULATIONS OR ORGANIC MATTER, SHALL BE PERFORMED WHEN DETERMINED BY THE ENGINEER OROWNER'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 FORCOMPACTION, 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/ORENGINEER.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 THEMPWSS; AND/OR THE GEOTECHNICAL INVESTIGATION.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 AGGREGATEINTERLOCK FOR SPECIFIED MINIMUM DEPTH.23.GRADE ELEVATIONS INDICATED BY "XX.XX" ON PLANS ARE +4800' TO PROJECT DATUM. THE HORIZONTAL DATUM = ROCKY MOUNTAIN TRIBAL CRS 2011: BOBCAT INTERNATIONAL FEET,VERTICAL DATUM = NAVD 8824.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 LOCALGOVERNING AGENCY AS APPROPRIATE FOR THE CONTROL OF STORM WATER RUNOFF. IF THERE IS NOT AN APPROVED PERMIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGTHE 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%.28.CONTRACTOR SHALL TACK ALL JOINTS AND AND BETWEEN ASPHALT LIFTS PRIOR TO PAVING.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 UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TOLOCATE 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 LOCATIONSHALL 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 ORSTRUCTURE 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 BEFOREDIGGING.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 OFMINIMUM COVER CANNOT BE OBTAINED, INSULATION OF BURIED WATER PIPING SHALL 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.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED, AS WELL AS THE COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING.11.ALL GRAVITY SANITARY SEWER PIPING SHALL BE SDR 35 PVC IN ACCORDANCE WITH ASTM D 3034, UNLESS OTHERWISE NOTED.12.FIRE SERVICE PIPE MATERIAL SHALL BE CLASS 51 DUCTILE IRON MEETING AWWA C151.13.DOMESTIC WATER SERVICE PIPE MATERIAL SHALL BE TYPE "K" COPPER FOR SERVICES LESS THAN 4" AND CLASS 51 DUCTILE IRON MEETING AWWA C151 FOR SERVICES GREATER THAN 4" ,UNLESS OTHERWISE NOTED.14.DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.15.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. THEDISPLAYED PIPE LINEAL FEET REFLECTS THE DISTANCE FROM CENTER-OF-MANHOLE TO CENTER-OF-MANHOLE ON ALL GRAVITY PIPING.16.LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.17.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 THESAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.18.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, ANDPLUGS, SHALL BE THRUST BLOCKED IN CONFORMANCE WITH MPWSS, CITY OF BOZEMAN MODIFICATIONS TO THE MPWSS, OR MUST HAVE MECHANICALLY RESTRAINED JOINTS WHEREINDICATED ON THE PLANS.19.ALL VALVES SHALL BE INSTALLED WITH THRUST BLOCKING AND VALVE BOXES IN ACCORDANCE WITH MPWSS AND CITY OF BOZEMAN STANDARDS.20.VALVE BOXES ARE REQUIRED FOR ALL VALVES IN A BURIED SERVICE.22.THE CONTRACTOR SHALL ADJUST ALL NEW AND EXISTING VALVE BOXES, CURB BOXES, AND MANHOLES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES ORMANHOLES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR OR ANY SUBCONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. THIS WORK SHALL BEINCIDENTAL TO THE PROJECT. SEPARATE PAYMENT WILL NOT BE MADE.23.THE CONTRACTOR SHALL NOTIFY THE CITY OF BOZEMAN WATER DEPARTMENT 24 HOURS PRIOR TO BEGINNING ANY WORK.DETAIL AND SECTION DESIGNATIONA-X-XSECTION (LETTER) ORDETAIL (NUMERAL)DESIGNATIONDRAWING NUMBER(OR SAME DRAWING)ON DRAWING WHERE SECTIONOR DETAIL IS TAKEN:DRAWING NUMBERWHERE SHOWNON DRAWING WHERE SECTIONOR DETAIL IS SHOWN:DRAWING NUMBER(S)WHERE TAKENKnow what'sbelow.before you dig.CallREngineer's Estimated QuantitiesPhase 4 Technology Blvd Improvements - 2021PreparedFor:QuadrantCommunities, LLCITEMNUMBERESTIMATEDQUANTITYUNITDESCRIPTIONUNIT PRICETOTALPRICEBID ITEMSGeneral Items1011LSMobilization/Demobilization $ -1021LSTaxes, Bonds, and Insurance $ -Technology Blvd - Road103740TonHot Plant Mix Asphalt (3" Thick) $ -1041,003CY1-1/2" Minus Crushed Base Course (6" Thick) $ -1053,007CY6" Minus Pit-Run Gravel (18" Thick) $ -1065GLStriping - White Epoxy Paint $ -1076,014SYGeotextile Fabric $ -1084,000CYFill $ -1091,640LF4' WideValley Gutter $ -Technology Blvd - Curb, Gutter, Sidewalk1101,640LFConcrete Curb and Gutter $ -1118EAConcrete Pedestrian Ramps $ -1121,779SFPedestrian Crossings $ -Technology Blvd - Sewer113620LF8" SDR 35 PVC Gravity Sewer Main $ -1145EA4ft Dia. Precast Eccentric Manhole (5' in Height) $ -11524VFAdditional Depth Manhole $ -1167EA6" Sanitary Sewer Service $ -Technology Blvd - Water117818LF8" Class 51 DIP AWWA C151 Water Main $ -1184EA8" Gate Valve $ -1195EA8"x6" Tee $ -1202EA8"x4" Tee $ -1214EA8" 45 degree vertical bend $ -1222EAFire Hydrant Assembly $ -1232EA6" Fire Service Line $ -1242EA4" Water Service Line $ -1255EA2" Water Service Line $ -1261EA1" Blowoff $ -Technology Blvd - Storm1273EACurb Inlet $ -12831LF12" PVC (A-2000) $ -129385LF15" PVC (A-2000) $ -Total - W W W W W WWWWWSS SS SSSSSSSSSSWWWWWWSSSSSSSSSS W W W W W W W W W W W W W W W W W W W W W W W WSSSSSSSSSSN16°16'45"E 151.55'N9°04'08"E 67.20'R=230.00' L=28.94' Δ=7°12'37"S11°48'20"E 220.83' 29.08' S75°49 ' 0 2 " E 9 2 . 1 5 ' R=470.00'L=80.48'Δ=9°48'38" S66 ° 0 0 ' 2 4 " E 1 7 8 . 9 0 ' R=1130.00'L=351.00'Δ=17°47'49" R=1130.00' L=107.45' Δ=5°26'54" R=1070.00' L=120.00' Δ=6°25'33"S6°42'13"W38.03'N14°59'31"W146.30'S15°44'14"W 30.61' N89°49'43"E 70.56' SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD SD SD SDSSSSSS6+007+008+009+0010+0011+0012+0013+0014+0015+004848 4849 4850 4851 4852 4853 48534854 48 5 6 4853 4852 4851 4849 4850 4825 4830 4840 4850 4860 4870 FG-EG-4848.466+70 FG-4848.13EG-4848.137+00 FG-4848.66EG-4847.41FG-4849.59EG-4845.038+00 FG-4850.14EG-4846.83FG-4850.71EG-4850.839+00 FG-4851.27EG-4851.08FG-4851.82EG-4851.5010+00 FG-4852.38EG-4852.10FG-4852.90EG-4852.3711+00 FG-4853.47EG-4851.78FG-4854.02EG-4849.5212+00 FG-4854.48EG-4849.36FG-4854.86EG-4849.2313+00 FG-4855.23EG-4849.70FG-4855.61EG-4850.7414+00 FG-4855.99EG-4854.61FG-4855.87EG-4855.2815+00SSMH 5STA 13+40.68RIM ELEV=4855.18EX 48" SSMH STA 6+76.81 RIM ELEV=4848.65 INV IN (E) = 4839.69 INV IN (S) = 4839.69 INV OUT (W) = 4839.49 44.42 LF 8" PVC @ 0.70% SSMH 1 STA 7+21.17 RIM ELEV=4848.11 INV IN (E) = 4840.19 INV OUT (W) = 4839.99 175.03 LF 8" PVC @ 0.59%SSMH 2STA 8+96.63RIM ELEV=4850.68INV IN (SE) = 4841.40INV IN (S) = 4841.40INV OUT (W) = 4841.20169.65 LF 8" PVC @ 0.80%SSMH 3STA 10+66.28RIM ELEV=4852.55INV IN (E) = 4842.93INV OUT (NW) = 4842.73SSMH 4STA 12+09.40RIM ELEV=4854.13INV IN (E) = 4844.24INV IN (S) = 4844.24INV OUT (W) = 4844.04INV OUT (W) = 4845.26143.02 LF 8" PVC @ 0.80% 131.20 LF 8" PVC @ 0.80% 1.5' MIN SEPARATION 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 36 6 12 1530 30 60 PROPOSED GRADE EXISTING GRADE GENERAL NOTES 1. INSTALL SANITARY SEWER SERVICE LINE PER C.O.B. STD. DWG. NO. 02730-2 FOR THE SEWER SERVICE SSMH 1 TEC H N O L O G Y B L V D PROPOSED 6" SANITARY SEWER SERVICE SSMH 2 SSMH 4 SSMH 5 EX 1 SSMH COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\6558\002.04\ACAD\SHEETS\SS-1 TECHNOLOGY BLVD.DWG PLOTTED BY:CELINE SAUCIER ON Jun/20/2022 2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTURE BOZEMAN MONTANA TECHNOLOGY BLVD. SEWER PROFILE STA 6+70 TO 15+50 6558.002.04 2 SS-1 CS CS JAU 06-20-2022 SSMH 3 STA: 10+96.34 STORM SEWER CROSSING INV: 4847.94 STA: 12+35.31 NEW 6" SANITARY SEWER SERVICE INV: 4844.5 PROPOSED 6" SANITARY SEWER SERVICE STA: 8+10.50 NEW 6" SANITARY SEWER SERVICE INV: 4840.72 STA: 7+48.17 NEW 6" SANITARY SEWER SERVICE INV: 4840.34 STA: 9+67.27 NEW 6" SANITARY SEWER SERVICE INV: 4841.97 STA: 11+30.51 NEW 6" SANITARY SEWER SERVICE INV: 4843.24 OFFSET = -40' INV = 4841.68'OFFSET = -40' INV = 4841.80' OFFSET = -40' INV = 4843.16' OFFSET = -40' INV = 4844.71' OFFSET = -40' INV = 4845.54' OFFSET = +35' INV = 4841.67' OFFSET = +35' INV = 4844.60' INV IN (E) = 4840.23 INV OUT (W)= 4840.03 INV = 4840.83 INV = 4841.41 STA : 8+05.00 INV = 4842.36 INV = 4843.93 INV = 4844.95 INV IN (SE) = 4841.35INV IN (S) = 4841.35INV OUT (W) = 4841.15INV IN (E) = 4842.88INV OUT (NW) = 4842.68INV OUT (W) = 4844.02INV IN (S) = 4844.22INV IN (E) = 4844.22INV OUT (W) = 4845.25RECORD DRAWING W W W W W WWWWW WWWWWW W W W W W W W W W W W W W W W W W W W W W W WN16°16'45"E 151.55'N9°04'08"E 67.20'R=230.00' L=28.94' Δ=7°12'37"S11°48'20"E 220.83' 29.08' S75°4 9 ' 0 2 " E 9 2 . 1 5 ' R=470.00'L=80.48'Δ=9°48'38" S66 ° 0 0 ' 2 4 " E 1 7 8 . 9 0 ' R=1130.00'L=351.00'Δ=17°47'49" R=113 0.00' L=107.45 ' Δ=5°26'54" R=1070.00' L=120.00' Δ=6°25'33"S6°42'13"W38.03'N14°59'31"W146.30'S15°44'14"W 30.61' N89°49'43"E 70.56' SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD SD SD SDSSSSSSSSSSSSSSSSSTAIR-2STAIR-2STAIR-2STAIR-2ENTRY7+008+009+0010+0011+0012+0013+0014+0015+0016+004852 4851 4849 4854 4856 48534853 4850 4849 STA 7+15.6 - 11.0' LT EX 8X6 TEE AND FH ASS'Y STA 8+65.9 - 10.9' LT NEW 8X6 TEE STA 8+67.9 - 11.0' LT NEW 8X4 TEE STA 10+62.5 - 11.2' LT NEW 8X6 TEE FH ASS'Y 9.84' LT STA 13+06.4 - 12.5' LT NEW 8X4 TEE STA 13+04.4 - 12.6' LT NEW 8X6 TEE STA 14+17.2 - 11.0' LT NEW 8X6 TEE STA 14+54.7 - 10.9' LT NEW 45 DEG VERT BEND STA 14+57.9 - 10.9' LT NEW 45 DEG VERT BEND STA 14+85.5 - 11.0' LT NEW 45 DEG VERT BEND STA 14+89.5 - 11.0' LT NEW 45 DEG VERT BEND EX 8" GATE VALVE STA 7+05.94 OFFSET -11.00 NEW 8" GATE VALVE STA 14+12.16 OFFSET -11.00 REMOVE EXISTING END CAP AND BLOW OFF INSTALL NEW 8" GATE VALVE STA 15+23.55 OFFSET -11.00 NEW 8" GATE VALVE STA 7+17.12 OFFSET -11.00 NEW 8" GATE VALVE STA 10+57.47 OFFSET -11.16 STA 11+92.3 - 12.0' LT NEW 8X6 TEE STA 11+94.4 - 11.9' LT NEW 8X4 TEE STA 9+19.7 - 11.2' LT NEW 8x4 TEE STA 9+21.7 - 11.2' LT NEW 8" X 6" TEE 4825 4830 4840 4850 4860 4870 4825 4830 4840 4850 4860 4870 FG-EG-4848.466+70 FG-4848.13EG-4848.137+00 FG-4848.66EG-4847.41FG-4849.59EG-4845.038+00 FG-4850.14EG-4846.83FG-4850.71EG-4850.839+00 FG-4851.27EG-4851.08FG-4851.82EG-4851.5010+00 FG-4852.38EG-4852.10FG-4852.90EG-4852.3711+00 FG-4853.47EG-4851.78FG-4854.02EG-4849.5212+00 FG-4854.48EG-4849.36FG-4854.86EG-4849.2313+00 FG-4855.23EG-4849.70FG-4855.61EG-4850.7414+00 FG-4855.99EG-4854.61FG-4855.87EG-4855.2815+00 FG-EG-4855.5915+50 STA 7+15.64 EX 8X6 TEE INV ≈ 4840.44 STA 8+67.90 8X4 TEE AND GATE VALVE INV= 4842.74 STA 10+62.478X6 TEEINV= 4845.32STA 10+57.47 NEW 8" GATE VALVE INV= 4845.25STA 8+65.94 8X6 TEE AND GATE VALVE INV= 4842.74 STA 14+17.218X6 TEEINV= 4847.88STA 14+54.68 45 DEG VERT BEND INV= 4847.38 STA 14+85.5545 DEG VERT BENDINV= 4844.19STA 14+89.47 45 DEG VERT BEND INV= 4848.18 STA 14+57.8645 DEG VERT BENDINV= 4844.19STA 7+05.94EX 8" GATE VALVEINV ≈ 4840.38STA 13+04.42 8X6 TEE AND GATE VALVE INV= 4847.23 STA 13+06.44 8X4 TEE AND GATE VALVE INV= 4847.26 STA 14+12.16 NEW 8" GATE VALVE INV= 4847.84STA 7+17.12 NEW 8" GATE VALVE INV≈ 4840.44 STA 15+23.55 NEW 8" GATE VALVE INV= 4848.36 STA 11+94.37 8X4 TEE AND GATE VALVE INV= 4846.72 STA 11+92.35 8X6 TEE AND GATE VALVE INV= 4846.68 STA 9+21.69 8X6 TEE AND GATE VALVE INV= 4843.44 STA 9+19.69 8X4 TEE AND GATE VALVE INV= 4843.41 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 36 6 12 1530 30 60 PROPOSED GRADE EXISTING GRADE GENERAL NOTES 1. INSTALL WATER SERVICE LINE PER C.O.B. STD. DWG. NO. 2660-6 FOR THE WATER SERVICE 2. WATER MAIN TO BE PROTECTED USING V-BIO ENHANCED POLYETHYLENE ENCASEMENT TEC H N O L O G Y B L V D STA: 14+66.27 24" RCP STORM CROSSING INV: 4847.10 STA: 14+66.27 30" RCP STORM CROSSING INV: 4846.66 COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\6558\002.04\ACAD\SHEETS\W-1 TECHNOLOGY BLVD.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/22/2022 2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTURE BOZEMAN MONTANA TECHNOLOGY BLVD. WATER PROFILE STA 6+70 TO 15+50 6558.002.04 3 W-1 CS CS JAU 06-20-2022 1 ENGINEERING COMMENTS CMS 8/20/2021 2 REVISIONS OF WATER PER NEW BUILDINGS N. OF TECH BLVD CMS 7/22/2022 6.57' DEPTH BURY ELEV = 4852.63 6.67' DEPTH BURY ELEV = 4855.85STA: 10+96.34 STORM SEWER CROSSING INV: 4847.94 4" INSULATION SEE 5/D-2 NEW 1" BLOWOFF VALVE 4" INSULATION SEE 5/D-2 No. 49499 CELINE M PRO FESSIONAL E N G INEERM O N T AN A LICENS E D SAUCIERRECORD DRAWINGINV = 4845.85 (A.B.)INV = 4846.58 (A.B.)INV = 4847.32 (A.B.)INV = 4847.73 (A.B.) INV = 4847.39 (A.B.) INV = 4847.41 (A.B.) 8.0' DEPTH (A.B.) STA 9+20, 38' L 4" INV = 4843.30 STA 9+22, 38' L 6" INV = 4843.25 STA 11+92, 38' L 6" INV = 4843.25 STA 11+94,38' L 4" INV = 4843.30 BENCHMARK ELEV = 4857.63 (A.B.) BENCHMARK ELEV = 4854.16 (A.B.) 7.0 DEPTH (A.B.) INV = 4848.32 (A.B.) W W W W W WWWWW WWWWWWW W W W W W W W W W W W W W W W W W W W W W W WSSSSSSSSSSSD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSD SD SD SD SD SDSSSSSS6+007+008+009+0010+0011+0012+0013+0014+0015+004848 4849 4850 4851 4852 4853 48534854 48 5 6 4853 4852 4851 4849 4850 CURB INLET 1 STA 10+96.38, L -16.5' RIM ELEV=4852.36 INV OUT: 4848.35 CURB INLET 2 STA 10+96.39, R 16.5' RIM ELEV=4852.36 CURB INLET 3 STA 8+39.99, R 20.3' RIM ELEV=4849.42 EXISTING CURB INLET STA 7+04.10, R 25.0' RIM ELEV=4848.17 INV ELEV = 4843.73 4825 4830 4840 4850 4860 4870 FG-EG-4848.466+70 FG-4848.13EG-4848.137+00 FG-4848.66EG-4847.41FG-4849.59EG-4845.038+00 FG-4850.14EG-4846.83FG-4850.71EG-4850.839+00 FG-4851.27EG-4851.08FG-4851.82EG-4851.5010+00 FG-4852.38EG-4852.10FG-4852.90EG-4852.3711+00 FG-4853.47EG-4851.78FG-4854.02EG-4849.5212+00 FG-4854.48EG-4849.36FG-4854.86EG-4849.2313+00 FG-4855.23EG-4849.70FG-4855.61EG-4850.7414+00 FG-4855.99EG-4854.61EX CURB INLET 48" Ø STA 7+04.10 RIM ELEV=4848.17 15 INV IN/OUT = 4843.73 DEPTH = 5.19'STA=6+99.99ELEV=4848.13STA=8+01.76ELEV=4849.62STA=10+66.28ELEV=4852.56STA=11+69.28ELEV=4853.69STA=12+72.28ELEV=4854.64STA=13+75.28ELEV=4855.41STA=14+78.28ELEV=4856.211.86' SEPARATION 134.34 LF 15" PVC @ 1.13% 254.94 LF 15" PVC @ 1.17% 0 VERT. SCALE IN FEET 0 HORIZ. SCALE IN FEET 36 6 12 1530 30 60 TEC H N O L O G Y B L V D COPYRIGHT ©MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! DATEDESCRIPTIONNO.BY N:\6558\002.04\ACAD\SHEETS\R-1 TECHNOLOGY BLVD.DWG PLOTTED BY:CELINE SAUCIER ON Jun/27/2022 2022 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 Phone: 406.587.0721 Fax: 406.922.6702 engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTURE BOZEMAN MONTANA TECHNOLOGY BLVD. ROAD & STORM PROFILE STA 6+70 TO 15+50 6558.002.04 4 R-1 CS CS JAU 06-20-2022 1 ENGINEERING COMMENTS CMS 8/20/2021 2 ENGINEERING COMMENTS R02 CMS 9/10/2021 29.00 LF OF 15" PVC @ 0.38% STA: 14+66.27 30" RCP STORM CROSSING INV: 4846.66 STA: 14+66.27 24" RCP STORM CROSSING INV: 4847.10 PROPOSED GRADE EXISTING GRADECURB INLET 3 48" Ø STA 8+57.54 RIM ELEV = 4849.42 15 INV IN/OUT = 4845.25 DEPTH = 5.23' CURB INLET 2 48" Ø STA 10+96.39 RIM ELEV = 4852.36 15 INV IN/OUT = 4848.23 DEPTH = 4.79' PROPOSED PEDESTRIAN RAMP SEE 3/D-1 EX 21 LF OF 18" PVC @ 0.7% EX 60" MH RIM = 4848.45 INV (SW) = 4844.47 INV (SE) = 4843.59 INV OUT (N) = 4843.59 INSTALL NEW POST MOUNTED "PEDESTRIAN CROSSING" SIGN INSTALL NEW POST MOUNTED "PEDESTRIAN CROSSING" SIGN INSTALL NEW STOP SIGN INSTALL NEW POST MOUNTED "PEDESTRIAN CROSSING" SIGN INSTALL "PEDESTRIAN CROSSING" SIGN TO PROPOSED LIGHT POLE PEDESTRIAN CROSSING YIELD LINES PER COB NO. 02581-2 RECORD DRAWING FABRIC, CONTECH C-200 MARAFI500X OR APPROVED EQUAL, ASREQUIRED BY ENGINEER18" OF 6"MINUS PITRUN6" OF 1.5"MINUS BASECOURSEC.O.B. STDCURB AND GUTTERC.O.B. STDCURB AND GUTTER3.00'13.00' PARKING (45°)15.00' SIDEWALK90.00'-2%BIKE LANE 5.50'DRIVING LANE 11.50'3' WIDE CONC VALLEY GUTTER SEE DETAIL 2/D-1DRIVING LANE 11.50'BIKE LANE 5.50'3" ASPHALT-3%-3%13.00' PARKING (45°)3.00'-2%15.00' SIDEWALKGRADE CHANGE-2%-2%3' WIDE CONC VALLEY GUTTER SEE DETAIL 2/D-13:13:13:13:1SLOPE GUTTER AT1/2" PER FOOT6" (MIN)712" (MIN)3'0"FINISHED ASPHALT SURFACETO BE 1/8" TO 1/4" ABOVEGUTTER LIP15' MINIMUMTRANSITION LENGTH6" (MIN) DEPTH OFCOMPACTED CRUSHEDBASE COURSE BELOWDOUBLE GUTTER#4 BARS @12" O.C. (TYP)15'-0"5.5'15'-0"1'-0"1'-0"RAMP SLOPE12(H) : 1(V) MAX*COLOR ASAPPROVED BYOWNER*NOTES:1.CONCRETE SHALL BE CLASS M-4000 REINFORCED WITH 1.5 LBS OF FIBERMESH PER CUBIC YARD. RAMPMAY ALSO BE REINFORCED WITH 6x6x10 GAUGE WIRE MESH.2.DOWEL RAMP FLARES THREE INCHES (3") INTO BACK OF CURB WITH #5 x 24" REBAR, MAINTAININGTHREE INCHES (3") CLEAR.3.DETECTABLE WARNING SURFACES SHALL COMPLY WITH THE "AMERICANS WITH DISABILITIES ACTGUIDELINES". ONE CORNER OF THE DETECTABLE WARNING MUST BE WITHIN EIGHT INCHES (8") OF THEGUTTER FLOWLINE. NO OTHER POINT ON THE LEADING EDGE OF THE DETECTABLE WARNING MAY BEMORE THAN FIVE FEET (5') FROM THE FLOWLINE.4.RAMP AND CURB MAY BE POURED MONOLITHICALLY.5.SIDEWALK CROSS-SLOPES SHALL NOT EXCEED TWO PERCENT (2%), MAXIMUM.SIDEWALK INSTALLED PERDETAIL 4 ON THIS SHEET6" (MIN) THICK CONCRETE OVER3" (MIN) THICKNESS OF1-1/2" MINUS WASHED ROCKTRUNCATED DOMEPANEL - FULLWIDTH OF RAMPNO LIPTOP-BACK OF CURBFACE OF CURBCURB FLOWLINEEDGE OFASPHALTBORDERS SHALL HAVE TROWELEDEDGES, USE MORE RELEASE AGENTTO CREATE A VISUAL CONTRAST AND HAVE A BROOM FINISHSSSSSIDEWALKFUTURESIDEWALK15.00'1' BORDER1' BORDEROLD LONDONMERMAID GRANITESTAMP PATTERNCONCRETE COLOR ISASH WHITE, ACCENTEDWITH PLATINUM GREY ANDANTIQUED W/ SMOKE BEIGEYIELD LINE PER COBNO, 02581-2TECHNOLOGY BLVD CROSS SECTIONSCALE: 1" = 5'1COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\6558\002.04\ACAD\SHEETS\D-1 DETAIL SHEET.DWG PLOTTED BY:CELINE SAUCIER ON Jun/20/20222022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTUREBOZEMANMONTANASTANDARD CROSS SECTION DETAILS6558.002.045D-1CSCSJAU06-20-20223' WIDE CONC VALLEY GUTTERSCALE: NTS2PEDESTRIAN RAMP DETAILSCALE: NTS3PEDESTRIAN RAMP DETAILSCALE: NTS3CROSSWALK DETAILSCALE: NTS4CROSSWALK TO BE SEALED W/ 25% CURE SEALERNOTE:CROSSWALK TO BE FLUSH WITH ADJACENT ASPHALT GRADES. MJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPED.I. PIPEMJ GLANDCONCRETE THRUSTBLOCK (TYP)UNDISTURBEDEARTH (TYP)MJ GLANDMJ VALVED.I. PIPE3/4" MIN. CORROSION RESISTANT ALL THREADRESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINTBOLT HOLES (TYP) WHERE NECESSARY, CLAMPINGLUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNEDTO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTIONWITH THE RESTRAINING RODS.MJ GLANDMJ VALVEMJ GLANDD.I.PIPED.I.PIPEMJ TEED.I. PIPED.I. PIPEMJ GLANDCONCRETE THRUSTBLOCK (TYP)UNDISTURBEDEARTH (TYP)MJ GLANDMJ VALVED.I. PIPE3/4" MIN. CORROSION RESISTANT ALL THREADRESTRAINING ROD, CONFORMING TO ASTM A242-81,INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINTBOLT HOLES (TYP) WHERE NECESSARY, CLAMPINGLUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNEDTO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMINGTO ASTM 536-80 MAY BE USED IN CONJUNCTIONWITH THE RESTRAINING RODS."C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZEVALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"1-1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"1-1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"1-3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES."C""B""A"6""C"REBARANCHORCONCRETEANCHORSNOTE: COAT ROADS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL.THRUST BLOCK DIMENSIONSANCHORROD SIZEVALVESIZE100 PSIABC150 PSIABC200 PSIABC250 PSIABC300 PSIABC1/2"6" & 8"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-0"2'-7"1/2"10"2'-0"2'-0"2'-0"2'-6"2'-6"2'-0"2'-9"2'-6"2'-6"3'-0"3'-0"3'-0"3'-7"3'-0"3'-0"1/2"12"2'-3"2'-0"2'-0"3'-0"3'-0"2'-8"3'-5"3'-0"3'-0"4'-3"3'-0"3'-0"5'-1"3'-0"3'-0"1"14"2'-3"2'-0"2'-0"3'-5"3'-0"3'-0"4'-6"3'-0"3'-0"4'-0"4'-0"4'-0"4'-9"4'-0"4'-0"1-1/8"16"3'-0"3'-0"3'-0"4'-4"3'-0"3'-0"4'-1"4'-0"4'-0"5'-1"4'-0"4'-0"6'-1"4'-0"4'-0"1-1/4"18"3'-8"3'-0"3'-0"5'-5"3'-0"3'-0"5'-1"4'-0"4'-0"6'-4"4'-0"4'-0"5'-9"5'-0"5'-0"1-3/8"24"4'-4"4'-0"4'-0"6'-5"4'-0"4'-0"6'-6"5'-0"5'-0"6'-5"6'-0"6'-0"7'-8"6'-0"6'-0"NOTE: PRESSURES SHOWN ABOVE ARE MAXIMUM WORKING PRESSURES IN THE SYSTEM.THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER.MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS.THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES.*CONCRETETHRUSTBLOCKMINIMUM OF1/2 CUBIC YARDWASHED GRAVELUNDISTURBEDEARTHGROUNDLINEELEVATIONS AS SHOWNON PLANS OR 0.2' ABOVETOP OF CURB GRADEINSTALL PLUMB WITHPUMPER NOZZLEFACING STREETNEW HYDRANT TO BEMUELLER SUPER CENTURION 250OR WATEROUS PACERMINIMUM 4'-0" CLEAR ALL AROUND(TREES, HEDGES, BUSHES, ETC.)ADJUSTABLE SCREWTYPE VALVE BOXWITH LID8'-0" (MAX)3'-0" (MIN)TO BACK OF CURBMINIMUM OF6.5' COVERTO MAIN LINEJOINT AS REQUIREDFOR PIPE SPECIFIEDNEW 6" AUXILIARYGATE VALVEFLANGE JOINT*MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK2'-1"6" MIN12" MAX12'-614"2" THICK SANDCUSHIONGRANULAR BEDDINGMATERIAL (TYP)WATER ORSEWER LINETRENCH BOTTOMTRENCH WALL TRENCH WALL ALT. "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 LINES WITH LESS THAN 6'-6" COVER TO FINISHED GRADE, SEWER LINESWITH LESS THAN 5'-0" COVER TO FINISHED GRADE, OR WITHIN 2' BELOW A CULVERT. NOTIFY ENGINEER PRIORTO 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 OTHEROTHER SUITABLE GRANULAR BASE PRIOR TO COMPACTION OR ADDITIONAL BACKFILLING.COPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\6558\002.04\ACAD\SHEETS\D-1 DETAIL SHEET.DWG PLOTTED BY:CELINE SAUCIER ON Jun/20/20222022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTUREBOZEMANMONTANAWATER DETAILS6558.002.046D-2CSCSJAU06-20-2022NOTES: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--DI MECHANICAL JOINT RESTRAINT TABLESCALE: NTS1TYPICAL VALVE/ TEE RESTRAINTSCALE: NTS2THRUST BLOCKING FOR WATER MAIN VALVESSCALE: NTS302660-302660-10PIPE INSULATIONSCALE: NTS5FIRE HYDRANTSCALE: NTS402660-10TYPICAL BLOWOFF VALVESCALE: NTS602660-7 AS REQUIRED USINGVARIABLE LENGTH SECTIONS 36"MANHOLE STEPS AT16" ON CENTER24" OPENINGFLAT SLAB COVERCUTOUTS ASREQUIREDPRECAST OR POURED-IN-PLACE BASE.POURED-IN-PLACE BASE, MINIMUM CONCRETETHICKNESS BELOW PIPE IS EIGHT INCHES (8").PRECAST BASE, MINIMUM THICKNESS TO BESIX INCHES (6"). POURED-IN-PLACE BASE TOEXTEND BEYOND OUTER EDGE OF MANHOLE WALL.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS,ADJUSTING RINGS, MANHOLE RING & TOP SECTION,AND AROUND PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE"RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTSEXCEPT BETWEEN PIPE AND MANHOLE WALL.2.ADJUSTING RINGS AND CASTING SHALL BECENTERED ON MANHOLE.3.REMOVE SHIMS AND GROUT ANY GAPS BETWEENTHE CASTING, ADJUSTING RINGS, AND BARREL.REMOVE EXCESS GROUT.4.GROUT ALL LIFTING HOLES IN BARREL.5.ALL LATERAL PIPES SHALL BE FINISHED FLUSH WITHINNER BARREL WALL.MATCH TOP OFCURB ELEVATIONEJIW 7030 SERIESCURB INLET FRAME,GRATE, & CURB HOOD18" MINIMUMNOTE:FURNISH ONE-HALF INCH BY ONE-HALF INCH (1/2" x 1/2") NON-CORROSIVESTEEL ROD STEPS, TWELVE-INCHES (12") IN WIDTH, ENCASED WITHPOLYPROPYLENE. ENSURE STEPS WITHSTAND 400 POUND VERTICAL LOADS AND1,000 POUND PULL-OUT RESISTANCE. STEPS SHALL LINE UP ABOVE THE MANHOLEOUTLET.MANHOLE STEPS ON16" CENTERSPRECAST REINFORCED CONCRETE MANHOLE RISER AND ECCENTRIC CONETOP MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C-478(TYPICAL FORPOURED-IN-PLACE BASES)SLOPE SHELF AT ONEINCH (1") PER FOOTTOWARD CHANNEL.POSITIVE SEAL PSX GASKETS FOR SANITARY SEWER PIPE CONNECTION REQUIRED.STORM DRAINS SHALL BE CONNECTED USING A RUBBER GROUTING RING.PRE-CASTCHANNELFLOWLINEGROUT INVERT TO SPRINGLINEOF PIPE IF GAP BETWEEN PIPEAND CHANNEL IS GREATERTHAN ONE-EIGHTH INCH (1/8")PRE-CAST ORPOURED-IN-PLACE BASENOTE:·FOR POURED-IN-PLACE BASE, THE MINIMUM CONCRETE THICKNESS BELOW PIPE IS EIGHT INCHES (8").·FOR PRE-CAST BASE, THE MINIMUM THICKNESS BELOW PIPE IS SIX INCHES (6").·ALL BASES REINFORCED AS SHOWN.·TOP OF PIPE INSIDE MANHOLE MUST BE TRIMMED BACK TO THE STRUCTURE WALL.#4 BARS @ 1'-0" ON CENTERNOTE:ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLERING & TOP SECTION, AND AROUND SEWER PIPE INTOMANHOLE SHALL BE WATERTIGHT. JOINTING MATERIAL SHALLBE "RAM-NEK" OR APPROVED EQUAL FOR ALL JOINTS EXCEPTBETWEEN SEWER PIPE AND MANHOLE WALL.AASLOPE SHELFAT 1" PER FOOTRADIUS OFMANHOLESECTION A-ANOTE: STORM DRAIN MANHOLES SHALL NOTHAVE FORMED CHANNELS AND THE LOWEST PIPEINVERT SHALL BE NINE INCHES (9") HIGHER THANTHE BOTTOM OF THE MANHOLE.TOP OF PIPE MAYNOT EXTEND PAST INSIDEWALL OF MANHOLE. IF NECESSARYTOP HALF PIPE MAY BE TRIMMEDOFF SMOOTH. (8" DIAMETER ONLY)4" (MIN)1'-0"6"(MIN)6" (MIN)9"214"2'-0"412" [0.38']512" [0.45]6" (MIN)6" (MIN)4" R3" R3/4" PER 1' SLOPETOPSOILCOMPACTEDBACKFILLCOMPACTED SUBGRADECOMPACTED CRUSHEDBASE COURSE MATERIALFINISHED ASPHALTSURFACE TO BE1/8" TO 1/4" ABOVEGUTTER LIPLAYDOWNCURBNOTES:1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTHOF THREE-QUARTER INCH (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").3.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOTMORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THECURB AND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNERTHEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).5.CONCRETE SHALL BE CLASS M-4000.6.CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN (7) DAYS OF PLACEMENT.NOTES:1.BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.2.CONTRACTION JOINTS SHALL BE PLACED AT TEN FOOT (10') MINIMUM INTERVALS AND SHALL HAVE A MINIMUM DEPTHOF THREE-QUARTER INCH (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").3.ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURB RETURNS, AND AT NOTMORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THECURB AND GUTTER.4.NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNERTHEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).5.CONCRETE SHALL BE CLASS M-4000.6.CONTRACTOR SHALL BACKFILL CURB WITHIN SEVEN (7) DAYS OF PLACEMENT.4" (MIN)1'-0"6"(MIN)6" (MIN)6" (MIN)6" (MIN)4" R1/2" PER 1' SLOPE2"9"612" [0.53']7" [0.58']2'-0"TOPSOILCOMPACTEDBACKFILLCOMPACTED SUBGRADECOMPACTED CRUSHEDBASE COURSE MATERIALFINISHED ASPHALTSURFACE TO BEFLUSH WITHGUTTER LIPLAYDOWNCURB3" RCOPYRIGHT ©MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERVERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!DATEDESCRIPTIONNO.BYN:\6558\002.04\ACAD\SHEETS\D-1 DETAIL SHEET.DWG PLOTTED BY:CELINE SAUCIER ON Jun/20/20222022REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718Phone: 406.587.0721Fax: 406.922.6702engineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY SUBDIVISION - PHASE 4 INFRASTRUCTUREBOZEMANMONTANASTORM SEWER, SEWER AND CURB & GUTTER DETAILS6558.002.047D-3CSCSJAU06-20-2022COMBINATION MANHOLE AND CURB INLETSCALE: NTS1SANITARY SEWER AND STORM DRAIN MANHOLESCALE: NTS2TYPE 1 CONCRETE CURB AND GUTTER-SPILLSCALE: NTS4TYPE 1 CONCRETE CURB AND GUTTER-CATCHSCALE: NTS302720-302528-102720-1B02528-1 VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6558\002.02\ACAD\SHEETS\TECHNOLOGY E-PHOTOMETRICS - NO WALL LIGHTS.DWG PLOTTED BY:CELINE SAUCIER ON Aug/20/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle TECHNOLOGY BLVD LIGHTING PLAN BOZEMAN MT BOZEMAN GATEWAY SUBDIVISION PUD 6558.002 1 PH-1 AG JAU 1 CITY COMMENTS 4-26-21AG LUMINAIRE SCHEDULE SYMBOL TYPE LAMPS DESCRIPTIONS MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE E1 63W LED FULL-CUTOFF, DECORATIVE, EXTRUDED ALUMINUM FIXTURE WITH BLACK FINISH MOUNTED TO AN ALUMINUM, ROUND, 5 INCH NON-TAPERED, 25' POLE WITH A 24" CANTELEVERED ARMTO MATCH EXISTING LUMINAIRES IN THE BOZEMAN GATEWAY DEVELOPMENT. SECURE POLE TO A CONCRETE BASE AS DETAILED. SEE DETAIL 1 ON THIS SHEET. POLE SHALL BE RATED TO HANDLE FIXTURE AND ARM EPA AT 80 MPH WIND WITH 30% GUST. PROVIDE WITH TWO PIECE DECORATIVE, PHILADELPHIA STYLE BASE COVER. POLE, BASE COVER AND ARM FINISH SHALL MATCH FIXTURE. REFLECTOR SHALL BE A TYPE IV DISTRIBUTION. FUSE EACH FIXTURE AT POLE BASE HAND HOLE. PROVIDE 3000K COLOR TEMPERATURE. ANTIQUE STREET LAMPS FIXTURE: EH16RT-63LED 350MA-3K-GCF-R4- 480-1DS-ANBK ARM: EAC5/2 PNIP3-ANBK POLE: DS340-R450V200-BK-HH-AB-P9/ WHATLEY D21M BLK POLE/ 480 TYPE E1/E2 LIGHT POLE ELEVATION (TYP)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. 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.DL W 3 8" HOLD DOWN BOLTS 23"6"3" BACKFILL TOP 6" WITH EXCAVATED TOP SOIL MATERIAL AND TAMP SECURE ELECTRICAL BOND, NO.6 AWG COPPER OR EQUAL NO. 30 FELT PAPER SEPARATION CONDUIT IN PLACE AS REQUIRED. PROVIDE STUB AND CAP CONDUIT FOR FUTURE LUMINAIRES 1" CLEAN STONE DRAINAGE CONCRETE POLYMER PULL BOX MINIMUM INSIDE DIMENSIONS TYPE I TYPE II TIER 22 RATED W = 12" L = 18" D = 12" W = 12" L = 24" D = 12" PULLBOX DETAIL SSW W W W WW W SSSSSDSS TV TV P P PP E W W W W W W W W W W W W W W W W W W W W W W W W W SD SD SD SD SD SD SD SD SD SDSDSD SD SDSD SD SD SD SD SD SD SD SDSDSSSSSSSSSSSSSSSSHH HH M VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2023COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6558\002.02\ACAD\SHEETS\C500-UTILITY PLAN.DWG PLOTTED BY:JAMES (JIM) A. ULLMAN ON Apr/19/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle TECHNOLOGY BLVD LIGHTING PLAN BOZEMAN MT BOZEMAN GATEWAY SUBDIVISION PUD 6558.002 16 PH-4 JAU 3/1/22 30 6015300 SCALE IN FEET MARCH 1, 2022 PROPOSED DRY UTILITIES PROPOSED TRANSFORMER LOCATION BUILDING 2 12 ELECTRIC METERS LOCATION ELECTRICAL CONDUIT (TYP.) SEE ELECTRICAL PLANS BUILDING 1 1 KEY NOTES METER EQUIPMENT M1. SEE DETAIL ON PH-1. PROVIDE 2#8CU AND 1#10CU GND BETWEEN HAND HOLE AND LUMINAIRE SEE PULLBOX DETAIL ON PH-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. 2 3 1 3 2 3 2 WELL TO BE ADJUSTED TO FINISHED GRADE, MOVE METERING TO NEW METER LOCATION CONNECT TO EXISTING AED LIGHTS W W W W W W W W W W W WWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W W SS SS SS SS SS SS SS SSSSSSWWWSSSSSSWW SSW W W W W W W W W W W W W W W W W W W W W W W W W W W W WFOFOFOFOEEEE EFO EEEEEEEEEEEEEEEEEFO FO FO FO FOFOFOFOFOFOEEEFOFOFOFOFOFOFOFOFOW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSFOW F TV TVF F F TV P P PP P P E W W W W W W W W W W W 8.96 Acres 390,373.25 SqFt LOT 35 BLOCK 6 87.50'R=230.01' L=72.87' Δ=18°09'02"N16°16'45"E 151.55'N9°04'08"E 67.20'R=370.00'L=225.38'Δ=34°54'05"R=230.00' L=28.94' Δ=7°12'37" N18°37'20"W 50.00'S11°48'20"E 220.83'S5°11'51"W 164.48'S5°23'52"E 280.16'29.08'N0°28'16"W30'32.5S75°4 9 ' 0 2 " E 9 2 . 1 5 ' R=470.00'L=80.48'Δ=9°48'38" S66 ° 0 0 ' 2 4 " E 1 7 8 . 9 0 ' R=1130.00'L=351.00'Δ=17°47'49" R=1130.00' L=107.45' Δ=5°26'5 4"S7°14'51"W172.75'N89°31'43"E 114.12' N89°31'43"E 117.64'N0°29'32"W248.90'S89°34'27"W 139.02' R=1070.00' L=120.00' Δ=6°25'33"S6°42'13"W38.03'N14°59'31"W146.30'S15°44'14"W 30.61' N89°49'43"E 70.56' S89°31'43"W 547.47'S89°34'27"W 124.60' VERIFY SCALE! THESE PRINTS MAY BE REDUCED. LINE BELOW MEASURES ONE INCH ON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY! 2021COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\6558\002.02\ACAD\SHEETS\S001-BRIDGES COVER SHEET.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/28/2021 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle BOZEMAN GATEWAY PUD PHASE 4 APARTMENTS BOZEMAN MT CULVERT BRIDGES - COVER SHEET 6558.002 28 S001 RSN NJM NJM 7/27/21 NJM 7/23/21 60 12030600 SCALE IN FEET ---- JULY 27, 2021 BRIDGES at BOZEMAN GATEWAY CONSTRUCTION IMPROVEMENTS FOR BRIDGE A (TECHNOLOGY BLVD) BRIDGE B (PUD EAST ENTRANCE) VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6558\002.02\ACAD\SHEETS\S010-STRUCTURAL NOTES AND ABBREVIATIONS.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/28/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY PUDPHASE 4 APARTMENTSBOZEMANMTCULVERT BRIDGES - GENERAL STRUCTURAL NOTESAND ABBREVIATIONS6558.00229S010RSNNJMNJM7/27/21 NJM7/23/21 ----JULY 27,2021DESIGN CODES:GENERAL STRUCTURAL NOTES:PERCENT RANGE OF MAXIMUM SLUMPAIR CONTENT5% 1%4"-+CONCRETE:CONCRETEMAX. AGGREGATE SIZECOMPRESSIVE STRENGTHMINIMUM 28 DAYCAST-IN PLACE1"4500 PSIALL CONCRETEFOUNDATIONS:PRE-ENGINEERED PRE-CAST CONCRETE BRIDGE:MISCELLANEOUSDESIGN LOADS:SHTG.- SHEATHING- INSIDE FACE- INVERT- INTERIOR- INSULATEDINVI.F.INTINSUL.FLR- FLOOR- FLOOR OPENING- FOOTING- FAR SIDE- HOOK- GROUND WATER- GROUND LINE- GALVANIZED- GRADE- GROUND- GAUGE- INSIDE DIAMETER- HIGH POINT- HEIGHT- HORIZONTAL- HOLLOW CLAY MASONRY OF BUILDING OFFICIALS- INTERNATIONAL CONFERENCE- HEADED ANCHOR STUD- GLUE LAMINATED BEAMH.P.HT.I.C.B.O.I.D.HK.H.C.M.H.A.S.HORIZ.GNDG.L.G.L.B.GALV.G.W.GR.FTGF.S.F.O.GA.- DIAGONAL- DIAMETER- EXISTING- EXCAVATION- EACH FACE- DOOR OPENING- ELEVATION- EACH- EAST- DOWEL- DETAIL- DRAWING- FOUNDATION- FLANGE- FINISH- EACH WAY- EXTERIOR- EXPOSED- FLOOR DRAIN (SEE ARCH.)- DIMENSIONFDNFDFLGFIN.EXCEXISTELEV.E.W.EXTEXPD.O.E.F.EA.E.ØDIAG.DWLDTLDRWGDIM.W.I.- WROUGHT IRON- WELDED WIRE FABRIC- WORKING LINE- WORKING POINT- WEIGHTWWFW.L.W.P.WT. (REBAR BOTTOM LAYER) (REBAR TOP LAYER)- UNLESS NOTED OTHERWISE- UNIFORM BUILDING CODE- TOP OF DECK/SHEATHING- TOP OF CONCRETE- WOOD- WITHOUT- WITH- WEST- VERTICALVERT.W/OWD.W/WU.N.O.U.B.C.- TOP OF SLAB- TOP OF SLAB- TYPICAL- TOP OF FOOTING- TOP OF WALL- TOP OF SLAB- TOP OF STEEL- TRUSST(TB)T(TL)TR.TYP.T.O.C.T.O.F.T.O.W.T.O.SL.T.O.S.T.O.D.- TOP ADDITIONAL GRADE BEAM BARS- TOP CONTINUOUS GRADE BEAM BARS- SHORT LEG VERTICALSTR.- STRAIGHT- TREAD OR TON- TRUSS JOIST- TOP AND BOTTOM- TIMBER- THICK- THREAD- SYMMETRICAL- SQUARE YARDTMBR.T.C.TJITHKTHDT&BSYM.T.A.S.Y.T.- SQUARE INCHES- SIMILAR- STIFFENER- STAINLESS STEEL- SPECIFICATIONS- STEEL- STIRRUP- SHEET- SQUARE- SPACESSQ.STIFF.STIRR.SHT.S.S.STL.S.L.V.SPECS.SIM.S.I.SPA.STRUCTURAL ABBREVIATIONS- BUILDING LINEB.I.CIJ- CONCRETE ISOLATION JOINT- COORDINATE- CONTRACTOR- CONSTRUCTION- CONNECTION- CENTER LINE- COLUMN- CONCRETE- CLEAR- CEILING- DUCTILE IRON- CUBIC YARD- COUNTERSINK- DEGREE- DIAMETER- CENTERED- CENTER- COURSES- CONCRETE WALL INTERSECTION- CONTINUOUS OR CONTINUED- CONCRETE MASONRY UNIT- CORRUGATED METAL PIPE- CHECKERED FLOOR PLATEC.Y.C.W.ID.I.DIA.°COORD.CONTRCTRCTRDCSKCRSC.M.U.CONSTRCOL.CONT.CONNCONC.CH.FL.PL.CLRCLG.C.L.C.M.P.- BOTTOM OF SLAB- BOTTOM OF SLAB- BETWEEN- BATTER- BASEMENT- BEARING- BRACKET- BOTTOM- BEAM- BLOCKING- BUILDING- CAST IRON PIPE- CUBIC FEET- CENTER TO CENTER- CAST IRON- BUILT-UP (REBAR BOTTOM LAYER)- CONCRETE CONSTRUCTION JOINT- CONCRETE EXPANSION JOINT- CONCRETE CONTROL JOINT- CAST IN PLACE CONCRETE (REBAR TOP LAYER)B(BL)C.I.CEJCRJCCJC.I.P.C-I-PC/CC.F.B.UBRKT.BTW.BTR.B(TL)BSMT.BRG.BOT.BM.BLKG.BLDG.- ANCHOR BOLT- ABUTMENT- AT- BOARD FEET- BACK TO BACK- ARCHITECTURAL- AMERICAN WELDING SOCIETY- AMERICAN SOCIETY OF TESTING- AMERICAN NATIONAL STANDARDS- AMERICAN INSTITUTE OF- AMERICAN CONCRETE INSTITUTEA.S.T.M.B.F.B.B.A.W.S.ARCH.A.N.S.I.A.I.S.C.A.B.@ABUT.A.C.I. STEEL CONSTRUCTION INSTITUTEMAX.- MAXIMUM- PRE-MOLDED JOINT FILLER- STRUCTURAL GLAZED TILE- REINFORCING STEEL- POUNDS PER SQ. INCH- POUNDS PER SQ. FT- PRESSURE TREATEDRD.- ROUND- ROOM- SQUARE FEET- SCHEDULE- SHEET- SOUTH- RIGHT- REQUIRED- REINFORCINGSCHED.S.F.S.SGT.SHT.REINF.REBARREQ'DRM.RT.- PLYWOOD- PERPENDICULAR- RISER- RADIUS- PLATE- PIECESPSFRAD.PSIP.T.R.P.J.F.PCS.PLYWDPERP.PL.- OUTSIDE DIAMETER- NOT IN CONTRACT- MASONRY OPENING- OPEN WEB JOIST- OPPOSITE- OUT TO OUT- OUTSIDE FACE- ON CENTER- NOT TO SCALE- OPENING- NEAR SIDE- NUMBEROPP.O/OO.W.J.OPNGO.F.N.T.S.O.D.O.C.N.S.NO. - MECHANICAL - MANUFACTURE- METAL- NOMINAL- NORTH- MOUNTED- MARK- MINIMUM- MANUFACTUREDM.O.NOM.N.I.C.MTL.MTD.N.MFR.MFD.MECH.MK.MIN.- LONG LEG HORIZONTAL- LONG LEG VERTICAL- LAMINATED VENEER LUMBERKIP- MATERIAL- MACHINE BOLT- LOW POINT- LAMINATED- LEFT- POUND- 1000 POUNDSMATL.M.B.L.P.LVL.LT.L.L.V.L.L.H.LB.LAM.- JOIST- JOINTJST.JT.CONCRETE (CONT.)1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH PRE-ENGINEERED BRIDGE DRAWINGS FOR CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.2. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER.3. DIMENSIONS AND CONDITIONS OF EXISTING CONSTRUCTION ARE TO BE VERIFIED IN THE FIELD AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCREPANCIES WHICH REQUIRE A SIGNIFICANT CHANGE IN THE DESIGN AND/OR CONSTRUCTION FROM THAT SHOWN ON THE DRAWINGS.4. THE ENGINEER SHALL REVIEW SHOP DRAWINGS ONLY FOR THE CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. DIMENSIONS AND QUANTITIES NOTED ON THE SHOP DRAWINGS ARE NOT GUARANTEED BY THE ENGINEER, AND THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR INFORMATION THAT PERTAINS TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION, AND FOR COORDINATION OF THE WORK OF ALL TRADES. SHOP DRAWINGS MUST BE REVIEWED, STAMPED, AND SIGNED BY THE CONTRACTOR PRIOR TO THE REVIEW BY THE ENGINEER.1. CONCRETE PROPERTIES (SEE SPECIFICATIONS FOR ADDL. REQUIREMENTS): * MAXIMUM ALLOWABLE SLUMP MAY BE INCREASED TO 8" WITH THE ADDITION OF APPROVED WATER-REDUCING ADMIXTURE.2. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE: * WHEN PLACED ON GROUND: 3" INTERIOR DRY SURFACES: * EXPOSED TO WATER, WEATHER, SLABS 3/4" BACKFILL OR CONDENSATION: BEAMS 1-1/2" #5 BAR OR SMALLER 1-1/2" COLUMNS 1-1/2" #6 BAR OR LARGER 2" WALLS 1"3. ALL CONCRETE REINFORCING INDICATED ON THE PLANS SHALL CONFORM TO ASTM A615, GRADE 60.4. ALL BENDS, UNLESS OTHERWISE SHOWN, SHALL BE A 90 DEGREE STANDARD HOOK AS DEFINED IN THE LATEST EDITION OF ACI 318. DETAIL ALL REINFORCEMENT IN ACCORDANCE WITH ACI 315.5. CHAMFER ALL EXPOSED CORNERS 3/4" UNLESS OTHERWISE NOTED ON THE DRAWINGS.6. TOLERANCES IN PLACING REINFORCEMENT SHALL BE: +/- 3/8 IN. FOR MEMBERS WITH D LESS THAN 8 IN. +/- 1/2 IN. FOR MEMBERS WITH D GREATER THAN 8 IN. WHERE D IS THE DISTANCE FROM THE FACE OF CONCRETE TO THE CENTER OF THE REINFORCING.7. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUBGRADE. CONCRETE BLOCKS OR DOBBIES SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS.8. ALL REINFORCMENT AT GRADE LEVEL SHALL BE PLACED ON CONCRETE BLOCKS, PLASTIC CHAIRS, OR DOBBIES. ON-SITE ROCKS OR OTHER MATERIAL IS NOT PERMITTED.9. ALL REINFORCING SHALL BE TIED INTO PLACE PRIOR TO PLACING CONCRETE.10. DOWELS SHALL BE THE LENGTH INDICATED. DOWELS SHALL BE WIRED IN POSITION PRIOR TO POURING CONCRETE.11. AT ALL FOUNDATION WALL CORNERS AND INTERSECTIONS, CORNER BARS SHALL BE PROVIDED TO MATCH THE HORIZONTAL BARS.12. ALL REINFORCEMENT LAPS, UNLESS OTHERWISE NOTED, SHALL BE AS FOLLOWS: * TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR, IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. ** INCREASE LAP LENGTHS SHOWN ABOVE BY 25% WHERE BARS ARE SPACED CLOSER THAN 6" O.C. OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN 3" FROM FACE OF MEMBER.1. GROUND SNOW LOAD = 46 PSF2. WIND SPEED = 90 MPH, EXPOSURE C3. SEISMIC DESIGN CATEGORY D, SOIL PROFILE Sd4. VEHICULAR LIVE LOAD, AASHTO HL-931. FOUNDATIONS HAVE BEEN BASED ON AN ALLOWABLE BEARING PRESSURE OF 3000 PSF PER IBC TABLE 1804.2 FOR SANDY GRAVEL AND GRAVELS.2. STABILITY OF CONSTRUCTION EXCAVATION AND WORKER SAFETY ARE THE RESPONSIBILTY OF THE C0NTRACTOR IN ACCORDANCE W/ CURRENT OSHA REGULATIONS.3. IMPORTED STRUCTURAL FILL SHALL BE USED WHERE INDICATED ON THE DRAWINGS. ALL STRUCTURAL FILL SHALL BE COMPACTED TO 97% ASTM D698 AND SHALL CONFORM TO THE FOLLOWING GRADATIONS: SCREEN/SIEVE SIZE % PASSING BY WEIGHT 3" 100 No. 4 25-65 No. 200 20% MAX.4. ON-SITE MATERIALS MAY BE USED FOR BACKFILL.5. ALL BACKFILL OPERATIONS SHOULD BE CONDUCTED IN LIFTS NOT EXCEEDING 8" AND SHALL BE COMPACTED TO 95% OF MAX. DRY DENSITY PER ASTM D698, FOLLOWING BLENDING EFFORTS TO MINIMIZE THE POTENTIAL FOR VOIDS, POCKETS, OR NESTING.USE ONLY HAND-OPERATED COMPACTION EQUIPMENT WITHIN 5 FT. OF COMPLETED STRUCTURES.6. DO NOT PLACE BACKFILL AGAINST ANY STRUCTURE UNTIL ALL SUPPORTING STRUCTURAL ELEMENTS ARE IN PLACE AND CONCRETE WALLS AND FOOTINGS HAVE ACHIEVED THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH.#11#10#8#9**#7#67'-3"5'-8"6'-7"5'-10"5'-1"4'-6"4'-6"3'-1"4500 PSI2'-9"2'-5"5'-0"3'-6"#4#3STRENGTHBAR SIZECONC. DESIGN1'-7"2'-1"1'-4"1'-7"*TOP BAR OTHER BARGR 602'-0"2'-7"DETAIL OF REINFORCEMENT - LAP LENGTHS#51. BASIC DESIGN CODES: AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SEVENTEENTH EDITION, ACI 318-141. SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS STAMPED BY A CIVIL/STRUCTURAL ENGINEER LICENSED IN THE STATE OF MONTANA (INCLUDING ARCHED BRIDGE SECTION FOUNDATION REACTIONS) 21 DAYS (MIN.) PRIOR TO COMMENCING W/ CONCRETE FOUNDATION WORK.2. ALL REINFORCING AND CONNECTION DETAILS SHOWN ARE FOR SERVICE LOADS ONLY. THE PRECAST CONCRETE SUPPLIER SHALL DESIGN AND PROVIDE ALL MILD STEEL REINFORCING, PRE- STRESSING, AND CONNECTION DETAILS NECESSARY FOR HANDLING, SHIPPING, AND ERECTION LOADS.3. THE PRECAST CONCRETE SUPPLIER SHALL DESIGN THE PRECAST MEMBERS IN ACCORDANCE WITH THE REFERENCED DESIGN CODES FOR THE LIVE AND DEAD LOADS SHOWN ON THE PLANS IN ADDITION TO THE MEMBER DEAD LOAD AND ANY APPLICABLE COLLATERAL LOADS. SHOP DRAWINGS AND CALCULATIONS, MUST BEAR THE STAMP OF A MONTANA LICENSED STRUCTURAL ENGINEER IN RESPONSIBLE CHARGE OF THEIR PRODUCTION.4. MEMBERS MAY BE DRILLED PROVIDED NO CONTACT IS MADE WITH REINFORCING STEEL AND IT IS ACCOMPLISHED IN SUCH A MANNER THAT NO OBJECTIONABLE SPALLING OCCURS. SUCH DRILLING SHALL BE COORDINATED WITH THE PRECAST CONCRETE MANUFACTURER. AT NO TIME SHALL ANY AREA CONTAINING PRESTRESSING STEEL BE DRILLED WITHOUT THE PRECAST CONCRETE MANUFACTURER'S PRIOR APPROVAL. 8'-0" WIDE x16'-0" SPAN PRECASTCONCRETE ARCHEDBRIDGE SECTIONSCALE: 1/4" = 1'-0"BRIDGE A FOUNDATION PLAN12'-9"7'-0"7'-0"5'-0"6" MAX.4"2'-0"LINE OF FINISHEDROADWAY ANDCURB ABOVETYP.TYP. @PIERTYP. @BACKWALLTYP. @PRECASTPARTIALBRIDGESECTIONBRIDGEELEVATION30" RCP ABOVE @ 1.5% SLOPEINV OUT: 4848.49'NOTE 1NOTES:1. CUT AND LEAVE EXTENSION OF EXISTING PIPE PAST NEW BACKWALL AS SHOWN. PROVIDE ADDITIONAL REINFORCING IN BACKWALL AROUND PIPE AS INDICATED IN DTL. B/S200.2. STONE VENEER AND ATTACHMENTS NOT SHOWN, TO BE PROVIDED BY OWNER.3. REFER TO OVERALL ELEVATION, DETAIL A/S200, FOR REQUIRED HORIZONTAL ALIGNMNET OF PRECAST ARCHED BRIDGE SECTION AND ACCOMPANYING CAST-IN-PLACE FOOTINGS AND WALLS.4. PROVIDE BITUMIMOUS DAMPROOFING ON ALL EXPOSED PIPE, PRECAST ARCHED BRIDGE SECTION, AND CAST-IN-PLACE BACKWALL.5. VERFY AND COORDINATE ALL FOOTING ELEVATIONS WITH ENGINEER AND USE FIREHYDRANT G (TECHNOLOGY BLVD & 29TH) AS A DATUM ELEV: 4854.95'PRECAST TOCAST IN PLACECONCRETEWALL, TYP.3" TYP.NOTE 2,TYP.NOTE 3TYP.TYP.PARTIALBRIDGESECTIONPROPOSEDROADWAY ABOVEPROPOSEDROADWAY ABOVELINE OF FINISHEDROADWAY ANDCURB ABOVEEXISTING PIPEABOVE, ORIENTATIONVARIES12'-9"TYP.5'-0"BRIDGEELEVATIONTYP.TYP.CL ROADWAYABOVETYP.TYP.CL PIPESABOVEVARIESNOTE 2,TYP.TYP. @PIERTYP. @PRECASTTYP. @BACKWALLTYP.PRECAST TOCAST IN PLACECONCRETEWALL, TYP.8'-0" WIDE x16'-0" SPAN PRECASTCONCRETE ARCHEDBRIDGE SECTIONNOTE 3NOTE 4,TYP.NOTE 4,TYP.2'-0"CL PIERCLPIERVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6558\002.02\ACAD\SHEETS\S100-FOUNDATION PLANS-BRIDGE A.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/27/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY PUDPHASE 4 APARTMENTSBOZEMANMTFOUNDATION PLANSBRIDGE A6558.00230S100RSNNJMNJM7/27/21NJM7/23/21T.O.FOOTING:4846.27'SCALE: 14" = 1'-0"BRIDGE A PARTIAL SECTION8'-0" WIDE PRECASTCONCRETE ARCHEDBRIDGE SECTIONLINE OFFINISHEDCURB48.02 LF OF24" AND 30" RCP PIPE@1.5% SLOPECL ROADWAY12'-9"5'-0"2'-6"STONE VENEER AND ATTACHMENTSNOT SHOWN, TO BE PROVIDEDBY OWNERCAST IN PLACEFOOTING AND BACKWALLSLOPE 2%1'-4"PILASTER BEYOND(MIN.)NOTE 1NOTES:1. PROVIDE BITUMIMOUS DAMPROOFING ON ALL EXPOSED PIPE, PRECAST ARCHED BRIDGE SECTION, AND CAST-IN-PLACE BACKWALL.T.O.FOOTING:4846.27'T.O.FOOTING:4846.27'T.O.FOOTING:4846.27'T.O.FOOTING:4846.27'T.O.FTG:4846.27'T.O.FTG:4846.27'T.O.FOOTING:4846.27'SEE GEN.STRUCT. NOTESFOR BACKFILL REQU.24" RCP ABOVE @ 1.5% SLOPEINV OUT: 4848.99'24" RCP ABOVE @ 1.5% SLOPEINV OUT: 4849.71'30" RCP ABOVE @ 1.5% SLOPEINV IN: 4849.21'TYP.TYP.CLPIERCLPIER 8'-0" WIDE x16'-0" SPAN PRECASTCONCRETE ARCHEDBRIDGE SECTIONSCALE: 1/4" = 1'-0"BRIDGE B FOUNDATION PLAN6'-3"7'-0"7'-0"1'-6"6" MAX.4"2'-0"LINE OF FINISHEDROADWAY ANDCURB ABOVETYP.TYP. @PIERTYP. @BACKWALLTYP. @PRECASTPARTIALBRIDGESECTIONBRIDGEELEVATIONNOTE 1NOTES:1. CUT AND LEAVE EXTENSION OF EXISTING PIPE PAST NEW BACKWALL AS SHOWN. PROVIDE ADDITIONAL REINFORCING IN BACKWALL AROUND PIPE AS INDICATED IN DTL. E/S3.2. STONE VENEER AND ATTACHMENTS NOT SHOWN, TO BE PROVIDED BY OWNER.3. REFER TO OVERALL ELEVATION, DETAIL 1/S3, FOR REQUIRED HORIZONTAL ALIGNMNET OF PRECAST ARCHED BRIDGE SECTION AND ACCOMPANYING CAST-IN-PLACE FOOTINGS AND WALLS.4. PROVIDE BITUMIMOUS DAMPROOFING ON ALL EXPOSED PIPE, PRECAST ARCHED BRIDGE SECTION, AND CAST-IN-PLACE BACKWALL.5.VERFY AND COORDINATE ALL FOOTING ELEVATIONS WITH ENGINEER AND USE FIREHYDRANT G (TECHNOLOGY BLVD & 29TH) AS A DATUM ELEV: 4854.95'PRECAST TOCAST IN PLACECONCRETEWALL, TYP.3" TYP.NOTE 2,TYP.NOTE 3TYP.TYP.PARTIALBRIDGESECTIONLINE OF FINISHEDROADWAY ANDCURB ABOVE1'-3"TYP.6'-6"BRIDGEELEVATIONTYP.TYP.TYP.CL ROADWAYABOVETYP.TYP.CL PIPESABOVENOTE 2,TYP.TYP. @PIERTYP. @PRECASTTYP. @BACKWALLPRECAST TOCAST IN PLACECONCRETEWALL, TYP.8'-0" WIDE x16'-0" SPAN PRECASTCONCRETE ARCHEDBRIDGE SECTIONNOTE 3NOTE 4,TYP.NOTE 4,TYP.2'-0"CL PIERCLPIERCLPIERCLPIERVERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6558\002.02\ACAD\SHEETS\S101-FOUNDATION PLANS-BRIDGE B.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/27/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY PUDPHASE 4 APARTMENTSBOZEMANMTFOUNDATION PLANSBRIDGE B6558.00231S101RSNNJMNJM7/27/21NJM7/23/21T.O.FOOTING:4846.34'SCALE: 14" = 1'-0"BRIDGE B SECTION8'-0" WIDE PRECASTCONCRETE ARCHEDBRIDGE SECTIONLINE OFFINISHEDCURB21.7 LF OF 24" AND 30" RCP@ 1.5% SLOPECL ROADWAY6'-3"1'-6"2'-6"SLOPE 2%1'-4"PILASTER BEYOND(MIN.)NOTE 1NOTES:1. PROVIDE BITUMIMOUS DAMPROOFING ON ALL EXPOSED PIPE, PRECAST ARCHED BRIDGE SECTION, AND CAST-IN-PLACE BACKWALL.T.O.FOOTING:4846.34'30" RCP ABOVE @ 1.5% SLOPEINV IN:4848.92'TYP.T.O.FOOTING:4846.34'T.O.FOOTING:4846.34'T.O.FOOTING:4846.34'T.O.FOOTING:4846.34'T.O.FOOTING:4846.34'8'-0" WIDE PRECASTCONCRETE ARCHEDBRIDGE SECTIONT.O.FOOTING:4846.34'NOTE 1STONE VENEER ANDATTACHMENTSNOT SHOWN, TO BEPROVIDEDBY OWNERCAST IN PLACEFOOTING AND BACKWALLLINE OFFINISHEDCURB1'-3"6'-6"MAX 6"24" RCP ABOVE @ 1.5% SLOPEINV IN :4849.42'30" RCP ABOVE @ 1.5% SLOPEINV OUT:4848.59'24" RCP ABOVE @ 1.5% SLOPEINV OUT :4849.09'PROPOSEDROADWAY ABOVESEE GEN.STRUCT. NOTESFOR BACKFILL REQU. VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6558\002.02\ACAD\SHEETS\S102-BRIDGE PLANS-BRIDGE A AND B.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/27/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY PUDPHASE 4 APARTMENTSBOZEMANMTBRIDGE PLANSBRIDGE A AND B6558.00232S102RSNNJMNJM7/27/21NJM7/24/21TYP.TYP. @PIERTYP. @BACKWALLTYP. @PRECASTTYP. @HEADWALLLINE OF FINISHEDCURBPRECAST TOCAST IN PLACECONCRETEWALL, TYP.SCALE: 1/4" = 1'-0"BRIDGE A PLANNOTES:1. STONE VENEER AND ATTACHMENTS NOT SHOWN, TO BE PROVIDED BY OWNER.2. REFER TO OVERALL ELEVATION, DETAIL A/S200, FOR REQUIRED HORIZONTAL ALIGNMNET OF PRECAST ARCHED BRIDGE SECTION AND ACCOMPANYING CAST-IN-PLACE FOOTINGS AND WALLS.NOTE 1, TYP.NOTE 28'-0" WIDE x 16'-0"SPAN PRECASTCONCRETE ARCHEDBRIDGE SECTION, TYP.LINE OF FINISHEDCURB48.02 LF OF 30"RCP @ 1.5% SLOPEINV IN: 4849.21'PARTIALBRIDGESECTIONPARTIALBRIDGESECTIONBRIDGEELEVATIONBRIDGEELEVATIONCL PROPOSEDROADWAY12'-9"5'-0"TYP.TYP.CL PIPESBELOWVARIES12'-9"5'-0"TYP.TYP.TYP. @PIERTYP. @PRECASTTYP. @BACKWALLTYP.PRECAST TOCAST IN PLACECONCRETEWALL, TYP.TYP. @HEADWALLSCALE: 1/4" = 1'-0"BRIDGE B PLANNOTES:1. STONE VENEER AND ATTACHMENTS NOT SHOWN, TO BE PROVIDED BY OWNER.2. REFER TO OVERALL ELEVATION, DETAIL A/S200, FOR REQUIRED HORIZONTAL ALIGNMNET OF PRECAST ARCHED BRIDGE SECTION AND ACCOMPANYING CAST-IN-PLACE FOOTINGS AND WALLS.TYP. @BACKWALLLINE OF FINISHEDCURBPARTIALBRIDGESECTIONBRIDGEELEVATIONCL PROPOSEDROADWAYCL PIPESBELOW1'-3"6'-6"TYP.TYP.TYP. @PIERTYP. @PRECASTTYP.PRECAST TOCAST IN PLACECONCRETEWALL, TYP.TYP.TYP.TYP. @PIERTYP. @BACKWALLTYP. @PRECASTTYP.LINE OF FINISHEDCURBPRECAST TOCAST IN PLACECONCRETEWALL, TYP.NOTE 1, TYP.NOTE 28'-0" WIDE x 16'-0"SPAN PRECASTCONCRETEARCHEDBRIDGE SECTION,TYP.PARTIALBRIDGESECTIONBRIDGEELEVATION6'-3"1'-6"TYP.TYP.48.02 LF OF 24"RCP @ 1.5% SLOPEINV IN: 4849.71'30" RCPINV OUT:4848.49'24" RCPINV OUT:4848.99'21.7 LF OF 30"RCP @ 1.5% SLOPEINV IN: 4848.92'21.7LF OF 24"RCP 1.5% SLOPEINV IN: 4849.42'30" RCPINV OUT:4848.59'24" RCPINV OUT:4849.09' SCALE: NTSBRIDGE ELEVATIONPRECAST CONCRETEARCHED BRIDGESECTIONAPPROXIMATE LINEOF FINISHED GRADE24" AND 30"RCP @ 1.5% SLOPEVARIESSTONE VENEER ANDATTACHMENTS NOT SHOWN,TO BE PROVIDEDBY OWNERCL OF PRECAST ARCHED BRIDGESECTION AND EXISTING PIPES,SEE NOTE 1LIGHTPOLE AND ATTACHMENTS,ABOVE, TYP., BY OWNERT.O. FOOTING,BRIDGE A=4846.27'BRIDGE B=4846.34'SEE PLANSEE PLAN5'-0"LINE OF FINISHEDGRADE BEYONDCAST IN PLACEFOOTING AND RETAINING WALLNOTES:1. PRECAST CONCRETE ARCHED BRIDGE SECTION SHALL BE CENTERED ON EXISTING PIPES.2. REFER TO PAGE S100 TO DETERMINE BRIDGE A AND BRIDGE B3. PROVIDE BITUMIMOUS DAMPROOFING ON ALL EXPOSED PIPE, PRECAST ARCHED BRIDGE SECTION, AND CAST-IN-PLACE BACKWALL.1'-4"T.O. FINISHGRADE =BRIDGE A:4856.19'BRIDGE B: 4856.26'NOTE 2#6 @ 12"O.C. TRANS.,T & BNON-SHRINK GROUT,MASTERBUILDER'S"MASTERFLOW 713"OR APPROVED EQUALNOTE: VERIFY KEYWAY DIMENSIONS W/ PRECAST MANUFACTURERPRIOR TO POURING FOOTING.4'-0"SEE NOTESEE NOTE1'-2"SEE GEN.STRUCT. NOTES FOR BACKFILL REQU.#6 @ 12"O.C. TRANS.,T & B(5) #6 LONG., T & B,EVENLY SPACED4'-0"1'-0"2"CLEAR,TYP.5'-0"7'-0"14"#5 @ 10" O.C.HORIZONTAL(6) #6 DOWELS @ 1'-0" O.C.#5 VERTS @ 12" O.C.,LAPPED TO VERTS.#5 VERTS @12" O.C., LAPTO VERTS.TYP. WALL REINF.CONTINUOUS THRUPIER3'-0" (MIN.)1'-4"11"PLAN A-A#4 STIRRUPS@ 1'-6" O.C.#4 STIRRUPS@ 1'-6" O.C.SCALE: 3/4" = 1'-0"FOUNDATION DETAILRETAINING WALL PIER DETAILAAPRECAST CONCRETEARCHED BRIDGESECTIONLIGHTPOLE AND ATTACHMENTS,ABOVE, BY OWNERSTONE VENEER ANDATTACHMENTS NOT SHOWN,TO BE PROVIDEDBY OWNERPRECAST CONCRETECL PRECAST CONCRETEARCHED BRIDGE SECTIONAND FOOTING2"CLR.NOTE 3,TYP.LIGHTPOLE AND ATTACHMENTS,ABOVE, TYP., BY OWNER2'-6"LINE OFBACKWALL BEYOND(MIN.)(MIN.)8'-8"VERIFY SCALE!THESE PRINTS MAY BE REDUCED.LINE BELOW MEASURES ONE INCHON ORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!2021COPYRIGHT © MORRISON-MAIERLE, INC.,SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDATEDESCRIPTIONNO.BYN:\6558\002.02\ACAD\SHEETS\S200-FOUNDATION DETAILS.DWG PLOTTED BY:ROSIE NICKELSON ON Jul/27/2021REVISIONSDRAWN BY:DSGN. BY:APPR. BY:DATE:Q.C. REVIEWDATE:BY:2880 Technology Blvd WestBozeman, MT 59718406.587.0721www.m-m.netengineers surveyors planners scientistsMorrisonMaierleBOZEMAN GATEWAY PUDPHASE 4 APARTMENTSBOZEMANMTBRIDGE DETAILS6558.00233S200RSNNJMNJM7/27/21NJM7/23/21T.O.FOOTING:BRIDGE A=4846.27'BRIDGE B=4846.34'T.O.FOOTING:BRIDGE A=4846.27'BRIDGE B=4846.34'REINFORCINGINTERRUPTED BYOPENINGPROVIDE BARS W/ AREAEQUAL TO INTERRUPTEDREINF. PLACE 12 OF THIS REINF. EA. SIDE OF OPNG.@ 3" MAX. SPACING.OPNG. AS REQ'D.PROVIDE (1)#5DIAGONAL @ EA. LAYEROF REINF. - 4 SIDES.SCALE: NTSOPENING REINFORCEMENTLAP LENGTH#5 @ 10" O.C. HORIZ.#6 FULL HEIGHTVERTICAL DOWELS@ 12" O.C., DRILLED &EPOXIED W/ HILTI HITHY150, CTRD. INHEADWALLSCALE: 1" = 1'-0"HEADWALL DETAILPRECAST CONCRETEARCHED BRIDGESECTION2'-6"4"3"EMBEDSTONE VENEER ANDATTACHMENTSNOT SHOWN,TO BE PROVIDEDBY OWNERFINISHEDGRADET.O. ARCH,BRIDGE A:4854.85BRIDGE B: 4854.92(MIN.)#5x1'-3" DOWELS@ 10" O.C., DRILLED &EPOXIED W/ HILTI HIT HY150, CTRD.IN CAST-IN-PLACE SECTION,LAPPED TO WALL REINF.CAST-IN-PLACE REATAININGWALL AND REINF., SEE PLANSCALE: 1" = 1'-0"CONNECTION PLAN DETAILPRECAST CONCRETEARCHED BRIDGESECTION4"3"EMBEDSTONE VENEER AND ATTACHMENTSNOT SHOWN, TO BE PROVIDEDBY OWNERPRECASTERS STANDARDJOINT SEAL ANDWATERPROOFING, TYP.7'-0"14"#5 @ 10" O.C.HORIZONTAL#6 DOWELS @ 1'-0" O.C.,CTRD. IN WALL#6 @ 12"O.C. TRANS.,T & B#5 VERTS @ 12" O.C.,LAPPED TO VERTS.PRECAST CONCRETEARCHED BRIDGESECTIONT.O. WALL=BRIDGE A=4854.85BRIDGE B=4854.923'-0"1'-1"10"SCALE: 3/4" = 1'-0"BACKWALL DETAILSEE GEN. STRUCT. NOTES FOR BACKFILL REQU.(4) #6 LONG., T & B,EVENLY SPACED3" DIA. PVC DRAIN SLEEVE,W/ METAL MESH COVER,@ 6'-0" (MAX.) O.C.UNDISTURBED NATIVE GRAVELAND SANDY SOILS6" COMPACTED STRUCTURAL FILLLEVELING COURSE, SEE GEN.STRUCT. NOTES FOR REQU.T.O.FOOTING:BRIDGE A=4846.27'BRIDGE B=4846.34'7'-0"14"#5 @ 10" O.C.HORIZONTAL#6 DOWELS @ 1'-0" O.C.SEE GEN. STRUCT. NOTES FOR BACKFILL REQU.#6 @ 12"O.C. TRANS.,T & B(5) #6 LONG., T & B,EVENLY SPACED#5 VERTS @ 12" O.C.,LAPPED TO VERTS.1'-0"1'-3"2"CLEAR2'-6"3'-0" (MIN.)UNDISTURBED NATIVE GRAVELAND SANDY SOILS6" COMPACTED STRUCTURAL FILLLEVELING COURSE, SEE GEN.STRUCT. NOTES FOR REQU.10"SCALE: 3/4" = 1'-0"RETAINING WALL DETAILFINISHED GRADESTONE VENEER AND ATTACHMENTSNOT SHOWN, TO BE PROVIDEDBY OWNER3" DIA. PVC DRAIN SLEEVE,W/ METAL MESH COVER,@ 6'-0" (MAX.) O.C.T.O.FTG.:BRIDGE A=4846.27'BRIDGE B=4846.34'UNDISTURBED NATIVE GRAVELAND SANDY SOILS6" COMPACTED STRUCTURAL FILLLEVELING COURSE, SEE GEN.STRUCT. NOTES FOR REQU.UNDISTURBED NATIVE GRAVELAND SANDY SOILS6" COMPACTED STRUCTURAL FILLLEVELING COURSE, SEE GEN.STRUCT. NOTES FOR REQU.(4) #6 LONG., T & B,EVENLY SPACED10"