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Home My WebLink About19073 Drawings06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_City Submittal Cover.dwgCVRCOVER SHEETOSTERGAARD04.23.2019 CITY COMMENTSROSAWEST BOZEMAN ASC & MOBAMBULATORY SERVICE CENTER & MEDICAL OFFICE BUILDING02.12.2019CITY CONDITIONAL USE PERMIT SUBMITTALPROJECT LOCATION5031 S Cottonwood RdBOZEMAN, MT 59718LAND USE MAP (CONST. ACCESS)LocatorPROPERTY OWNERBozeman Health915 Highland BlvdBozeman, MT 59715406-414-500JOINT OWNER(S) - DEVELOPMENTBozeman Health (owner) &United Surgical Partners International (USPI)15305 Dallas ParkwayAddison, TX 75001972-713-3500SHEET INDEXFOR VISUALIZATION PURPOSES ONLYCIVILxV001TOPOGRAPHIC SURVEYxxC001GENERAL NOTES, HORIZONTALCONTROL AND LEGENDxxC002DEMOLITION PLANxC010STAGING AREA PLANxxxC100OVERALL SITE PLAN AND CODE COMPLIANCExxC101ENLARGED SITE PLANxxC102ENLARGED SITE PLANxxC103ENLARGED SITE PLANxxC104ENLARGED SITE PLANxxC105ENLARGED SITE PLANxxC106ENLARGED SITE PLANxxxC200OVERALL GRADING AND DRAINAGE PLANXXxC201ENLARGED GRADING AND DRAINAGE PLANxxC202ENLARGED GRADING AND DRAINAGE PLANxxC207RETENTION POND SECTIONSxxC300ENLARGED UTILITY PLANxxC3016" FIRE SERVICE PLAN AND PROFILIEXXC3024" WATER SERVICE PLAN AND PROFILExxC400CIVIL DETAILSxxC401CIVIL DETAILSXXC402CIVIL DETAILSXXC403CIVIL DETAILSXC404CIVIL DETAILSXC405CIVIL DETAILSAPPLICATION DATA:PROJECT PARKING STATISTICSMEDICAL OFFICE BUILDING = 218 (*125% = 273 MAXIMUM ALLOWED)(4) SPACES PER 34 FTE DOCTORS OR DENTISTS = 136 + (1) SPACE PER 82 FTE EMPLOYEE = 82 TOTAL REQUIRED PARKING SPACES = 214205 NON-ACCESSIBLE + 9 ACCESSIBLE (8 REGULAR + 1 VAN)TOTAL PROVIDED PARKING SPACES = 249 (*25% = 63 MAXIMUM COMPACT)240 NON-ACCESSIBLE (229 REGULAR + 11 COMPACT) + 9 ACCESSIBLE (7 REGULAR + 2 VAN)BICYCLE PARKINGSPACES REQUIRED (10% OF REQUIRED PARKING) = 25SPACES PROVIDED = 26ZONING B-2 COMMUNITY BUISINESS DISTRICTCURRENT LAND USE WAREHOUSE, VACANTPROPOSED LAND USE MEDICAL OFFICE BUILDING (PERMITTED)LAND PARCEL SIZEGROSSNET (MINUS PUBLIC ACCESS EASEMENTS)ACRES (SUBJECT SITE) = 5.02 ACRES= 4.61 ACRESSQUARE FOOTAGE (SF) = 218,864 SF= 200,818 SFSITE STATISTICS(USING NET)=100%200,818 SF PERCENTAGE OF BUILDINGS =10.7%21,411 SFPERCENTAGE OF DRIVES AND PARKING =47.9%96,276 SF.PERCENTAGE OF SETBACKS, O.S. & LANDSCAPE =41.4%83,131 SFPERCENTAGE OF PUBLIC RIGHT-OF-WAY=0%0 SF BUILDING INFORMATION EXISTING NET (FAR)PROPOSED NET (FAR)TOTAL (USING NET)FLOOR TO SITE RATIO (FAR) 0 SF (REMAINING)21,411 SF(1:9)= 21,411 SF/ 200,818 SFBUILDINGS/ STRUCTURES TOTAL21,411 SF (10.7%) 21,411 SF(10.7%)= 21,411 SF(10.7%)MAIN BUILDING21,411 SF(10.7%)21,411 SF(10.7%)= 21,411 SF (10.7%)SUPPORT BLDGS0SF(0%) 0 SF(0%)= 0 SF (0%)(FOOTPRINT ONLY)LEGAL DESCRIPTION (TO BE AGGREGATED):LOYAL GARDEN SUBDIVISION PHASE 1A, S16, T02 S, R05 E, BLOCK 1, LOTS 1, 2, & 3.ZONING MAPBLOCK FRONTAGE MAPCOTTONWOOD RD I-90HUFFINE LNNORTHNORTHNORTHNORTH'MIXED' (PURPLE LINES ALONGCOTTONWOOD, WINNOW CIR,AND ALPHA DRIVE)PROJECTPROPERTYDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019LANDSCAPExxxL101OVERALL LANDSCAPE PLANxxL102ENLARGED LANDSCAPE SITE PLANSxxL201LANDSCAPE SITE DETAILSxxxL301OVERALL PLANTING PLANxxxL302ENLARGED PLANTING PLANSxxL303ENLARGED PLANTING PLANSxxL401PLANTING DETAILSxxL601IRRIGATION DETAILSxL602IRRIGATION DETAILSCONSTRUCTION ACCESS1.HUFFINE LN TOCOTTONWOOD RDGEOTECHNICAL INFORMATIONSEE APPENDIX FOR FULL REPORT BY ALLIED ENGINEERSSERVICES, INC DATED NOVEMBER 2018.·VERY GOOD SUBSUFACE CONDITIONS.·SITE IS UNDERLAIN BY SHALLOW, SANDY GRAVELSBETINNING AT TYP. DEPTH OF 2--4'·GROUNDWATER IN LATE OCTOBER/ EARLY NOVEMBERGENERALLY RATE FROM 4.5'-6.5'COMMUNITY PLAN: COMMUNITY COMMERCIAL MIXED USESNEIGHBORHOOD CONSERVATION: NOWETLAND/WATERCOURSE: YES,JURISDICTIONAL WETLANDHISTORIC DISTRICT: NO FLOOD ZONE: NOUSABLE OPEN SPACE REQUIRED: 4,017 (2% OF PROJECT AREA)USABLE OPEN SPACE PROVIDED: 7,692 SF (3.8%) MIXEDMIXED GATEWAYMIXEDPROJECTAREAPROJECTAREASTAGINGAREADURSTONN 19TH AV 04.23.2019 CITY COMMENTS 02.19.2019 CITY CUP REVIEW 02.12.2019 CITY CUP SUBMITTAL GENERALXXXCVRCOVER SHEETB-2R-2R-OB-2'GATEWAY' (ORANGE LINESALONG HUFFINE LN)HUFFINE LNALPHA DRWINNOW CIRCOTTONWOOD RDVACANTOPENSPACEPARK MIXEDSFRESIDCOTTONWOOD RD HUFFINE LNWINNOW CIRALPHA DRHUFFINE LNCOTTONWOOD RDWINNOW CIRALPHA DRARCHITECT/ENGINEER/SURVEYCTA Architects Engineers411 E Main St, Ste 101Bozemans, MT 59715406.556.7100Project Manager: Theodore ConoverAPPLICANTThe NoliWhite Group436 Main St. Ste 204Franklin, TN 37064ELECTRICALxE100SOVERALL ELECTRICAL SITE LIGHTING PLANxxE101SENLARGED ELECTRICAL SITE LIGHTING PLAN- NORTHxE102SENLARGED ELECTRICAL SITE LIGHTING PLAN- SOUTHxxE103SELECTRICAL SITE LIGHTING CUT SHEETSARCHITECTURALxxA110FIRST FLOOR PLANxxA120SECOND FLOOR PLANxxA130THIRD FLOOR PLANxxA140ROOF PLANxxxA200EXTERIOR ELEVATIONSxxxA201EXTERIOR ELEVATIONSxxA300SECTIONS & DETAILS111 gas gas gas gas gas gas gas fo fo fo fo fo fo fo fo fo fo fo fogasgasgasgasgasgasgasgasbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bt bt bpfofogasgasgasbp bp bp bp bp bpgas 12322242526ssssssssssss ss ss ss ss ssst st ststst7420171615131812bpbpbpbpbpbpSIGNAL21sssssssssstvtvtvtv tvtvtv tv tv tv tv tv tv tv tv tv tvtvtv tvgasgasgas gas ohohohohohohohohohohohohoh oh oh oh oh oh oh oh oh oh oh wmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wmwmwmwmwmwm21191411653108ststststststssssssststsssssssssssssssssswmwmwmwmwmwmwmwm st st st st st st st ststst st bt bt bt bt bt btBBBBssDDDCOTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE HUFFINE LANERIM=4821.60INV 12" RCP(W)=4819.09*RIM=4821.46INV 12" RCP(E)=4818.65*INV 15" PVC(W)=4818.65*INV 15"=4818.39RIM=4822.83INV 8" PVC(E)=4807.57INV 8" PVC(W)=4807.45RIM=4824.488" PVC(E)INV 8" PVC(W)=4809.02RIM=4819.35INV 8" PVC(W)=4817.23SUMP=4816.8TOP=4821.68INV 8" PVC(E)=4806.39*INV 8" PVC(SW)=4806.39*BOTTOM=4801.68*RIM=4821.49INV 8" PVC(SW)=4806.85*INV 8" PVC(SE)=4806.85*INV 8" PVC(N)=4806.65*RIM=4822.89INV 15" PVC(SE)=4818.61*INV 15" PVC(NW)=4818.61*RIM=4820.99INV 15" PVC(SW)=4816.99*INV 18" PVC(NE)=4816.99*INV 15" PVC(SE)=4816.99*INV 18"=4816.46INV 12"=4816.46TOP=4818.26INV 12" PVC(E)=4816.76*INV 10"=4812.40TOP=4819.83INV 12" PVC(N)=4818.26*INV 12"=4816.46INV 10"=4814.31bp bpbpD DRIM=4814.31INV 10" PVC(W)=4812.41SUMP=4812.21RIM=4818.86INV 10" PVC(NW)=4816.68INV 8" PVC(E)=4816.65SUMP=4816.1RIM=4819.48INV 10" PVC(N)=4816.31INV 10" PVC(SE)=4816.32SUMP=4815.7BBBBBBBBBBBBBBBCCCCCBBCCCCCCCBCCCCCDBBBB4828482748264825482648244823482248214 8 2 0 48194818482148204819481748184819482048214820482148194818481848174819482248234824 48264827482748 2 8 48254825482548244823 4822 482448234823 482248214820482248 2 3 48 2 4 482 54825 SIGNAL4824482348224821482148 2 2 48184819 4817481948194 8 2 1 48 2 2 48234824 4818481948174820482148174819GOLDEN GATE AVENUEbp bp bp bp bp ga s S89°39'05"W 226.65' (226 .61' R) N0°55'48"W 371.99' (371.75' R)S10°35'07"E 198.79' RL=20.44', R=270 .00', D=4°20'18"CHORD=S2°34'58"E 20.44 'N88°39'40"E 21.48' (21.39' R)S89°03'40"W 422.80'L=203.35',R=50.00',D=233°01'33"L=46.34',R=50.00',D=53°06'20" S0°21'20"E 113.92' (113.80' R)L=24.99' (24.98' R)R=330.00',D=4°20'21"CHORD=S2°30'51"E24.99'N4°39'51"W 119.64' (119.54' R )N89°35'27"E 92.19' (92.06'R)46.37'47.69'109.30' N0°18'56"W 113.93' (113.80' R) N4°37'51"W 119.88' (119.50' R)L=52.33 ' (52.29 ' R), R=75.00', D=39°58'32"CHORD=N69°43'19"E 51.27'L=52.31' (52 .29' R), R=75.00' , D=39°57'46"CHORD=S69°40'34"W 51.26'S89°38'55"W 119.12'376.23' (376.16' R)258.55' (258.37' R)S0°21'30"E 634.78' (634.53' R)S89°03'40"W 275.67' (275.53' R)N89°03'40"E 275.81' (275.62' R)N89°03'40"E 21.22' RN89°39'25"E 38.78' RN0°20'17"W 50.00' RBENCHMARK:CP1 - FIRE HYDRANT ARROW BOLT LOCATED IN THE BOULEVARD AT THENORTH-EAST QUADRANT OF THE WINNOW CIRCLE CUL-DE-SAC. ELEVATIONADJUSTED FROM OPUS DERIVED NAVD88 TO CITY OF BOZEMAN DATUM (NAVD88 -19.4 FEET - www.bozeman.net/ government/engineering/permits-plans-projects/BenchmarkMap and Table). NOTE THAT BENCHMARK ELEVATIONS SHOWN ON THE LOYALGARDENS ASBUILT BENCHMARK SHEET AND BENCHMARK ELEVATIONS LISTED ONTHE CITY OF BOZEMAN BENCHMARK DATABASE ARE IDENTICAL TO ONE ANOTHERBUT THE PUBLISHED DATUM DIFFERS FROM THE CITY DATUM BY APPROXIMATELY2.3 FEET.EXAMPLE:CTA CONTROL POINT #30 ELEVATION= 4828.73 (CITY OF BOZEMAN DATUM)SAME BENCHMARK LISTED ON LOYAL GARDENS BENCHMARK SHEET= 4826.46CITY OF BOZEMAN BENCHMARK DATABASE #2205= 4826.46DIFFERENCE= 2.27 FEET.CONTOUR INTERVAL = 1 FOOTUNDERGROUND PUBLIC UTILITIES WERE LOCATED FROM MARKS FOUND ON THEGROUND IN RESPONSE TO TICKET 18052474. LOCATION OF EXISTING UTILITIESWERE DETERMINED IN ACCORDANCE WITH ASCE 38-02 'STANDARD GUIDELINEFOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.THERE MAY BE OTHER EXISTING UTILITIES NOT INDICATED ON THIS DRAWING.UTILITY QUALITY LEVEL 'B' LOCATED FROM INFORMATION OBTAINED THROUGHTHE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TODETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OFSUBSURFACE UTILITIES.UTILITY QUALITY LEVEL 'C' LOCATED FROM INFORMATION OBTAINED BYSURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BYUSING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TOQUALITY LEVEL 'D' INFORMATION.UTILITY QUALITY LEVEL 'D' LOCATED FROM INFORMATION DERIVED FROMEXISTING RECORDS OR ORAL RECOLLECTIONS.CALL TWO WORKING DAYS BEFORE YOU DIG - 811BCDLEGENDSANITARY SEWER MANHOLESTORM DRAIN MANHOLEFIRE HYDRANT / CONTROL POINTWATER SHUTOFFSTORM DRAIN INLETUTILITY POLEGUYWIRETRANSFORMERTELEPHONE OR TV PEDESTALPOWER METER OR POWER HANDHOLEDECIDUOUS TREECONIFEROUS TREEBUSHCONCRETEASPHALTGRAVELLANDSCAPINGSANITARY SEWER LINESTORM DRAIN LINEWATER LINEUNDERGROUND POWEROVERHEAD UTILITY LINEUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEUNDERGROUND GASFENCELINE - CHAINLINKFOUND PROPERTY CORNER AS NOTEDFENCELINE - WOODENCONTROL POINTSIGNAL POLEWELLWATER VALVESINGLE POLE SIGN OR AS NOTEDssstwmbpohfobtgasDOUBLE POLE SIGNLIGHT POLE - ONE LIGHT AND DIRECTIONGAS METERSTORM DRAIN OPEN GRATEIRRIGATION CONTROL VALVEFENCELINE - BARBED WIREXBOLLARD OR AS NOTED16PROPERTY BOUNDARY - APPROXIMATE - SUBJECTPROPERTY BOUNDARY - APPROXIMATE - ADJACENTBUILDINGEDGE OF VEGETATION AT DRIPLINELIGHT POLESANITARY SEWER CLEANOUT1UNDERGROUND TELEVISIONtvCABLE OR COMMUNICATIONS VAULTWATER MANHOLEMEASUREMENT ASSUMED FROM LOYAL GARDEN ASBUILT PLANS 4800.00*CONTROL POINT TABLEPOINT #13456789101112131415161718192021222324252627DESCRIPTIONCP FH ARROW BOLTYPC 12251REBARYPC 12251YPC 12251MAG NAIL WITH 0.13 SHINER 9518ESYPC UNREADABLEYPC12251YPC UNREADABLEYPC 12251RPC12251 HALF INCH REBARRPC 12251 HALF INCH REBARYPC 12251RPC 12251 HALF INCH REBARRPC 12251 HALF INCH REBARRPC 12251 HALF INCH REBARRPC 12251 HALF INCH REBARYPC 12251RPC 12251 HALF INCH REBARYPC 12251CP MAG NAILFH ARROW BOLTCP MAG NAILCP MAG NAILCP MAG NAILMAG NAIL WITH 0.13 SHINER 9518ESNORTHING20499.2720463.8020465.1820504.4620599.7420830.0320397.9420133.8220165.1820169.8420170.3420188.1120206.6420289.3220309.7420309.3920284.4320423.2820423.6020462.5420391.0620823.1820431.3120531.3920834.7420825.38EASTING28071.6828096.7128323.3228075.3828141.7127622.6327742.9527924.2428028.4428088.2228109.7028157.7928325.0128078.5428077.6228017.6128018.7128016.9028076.9927904.5327787.1428336.1028325.0828331.6028314.5127346.86ELEVATION4825.02'4822.79'4824.64'4822.31'4819.97'4816.41'4821.93'4825.69'4825.61'4825.91'4826.20'4826.41'4826.89'4823.27'4822.86'4822.98'4823.39'4822.47'4821.67'4820.20'4822.02'4822.44'4824.85'4823.59'4820.59'4815.51'DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.13.18 09:26 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_V001.dwgV001TOPOGRAPHIC SURVEYWORK COMPLETEDJULY 21, 2018VERNONUSPI_SURGCENT HY D ohlohlohlohlohlohlohlohlohlohlohl124689111314ACDEFHJGI3710512KB6" SSINV 4817.2' GRID A1N:20799.10E:28091.82GRID A8N:20799.72E:28191.82GRID A14N:20800.35E:28293.15GRID E1N:20723.76E:28092.29GRID E8N:20724.39E:28192.29GRID E14N:20725.02E:28293.62GRID H1N:20693.76E:28092.48GRID H8N:20694.39E:28192.48GRID H14N:20695.02E:28293.81WSOLEGENDSANITARY SEWER MANHOLESTORM DRAIN MANHOLEFIRE HYDRANT / CONTROL POINTWATER SHUTOFFSTORM DRAIN INLETUTILITY POLEGUYWIRETRANSFORMERTELEPHONE OR TV PEDESTALPOWER METERBUSHDECIDUOUS TREECONIFEROUS TREECONCRETEASPHALTGRAVELSANITARY SEWER LINE - EXISTINGLANDSCAPINGSTORM DRAIN LINE - EXISTINGWATER LINE - EXISTINGUNDERGROUND POWER - EXISTINGOVERHEAD UTILITY LINE - EXISTINGUNDERGROUND FIBER OPTIC - EXISTINGUNDERGROUND TELEPHONE - EXISTINGFENCELINE - CHAINLINKUNDERGROUND GAS - EXISTINGFOUND PROPERTY CORNER AS NOTEDFENCELINE - WOODENCONTROL POINTSIGNAL POLEWELLWWATER VALVESINGLE POLE SIGN OR AS NOTEDwmbpohgasDOUBLE POLE SIGNLIGHT POLE - ONE LIGHT AND DIRECTIONGAS METERSTORM DRAIN OPEN GRATEIRRIGATION CONTROL VALVEFENCELINE - BARBED WIREXHYD BOLLARD OR AS NOTEDPROPERTY BOUNDARY - APPROXIMATE - SUBJECTPROPERTY BOUNDARY - APPROXIMATE - ADJACENTBUILDINGEDGE OF VEGETATION AT DRIPLINEGLIGHT POLESANITARY SEWER CLEANOUTCOSDUNDERGROUND TELEVISION - EXISTINGCABLE OR COMMUNICATIONS VAULTWATER MANHOLE4800.00*MEASUREMENT ASSUMED FROM LOYAL GARDEN ASBUILT PLANS SIGNAL HANDHOLESIGNAL PEDESTALPOWER PEDESTALPOWER HANDHOLESIGNAL BURIED LINE - EXISTINGSIGNAL CROSSWALKFSANITARY SEWER LINE - NEWSTORM DRAIN LINE - NEWFIRE LINE - NEWASPHALT - PROPOSEDCONCRETE - PROPOSEDASPHALT HEAVY DUTYUNDERGROUND POWER - NEWWATER MAIN - NEWWATER SERVICE - NEWCOMMUNICATION LINE - NEWNATURAL GAS - NEWSSSTWMBPWSCOMMNGTRENCH DRAINGRAVEL - PROPOSEDCURB AND GUTTER - SPILLCURB AND GUTTER - CATCHCURB AND GUTTER - LAYDOWNFIRE LANE - RED PAINTED CURBPoint TablePoint #500050015002500350045005500650075008Northing20799.1020799.7220800.3520723.7620724.3920725.0220693.7620694.3920695.02Easting28091.8228191.8228293.1528092.2928192.2928293.6228092.4828192.4828293.81DescriptionGRID A1GRID A8GRID A14GRID E1GRID E8GRID E14GRID H1GRID H8GRID H14DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C001.dwgC001GENERAL NOTES,HORIZONTAL CONTROLAND LEGENDRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C001HORIZONTAL CONTROLSCALE: 1" = 30'NORTH REFPROPOSED BUILDINGGENERAL NOTES1.ALL WORK, MATERIALS AND DETAILS PERTAINING TO CONSTRUCTION SHALL BE IN COMPLETE ACCORDANCE WITH THEMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS) 6TH EDITION, APRIL 2010, & ADDENDUMS, CITY OFBOZEMAN MODIFICATIONS TO M.P.W.S.S., PROJECT SPECIFICATIONS AND ALL OTHER GOVERNING AGENCIES'STANDARDS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE.2.CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING CONSTRUCTION. CONTRACTOR SHALLOBTAIN AND COMPLY WITH ALL CURRENT REQUIREMENTS OF NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM(NPDES), INCLUDING THE PREPARATION AND MAINTENANCE OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP)THROUGHOUT THE DURATION OF THE PROJECT.3.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION.4.THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL AIR POLLUTION CONTROLAUTHORITY.5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES. THE CONTRACTOR IS RESPONSIBLETO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION.6.CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH OWNER, CITY OF BOZEMAN AND ENGINEER/ ARCHITECT PRIOR TO DEMOLITION ACTIVITIES.7.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS INACCORDANCE WITH MUTCD GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT.8.OWNER WILL SECURE ALL NECESSARY UTILITY PERMITS REQUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTORSHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH PERMIT REQUIREMENTS.9.UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGEOF A MONTANA LICENSED LAND SURVEYOR.10.THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE CONSTRUCTION SITE AT ALLTIMES. ANY APPROVED DEVIATIONS IN CONSTRUCTION FROM THE APPROVED DRAWINGS SHALL BE NOTED ON THIS SET.THE LOCATION AND DEPTH OF ALL UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMESAND AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST. FAILURE TO COMPLY MAY RESULTIN DELAY IN PAYMENT AND/OR FINAL ACCEPTANCE OF THE PROJECT.11.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD DRAWINGSCONTAINING ALL AS-BUILT INFORMATION TO THE ENGINEER.12.IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE OWNER, ANY WORK IS FOUND TO BE DEFECTIVE OR NOT INACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR DRAWINGS, AND UPON WRITTEN NOTICE FROM THEENGINEER OR OWNER, THE CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN SEVEN (7) CALENDAR DAYS OFRECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO RESPOND TO THE WRITTEN NOTICE, THE OWNER MAY CORRECTTHE WORK AT THE CONTRACTORS EXPENSE.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TOPROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON AS WELL AS THE LEGAL DISPOSAL OF WASTEIN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.14.CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER TRADES.15.SAFETY - NEITHER THE OWNER OR THE ENGINEER WILL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY MEASURES ORREGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BESOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS,AND REGULATIONS.16.BURNING SHALL BE PROHIBITED.17.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTHDISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.SHOP AND FABRICATION DRAWINGS NOTES1.THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX INFORMATION, MATERIALTESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIORTO PLACEMENT OF MATERIALS. FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGSWHICH REQUIRE REVISION OR CORRECTIONS.2.ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY FOR ERRORS OR OMISSIONS,OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETEPERFORMANCE IN ACCORDANCE WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS.ACCESS NOTES1.CONTRACTOR SHALL COORDINATE ACCESS, STAGING AND STOCKPILE LOCATIONS WITH OWNER.2.CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR BETTER CONDITIONS.EXISTING UTILITY NOTES1.EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON THESE PLANS TO A LEVEL OF QUALITY IN ACCORDANCEWITH ASCE 38-02.2.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING MATERIAL TYPES OF ALL EXISTINGUTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OF THE PROJECT BY CONTACTING THEIR RESPECTIVEOWNERS. ALL COSTS RELATED TO LOCATING EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY.NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF POTENTIAL CONFLICTS.3.THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CITY OF BOZEMAN A MINIMUM OF 5 BUSINESS DAYS PRIOR TOTHE START OF CONSTRUCTION.GEOTECHNICAL REPORT1.REPORT TITLED, "GEOTECHNICAL REPORT, BOZEMAN HEALTH AMBULATORY CARE FACILITY, SOUTHWEST CORNER OFHUFFINE LN / COTTONWOOD RD, BOZEMAN, MONTANA", PREPARED BY ALLIED ENGINEERING SERVICES INC., DATEDNOVEMBER 2018ABBREVIATIONSCOBCITY OF BOZEMANDET.DETAILFETSFULL END TERMINATION SECTIONINVINVERTMPDESMONTANA POLLUTION DISCHARGE ELIMINATION SYSTEMMPWSSMONTANA PUBLIC WORKS STANDARD SPECIFICATIONSMUTCDMANUAL OF UNIFORM TRAFFIC CONTROL DEVICESNWENORTHWEST ENERGYRCPREINFORCED CONCRETE PIPESTD.STANDARDSWPPPSTORMWATER POLLUTION PREVENTION PLAN 1 04.23.2019 CITY COMMENTS1 fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngngngngngbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bt bt bt bt bpfofobp bp bp bp bp bpng SHYDHY Dss HUFFINE LANECOWSOWSOfmfmfmfmfmfm fm fm fm fm fmGGGGst ststststDD DDDDGGGbslbslbslbslbslbslbslbslbslbslssssssssssSStv tvtvtv tvtvtv tv tv tv tv tv tv tv tv tv tvtvtvtv OLD R&S SUPPLYBUILDING (VACANT)ng ng ng ng ng ng ng ng ng ng ng ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohlWW wmwmwmwmwmwmwmwswm wmwmwmwmwm wm wm wm wmststststststfmfmfmsssssssssssssswmwmwmwmwmwmwmwm ststst st st ststst bt bt bt bt bt btSOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE Gbp bpb p st st stststngngngngngGOLDEN GATE AVENUEBAXTER CREEK bp bp bp bp bpUTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlONLYONLYONLYONLYONLYONLY11111222222234555555567788999999101112121313141415161616161616161617171718181819212022222.0' MINSAWCUT1423232323232323232323232354'47'DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C002.dwgC002DEMOLITIONPLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C002DEMOLITION PLANSCALE: 1" = 40'020'40'80'NORTH REFKEY NOTES1REMOVE EXISTING CONCRETE.2REMOVE EXISTING CURB.3REMOVE EXISTING SIGN.4REMOVE EXISTING BLDG, LOADING DOCK AND FOUNDATION.5REMOVE EXISTING TREE.6REMOVE EXISTING BUSH(ES).7REMOVE EXISTING CURB STOP AND SERVICE PIPE BACK TO WATERMAIN. CAP AND PLUG AT WATER MAIN.8REMOVE EXISTING IRRIGATION WELL.9REMOVE EXISTING ICV.10REMOVE EXISTING BURIED POWER. COORDINATE WITH NORTHWESTENERGY.11REMOVE EXISTING POWER PULL BOX AND RELOCATE.12REMOVE EXISTING CATCH BASIN AND ASSOCIATED STORM PIPE.13REMOVE EXISTING FENCING.14REMOVE EXISTING BURIED TELEPHONE. COORDINATE WITH UTILITY.15REMOVE EXISTING NATURAL GAS LINE. COORDINATE WITHNORTHWEST ENERGY.PROJECT CONDITIONS1.STRUCTURES TO BE DEMOLISHED WILL BE DISCONTINUED IN USE AND VACATED PRIOR TO THE START OF WORK.2.THE OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF STRUCTURES TO BE DEMOLISHED.3.CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER ASPRACTICABLE. VARIATIONS WITHIN STRUCTURES MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONSPRIOR TO START OF DEMOLITION WORK.4.UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS OR SPECIFIED BY THE OWNER, ITEMS OF SALVAGEABLEVALUE TO CONTRACTOR SHALL BE REMOVED FROM SITE AND STRUCTURES. STORAGE OR SALE OF REMOVED ITEMS ONSITE WILL NOT BE PERMITTED AND SHALL NOT INTERFERE WITH OTHER WORK SPECIFIED IN CONTRACT DOCUMENTS.SITE PREPARTION1.PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES, TEMPORARY BARRIERS, AND SECURITY DEVICES PRIORTO THE START OF DEMOLITION.2.PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES WHICH ARE NOT TO BEDEMOLISHED. REPAIR DAMAGE CAUSED BY DEMOLITION OPERATIONS AT NO COST TO OWNER.3.THE CONTRACTOR IS RESPONSIBLE TO PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDEBRACING AND SHORING AS NEEDED.4.MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND OPERABLE CONDITION UTILITIES THAT ARE TOREMAIN. PREVENT INTERRUPTION OF EXISTING UTILITY SERVICE TO OCCUPIED OR USED FACILITIES, EXCEPT WHENAUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURINGINTERRUPTIONS TO EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER.5.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANYDEMOLITION ACTIVITIES.DEMOLITION NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS AND PINS.2.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURINGCONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRSSHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS3.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.4.THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANYOTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USESUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS IS TO INCLUDE, BUT NOT LIMITED,FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITHPERFORMANCE CRITERIA FOR OSHA.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING DEMOLITION, WHICH INCLUDES BUT ISNOT LIMITED TO CONSTRUCTION FENCING, BARRICADES, SIGNAGE, ETC.6.THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT OWNER AS TO SPECIFIC DETAILS REGARDING REMOVAL OFEXISTING BUILDINGS, CONTENTS AND ASSOCIATED APPURTENANCES.7.THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND INCLUDE IN THE BID ANY AND ALLITEMS TO BE REMOVED, DEMOLISHED, OR MAINTAINED AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECTWHETHER THEY ARE SHOWN ON THIS PLAN OR NOT.8.ALL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE AT THE CONTRACTORSEXPENSE UNLESS OTHERWISE INDICATED BY THE OWNER. AN APPROPRIATE DUMP SITE SHALL BE NOMINATED BY THECONTRACTOR PRIOR TO THE START OF CONSTRUCTION.9.THE CONTRACTOR SHALL VERIFY LOCATIONS AND MATERIAL TYPES OF ALL UTILITIES PRIOR TO THE START OFDEMOLITION.10.THE CONTRACTOR SHALL CONTACT OTHERS (ARBOR MEDIC) FOR ANY RELOCATION OF EXISTING TREES PRIOR TOCONSTRUCTION.11.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO NOT ALLOW WATER TO POND INEXCAVATION AREAS, AND MAINTAIN ALL EXISTING DRAINAGE PATTERNS.12.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE BARRICADES AND SIGNS INACCORDANCE WITH MUTCD GUIDANCE AND AS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. EFFECTIVELIGHTING OF OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT.13.PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATEPROPERTY ADJACENT TO HIS WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THECONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL IMPROVEMENTS WITHIN OR ADJACENTTO THE WORK AREA WHICH ARE NOT DESIGNATED FOR REMOVAL, AND WHICH ARE DAMAGED OR REMOVED AS ARESULT OF OPERATIONS.16REMOVE EXISTING ASPHALT.17EXISTING STORM PIPE TO REMAIN.18EXISTING STORM MANHOLE / CATCH BASIN TO REMAIN.19EXISTING SANITARY SEWER PIPE TO REMAIN.20REMOVE EXISTING SANITARY SEWER SERVICE. CAP AND PLUG LINE.21REMOVE EXISTING WATER SERVICE LINE. CUT AND PLUG LINE.22EXISTING SANITARY SEWER FORCE MAIN TO REMAIN.23EXISTING TREES TO REMAIN. SEE LANDSCAPE PLANS FOR PROTECTIONSPECIFICATIONS. 1 04.23.2019 CITY COMMENTS1111 SHYDHY D HUFFINE LANEGGGGst ststststDD DDDDGGSSohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohlWstststststst ststst st st ststst SOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE st st stGOLDEN GATE AVENUEBAXTER CREEKUTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlONLYONLYONLYONLYONLYONLY1ST FFE = 4823 STAGINGAREAPHASE 1STAGINGAREAPHASE 2DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C010.dwgC010STAGING AREA PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C010STAGING AREA PLANSCALE: 1" = 40'020'40'80'NORTH REFPROPOSED BUILDINGCONSTRUCTION NOTES1.THE CONTRACTOR SHALL INSTALL SILT FENCE OR EQUAL EROSION CONTROL MEASURES TO PREVENT SEDIMENTATION OFTHE EXISTING DETENTION POND.2.THE CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURING THE STAGING AREA.3.RESTORATION OF THE STAGING AREA INCLUDES RE-GRADING OF THE SITE PER THE CIVIL DRAWINGS AND VEGETATIONAPPLICATIONS PER THE LANDSCAPE DRAWINGS. SHYDHYD GGGGst ststststDDD DDDDGGSSSohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohlWststst ststst st stst st st BAXTER CREEKUTILBLDG ohlohlohlohlohlONLYONLYONLYONLYONLYONLYONLY ONLY ONLYONLY ONLYONLYONLYONLY 1ST FFE = 4823 1C1031C1061C1041C1011C1051C102N0°55'48"W 371.99' (371.75' R)L=20.44', R=270.00', D=4°20'18"CHORD=S2°34'58"E 20.44'N88°39'40"E 21.48' (21.39' R)S89°03'40"W 422.80'L=203.35',R=50.00',D=233°01'33"L=46.34',R=50.00',D=53°06'20"S0°21'20"E 113.92' (113.80' R)L=24.99' (24.98' R)R=330.00',D=4°20'21"CHORD=S2°30'51"E24.99'N4°39'51"W 119.64' (119.54' R)N89°35'27"E 92.19' (92.06'R)46.37'47.69'109.30'N0°18'56"W 113.93' (113.80' R)N4°37'51"W 119.88' (119.50' R)L=52.33' (52.29' R), R=75.00', D=39°58'32"CHORD=N69°43'19"E 51.27'L=52.31' (52.29' R), R=75.00', D=39°57'46"CHORD=S69°40'34"W 51.26'S89°38'55"W 119.12'376.23' (376.16' R) 258.55' (258.37' R) S0°21'30"E 634.78' (634.53' R)S89°03'40"W 275.67' (275.53' R)N89°03'40"E275.81'(275.62' R)N89°39'25"E 38.78' RN89°03'40"E 21.22' RN0°20'17"W 50.00' RINGRESSEGRESSINGRESSEGRESSINGRESSEGRESS82'22'33'80'PROPOSED BUILDINGBAXTER CREEK PROPERTY LINE100-YRFLOODPLAINSETBACKEXST SHARED USE PATHWAY, TYP.EQUIP. YARD/DUMPSTERSTORM/SNOWSTORM/SNOW WATERCOURSESETBACK ZONE 2EXTENTSTORM/SNOW STORM/SNOW25' BLDG SETBACK10' SETBACK/ UTILITY ESMT 10' SETBACK/ UTIL ESMT 10' SETBACK 30' UTILITY ESMT35' ACCESS ESMTADD'L 10' UTILITY ESMT 10' SETBACK /UT ILESMT 40' UTILESMT30' ACCESSESMTDITCHESMTUTILITY ESMT HIGHWATERWETLAND50'MARSHADJUSTEDPATH,TYP.ADJUSTEDCURB,TYP.NEWACCESSESMT, TYP.VISIONTRIANGLE, TYP.50'50'371.99422.80 STREET FRONTAGE:REQ. 9, PROS. 9634.78 STREETFRONTAGE: REQ. 13PROPS. 13236.76 STREETFRONTAGE TREES: REQ.5 EXST. 9295.75 STREET FRONTAGE: REQ. 6 LARGE EXSTING 5 LARGE 2SMALLUTILITY ESMT.EXST SHARED USEPATHWAY, TYP.PROP.COMPACTPARKING.PROP.COMPACTPARKING. ZONE 1EXTENTBIKE RACKSBIKE RACKSROW120.0'HUFFINE LANESOUTH COTTONWOOD ROAD WINNOW CIRCLE ALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C100.dwgC100OVERALL SITE PLANANDCODE COMPLIANCERISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C100OVERALL SITE PLAN AND CODE COMPLIANCESCALE: 1" = 50'025'50'100'NORTH REFCONSTRUCTION NOTES1.THE CONTRACTOR SHALL REFER TO BUILDING PLANS FOR LOCATION AND DIMENSIONS OF SLOPED PAVING, EXITPORCHES, TRUCK DOCKS, BUILDING DIMENSIONS, BUILDING ENTRANCE LOCATIONS, TOTAL NUMBER, LOCATIONS ANDSIZES OF ROOF DOWNSPOUTS.2.ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED AS SHOWN IN THE NATIONAL MANUAL ON UNIFORM TRAFFICECONTROL DEVICES FOR STREETS AND HIGHWAYS EXCEPT AS NOTED ON THE PLANS.3.ALL CURB RADII SHOWN ARE TO FACE OF CURB.4.ALL PAVING DIMENSIONS ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE NOTED.5.ALL COORDINATES SHOWN ARE TO FACE OF CURB OR OUTSIDE OF WALL.6.THE CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT.7.THE CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER IN GRADE, SIZE, TYPE AND ALIGNMENT AT ADJACENTROADWAYS.8.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION,SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO ORBETTER THAN EXISTING CONDITIONS.9.ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS.PAVING NOTES1.PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.2.REPORT TITLED, "GEOTECHNICAL REPORT, BOZEMAN HEALTH AMBULATORY CARE FACILITY, SOUTHWEST CORNER OFHUFFINE LN / COTTONWOOD RD, BOZEMAN, MONTANA", PREPARED BY ALLIED ENGINEERING SERVICES INC., DATEDNOVEMBER 2018ROW150.0'VARIESALONG SUBJECTPROPERTY79.4'18.0'9.0'16.0'16.0' 1 04.23.2019 CITY COMMENTS111111 HYDHY D HUFFINE LANEGDGohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlng ngBAXTER CREEK PROPOSED BUILDING1ST FFE = 4823 814571711169.0'TYP18.0'TYP3R4.00'24.0'TYP24.0'TYP24.0'TYP24.00'10R4.00'1322231111121R4.00'R4.00'R4.00'R4.00'R28.00'R12.00'21524.00'24.00'111191011111018161155992020TYP63.00'12.00'6.00'90.00'14.00'58.15'1.00'14.00'178.00'TYP1.0'TYP54.00'14.00'14.00'24.00'24.00'28.0'TYP1.00'R4.0'TYP81.00'14.00'R4.00'12.00'14.00'16.00'9.00'111515151534433344444665.00'5.30'3.50'4.00'4.00'18.00'8.25'16.18'9.30'2222412252543222.0'7.00'7.00'2627DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C101.dwgC101ENLARGED SITE PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C101ENLARGED SITE PLAN - NORTHSCALE: 1" = 20'010'20'40'NORTH REFKEY NOTES132457689111012INSTALL STANDARD DUTY ASPHALT. SEE DETAIL 2/C401.CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 2/C400.CONSTRUCT SPILL CURB. SEE DETAIL 3/C400.CONSTRUCT CATCH CURB. SEE DETAIL 4/C400.CONSTRUCT REINFORCED CONCRETE SIDEWALK. SEE DETAIL 8/C400.PAINT 4" WIDE WHITE PARKING STRIPING.PROPOSED BUILDING. SEE ARCHITECTURAL PLANS.INSTALL STORMWATER CURB INLET, SEE DETAIL 3/C403.INSTALL NO PARKING SIGN, SEE DETAIL 12/C400.INSTALL CURB CUT. SEE DETAIL 9/C401.1314161517CONSTRUCT CONCRETE SIDEWALK PEDESTRIAN RAMP, SEE DETAIL 1/C401.CONSTRUCT STORM WATER CATCH BASIN, SEE DETAIL 2/C403.191820EXISTING ASPHALT.EXISTING SIDEWALK.222123EXISTING TREE.EXISTING LIGHT POLE .PAINT 2FT WHITE CROSS WALK STRIPING.CONSTRUCT STORMWATER DETENTION POND. SEE SHEET C200.EXISTING SHARED USE TRAIL.PAINT CURB WITH RED EPOXY PAINT FOR FIRE LANE AS INDICATED WITHSHADING.CONSTRUCT CONCRETE SIDEWALK PEDESTRIAN RAMP, SEE DETAIL 13/C401.CONSTRUCT VALLEY GUTTER. SEE DETAIL 5/C400CURB AND GUTTER - SPILLCURB AND GUTTER - CATCHLEGENDASPHALT - PROPOSED24LANDSCAPE FEATURES. SEE LANDSCAPE PLANS.CONSTRUCT STAIRWAY WITH RAILING. SEE DETAIL 4/C404.25EXISTING ASPHALT SHARED USE TRAIL. 1 04.23.2019 CITY COMMENTS126BIKE RACKS. SEE LANDSCAPE PLANS.5.00'5.00'27CONSTRUCT CONCRETE CHANNEL. SEE DETAIL 8/C404.1111111 SHYDGWINNOW CIRCLEGOLDEN GATE AVENUEALPHA DRIVEGOLDEN GATE AVENUE1111116101045213715131321324.00'24.00'24.00'5.00'7.00'5.00'10.50'R4.00'R4.0'TYPR4.00'R25.00'R25.00'R10.50'18.0'TYP9.0'TYP924.00'14895.00'5522333444416101722248.99'2.00'MINR10.50'24.00'63.00'9.00'90.00'14.00'14.00'24.00'9.00'72.00'R4.0'TYPR4.0'TYP1.0'TYP14.5'TYP9.00'81.00'14.00'28.0'TYP14.00'2224.00'R4.00'R288.00'TYP36.00'1.0'TYPR276.00'5.00'R4.00'7.00'10121216.00'9.0'TYP36.00'28.0'TYP28.0'TYP17171717171718181818551388111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C102.dwgC102ENLARGED SITE PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C102ENLARGED SITE PLAN - SOUTHSCALE: 1" = 20'010'20'40'NORTH REFKEY NOTES132457689111012INSTALL STANDARD DUTY ASPHALT. SEE DETAIL 2/C401.CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 2/C400.CONSTRUCT SPILL CURB. SEE DETAIL 3/C400.CONSTRUCT CATCH CURB. SEE DETAIL 4/C400.CONSTRUCT REINFORCED CONCRETE SIDEWALK. SEE DETAIL 8/C400.PAINT 4" WIDE WHITE PARKING STRIPING.INSTALL STORMWATER CURB INLET, SEE DETAIL 3/C403.INSTALL CURB CUT. SEE DETAIL 9/C401.1314161517CONSTRUCT PEDESTRIAN RAMP, SEE DETAIL 13/C401.EXISTING ASPHALT.EXISTING SIDEWALK.EXISTING SANITARY SEWER MANHOLE.CONSTRUCT STORMWATER DETENTION POND.EXISTING SHARED USE TRAIL.CONSTRUCT PEDESTRIAN RAMP. SEE DETAIL 1/C401.CONSTRUCT VALLEY GUTTER. SEE DETAIL 5/C40014.00'24.0'TYP24.00'1.00'CURB AND GUTTER - SPILLCURB AND GUTTER - CATCHLEGEND18EXISTING TREE TO REMAINASPHALT - PROPOSED 1 04.23.2019 CITY COMMENTS11CONSTRUCT PEDESTRIAN RAMP. SEE DETAIL 7/C401.1111111 SHYD18165.00'7.00'R20.50'1317R20.50'R20.50'R4.00'R12.00'R38.50'110279245.00'1559142447945.00'R4.00'R10.00'R10.00'R68.65'R73.65'R4.00'R49.00'R20.50'24.00'24.00'7.00'20.00'14.50'8.87'18.39'R2.00'R15.00'R44.00'R3.00'16.50'5.00'7.50'5.00'2.00'MIN19R28.00'209105.00'861111551212192148'4'DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C103.dwgC103ENLARGED SITE PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C103ENLARGED SITE PLAN - CULDESACSCALE: 1" = 10'05'10'20'NORTH REFKEY NOTES132457689111012INSTALL STANDARD DUTY ASPHALT. SEE DETAIL 2/C401.CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 2/C400.CONSTRUCT SPILL CURB. SEE DETAIL 3/C400.CONSTRUCT CATCH CURB. SEE DETAIL 4/C400.CONSTRUCT REINFORCED CONCRETE SIDEWALK. SEE DETAIL 8/C400.PAINT 4" WIDE WHITE PARKING STRIPING.CONSTRUCT VALLEY GUTTER, SEE DETAIL 5/C400.PAINT 2FT WHITE CROSS WALK STRIPING.INSTALL CURB CUT. SEE DETAIL 9/C401.1314161517EXISTING LIGHT POLE .CONSTRUCT CONCRETE SIDEWALK RAMP. SEE DETAIL 1/C405.EXISTING TREE.EXISTING SANITARY SEWER MANHOLE.EXISTING SIDEWALK.18EXISTING ASPHALT.19CONSTRUCT STORMWATER CONTROL STRUCTURE. SEE SHEET C200.CONSTRUCT CONCRETE SIDEWALK RAMP, SEE DETAIL 7/C401.CURB AND GUTTER - SPILLCURB AND GUTTER - CATCHLEGENDEXISTING FIRE HYDRANTASPHALT - PROPOSED 1 04.23.2019 CITY COMMENTSCONSTRUCT DOUBLE GUTTER. SEE DETAIL 3/C405.20CONSTRUCT CONCRETE SIDEWALK RAMP. SEE DETAIL 2/C405.111111121INSTALL ASPHALT PATCH. SEE DETAIL 6/C405. PROPOSED BUILDING1ST FFE = 482321698104145157131125.00'7.00'6.00'5.00'7.00'40.00'181816151017R4.50'R4.50'R41.50'R30.00'R3.00'1717106R4.00'6192211TYP.1718253994R11.00'349.00'R15.00'311TYP.20.00'14.00'5.27'22.46'R33.00'R33.00'24.17'20.67'33.88'R8.00'R4.00'R3.00'7.00'10.00'7.00'49.00'63.00'16.50'3.00'5.25'TYP14.00'191920201.75'2 PL1.00'2 PL40.00'21211214518224219.00'7.00'23DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C104.dwgC104ENLARGED SITE PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C104ENLARGED SITE PLAN - ADA PARKINGSCALE: 1" = 10'05'10'20'NORTH REFKEY NOTES132457689111012INSTALL STANDARD DUTY ASPHALT. SEE DETAIL 2/C401.CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 2/C400.CONSTRUCT SPILL CURB. SEE DETAIL 3/C400.CONSTRUCT CATCH CURB. SEE DETAIL 4/C400.CONSTRUCT REINFORCED CONCRETE. SEE DETAIL 8/C400.PAINT 4" WIDE WHITE PARKING STRIPING.PROPOSED BUILDING. SEE ARCHITECTURAL PLANS.INSTALL STORMWATER CURB INLET, SEE DETAIL 3/C403.INSTALL NO PARKING SIGN, SEE DETAIL 12/C400.CONSTRUCT LAY DOWN SPILL CURB, SEE DETAIL 4/C401.INSTALL WHEEL STOP, SEE DETAIL 13/C400.1314161517CONCRETE STEPPING STONES. SEE LANDSCAPE PLANS.CONSTRUCT HEATED REINFORCED CONCRETE, SEE DETAIL 10/C400.CONSTRUCT PEDESTRIAN CROSS WALK, SEE DETAIL 1/C401.INSTALL ADA SIGN, SEE DETAIL 6/C401.INSTALL ADA PARKING STRIPING, SEE DETAIL 5/C401.CONSTRUCT CONCRETE PEDESTRIAN RAMP, SEE DETIAL 8/C401.18CONSTRUCT CURB AND GUTTER TAPER, SEE DETAIL 10/C401.19CONSTRUCT VALLEY GUTTER. SEE DETAIL 5/C400CURB AND GUTTER - SPILLCURB AND GUTTER - CATCHLEGENDASPHALT - PROPOSED20LANDSCAPE EDGING. SEE LANDSCAPE PLANS.21INSTALL 6" BOLLARD. SEE DETAIL 11/C400 1 04.23.2019 CITY COMMENTS112.35'11.60'10.10'39.94'19.94'7.0'22CONSTRUCT LAY DOWN CATCH CURB, SEE DETAIL 3/C401.23BIKE RACKS. SEE LANDSCAPE PLANS.1111111111111 ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl 22216194131020151171872815561229.75'21.00'32.25'46.50'R75.00'R5.00'7.50'7.00'5.00'5.00'6.00'194239R24.00'R36.00'R3.00'R4.00'R4.00'R4.00'211416.50'3.50'7.00'6.67'7.33'11.33'3.33'2.50'7.00'10.11'7.00'5.77'9.75'21.83'5.50'10.33'28.00'82.50'412.00'2.00'10.00'3.50'5.00'8.00'28.17'3.27'3.18'3.50'19210201.00'3.16'5.00'1122235.00'6.33'11.33'DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C105.dwgC105ENLARGED SITE PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C105ENLARGED SITE PLAN - MECHANICAL SCALE: 1" = 10'05'10'20'NORTH REFCONSTRUCT MECHANICAL YARD WITH BLOCK WALLS. SEEARCHITECTURAL AND STRUCTURAL PLANS.INSTALL 8" BOLLARD. SEE DETAIL 11/C400.INSTALL GATES. SEE ARCHITECTURAL PLANS.KEY NOTES132457689111012INSTALL STANDARD DUTY ASPHALT. SEE DETAIL 2/C401.CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 2/C400.CONSTRUCT SPILL CURB. SEE DETAIL 3/C400.CONSTRUCT CATCH CURB. SEE DETAIL 4/C400.CONSTRUCT REINFORCED CONCRETE. SEE DETAIL 8/C400.PAINT 4" WIDE WHITE PARKING STRIPING.PROPOSED BUILDING. SEE ARCHITECTURAL PLANS.CONSTRUCT LAY DOWN SPILL CURB, SEE DETAIL 3/C401.INSTALL CURB CUT. SEE DETAIL 9/C401.1314161517CONSTRUCT CONCRETE GENERATOR SLAB. SEE DETAIL 9/C400.INSTALL ADA SIGN, SEE DETAIL 6/C401.INSTALL ADA PARKING STRIPING, SEE DETAIL 5/C401.191820EXISTING TREE.CONSTRUCT STORMWATER DETENTION POND.CONSTRUCT CURB AND GUTTER TAPER, SEE DETAIL 10/C401.DUMPSTER.24.00'21EXISTING SHARED USE PATH.CURB AND GUTTER - SPILLCURB AND GUTTER - CATCHLEGENDASPHALT - PROPOSED6.11'4.80'5.00'4.80'23°22CONSTRUCT CONCRETE CT CABINENT AND CONTROL BOX SLAB. SEEDETAIL 2/C404.23CONSTRUCT CONCRETE TRANSFORMER SLAB. SEE DETAIL 3/C404. 1 04.23.2019 CITY COMMENTS1CONSTRUCT LAY DOWN CATCH CURB, SEE DETAIL 4/C401.111111111 Sng ng ng ng ng ng ng ng ng ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ONLY1610.50'10R2.50'R1.50'R1.50'R14.00'R30.00'R30.00'R30.00'R30.00'84.34'8157102119134442914523410.50'3R90.00'9.0'TYP 18.0'TYPR4.0'TYPR3.50'R4.00'R4.00'R10.00'14.00'14.31'24.00'12.00'36.00'1.00'171714.00'2.00'26.02'1121TYPTYP57711821611920127.90'R20.00'R100.00'R26.00'7.49'18.34'DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C106.dwgC106ENLARGED SITE PLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C106ENLARGED SITE PLAN - INTERSECTIONSCALE: 1" = 10'05'10'20'NORTH REFKEY NOTES132457689111012INSTALL STANDARD DUTY ASPHALT. SEE DETAIL 2/C401.CONSTRUCT CONCRETE SIDEWALK. SEE DETAIL 2/C400.CONSTRUCT SPILL CURB. SEE DETAIL 3/C400.CONSTRUCT CATCH CURB. SEE DETAIL 4/C400.CONSTRUCT REINFORCED CONCRETE. SEE DETAIL 8/C400.PAINT 4" WIDE WHITE PARKING STRIPING.CONSTRUCT VALLEY GUTTER, SEE DETAIL 5/C400.EXISTING PEDESTRIAN RAMP.INSTALL ASPHALT SHARED USE TRAIL. MATCH EXISTING ASPHALTSECTION.PAINT 2FT WHITE CROSS WALK STRIPING.CONSTRUCT CONCRETE SIDEWALK RAMP. SEE DETAIL 4/C4051314161517EXISTING LIGHT POLE .CONSTRUCT CONCRETE SIDEWALK RAMP, SEE DETAIL 5/C405.EXISTING SANITARY SEWER MANHOLE.EXISTING SIDEWALK.EXISTING ASPHALT.12.00'CURB AND GUTTER - SPILLCURB AND GUTTER - CATCHLEGEND18EXISTING SIGN.ASPHALT - PROPOSED19INSTALL "YIELD HERE TO PEDESTRIANS" SIGN PER MUTCD # R1-5.INSTALL PER DETAIL 1/C404.20INSTALL "STOP" SIGN PER MUTCD # R1-1. INSTALL PER DETAIL 1/C404.INSTALL "NO LEFT TURN" AND "DO NOT ENTER" SIGN PER MUTCD # R3-2AND R5-1. INSTALL PER DETAIL 1/C404. 1 04.23.2019 CITY COMMENTS11111111111121CONSTRUCT CONCRETE SIDEWALK RAMP, SEE DETAIL 13/C401.11 SHYDHY D HUFFINE LANEGGGGst ststststDD DDDDGGSSohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohlWstststststst ststst st st ststst48234822 48174824 48194821 48194819 48174818 482148 2 2 SOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE 481948224824 48234826 482648274825482848 2 0 48194821 48184821482048234824 482248274825482548254824482 3 4822 482448234823 482248214820482248234824482548254824482348224821 4819st st stGOLDEN GATE AVENUEBAXTER CREEK 4815 481348164819UTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlONLYONLYONLYONLYONLYONLYSTST STSTST 1C2011C202482548254827482748274826 48214824 4 8 2 5 4823 48254823482248204823 48234823 4821 4820481848204822 481548184821482248194825 4823 4C2073C2072C2071C207DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C200.dwgC200OVERALLGRADING ANDDRAINAGEPLAND. RISTERK. DESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C200OVERALL GRADING AND DRAINAGE PLANSCALE: 1" = 40'020'40'80'NORTH REFTC 100PROPOSED 'TOP OF CONCRETE' ELEV.TBC 100PROPOSED 'TOP BACK OF CURB' ELEV.FL 100PROPOSED 'FLOW LINE' ELEV.TA 100PROPOSED 'ASPHALT' ELEV.-0.3%PROPOSED SLOPEPROPOSED CONTOUREXISTING CONTOURTW 100PROPOSED 'TOP OF WALL' ELEV.MEG 100PROPOSED 'MATCH EXISTING GRADE' ELEV.DRAINAGE AND GRADING LEGENDGRADING NOTES1.SITE GRADING SHALL NOT PROCEED UNTIL THE SWPPP HAS BEEN IMPLEMENTED.2.ALL EARTHWORK AND GRADING SHALL PROCEED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION DATEDNOVEMBER 2018, PREPARED BY ALLIED ENGINEERING SERVICES, INC.3.NO MATERIAL SHALL BE EXCAVATED, MOVED, OR COMPACTED WITHOUT THE PRESENCE OR AUTHORIZATION OF THEOWNER'S REPRESENTATIVE.4.THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES PRIOR TOCOMMENCING EARTH. NOTIFY ENGINEER OF ANY UNFORESEEN CONDITIONS.5.CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND REPAIR BACK TO ORIGINALCONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION.6.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.7.GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED.8.PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE FOOT (1').9.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHERAGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING.10.THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH BUILDING PLANS ANDSPECIFICATIONS.11.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EARTHDISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.STORMWATER NOTES1.ALL DRAINAGE STRUCTURES SHALL MEET HEAVY DUTY TRAFFIC (HS20) LOADING UNLESS OTHERWISE NOTED AND BEINSTALLED ACCORDINGLY.2.TRENCHES SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.3.ALL PIPE MATERIAL, FITTINGS AND STRUCTURES SHALL FOLLOW THE CONSTRUCTION DRAWINGS AND CITY REQUIREMENTS.ALL STORMWATER PIPING SHALL BE ADS N-12 OR APPROVED EQUAL.4.ALL STORMWATER TRENCHING, BEDDING AND PIPE LAYING, SHALL FOLLOW THE CURRENT CITY REQUIREMENTS.5.ALL JOINTS SHALL BE “WATERTIGHT”.6.PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAINS AND REMOVE ALL FOREIGNMATERIAL FROM THE PIPING, MANHOLES, AND DRAINAGE INLETS.7.CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPES INACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.8.STORM SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT CITY STANDARDS.RIM 100PROPOSED 'RIM' ELEV.FG 100PROPOSED 'FINISHED GRADE' ELEV.BW 100PROPOSED 'BOTTOM OF WALL' ELEV.CATCH CURB AND GUTTERSPILL CURB AND GUTTERLAYDOWN CURB AND GUTTER 1 04.23.2019 CITY COMMENTS1 HYDHY D HUFFINE LANEGst st st st ststststDG ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlststststststng ngBAXTER CREEKHYD HY D HUFFINE LANEGst st st st ststststDG ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlststststststng ngBAXTER CREEK STSTSTSTST STSTSTPROPOSED BUILDING1ST FFE = 4823STSTSTSTST STST2513455-2.3% -1. 1 % -3.2% -4.1% -7.4% -2. 8 % -3. 0 % -3. 0 %-2.6%-2.7%-3.4%-2.2%-2.8%-2.3%-2.7%-3.3%-1.6%-4.2%-1.7%-3.5%-3.8%-4.9%-1.6% -10.1% -7.5%7981011211314151617181819201264820 4818 48174818 482048224820482248234823 4822482548244824 4 8 2 3 482 24823 4824 48234823 4819-1.7%-1.3% -1.7% 4820 4822 1948152223232424244820 48 2 0 4 8 2 0 4821 481848154820481948164818481948164815481348154819481548164817481748154814481548174819482048214821482048194818 4 8 2 1 48 2 14823 48224823 4821 482 02C2073C207 4C207224-9.1%262729283030DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C201.dwgC201ENLARGED GRADINGPLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C201ENLARGED GRADING PLAN - NORTHSCALE: 1" = 20'010'20'40'NORTH REFTC 100PROPOSED 'TOP OF CONCRETE' ELEV.TBC 100PROPOSED 'TOP BACK OF CURB' ELEV.FL 100PROPOSED 'FLOW LINE' ELEV.TA 100PROPOSED 'ASPHALT' ELEV.-0.3%PROPOSED SLOPEPROPOSED CONTOUREXISTING CONTOURTW 100PROPOSED 'TOP OF WALL' ELEV.MEG 100PROPOSED 'MATCH EXISTING GRADE' ELEV.DRAINAGE AND GRADING LEGENDRIM 100PROPOSED 'RIM' ELEV.FG 100PROPOSED 'FINISHED GRADE' ELEV.BW 100PROPOSED 'BOTTOM OF WALL' ELEV.CATCH CURB AND GUTTERSPILL CURB AND GUTTERLAYDOWN CURB AND GUTTERKEY NOTES12STORM DETENTION POND #2. VOLUME = 2871 CFINSTALL STORM CONTROL STRUCTURE. SEE DETAIL 6/C4043STORM DETENTION POND #3. VOLUME = 5821 CF4STORM DETENTION POND #4. VOLUME = 3574 CF5INSTALL CURB CUT. SEE DETAIL 9/C401.650 LF OF 10" STORM LINE @ 1% SLOPE7STCB 6.0, CURB INLETRIM: 4821.83INVERT IN (E): 4816.90INVERT OUT (W): 4816.8SEE DETAIL 3/C403.8STCB 4.0, CATCH BASINRIM: 4821.90INVERT IN (N): 4818.78INVERT IN (E): 4818.78INVERT OUT (S): 4818.68SEE DETAIL 2/C403.9STCB 3.0, CURB INLETRIM: 4821.90INVERT OUT (W): 4820.42SEE DETAIL 2/C403.10INSTALL 82 LF OF 6" STORM LINE @ 2.0% SLOPE11INSTALL 22 LF OF 10" STORM LINE @ 1.0% SLOPE12INSTALL 116 LF OF 10" STORM LINE @ 1.0% SLOPE13INSTALL 46 LF OF 4" STORM LINE @ 1.0% SLOPE14INSTALL 167 LF OF 10" STORM LINE @ 1.5% SLOPE15INSTALL 40 LF OF 10" STORM LINE @ 1.0% SLOPE16INSTALL 129 LF OF 10" STORM LINE @ 0.5% SLOPE17INSTALL 19 LF OF 8" STORM LINE @ 1.0% SLOPE. CONNECT TOEXISTING STORM CATCH BASIN.18INSTALL STORM CLEAN OUT. SEE DETAIL 6/C400.19STCB 8.0, CATCH BASINRIM: 4822.11INVERT IN (E): 4817.68INVERT OUT (N): 4817.58SEE DETAIL3/C403.20CONNECT 10" STORM LINE TO 8" BUILDING ROOF STORM LINE WITH10"X8" REDUCER. INVERT: 4819.51. SEE PLUMBING PLANS.21STCB 5.0, CATCH BASINRIM: 4822.84INVERT IN (N): 4818.18INVERT OUT (W): 4818.08SEE DETAIL3/C403.22INSTALL 9 LF OF 10" STORM LINE @ 2.0% SLOPE2423INSTALL 14 LF OF 8" ADS N-12 CULVERT.INSTALL DRAINAGE SWALE. SEE DETAIL 1/C400.25INSTALL STORM CONTROL STRUCTURE. SEE DETAIL 7/C40426CONNECT 4" STORM LINE TO 3" BUILDING ROOF STORM LINE WITH4"X3" REDUCER. INVERT: 4819.85. SEE PLUMBING PLANS. 1 04.23.2019 CITY COMMENTS127INSTALL 13 LF OF 10" STORM LINE @ 0.0% SLOPEINSTALL 16 LF OF 8" STORM LINE @ 0.0% SLOPE28CONSTRUCT CONCRETE CHANNEL. SEE DETAIL 8/C404.29EXISTING STORM MANHOLE AND STORM PIPE.3011111111 SHYDGWINNOW CIRCLEGOLDEN GATE AVENUEALPHA DRIVEGOLDEN GATE AVENUEST ST STSTSTST21-1.9%-2.0%-2.1%-2 . 1%-3.4%-3.4%-2 . 0% - 1 . 9%-3.4%-2.8%-2.7%-2.7%-2.6%-2.7%-3.4%-6.0% -1 .8%-3.7%43567-6.9%-1 .5% 4821 4823 4825 4824482548264827482648254 8 2 6 4 8 2 5 48 2 5 48264827 4826 4823 4823 4 8 2 5 4 8 2 4 4823 4 8 2 5 4824 4823482348224820 48234 8 2 2482348244823482248224822 482248 2 3 4 8 2 4 4825482 4 48244826482548244823 4824 4825 4824 48231C20789 -7.3%10DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C202.dwgC202ENLARGED GRADINGPLANRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C202ENLARGED GRADING PLAN - SOUTHSCALE: 1" = 20'010'20'40'NORTH REFTC 100PROPOSED 'TOP OF CONCRETE' ELEV.TBC 100PROPOSED 'TOP BACK OF CURB' ELEV.FL 100PROPOSED 'FLOW LINE' ELEV.TA 100PROPOSED 'ASPHALT' ELEV.-0.3%PROPOSED SLOPEPROPOSED CONTOUREXISTING CONTOURTW 100PROPOSED 'TOP OF WALL' ELEV.MEG 100PROPOSED 'MATCH EXISTING GRADE' ELEV.DRAINAGE AND GRADING LEGENDRIM 100PROPOSED 'RIM' ELEV.FG 100PROPOSED 'FINISHED GRADE' ELEV.BW 100PROPOSED 'BOTTOM OF WALL' ELEV.CATCH CURB AND GUTTERSPILL CURB AND GUTTERLAYDOWN CURB AND GUTTERKEY NOTES12STORM DETENTION POND #1. VOLUME = 7990 CFINSTALL STORM CONTROL STRUCTURE. SEE DETAIL 5/C40434567STCB 2.0, CURB INLETRIM: 4822.71INVERT OUT (W): 4821.21SEE DETAIL 1/C403.STCB 1.0, CURB INLETRIM: 4824.01INVERT OUT (S): 4821.47SEE DETAIL 1/C403.INSTALL 25 LF OF 8" STORM LINE @ 0.5% SLOPEINSTALL 37 LF OF 8" STORM LINE @ 1.0% SLOPEINSTALL 114 LF OF 8" STORM LINE @ 0.77% SLOPE8STCB 9.0, CURB INLETRIM: 4824.20INVERT IN (S): 4821.40INVERT OUT (NW): 4821.30SEE DETAIL 1/C403.9INSTALL 10 LF OF 8" STORM LINE @ 1.0% SLOPE 1 04.23.2019 CITY COMMENTS110INSTALL 13 LF OF 8" STORM LINE @ 0.0% SLOPE111 TOP OF POND: 4823.00TOP OF POND: 4824.50CONTROL STRUCTURESEE DETAIL 5/C4048" INLET PIPE8" OUTLET PIPE STORAGESEE LANDSCAPE PLANSFOR VEGETATION MIX4:14:1BOTTOM OF POND: 4821.001.00' FREEBOARD8" INLET PIPE STORAGESEE LANDSCAPE PLANSFOR VEGETATION MIX.4:14:1TOP OF POND: 4818.00BOTTOM OF POND:4815.0010" INLET PIPE10" OUTLET PIPECONTROL STRUCTURESEE DETAIL 7/C4041.00' FREEBOARDTOP OF POND: 4820.0010" INLET PIPE STORAGESEE LANDSCAPE PLANSFOR VEGETATION MIX.4:14:110" INLET PIPE8" OUTLET PIPETOP OF POND: 4822.00BOTTOM OF POND: 4820.00TOP OF POND: 4822.00CONTROL STRUCTURESEE DETAIL 6/C4041.00' FREEBOARD8" OUTLET PIPE STORAGESEE LANDSCAPE PLANSFOR VEGETATION MIX.4:14:18" INLET PIPE10" OUTLET PIPETOP OF POND: 4823.00TOP OF POND: 4823.00BOTTOM OF POND: 4820.001.00' FREEBOARDDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C207.dwgC207RETENTION PONDSECTIONSRISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.2C207DETENTION POND #2SCALE: 1" = 5'02.5'5'10'1C207DETENTION POND #1SCALE: 1" = 5'02.5'5'10'3C207DETENTION POND #3SCALE: 1" = 5'02.5'5'10'4C207DETENTION POND #4SCALE: 1" = 5'02.5'5'10' 1 04.23.2019 CITY COMMENTS1 fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo bp bpfofofobp bp bpbpSHYDHY Dfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fm fmssssssssssssssssssssStv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wmfmfmssss stbt bt bt bt btng ngbp bp bp bp bp bp bp bp bp bp ONLYONLYONLYONLYSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS STSTSTSTST ST STSTST1ST FFE = 4823WS WSFFSTSTSTST ST STSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBP BP BPBP BPBPBPBPBP BPBPBP3128 9141430.00'40.00'456710111213244SOUTH COTTONWOOD ROAD 25' BLDG SETBACK10' SETBACK/ UTILITY ESMT 10' BUILDINGSETBACK ADD'L 10' UTILITY ESMTNEWACCESSESMT,TYP.634.78 STREETFRONTAGE: REQ. 13PROPS. 13151614BUILDING SETBACK20.00'10.00'UTILITY EASEMENT BUILDING SETBACKUTILITY EASEMENTPUBLIC ACCESS EASEMENT35.00'25.00'UTILITY EASEMENTPUBLIC ACCESS EASEMENT30.00'UTILITY EASEMENTUTILITY EASEMENT1718DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C300.dwgC300OVERALLUTILITYPLAND. RISTER1C300OVERALL UTILITY PLANSCALE: 1" = 20'010'20'40'NORTH REFK. DESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.WATER NOTES1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENTMONTANA PUBLIC WORKS STANDARDS AND ANY APPLICABLE CITY OF BOZEMAN MODIFICATIONS ORAPPROPRIATE SPECIFICATIONS.2.UNLESS OTHERWISE SPECIFIED, WATER LINES SHALL BE CLASS 51 DUCTILE IRON PIPE MEETING AWWA C151. ALLSERVICES AND CONNECTIONS SHALL HAVE A PRESSURE RATING OF 200 PSI AND CONFORM TO THE CURRENTMONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND ANY APPLICABLE CITY OF BOZEMANMODIFICATIONS.3.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, AND SPOOL PIECES FOR CONNECTINGNEW UTILITIES TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL REQUIRED COMPONENTS FORMAKING THE CONNECTIONS.4.THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER LINES IS 6.5 FT. WHERE AT LEAST 6.5 FT OFCOVER CANNOT BE MAINTAINED, INSTALL RIGID INSULATION BOARD ABOVE PIPING AS INDICATED ON PLANS.5.THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPE WALL TO OUTSIDE PIPE WALL)OF CLEARANCE IS MAINTAINED ON THE HORIZONTAL PLANE BETWEEN ALL WATER AND SEWER MAINS.ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OF VERTICAL CLEARANCE ISMAINTAINED BETWEEN WATER AND SEWER MAINS THAT CROSS. IMMEDIATELY NOTIFY ENGINEER OFCONFLICTS.6.LOCATIONS OF FITTINGS, BENDS, VALVES, AND OTHER APPURTENANCE ARE APPROXIMATE. PROVIDEADEQUATE SPACING BETWEEN FIXTURES TO MAINTAIN PIPE INTEGRITY. PROVIDE AS BUILT LOCATIONS FOR ALLFIXTURES.7.ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATER SUPPLY SHALL BE OPERATED BYCITY PERSONNEL ONLY.8.PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITH THE MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS 6TH EDITION, APRIL 2010, & ADDENDUMS, CITY OF BOZEMAN MODIFICATIONS TOM.P.W.S.S. AND ALL OTHER GOVERNING AGENCIES' STANDARDS.9.ALL FITTINGS SHALL BE MECHANICAL JOINT WITH CONCRETE THRUST BLOCKS MEETING CURRENT MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS 6TH EDITION, APRIL 2010, & ADDENDUMS, CITY OF BOZEMANMODIFICATIONS TO M.P.W.S.S. AND ALL OTHER GOVERNING AGENCIES' STANDARDS.10.ALL DUCTILE IRON PIPE AND FITTINGS TO BE WRAPPED IN POLYWRAP.11.PER THE CURRENT MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ) REQUIREMENTS, THECONTRACTOR SHALL HAVE THE WATER MAIN WORK (ie. TAPPING SLEEVE, GATE VALVES & PIPE INSTALLATION)INSPECTED AND TESTED PER CURRENT CITY OF BOZEMAN AND MDEQ PROCEDURES AND OBSERVED BY ADESIGNATED OWNERS INSPECTOR.SEWER NOTES1.UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CURRENTMONTANA PUBLIC WORKS STANDARDS AND ANY APPLICABLE CITY OF BOZEMAN MODIFICATIONS ORAPPROPRIATE SPECIFICATIONS.2.UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM D-3034,SDR 35 FOR 8" DIA PIPE AND SDR 26 FOR 4" OR 6" DIA PIPE. ALL SERVICES AND CONNECTIONS SHALL CONFORMTO THE CURRENT MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND ANY APPLICABLE CITY OFBOZEMAN MODIFICATIONS.3.ALL PIPES SHALL BE BEDDED WITH TYPE 1 BEDDING PER CURRENT MPWSS & ANY APPLICABLE CITY OF BOZEMANMODIFICATIONS.4.PER CURRENT MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS, THE CONTRACTORSHALL HAVE THE SEWER WORK INSPECTED AND TESTED PER DEQ PROCEDURES AND OBSERVED BY ADESIGNATED OWNERS INSPECTOR. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO FINAL SURFACERESTORATION.5.CONTRACTOR SHALL SUPPLY ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITYPIPES IN ACCORDANCE WITH MPWSS & COB SPECIFICATIONS. COST OF ALL TESTING SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.6.SANITARY SEWER PIPE AND MANHOLES SHALL BE TESTED FOR LEAKAGE PER CURRENT MONTANA PUBLIC WORKSTANDARDS AND ANY APPLICABLE CITY OF BOZEMAN STANDARDS.7.AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR SHALL CONDUCT DEFLECTION TESTING OF SANITARYSEWER PIPES BY PULLING AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCHCOMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE DESIGNED PIPE DIAMETER. TESTINGSHALL BE CONDUCTED NO MORE THAN 7 DAYS AFTER THE TRENCH HAS BEEN BACKFILLED AND COMPACTED.8.PRIOR TO MANDREL TESTING AND/OR TV INSPECTION, THE CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWERPIPE AND MANHOLES.9.CONTRACTOR SHALL FIELD VERIFY LINE AND GRADE OF ANY EXISTING AND PROPOSED UTILITY.DRY UTILITY NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSTALLATION OF ALL "DRY" UTILITIES (ELECTRIC,GAS, TELEPHONE) WITH SERVICE PROVIDERS.2.REFER TO ELECTRICAL PLANS FOR ADDITIONAL CONDUIT AND SITE LIGHTING REQUIREMENTS.3.REFER TO LANDSCAPE PLANS FOR IRRIGATION CONDUIT.4.THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-424-5555 (OR 811) AT LEAST 2 WORKING DAYS PRIOR TO ANYEARTH DISTURBING ACTIVITIES OR UTILITY EXCAVATIONS.KEY NOTES1210INSTALL 37 LF OF 4" CL 51 D.I.P. WITH MINIMUM 6.5' OF COVER. SEEPLUMBING PLANS FOR CONTINUATION INTO BUILDING. INSTALL PERCITY OF BOZEMAN STANDARD DWG # 02660-12. SEE PLAN AND PROFILESHEET C302.INSTALL 4" GATE VALVE1EXISTING SANITARY SEWER MANHOLERIM: 4822.83'INV IN (E) 8" PVC: 4807.57INV OUT (W) 8" PVC: 4807.452EXISTING 8" SANITARY SEWER MAIN.9EXISTING 8" WATER MAINEXISTING PUBLIC UTILITY EASEMENTPROPOSED BUILDING14INSTALL 36 LF OF 6" FIRE SERVICE LINE PER CITY OF BOZEMANSTANDARD DWG # 02660-13. SEE PLAN AND PROFILE SHEET C301.35CONNECT 6" SANITARY SEWER LINE TO BUILDING SEWER. INV 4817.20.SEE PLUMBING PLANS.8INSTALL 47 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT SLOPE 3.0%.4INSTALL SANITARY SEWER CLEANOUT. SEE DETAIL 6/C400CONNECT TO EXISTING 8" SANITARY SEWER MAIN. CONNECT PER CITYOF BOZEMAN STANDARD DWG # 02730-2. SEE DETAIL 4/C402.INSTALL 45° BEND W/ CLEANOUT. SEE DETAIL 2/C40267INSTALL 260 LF OF 6" PVC SANITARY SEWER SERVICE LINE AT SLOPE 3.0%.1113CONNECT NEW 4" WATER SERVICE TO EXISTING WATER MAIN WITHTAPPING TEE AND THRUST BLOCK.INSTALL 6" GATE VALVE1516CONNECT NEW 6" FIRE SERVICE TO EXISTING WATER MAIN WITHTAPPING TEE AND THRUST BLOCK. 1 04.23.2019 CITY COMMENTS117NEW NATURAL GAS LINE. SEE PLUMBING PLANS ANDCOORDINATE WITH NORTHWEST ENERGY.18NEW BURIED POWER LINES. SEE ELECTRICAL PLANS.111111111111 wmwmwmwmwmwmwmWS WS WS WSFFFFF NGNGNGNGNGNGBPBPBPBPBPBPBPBP0+00 0+4214820 48224819481048154820482548104815482048254818.024818.020+25EXISTINGGRADEPROPOSEDGRADE6.5'MIN7 LF OF 6" CL51 D.I.P.STATION 0+41.810" X 10" X 6" TAPPING TEEWITH THRUST BLOCKSTATION 0+05.0BUILDING WALLSTATION 0+38.86" GATE VALVESEE DETAIL 3/C402BUILDING FFE:4823.00'2.0' MIN OUTSIDE WALL1.0' MIN INSIDE WALL1.0' MIN.2.0' MAX6" 90° BEND FITTINGWITH THRUST BLOCK8" SCH. 40 GALV. STEEL SLEEVETHRU FLOOR. SEAL WITH LINKSEAL.11 LF 6" CLASS 51 D.I. WATER MAIN.3/4" MIN. REDI ROD, INSTALLED INEVERY OTHER AVAILABLE M.J. BOLTHOLES. 5/8" RODS ACCEPTABLEFOR 4" LINES.3 LF OF 6"CL 51 D.I.P.8 LF OF 6"CL 51 D.I.P.6 LF OF 6"CL 51 D.I.P.STATION 0+03.0INSTALL 4" OS&Y GATE VALVESTATION 0+08.46" 11.25° VERTICAL BEND FITTINGWITH MEGA LUG RESTRAINTSSTATION 0+25.56" 11.25° VERTICAL BEND FITTINGWITH MEGA LUG RESTRAINTSSTATION 0+15.06" 45° BEND FITTING W/ THRUST BLOCKSEE DETAIL 1/C402STATION 0+33.46" 45° BEND FITTING W/ THRUST BLOCKSEE DETAIL 1/C40210 LF OF 6"CL 51 D.I.P.DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C301.dwgC3016" FIRE SERVICEPLAN AND PROFILERISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C3016" FIRE SERVICE PLANSCALE: 1" = 10'NORTH REF3C301FIRE SERVICE LINECOB # 02660-13 SCALE: NONE2C3016" FIRE WATER SERVICESCALE: 1" = 10'-0"PROFILE VIEWVERTICAL SCALE: 1" = 5'KEY NOTES1CONNECT 6" FIRE LINE TO BUILDING FIRE PROTECTION SYSTEM. SEEFIRE PLANS.UNLESS NOTED OTHERWISE, CONTRACTOR TO PROVIDE ALL NECESSARYSTREET SAWCUTTING, EXCAVATION, BACKFILL, AND SURFACE RESTORATIONAS WELL AS ANY OTHER ASSOCIATED COSTS.THE CONTRACTOR SHALL RELOCATE UTILITIES AS REQUIRED.THE LOCATION AND DESCRIPTION OF ALL SHOWN UTILITIES ARE COMPILEDFROM AVAILABLE RECORDS AND FIELD SURVEYS. THE ENGINEER DOES NOTGUARANTEE THE ACCURACY NOR COMPLETENESS OF THESE SHOWN UTILITIESALL WATER MAIN TRENCHING, BEDDING/BACKFILL, TESTING AND DISINFECTIONSHALL BE PREFORMED TO THE CURRENT CITY OF BOZEMAN STANDARDS ANDTHE CURRENT MONTANA PUBLIC WORKS STANDARDS.NOTIFY THE CITY OF BOZEMAN (COB) AND THE ENGINEER A MINIMUM OF 7 DAYSPRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS, COUPLINGS, ANDSPOOL PIECES TO CONNECT NEW UTILITIES TO EXISTING UTILITIES. THESEPLANS MAY NOT SHOW ALL OF THE REQUIRED COMPONENTS FOR MAKING THECONNECTIONS.THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET (OUTSIDE PIPEWALL TO OUTSIDE PIPE WALL) OF CLEARANCE IS MAINTAINED ON THEHORIZONTAL PLANE BETWEEN ALL WATER AND SEWER/STORM MAINS.ADDITIONALLY, THE CONTRACTOR MUST ALSO ENSURE THAT 18 INCHES OFVERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER/STORMMAINS THAT CROSS.LOCATIONS OF FITTINGS, BENDS, VALVES AND OTHER APPURTENANCES AREAPPROXIMATE. CARE SHALL BE TAKEN TO AVOID PLACING VALVES IN GUTTERS.PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES.ANY EXISTING OR NEW VALVES THAT CONTROL THE CITY OF BOZEMAN WATERSUPPLY SHALL BE OPERATED BY CITY PERSONNEL ONLY.PRESSURE TEST AND DISINFECT ALL WATER LINES IN ACCORDANCE WITHSPECIFICATIONS.ALL MECHANICAL JOINT FITTINGS TO BE THRUST BLOCKED MEETING THE CITYOF BOZEMAN STANDARDS. MEGALUGS OR OTHER RESTRAINTS SHALL BEDESIGNED TO MEET MANUFACTURER'S RECOMMENDATION FOR INSTALLATION.ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED IN POLYWRAP.PER THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITYREQUIREMENTS, THE CONTRACTOR SHALL HAVE THE WATER MAININSTALLATION INSPECTED AND TESTED PER CURRENT DEQ PROCEDURES ANDCERTIFIED BY A LICENSED ENGINEER.SYSTEM CLASSIFICATIONTHIS IS A CLASS I BACKFLOW PREVENTION SYSTEM, WITH A DIRECTCONNECTION FROM A PUBLIC WATER MAIN ONLY; NO PUMPS, TANKS, ORRESERVOIRS; NO PHYSICAL CONNECTIONS FROM OTHER WATERSUPPLIES; NO ANTIFREEZE OR OTHER ADDITIVES OF ANY KIND; ALLSPRINKLER DRAINS DISCHARGING TO THE ATMOSPHERE, DRY WELLS OROTHER SAFE OUTLETS. THIS SYSTEM REQUIRES A 6" DOUBLE CHECKVALVE.FLUSHING REQUIREMENTS880 GPM IS REQUIRED FOR FLUSHING. FLUSHING AND PRESSURETESTING OF THE LINE SHALL BE DONE IN ACCORDANCE WITH NFPA 24.FIRE LINE GENERAL NOTESALL PIPES TO BE CENTERED ON THRUST BLOCKS. CONTRACTOR SHALLBE RESPONSIBLE FOR CONSTRUCTING ADEQUATE THRUST IN ALLPIPING INSTALLATION. THRUST BLOCKS NOT REQUIRED ON 2.5" ANDSMALLER LATERALS.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBEDEARTH.KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES.PIPE SHALL BE INSTALLED PER DETAIL 9/C400.HYDRANT # :88STATIC PRESSURE:PITOT PRESSURE:105WATER SUPPLY INFORMATIONGPM FLOWINGPSIPSI WITH1575CITY OF BOZEMAN WATER DEPT.BY:10/5/18DATE:RESIDUAL PRESSURE:PSILOCATION:CORNER VICTORY AND ADVANCE962324,2325EXISTING UTILITIES - ATTENTIONTHE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALLEXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND IN ADVANCE OFTHE PROJECT BY CONTACTING THEIR RESPECTIVE OWNERS.ALL COSTS RELATED TO CROSSING EXISTING UTILITIES, EXPLORATORYEXCAVATION AND OTHER METHODS OF LOCATING EXISTING UTILITIES AREINCIDENTAL AND SHALL NOT BE PAID SEPARATELY, BUT SHALL BE MERGEDWITH APPLICABLE BID ITEMS. NOT ALL UTILITIES ARE IDENTIFIED ON THE PLANS.CALL AT LEAST 2 WORKING DAYS BEFORE YOU DIG1-800-424-5555A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES INEXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ONE-CALLNOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUNDFACILITIES; OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS ANDSUBSEQUENT DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE,IMPRISONMENT, OR BOTH. THE LAW ALSO STATES THAT OSHA MAY BENOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR.ELEVATIONSARCH FINISH FLOOR ELEVATION = 100.00CIVIL FINISH FLOOR ELEVATION = 4823.00ALL ELEVATIONS SHOWN ARE BASED ON CIVIL FINISH FLOOR ELEVATIONS. 1 04.23.2019 CITY COMMENTS111111 wmwmwmwmwmwmwmWS WS WS WS F FFF F NGNGNGNGNGNGBPBPBPBPBPBPBPBP0+00 0+431 48224820481048154820482548104815482048254818.01 4818.010+25EXISTINGGRADEPROPOSEDGRADE6.5'MIN16 LF OF 4"CL 51 D.I.P.STATION 0+42.6 10" X 10" X 4" TAPING TEE WITH THRUST BLOCK STATION 0+05.0 BUILDING WALL 2 LF OF 4"CL 51 D.I.P.STATION 0+39.6 4" GATE VALVE SEE DETAIL 3/C402 INV: 4890.28 STATION 0+09.5 11.25° VERTICAL BEND FITTING WITH MEGA LUG RESTRAINTS STATION 0+32.4 45° FITTING W/T.B. SEE DETAIL 1/C4023 LF OF 4"CL 51 D.I.P.BUILDING FFE:4823.00'SEE PLUMBINGPLANS FOR CONNECTIONIN BUILDINGSTATION 0+11.6 45° FITTING W/T.B. SEE DETAIL 1/C402 STATION 0+28.1 11.25° VERTICAL BEND FITTING WITH MEGA LUG RESTRAINTS4 LF OF 4"CL 51 D.I.P.7 LF OF 4"CL 51 D.I.P.DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.2019201912.12.18 03:23 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C302.dwgC3024" WATER SERVICEPLAN AND PROFILERISTERDESPERNOTE TO CONTRACTOR -CALL 1-800-424-5555 TWO WORKINGDAYS PRIOR TO ANY EXCAVATION TOHAVE ALL EXISTING UTILITIESLOCATED.1C3024" WATER SERVICE PLANSCALE: 1" = 10'NORTH REF2C3024" WATER SERVICESCALE: 1" = 10'-0"PROFILE VIEWVERTICAL SCALE: 1" = 5'KEY NOTES1CONNECT 4" WATER SERVICE TO BUILDING WATER LINE. SEE PLUMBINGPLANS. 1 04.23.2019 CITY COMMENTS11 .5'6'1 5/8'1'1 5/8'1'2'EQ.EQ.℄ PARKING STALL #4 REBAR DOWELSECTIONPLAN#4 REBAR DOWEL#4 REBAR DOWELPRECAST CONCRETEWHEEL STOPPRECAST CONCRETEWHEEL STOPPAVEMENT FINISHGRADE13C400WHEEL STOP NOT TO SCALE1. 2% CROSS SLOPE (1/8"/FT) UNLESS OTHERWISE SPECIFIED.2. EXPANSION JOINTS EVERY 25'.NOTES:3. CONTRACTION JOINTS EVERY 5' (1" DEEP).12"24"R4"R3"FINISHED ASPHALTSURFACE TO BE 1/8"TO 1/4" ABOVEGUTTER LIPCRUSHED GRAVELBASE - 3" MIN.6"MIN.6"MIN.NOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO GEOTECHNICAL REPORT TITLED, "GEOTECHNICAL REPORT, BOZEMANHEALTH AMBULATORY CARE FACILITY, SOUTHWEST CORNER OF HUFFINE LN / COTTONWOOD RD, BOZEMAN, MONTANA", PREPARED BY ALLIEDENGINEERING SERVICES INC., DATED NOVEMBER 20182. 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.4C400CATCH CURB DETAILBOZEMAN STD DWG #02528-1 NOT TO SCALE3C400SPILL 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 ILLSEE LANDSCAPEPLANS FOR BACKFILL1/2" TO 1' SLOPE24"2.0% SLOPE2.0% SLOPE2:1 MAX CUT2:1 MAX F ILL 9"CRUSHED GRAVELBASE - 3" MIN.SEE LANDSCAPEPLANS FOR BACKFILL9"NOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO GEOTECHNICAL REPORT TITLED, "GEOTECHNICAL REPORT, BOZEMANHEALTH AMBULATORY CARE FACILITY, SOUTHWEST CORNER OF HUFFINE LN / COTTONWOOD RD, BOZEMAN, MONTANA", PREPARED BY ALLIEDENGINEERING SERVICES INC., DATED NOVEMBER 20182. 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.4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR4"4"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR2C4004" CONCRETE SIDEWALKCROSS SECTION 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 WAYS5C400VALLEY GUTTER DETAIL NOT TO SCALENON-PAVEDAREAPVC BODY FERRULEW/ SQUAREHEAD SCREW PLUGPVC BRANCH WYE45° BENDLATERALFLOWNON-PAVED ELEVATION90° BENDFLOW3.0"3.0"6C400CLEAN OUT NOT TO SCALE11C400BOLLARD DETAIL NOT TO SCALE42.0'42.0'6"6"20.0" DIA6" OR 8" DIA. POWDER-COATED YELLOWRAL # 1023CONCRETE-FILLEDSTEEL PIPE W/ DOMED TOPSEE PLAN FOR SIZESLOPE CONCRETETO DRAINFLUSH GRADEAS PER SITE PLANCONCRETEBASEGRANULARFILLLIGHT BROOMFINISH ANDTOOL EDGES38"NOTES:1.SEE PLANS FOR EXPANSION AND TOOLJOINT LAYOUT.18" X 112" TOOLEDCONTROL JOINT WITH14" ROUND EDGESEXPANSION JOINT,SEE ENLARGEMENTSGRANULAR LEVELINGBASE AS REQUIREDCOMPACTEDSUBGRADESECTIONEXPANSION JOINTENLARGEMENTGRAYELASTOMERICEXPANSION JOINTFILLER12" PREFORMEDEXPANSION JOINTMATERIAL W/REMOVABLESTRIP FOR FILLER12"CONCRETEBOND BREAK7C400CONCRETE PAVEMENT AND JOINTSSECTION NOT TO SCALE4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR6"3" MINUSPIT RUN SUB-BASE8C4006" REINFORCED CONCRETECROSS SECTION NOT TO SCALEREBAR #3 @ 12" O.C.6"1. 2% CROSS SLOPE (1/8"/FT) UNLESS OTHERWISE SPECIFIED.2. EXPANSION JOINTS EVERY 25'.NOTES:3. CONTRACTION JOINTS EVERY 5' (1" DEEP).12"18"60" MINRED LETTERS ANDBORDER ON WHITEBACKGROUND1" X 1" CHAMFERFINISH GRADENOTE:1.SIGN MODELS FROM COMPLIANCE SIGNS, AS NOTED, OR APPROVED EQUAL.NO PARKINGFIRELANE12C400FIRE LANE NO PARKING SIGN NOT TO SCALEFOUNDATION PER BOZEMANSTANDARD DRAWING #09810-1STABILIZATION FABRIC6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR6"3" MINUSPIT RUN SUB-BASE10C4006" REINFORCED CONCRETE - WITH HEAT TAPECROSS SECTION NOT TO SCALEREBAR #3 @ 12" O.C.6"1. 2% CROSS SLOPE (1/8"/FT) UNLESS OTHERWISE SPECIFIED.2. EXPANSION JOINTS EVERY 25'.NOTES:3. CONTRACTION JOINTS EVERY 5' (1" DEEP).STABILIZATION FABRIC6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR2"HEAT TAPE. SEE ELECTRICALPLANS9C400CONCRETE GENERATOR SLABCROSS SECTION NOT TO SCALE4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR8"3" MINUSPIT RUN SUB-BASEREBAR #5 @ 12" O.C.EA WAY, MID SLAB6"1. VERIFY SLAB PLAN SIZE WITH FINAL EQUIPMENT SIZE.NOTES:6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR1C400SWALESECTION NOT TO SCALE1.0'BOTTOM3:1 SLOPE3:1 SLOPE1.0'MIN02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C400.dwgC400CIVIL DETAILSRISTERDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019 1 04.23.2019 CITY COMMENTS11 7'2C401ASPHALT PAVEMENT - STANDARDCROSS SECTION NOT TO SCALENOTES:1. SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY.2. IF SUBGRADE IS OVER 5% OF OPTIMUM MOISTURE, CONTACT ENGINEER.5C401ADA PARKING STRIPING NOT TO SCALE4" SOLID WHITE, NONSLIP, STRIPE,USE THROUGHOUTPARKING LOT (TYP.)4" SOLID WHITE, NON SLIP,STRIPESIN LOADING AREAS (TYP.)ACCESSIBILITYSYMBOLWHEEL STOPDETAIL 13/C4002.0'9.0'9.0'20.0'60.0°12"6C401ADA SIGNAGE DETAIL NOT TO SCALERESERVEDPARKINGVANACCESSIBLEWITHOUT PERMIT$100 FINE'R7-8''R7-8b'ON VANACCESSIBLESPACE ONLYGREENBORDERGREENLETTERSBLUE W/ WHITEHANDICAP SYMBOLPER ANSI 4.28WHITEBACKGROUNDGREENARROWGREENLETTERSWHITEBACKGROUNDBLUEBACKGROUNDWHITELETTERS12"18"6"6"60" MINFINISHEDGRADE2" DIA. GALV. STEEL PIPEIN PIPE SLEEVE12" DIA. CONCRETEBASESONOTUBE FORMOR EQUIV.GRANULARFILL36"WELD TO SLEEVE1"X1" CHAMFER18"NOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO GEOTECHNICAL REPORT TITLED, "GEOTECHNICAL REPORT, BOZEMANHEALTH AMBULATORY CARE FACILITY, SOUTHWEST CORNER OF HUFFINE LN / COTTONWOOD RD, BOZEMAN, MONTANA", PREPARED BY ALLIEDENGINEERING SERVICES INC., DATED NOVEMBER 20182. 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.3C401DROP 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 SIDEWALKNOTES:1. SUBGRADE OR BASE COURSE COMPACTION SHALL CONFORM TO GEOTECHNICALREPORT TITLED, "GEOTECHNICAL REPORT, BOZEMANHEALTH AMBULATORY CARE FACILITY, SOUTHWEST CORNER OF HUFFINE LN / COTTONWOOD RD, BOZEMAN, MONTANA", PREPARED BY ALLIEDENGINEERING SERVICES INC., DATED NOVEMBER 20182. 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 A 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.4C401PEDESTRIAN RAMP SPILL CURBCITY OF BOZEMAN STANDARD DRAWING # 02528-1 NOT TO SCALE24"FINISHED ASPHALTSURFACE TO BE 1/8"TO 1/4" ABOVEGUTTER LIPCRUSHED GRAVELBASE - 3" MIN.6"MIN.1/2" TO 1' SLOPE9"14.5"9.5"34"4" THICK SIDEWALK315 LB. WOVEN GEOTEXTILEFABRIC (MIRAFI 600X ORAPPROVED EQUAL)TAPER TO ASPHALT LEVELELEVATIONPLAN FULL HEIGHT CURBCURB TRANSITIONFLOW LINEFULL HEIGHT CURBCURB TRANSITIONVARIES2.0'10C401CURB AND GUTTER TAPER NOT TO SCALE7C401PEDESTRIAN RAMP WITH VERTICAL CURB NOT TO SCALETRUNCATED DOMESCAST IN PLACEPANEL8.33% MAX SLOPESPILL ORCATCH CURBBEYOND, SEEDETAIL.2.0% MAX SLOPELANDINGVERTICAL CURB,SEE DETAIL 11/C401.4" CONCRETESIDEWALK,SEE DETAIL.5'0"6'0"3'0"11C401VERTICAL CURB NOT TO SCALECONCRETE12"6"VARIES6" MAXTAPERTO MATCHREFER TO DETAIL2/C400R 0.5"#4 BAR - 2" CLEARFROM TOP ANDBOTTOM EDGELANDSCAPE AREABACKFILL WITHTOP SOIL WHEREAPPROPRIATEVERTICAL CURB,BEYOND.5% MAX SLOPE6" TRANSITIONPEDESTRIANRAMP SPILLOR CATCHCURBSPILL ORCATCH CURBVERTICAL CURB,SEE DETAIL 11/C401.6" TRANSITION5'VARIES7'TRUNCATEDDOMES CAST INPLACE PANELSPILL CURB,SEE DETAIL.3/C400PEDESTRIANRAMP SPILLCURB, SEEDETAIL. 4/C4014" CONCRETESIDEWALK, SEEDETAIL. 2/C4004" CONCRETESIDEWALK,SEE DETAIL.2/C400VERTICAL CURB,SEE DETAIL11/C401.2% MAX SLOPE 8% MAX SLOPE8C401PEDESTRIAN RAMP WITH VERTICAL CURB NOT TO SCALE9C401CURB CUT NOT TO SCALE0.5'24"SECTION12"12"24"6"6"12"FRONT VIEW3" THICK CRUSHEDBASE COURSECOMPACTEDASPHALT PLANT MIXTYPE B1 1/2" MINUSCRUSHED BASE COURSESCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR12"3"T/2 T1/2 DOWEL LENGTHT = PAVEMENT THICKNESSDRILL AND EPOXYGROUT DOWELHEATEDPAVEMENTNEWPAVEMENTPAINT AND OILEND OF DOWELNOTES:1. DOWELS SHALL BE DRILLED IN THE EXISTING CONCRETE OR HEATED CONCRETE AND THE DOWELS SHALL BE BONDED INTHE DRILLED HOLES USING AN EPOXY RESIN GROUT.JOINT SEAL, SEE JOINT DETAIL12" SPACING O.C.12C401CONCRETE DOWELED JOINT NOT TO SCALE1/2" DIA SMOOTH DOWEL, 12" LONGEXISTING OR1C401PEDESTRIAN WALKWAY AT CURB & GUTTER NOT TO SCALETRUNCATED DOMESCAST IN PLACEPANELCATCH CURBBEYOND4" CONCRETESIDEWALK,SEE DETAIL.5'0"6'0"CATCH ORSPILL CURBSEE DETAIL.DROP CURB FORPEDESTRIAN RAMP,SEE DETAIL.1' TRANSITION1' TRANSITION6"6" " MINUS UNCRUSHEDSANDY GRAVELLANDINGLANDINGNOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)TRUNCATED DOMESCAST IN PLACE PANELSPILL OR CATCHCURB. SEE 3/C400OR 4/C400SIDEWALK1:12SPILL OR CATCHCURB. SEE 3/C400OR 4/C400DROP CURB FORPEDESTRIAN RAMPSEE 3/C401 OR 4/C401.SEE PLAN VIEW FORSPILL OR CATCH.R4.5'5.0' MAX60"72"VERTICAL CURB,SEE DETAIL 11/C401.8% MAX SLOPENOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)NOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)NOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)LANDING AREA8% MAX SLOPE02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C401.dwgC401CIVIL DETAILSRISTERDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019 1 04.23.2019 CITY COMMENTS113C401SIDEWALK CURB RAMP NOT TO SCALE1 1C402THRUST BLOCKING FOR WATER MAIN FITTINGSMPWSS SD # 02660-1 NOT TO SCALE2C402SANITARY SEWER CLEANOUTMPWSS SD # 02730-4 NOT TO SCALE3C402THRUST BLOCKING FOR WATER MAIN VALVESCITY OF BOZEMAN STANDARD DRAWING # 02660-1 NOT TO SCALE4C402SANITARY SEWER SERVICE LINECITY OF BOZEMAN STANDARD DRAWING # 02730-2 NOT TO SCALE5C402UTILITY TRENCHCITY OF BOZEMAN STANDARD DRAWING # 02221-1 NOT TO SCALE6C402WATER AND SEWER SEPARATIONCITY OF BOZEMAN STANDARD DRAWING # 02660-2 NOT TO SCALE02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C402.dwgC402CIVIL DETAILSRISTERDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019 3C403CURB INLETCITY OF BOZEMAN STANDARD DRAWING # 02720-1B NOT TO SCALE2C40324" STD RISER INLETCITY OF BOZEMAN STANDARD DRAWING # 02720-2 NOT TO SCALE4C403VALVE RESTRAINTCITY OF BOZEMAN STANDARD DRAWING # 02660-10 NOT TO SCALE1C40336" STORM DRAIN INLETCITY OF BOZEMAN STANDARD DRAWING # 02720-1 NOT TO SCALE5C403STORM DRAIN CHASE - TRENCH DRAINCOB SD # 02529-14 NOT TO SCALE6C403WATER SERVICE LINECOB SD # 02660-12 NOT TO SCALE02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C403.dwgC403CIVIL DETAILSRISTERDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019 1C404SIGN INSTALLATIONCITY OF BOZEMAN STANDARD DRAWING # 09810-1 NOT TO SCALER2'1.0'INV. 4821.0BTM. 4820.04' DIA.8" PVC8" PVCSECTION A-A4824.006" THICK CONC. SLAB TOPWITH CITY OF BOZEMANSTORM MANHOLE COVERFLEXIBLE BOOT CONNECTORPER CITY OF BOZEMANSPECIFICATIONS8" PVCINV. 4821.08" PVC4"ASECTION B-BABB1.5'0.5'2.0'TOP OF POND 4823.01.95'R2'1.0'INV. 4820.0BTM. 4819.04' DIA.8" PVC8" PVCSECTION A-A4823.506" THICK CONC. SLAB TOPWITH CITY OF BOZEMANSTORM MANHOLE COVERFLEXIBLE BOOT CONNECTORPER CITY OF BOZEMANSPECIFICATIONS8" PVCINV. 4820.08" PVC4"ASECTION B-BABB1.5'0.5'2.0'TOP OF POND 4822.01.75'R2'1.0'INV. 4815.0BTM. 4814.04' DIA.10" PVC10" PVCSECTION A-A4819.006" THICK CONC. SLAB TOPWITH CITY OF BOZEMANSTORM MANHOLE COVERFLEXIBLE BOOT CONNECTORPER CITY OF BOZEMANSPECIFICATIONS10" PVCINV. 4815.010" PVC4"ASECTION B-BABB1.5'0.5'2.0'TOP OF POND 4818.02.55'Ø4"Ø2"36"1'-10 1/2"12.04"8"8"2%12" EXPANSION JOINT, TYP.6" MAX. RISER, EQUALHEIGHT, VERIFY W/CIVIL4" GRAVEL SURFACE#4 REBAR AT 12" OC EA WAYR.5"5"6"12"8'-8"NOTES:1.RAILING TO BE 1 1/2" DIA. GALVANIZED STEEL PIPE.2.NOSING TO BE 3/16" SLIP-RESISTANT STAINLESS STEEL.8C404CONCRETE CHANNEL DETAIL NOT TO SCALE6"6"2'4" 6"4000 LB CONCRETE 1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 96%STANDARD PROCTORSCARIFY NATIVEMATERIAL TO 6" DEPTHAND COMPACT TO 96%STANDARD PROCTOR4"02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C404.dwgC404CIVIL DETAILSRISTERDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICHECK SET04.19.201920192C404CONCRETE CT AND CONTROL BOX SLABCROSS SECTION NOT TO SCALE4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTOR6"3" MINUSPIT RUN SUB-BASEREBAR #4 @ 12" O.C.EA WAY, MID SLAB6"1. VERIFY SLAB PLAN SIZE WITH FINAL EQUIPMENT SIZE.NOTES:6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR3C404CONCRETE TRANSFORMER SLABCROSS SECTION NOT TO SCALE4000 PSI CONCRETE SCARIFY NATIVE MATERIAL TO8" DEPTH AND COMPACT TO95% STANDARD PROCTORDETERMINEDBYNORTHWESTENERGY3" MINUSPIT RUN SUB-BASEREBAR #4 @ 12" O.C.EA WAY, MID SLAB6"1. VERIFY SLAB PLAN SIZE WITH FINAL EQUIPMENT SIZE.NOTES:6"1-1/2" MINUSCRUSHED BASE COURSECOMPACT TO 95% STANDARDPROCTOR4C404STAIRS AND HANDRAIL NOT TO SCALE5C404STORM CONTROL STRUCTURESTCS 9.0 - POND #1 NOT TO SCALE6C404STORM CONTROL STRUCTURESTCS 10.0 - POND #3 NOT TO SCALE7C404STORM CONTROL STRUCTURESTCS 11.0 - POND #4 NOT TO SCALE 1 04.23.2019 CITY COMMENTS1 4823TRUNCATED DOMESCAST IN PLACE PANELSPILL OR CATCHCURB. SEE 3/C400OR 4/C400SIDEWALK1:12 MAXDROP CURB FORPEDESTRIAN RAMPSEE 3/C401 OR 4/C401.SEE PLAN VIEW FORSPILL OR CATCH.VERTICAL CURB,SEE DETAIL 11/C401.1:12 MAX1:12 MAX LANDINGAREALANDINGAREAVERTICAL CURB,SEE DETAIL 11/C401.LANDINGAREASPILL OR CATCHCURB. SEE 3/C400OR 4/C4006.00'5.00'5.00'6.00'6.50'LANDINGAREACURB TRANSITIONSEE DETAIL 10/C401CURB TRANSITIONSEE DETAIL 10/C4011:12 MAXSPILL OR CATCHCURB. SEE 3/C400OR 4/C400TRUNCATED DOMESCAST IN PLACE PANELSIDEWALK1:12 M A X LANDINGAREALANDINGAREALANDINGAREAVERTICAL CURB,SEE DETAIL 11/C401.VERTICAL CURB,SEE DETAIL 11/C401.DOUBLE GUTTERSEE DETAIL 3/C405.6.00'5.00'Ø6.00'Ø98.00'5.00'6.23'R20.50'CURB TRANSITIONSEE DETAIL 10/C401TRUNCATED DOMESCAST IN PLACE PANELSPILL OR CATCHCURB. SEE 3/C400OR 4/C400SIDEWALKDROP CURB FORPEDESTRIAN RAMPSEE 3/C401 OR 4/C401.SEE PLAN VIEW FORSPILL OR CATCH.NEW ASPHALTSHARED USEPATH1:12 MAX SPILL OR CATCHCURB. SEE 3/C400OR 4/C400LANDINGAREA1:10 MAXCURB TRANSITIONSEE DETAIL 10/C401CURB TRANSITIONSEE DETAIL 10/C40110.50'1.00'5.00'6.00'R30.00'10.50'5.00'R10.00'TRUNCATED DOMESCAST IN PLACE PANELSPILL OR CATCHCURB. SEE 3/C400OR 4/C400SIDEWALKDROP CURB FORPEDESTRIAN RAMPSEE 3/C401 OR 4/C401.SEE PLAN VIEW FORSPILL OR CATCH.NEW ASPHALTSHARED USEPATH1:12 MAXLANDINGAREASPILL OR CATCHCURB. SEE 3/C400OR 4/C400LANDINGAREAVERTICAL CURB,SEE DETAIL 11/C401.VERTICAL CURB,SEE DETAIL 11/C401.10.50'R30.00'R90.00'12.22'6.00'1.67'4.00'SCARIFY NATIVEMATERIAL TO 8" DEPTHAND COMPACTTO 95% STANDARDPROCTOR12" OF 1-1/2" MINUS GRAVEL3" ASPHALT PLANT MIX12" MIN12" MINIMUM MUSTBE RE-PAVED FROMEDGE OF TRENCH02.01.18 08:58 AM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Civil\BH18_ASC_SHELL_C405.dwgC405CIVIL DETAILSRISTERDRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICHECK SET04.19.201920191C405CONCRETE PEDESTRIAN RAMP NOT TO SCALE 1 04.23.2019 CITY COMMENTS1NOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)2C405CONCRETE PEDESTRIAN RAMP NOT TO SCALENOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)3C405DOUBLE GUTTERCITY OF BOZEMAN STANDARD DRAWING # 02529-1 NOT TO SCALE4C405CONCRETE PEDESTRIAN RAMP NOT TO SCALENOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)5C405CONCRETE PEDESTRIAN RAMP NOT TO SCALENOTE:LANDING AREA SHALL HAVE NO SLOPESGREATER THAN 1/48 (APPROX. 2%)6C405ASPHALT T-TOP SECTION NOT TO SCALE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SSSSSTSTSTSTST ST STSTSTWSWSFFSTSTSTST STSTSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGB P BP BP B P BPBPBPBPSTngfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngngngngngngngngngngngngngng ngngngbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bp bp bp bp bpbpfofofofofobp bp bp bp bp bp bp bp bp bp b p bpng ng SHYDHY D HUFFINE LANEfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fmfm GGGGst st st st st stststststststststDDDDDDDGGbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbsl bslbslbslbslSIGNALssssssssssssssssssssSSStv tv tvtvtvtvtv tv tv tvtvtvtvtv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtv tv tvng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ngohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlW wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wmststststststststststststststststfmfmfmfmfmfmsssssssssssssssssssssssssssssssssssssssssswmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmstststststststststststststststststst bt bt bt bt bt bt bt bt bt bt bt btSOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE NOTE: MARKS PER LOCATE REQUESTDO NOT MATCH ASBUILT PLANSFOR WATER IN THIS AREASIGNALst st st st st st1' NO ACCESS STRIPEXCEPT AT PUBLICACCESS EASEMENT1' NO ACCESS STRIPEXCEPT AT PUBLICACCESS EASEMENTst ng ngGOLDEN GATE AVENUE1' NO ACCESS STRIPALONG HUFFINE LANEBAXTER CREEK bp bp bp bp bp bp bp bp bp bp bpUTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlohlohlohlONLYONLYONLYONLYONLYONLYBAXTER CREEK NEW BUILDINGPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINE 100-YRFLOODPLAINSETBACKEXST SHARED USE PATHWAY, TYP.EQUIP. YARD/DUMPSTERSTORM/SNOWSTORM/ SNOW WATERCOURSESETBACK ZONE2 EXTENTSTORM/ SNOW STORM/SNOW25' BLDG SETBACK10' SETBACK/ UTILITY ESMT 10' SETBACK/ UTIL ESMT 10 ' S E T B A C K PROPERTY LINE 30' UTILITY ESMT35' ACCESS ESMTADD'L 10' UTILITY ESMT 1 0 ' SETBACK /UT I LESMT 40' UTILESMT30' ACCESSESMTDITCHESMT UTILITY ESMT HIGHWATERWETLAND50'MARSHADJUSTEDPATH,TYP.NEWACCESSESMT, TYP.VISIONTRIANGLE, TYP.ACCESS EASEMENT1L102BUILDINGLANDSCAPESITE PLAN50'50'371.99422.80 STREET FRONTAGE:REQ. 9, PROS. 9 EXIST 2634.78 STREET FRONTAGE:REQ. 13 PROPS. 13236.76 STREET FRONTAGETREES: REQ. 5 EXST. 9183.69295.75 STREET FRONTAGE: REQ. 6 LARGE EXSTING 5 LARGE 2 SMALLUTILITY ESMT.EXST SHARED USEPATHWAY, TYP. ZONE 1 EXTENT30.00PROTECTEXISTINGSHRUB TOREMAIN10L402TREEPROTECTIONFENCE, TYP.EXPANSION JOINT,SEE CIVIL TYP.CONTROL JOINT,SEE CIVIL TYP.PROTECT EXST TREES,LAWN/ IRRIGATION, TYP.EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLICPLAZAENTRANCEDROP-OFFSITE DEVELOPMENT STANDARDSCURRENT ZONING:B2 (COMMUNITY BUSINESS DISTRICT)BLOCK FRONTAGE:HUFFINE LANE = GATEWAY FRONTAGECOTTONWOOD ROAD = MIXED FRONTAGEWINNOW CIRCLE = MIXED FRONTAGEALPHA DRIVE = MIXED FRONTAGESITE SETBACKS:FRONT.................................................PER BLOCK FRONTAGE, SEE PLANSREAR....................................................10 FTSIDE.....................................................5 FTSIDE/REAR ADJACENT TO ALLEY....5 FTPARKING LOT SETBACKS:FRONT.................................................PER BLOCK FRONTAGE, SEE PLANSREAR....................................................10 FTSIDE.....................................................8 FTPARKING:PROVIDED...........................................249 SPACESSTALLS PROVIDEDBIKE STALLSREQUIREDBIKE STALLSPROVIDED2492526BIKE PARKING(10% OF VEHICULAR STALLS)DEVELOPMENTENVELOPEREQUIREDOPEN SPACEPROVIDEDOPEN SPACE200,818 SF(nowetland/floodplain setback)4,017 SF(2%)7,692 SF(3.7%)USABLE COMMERCIAL OPEN SPACE (2% OF DEVELOPMENT ENVELOPE)IRRIGATION WATER NOTES:1.IRRIGATION CALCULATIONS ARE DONE USING THE EPA WATER SENSE WATER BUDGE TOOL V.1.2.2.IRRIGATION VOLUMES ARE FOR THE PEAK WATERING MONTH (JULY)3.IRRIGATION IS TO OPERATE FROM MAY 1ST - SEPTEMBER 30THNEW DRIP IRRIGATION IN PLANTERS=59,991 GALLONS PER MONTHNEW ROTOR IRRIGATION IN MEADOW AREAS=33,111 GALLONS PER MONTHNEW ROTOR IRRIGATION IN TURF AREAS= 95,315 GALLONS PER MONTH= 188,416 GALLONS PER MONTHGENERAL SUBMITTAL NOTES:1.PROTECT ALL EXISTING TREES TO REMAIN AS SHOWN ON CIVIL AND L101 SHEETS WITH MINIMUM OF ORANGEPLASTIC FENCING. MAINTAIN EXISTING GRADES WITHIN TREE DRIP LINE, DO NOT STORE EQUIPMENT OR MATERIALWITHIN THIS ZONE.2.FOR AREAS NOT TO BE DEMO'D CONTRACTOR SHALL PROTECT EXISTING SOILS AND VEGETATION. NO VEHICLES OREQUIPMENT SHALL BE RUN OVER THE TURF WITHOUT PROVIDING SHEETS OF PLYWOOD UNDERNEATH TODISTRIBUTE THE WEIGHT AND PROTECT THE VEGETATION AND IN-GROUND IRRIGATION SYSTEM. CONTRACTORSHALL REVIEW ANY SUCH OVER-THE-TURF ACTIVITY WITH BSD PRIOR TO THE ACTIVITY. NO VEHICLE PARKING ONTURF.3.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND HYDROSEEDED IF NOT WITHINEXISTING OR PROPOSED IRRIGATED SOD TURF AREAS. A DISTURBED AREA SHALL BE WHERE CONSTRUCTIONACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANYOTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OFEXISTING GROUNDCOVER OR GRADE.4.PROVIDE 3" ORGANIC SHREDDED MULCH IN PLANTER AREAS.5.EDGINGS TO BE AS DETAILED6.ALL LANDSCAPE AREAS TO BE 25% SLOPE OR LESS.7.ALL TREE TRUNKS TO BE LOCATED 10' MINIMUM FROM UTILITY LINES.8.ALL NEW PLANT MATERIAL SHALL BE IRRIGATED WITH EXISTING DOMESTIC IRRIGATION SYSTEM.8.1.TREES TO BE IRRIGATED BY ROOT ZONE WATERING SYSTEM. SHRUBS, GROUNDCOVERS AND PERENNIALS TOBE IRRIGATED BY DRIP IRRIGATION. TURFS AND MEADOW AREAS TO BE WATERED BY WATER-EFFICIENTMATCH-PRECIPITATION RATE ROTORS AND SPRAY HEADS.8.2.IRRIGATION SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES ANDREGULATIONS, THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS.8.3.IRRIGATION SYSTEM TO BE DESIGNED TO PREVENT OVER-SPRAY ONTO BUILDING AND PAVED SURFACES.8.4.ZONES TO BE DESIGNED WITH REGARD TO PLANT MATERIAL AND WIND AND SUN EXPOSURE TO ENSUREPROPER PLANT REQUIRED WATER COVERAGE.8.5.CONTRACTOR TO PROVIDE TEMPORARY WATERING TO ESTABLISH AREAS HYDROSEEDED WITH DRYLANDGRASS MIX AND BIORETENTION GRASS MIXSITE LEGENDPROP. CONCRETE, SEE CIVIL FOR ALL OTHER PAVEMENTPROP. BIKE RACK (2 SPACE PER RACK )PROP. SCULPTURE BY OTHER, SEE NOTESPROP. WASTE RECEPTACLEPROP. METAL BENCHESPROP. CONCRETE BENCHESPROP. EXPANSION JOINTPROP. CONTROL JOINTPROP. USABLE OPEN SPACE (O.S.): 7,553 SFPROP. SNOW MELT- CIVIL & ELEC.PROP. SPLASH BLOCK, SEE DETAIL.PROP. TREE PROTECTION06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L101-L102.dwgL101OVERALLLANDSCAPESITE PLAN03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME1L101OVERALL LANDSCAPE SITE PLAN 1"=40'-0"NORTH REF80'40'20'0SCALE: 1" = 40'PROPERTY OWNERBozeman Health915 Highland BlvdBozeman, MT 59715406-414-500JOINT OWNER(S) - DEVELOPMENTBozeman Health (owner) &United Surgical Partners International (USPI)15305 Dallas ParkwayAddison, TX 75001972-713-3500ARCHITECT/ENGINEER/SURVEYCTA Architects Engineers411 E Main St, Ste 101Bozemans, MT 59715406.556.7100Project Manager: Theodore ConoverLEGAL DESCRIPTION (TO BE AGGREGATED):LOYAL GARDEN SUBDIVISION PHASE 1A, S16,T02 S, R05 E, BLOCK 1, LOTS 1, 2, & 3.PROJECT LOCATION5031 S Cottonwood RdBOZEMAN, MT 59718111111111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA T E OF MONTANALANDSCAPE ARCHITECT DEBRALICENSED264ANN-LESLIEROSA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSTSTSTSTSTSTSTSTSTWS WSWSWSFFFFFSTSTSTSTSTSTSTST STSTSTSTSTSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fofofofofofo fofoHY D tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bpNEW BUILDINGPROPERTY LINE EXST SHARED USE PATHWAY, TYP.EQUIP. YARD/DUMPSTER10' SETBACK/ UTILITY ESMT ADD'L 10' UTILITY ESMT SIDEWALK,TYP.UNCOVEREDBICYCLEPARKING, TYP.WATER/FIRESERVICESTORM, TYP.2L102SIDEWALK,TYP.NORTHEASTPEDESTRIANPLAZA3L102MAIN ENTRANCEPLAZABUILDING ROOF LINE, TYP.TRASH ENCLOSUREGATE AND WALL, SEEARCH AND CIVIL. SEEPLANTING PLAN FORMULCH2.002.003L201METAL SHORT-WALL(SOUTH OF BLDG, 2PLANTERS)4L201BICYCLE PARKING5L201METAL RETAININGWALL(NORTH OF BLDG,3 PLANTERS)9L201SPLASH BLOCK1 OF 417.00 TOP OF WALL FLUSHW/ CONC. TYP.15.50SPLASHBLOCK, TYP.10L201MOW EDGE8L201STEPPINGSTONES(3 OF 5)EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLIC PLAZAENTRANCEDROP-OFFfo fo fo fo fo fo fo fo fo fo fofofofofofofotv tv tv tv tv tv tv tv tvtvwmwmwmwmwmwmwmwmbpEXST PATHBUILDINGWINDOWSPLASHBLOCK, TYP.METALEDGING, TYP.SEATINGBLOCK, TYP.(1 OF 6)2L201CONCRETE,SEE CIVIL, TYP.CONCRETEBAND, TYP.1L201EXSTUTIL.BOXES9'3.5'7.91'8.78'2.25'0.5'TYP.5.42'ROOF LINESTEPPINGSTONE SECTION8L201EGRESSPUBLICPLAZAENTRANCE2'TYP.0.5'STAIR ANDHANDRAIL10L201STSTSTSTSNOW MELT,SEE CIVIL, TYP.CONCRETE,SEE CIVIL,TYP.BUILDING CANOPYCOLUMN, TYP.BUILDING CANOPYROOF LINE, TYP.BUILDINGWINDOW, TYP.BENCH, TYP.(1 OF 2),CNTR ON COLUMN6L201WASTERECEPTACLECNTR ON ARCH7L2010.50 CONTROL JOINT,TYP.1.00 MAINENTRANCE06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L101-L102.dwgL102ENLARGEDLANDSCAPE SITEPLANS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME1L102BUILDING LANDSCAPE SITE PLAN 1" = 20'-0"NORTH REF40'20'10'0SCALE: 1" = 20'20'10'5'0SCALE: 1" = 10'2L102PEDESTRIAN PLAZA 1"=10'-0"NORTH REF20'10'5'0SCALE: 1" = 10'3L102MAIN ENTRANCE PLAZA 1"=10'-0"NORTH REF11111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA TE OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA 8L201STEPPING STONE SECTION 1/2"=1'-0"LANDSCAPE APPLICATIONCONCRETE BAND APPLICATION6"1"NOTE:1.STEPPING STONE TO BE 82"x24"x 2-1/2" MINIMUM THICKNESS PRECAST CONCRETE. VERIFY WITH PLAN GEOMETRY.2.VERIFY FINISH WITH ARCHITECT. COLOR TO BE STANDARD GRAY3.INSTALL FLUSH WITH FINISH GRADE.4.SEE PLANTING PLAN FOR EDGING DETAIL5.SEE PLANTING PLAN FOR MULCH.SEE PLANPLAN VIEWSEE PLAN6"EDGING, TYP.ADJACENT CONCRETEBAND, TYP.MULCH, TYP.STEPPING STONE, TYP.MATCH CONCRETE BAND STEPPING STONE, TYP.FINISH GRADEMASONRY SAND #2 TAMPERED34" MINUS GRAVEL BASE COURSECOMPACTED SUBGRADEEDGING, TYP.5L201METAL RETAINING WALL SCALE = 3/4" = 1'0"30" MAX.6"12"5'-0"FINISH GRADE,SLOPE AWAYMETAL PLATEAS NOTEDFINISHGRADEHSS 4"x4"x14" @4' O.C. WELD TOMETAL PLATECONCRETE FOOTING, TYP.4'-0"1'-0"1'-0"1'-6"7" EZ FLOWDRAIN TOSTORMSEWERFRONT6'-114"212"6'-0"1'-812"2'-714" 2'-134" 1'-534" 2'-338" 878"NOTES:1.BENCH TO BE PLAINWELL,72" LONG SURFACEMOUNT BENCH AS MANUF.BYWWW.LANDSCAPEFORMS.COM.COLOR BRONZE.2.INSTALL PERMANUFACTURER'SWRITTENSPECIFICATIONS.3.COORDINATE ANCHORSWITH SNOW MELT SYSTEMFINISH GRADE, CONCRETEPAVEMENT, SEE DETAILSEAT AND BACKPLANSIDE6L201BENCH SCALE = 3/4"=1'-0"NOTES:1.BENCH TO BE PLAINWELL, SIDE OPENING, 35-GAL CAPACITY, SURFACEMOUNT, LITTLER RECEPTACLES AS MANUF. BYWWW.LANDSCAPEFORMS.COM COLOR TO MATCH BENCH.2.INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS.3.COORDINATE ANCHORS WITH SNOW MELT SYSTEM7L201WASTE RECEPTACLE SCALE = 3/4"=1'-0"2'-1"3'-9"2'-514"R1'-218"ROTOMOLDED PLASTICTOP, ATTACHED BY CABLEALUMINUM EXTRUSIONSLATSSURFACE MOUNT.CORROSION-RESISTANTANCHORING HARDWARESUPPLIED BY OTHERS. Ø.406(10) HOLES WITHCOUNTERBORE PROVIDEDFOR SOCKET HEAD CAPSCREWS.SIDEFRONTPLANIRRIGATION SLEEVE ANDLATERAL BELOW METALPLATE BETWEEN FOOTINGS1'-6"612"#4 TIES @ 8"WITH 3 - #4 TIES@ 2" AT TOP.6- #6 VERTSBARS3"SECTIONELEVATION2"3"6- #6 VERTSBARSTIESHSS 4"x4"x14"11L201STAIR AND HANDRAIL SCALE = 3/4"=1'-0"3'-0"2'-6"1'-0"8"8"2%12" EXPANSION JOINT, TYP.6" MAX. RISER,EQUAL HEIGHT,VERIFY W/ CIVIL4" GRAVEL SURFACE#4 REBAR AT 12" OC EA WAYR12"X"6"1'-0"HANDRAIL, SEE NOTESNOSING,SEE NOTESNOTES:1.RAILING TO BE 1 1/2" DIA.GALVANIZED STEEL PIPE.2.NOSING TO BE 3/16"SLIP-RESISTANTSTAINLESS STEEL.8'-8" 2'-0" BAND6"8"6"6"R12"CONCRETE BAND 1"=1'-0"1L201#4 DOWEL @ 18" O.C.THICKENED EDGE, WHEREAPPLICABLE, SEECONCRETE PAVEMENT(2) #4 REBAR, 3" MIN. CLRCONCRETE3/4" MINUS CRUSHEDGRAVELADJACENT LANDSCAPEWHERE APPLICALEGRADE12 12"18" 214" 778"77 8"77 8"23 12"23 12"778"778"778"NOTES:1.SEATING BLOCK TO BE MODEL SOCRATES 24" AS MANUFACTUREDBY WWW.LANDSCAPEFORMS.COM. COLOR: GREY.2.INSTALL PER MANUFACTURER'S SPECIFICATIONS.3.CONCRETE THICKNESS TO BE 8" WHEN SURROUNDED BYCONCRETE 12" WHEN ADJACENT TO TURF.2L201SEATING BLOCK 1"=1'-0"DOWELØ 112"INSTALL DOWELSPER MANF2'-0"SEENOTES4"FINISH GRADE,ADJACENTCONCRETEELEVATIONPLANSECTIONSEATING BLOCKEXPANSION JOINTNOTES1.PLATE METAL TO BE 12" HIGH STRENGTHLOW-ALLOW STEEL (CORTEN) PER ASTM A242.2.PROVIDE MOCK-UP SUBMITTAL FOR PLATESEAMS.3.MAINTAIN UNIFORM TOP OF WALL ELEVATION.< 6" 6"12"#4 REBAR @ 4' O.C.WELD TO METALPLATE1'-0" 1'-0"NOTES1.SEE METAL RETAINING WALL DETAIL FOR METALPLATE, DRAIN, TOP OF WALL ELEVATION, IRRIGATION,MOCK-UP SUBMITTAL AND OTHER INFORMATION.2.SEE LANDSCAPE EDGING DETAIL FOR APPLICATIONW/ NO CHANGE IN GRADEFINISH GRADE,SLOPE AWAYMETAL PLATEAS NOTEDFINISHGRADEDRAIN3L201METAL SHORT-WALL 1"=1'-0"2'-93 4"1'-978"1'-518"1'-712"SECTIONISOMETRICNOTES:1.BIKE RACK TO BE MODEL: U-238-SF-G AS MANUF. BY MADRAX, WWW.MADRAX.COM. COLOR MATCHBENCH.2.INSTALL BIKE RACKS ACCORDING TO MANUF.'S SPECIFICATIONS.FINISHGRADECONCRETELAG BOLT2 EA 916" DIA.HOLE, TYP.4L201BICYCLE PARKING 1"= 1'-0"CONCRETE34" MINUS CRUSHEDGRAVELIRRIGATION SLEEVE ANDLATERAL, SEE IRRIGATIONIF APPLICABLESPLASH BLOCK 1"=1'-0"9L401CRUSHED AGGREGATE BASEGEOTEXTILE FABRIC ASSPECIFIED IN 329300'PLANTS', OVERLAP ATLEAST 12"FLAGSTONE SPLASH BLOCK,SET FLUSH WITH FINISHEDGRADE,ADJACENT PLANTINGSNOTES:1.SPLASH BLOCK TO BE CUT STONE,SIZE 1.5' X 3' X 2.5", COLORNATURAL LIGHT TAN2.DO NOT USE UNIT STONE WITH CHIPS, CRACKS, VOIDS,DISCOLORATIONS, OR OTHER DEFECTS THAT MIGHT BE VISIBLE ORCAUSE STAINING IN FINISHED WORK.3.GRADED AGGREGATE FOR BASE: SOUND, CRUSHED STONE ORGRAVEL COMPLYING WITH ASTM D 448 FOR SIZE NO. 8.4.SAND FOR LEVELING COURSE: SOUND, SHARP, WASHED, NATURALSAND OR CRUSHED STONE COMPLYING WITH GRADATIONREQUIREMENTS IN ASTM C 33 FOR FINE AGGREGATE.3"COMPACTED SUBGRADE1" TO 1 12" SAND FOR LEVELINGCOURSE10L201MOW EDGE SCALE:1"=1'-0"CONCRETE SLAB W/LIGHTBROOM FINISH. SLOPE MIN.1/8 "/FT. AWAY FROM WALL.BUILDINGWALLCOLD JOINTTWO #3 BARCONT.FINISH GRADENOTES:1.PROVIDE EXPANSION JOINTS AT 16' O.C. AND CONTROL JOINTS AT 4' O.C.2.SET SURFACE OF MOVING EDGE FLUSH WITH ADJACENT FINISH GRADES.12"3 1/2" MIN.06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L201.dwgL201LANDSCAPESITE DETAILS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME11DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS04.19.20192019STA T E OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSTSTSTSTST ST STST STSTSTWSWSF FSTSTSTSTST ST STSTSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBPBPBPBPBPBPBPBPST EGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLICPLAZAENTRANCEDROP-OFFngfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngngngngngngngngngngngngngng ngngngbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bp bp bp bp bpbpfofofofo fobp bp bp bp bp bp bp bp bp bp bp bpng ng SHYDHY DHUFFINE LANEfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fmfm GGGGst st st st ststst stststststststDDDDDDGGbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbsl bslbslbslSIGNALssssssssssssssssssssSStv tv tv tvtvtvtvtv tv tvtvtvtvtv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvtv tv ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ng ngohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlW wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wmstststststststststststststststfmfmfmfmfmfmsssssssssssssssssssssssssssssssssssssswmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmstststststststststststststststststst bt bt bt bt bt bt bt bt bt bt bt btSOUTH COTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE SIGNALst st st st st stDITCH EASEMENT20' OFF ORDINARYHIGH WATER MARKS.st ng ngGOLDEN GATE AVENUEBAXTER CREEK bp bp bp bp bp bp bp bp bp bp bpUTILBLDGALPHA DRIVEGOLDEN GATE AVENUESOUTH COTTONWOOD ROAD ohlohlohl ohlONLYONLYONLYONLYONLYONLYNEW BUILDINGPROPERTY LINEPROPERTYLINEPROPERTY LINE PROPERTY LINEPROPERTY LINE EXST PATHWAY, TYP.EQ. YARD/DUMPSTERSTORM/SNOWSTORM/ SNOW STORM/ SNOW STORM/SNOW10' SETBACK/ UTIL ESMT 10' SETBACKPROPERTY LINE UTILITY ESMT10 ' SETBACK /UT I L ESMTUTILESMTACCESSESMTDITCHESMTUTILITY ESMT HIGHWATERMAINTAINEXSTWETLAND30'ZONE 1MARSHSTREETTREESSTREET TREES ON PROPERTYDUE TO UTILITIES & MDT ROWTURF,TYP.PLANTER (DECOMP.GRANITE) MULCH, TYP.PLANTER (MINERALMULCH) , TYP.PLAZAMEADOW MIX,TYP.PARKING LOTSCREENPLANTER, TYP.MAINTAIN EXISTING R.O.WGRASSESDRYLAND GRASSES, TYP.EXSTSHAREDUSEPATHEXST TREES& LAWNEXSTTREES,TYP.DECIDUOUSTREE, TYP.FOUNDATIONPLANTER, TYP.PROP. ACCESSEASEMENT, TYP.SIDEWALK,TYP.PROPERTY LINE 25' SETBACK10' SETBACK/ UTILITY ESMT 30' UTILITY ESMT35' ACCESS ESMT10' UTILITY ESMT VISIONTRIANGLE,TYP.EXISTSTREETLIGHTPOLE,TYPEXISTSTREETSIGN, TYPREPLACEEXSTLAWNBLVDMEADOW, TYP.MEADOW, TYP.1L303SOUTH PLANTINGPLAN1L302NORTH PLANTINGPLANBAXTER CREEK MAINTAINEXST TREES,INSTALLTREERING,TYP.LANDSCAPEEDGING, TYP.100-YR FLOODPLAIN SETBACKBAXTER CREEK>6"SPRUCE,TYP.>6"SPRUCE,TYP.WATER AND GAS METERVEGETATION SCREENWATER AND GAS METERLOCATIONELEC METERSCREEN WALL, SEEARCHBIORETENTION, TYP.MAINTAINEXST.WETLANDS,TYP.BAXTER CREEK RETAINING WELL, TYP.20'ZONE 2BIORETENTION MIX, TYP.WATERCOURSE SETBACK, TYP.(3)EXIST.SCREENTREE(3)EXIST.SCREENTREEMEADOW SEED MIX (HYDROSEEDED) - SPRAY/ROTOR IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"LANDSCAPE LEGENDDECIDUOUS TREE - DRIP IRRIGATEDSEE DETAIL 1/L501PLANTER - DECOMPOSED GRANITE, SEE DETAIL 5/L401SPECIFIED IN 329300 "PLANTS"TURF (SOD) - SPRAY/ROTOR IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"SHRUBS - DRIP IRRIGATEDSEE DETAIL 3/L501LANDSCAPE EDGING, SEE DETAIL 5/L401SPECIFIED IN 329300 "PLANTS"DRYLAND GRASS MIX (HYDROSEEDED) - NON-IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"STREETFRONTAGELENGTH(EXCLUDINGDRIVES)TREESREQUIREDTREESPROVIDEDHUFFINE LANE423911COTTONWOOD ROAD6431313WINNOW CIRCLE30067(EXISTING)ALPHA DRIVE22759(EXISTING)STREET FRONTAGE LANDSCAPING (1 TREE PER 50' OF FRONTAGE)PARKING LOT LANDSCAPING (20 SF OF LANDSCAPE / STALL + 1 TREE / 9 SPACES)STALLS PROVIDEDLANDSCAPEREQUIREDLANDSCAPEPROVIDEDTREESREQUIREDTREESPROVIDED2494,980 SF14,339 SF28 LARGE37PARKING SCREENING FROM R.O.W..........4' WIDE AND 4-6' HIGH18-24"H X 18-24"W1 GALSalvia nemorosa ' Caradonna'*CARADONNA MEADOW SAGESA189-12"H X 6-12"W1 GALSesleria autumnalis*AUTUMN MOOR GRASS SE412-3'H X 1-2'W1 GALRudbeckia hirta ' Caesar's Brother'*BLACK-EYED SUSANRH10MATURE SIZESIZESCIENTIFIC NAMECOMMON NAMESYMBOLQTY.MATURE SIZESIZEBOTANIC NAMECOMMON NAMESYMBOLQTY.MATURE SIZESIZEBOTANIC NAMECOMMON NAMESYMBOLQTY.15-20' H X 5-7'W6' HT.Juniperus scopulorum 'Cologreen'*COLOGREEN JUNIPERJS71.5-2'H X 6-8'W#2Rhus aromatica 'Grow low'*GROW LOW SUMACRA601.5-2'H X 6-8'W#5Pinus sylvestris 'Hillside Creeper'*HILLSIDE CREEPER PINEPS1218-24"H X 24" W1 GALGeranium x Rozanne*ROZANNE GERANIUMGR1212-18"H x 4-6'W#2Prunus besseyii 'Pawnee Buttes'*SPREADING SANDCHERRYPB432-3'H X 2-3'W#2Spiraea betulifolia 'Tor'*TOR BIRCHLEAF SPIREASB93-5'H X 2-3'W1 GALHelictotrichon sempervirens*BLUE OAT GRASSHS2015-18'H X 15-18'W1.5" CAL.B&BAcer tataricum 'Garann'*HOT WINGS TATARIAN MAPLEAT350-60' H X 30-40'W1.5" CAL. B&BAcer freemanii 'Sienna'*SIENNA GLEN MAPLEAF715-25'H X 15-25W1.5" CAL. B&BMalus 'Beverly'CRABAPPLE, BEVERLYMA320-30'H X 15-20'W1.5" CAL. B&BSyringa reticulata 'Ivory Silk'*TREE LILACSR15PLANT SCHEDULETREESSHRUBSPERENNIALS / GRASSES4-6'H X 4-6' WIDE#5Amelanchier alnifolia 'Regent'*REGENT SERVICEBERRYAA5530-40'H X 20-30'W1.5" CAL. B&BTilia 'Harvest Gold'HARVEST GOLD LINDENTH123-6'H X 4-7'W#5Aronia melanocarpa 'Autumn Magic''AUTUMN MAGIC' BLACK CHOKEBERRYAM265-6'H X 5-6'W#5Physocarpus opulifolius 'Seward'*SUMMER WINE NINEBARKPO513-4'H X 3-4'W#2Cornus stolonifera 'Farrow'ARCTIC FIRE RED TWIG DOGWOODCS33172-3'H X 2-3'W#5Pinus mugo 'Slowmound'*SLOWMOUND MUGO PINEPI66-8'H X 6-8' W#5Syringa meyeri 'Palibin'*DWARF KOREAN LILACSM315-8'H X 5-8'W#5Pinus mugo 'Compacta'*COMPACT MUGO PINEPC45313-6"H X 3-6'W#5Juniperus communis 'Mondap'*ALPINE CARPET JUNIPERJC390.5-1'H X 6-8'W#5Juniperus hor. 'Prince of Wales'*CREEPING JUNIPERJH373-4'H X 4-5'W#5Picea glauca 'Pumila'*DWARF NORWAY SPRUCEPG25-6'H X 5-6' W#5Philadelphus lewisii 'Blizzard'BLIZZARD MOCKORANGEPL2512-36"H X 24-36"W#2Chrysothamnus nauseosus var. nauseosus*BABY BLUE RABBIT BRUSHCN243-4'H X 5-6' W#5Taxus x media 'Tauntonii'TAUNTON'S YEWTM16* - DROUGHT TOLERANTNUMBER OF DROUGHT TOLERANT PLANTS = 968 TOTAL PLANTS =1,198MATURE SIZESIZEBOTANIC NAMECOMMON NAMESYMBOLQTY.WILDFLOWER PLUGS1.5'H X 1.5'W2"Gailardia aristata*BLANKET FLOWERGA1001-3'H X 1-2.5'W2"Monarda fistulosa*WILD BERGAMOTMF5015-24"H X 18" W2"Ratibida columnifera *PRAIRE CONEFLOWER RC1002-2.5'H X 2-3'W2"Penstemon strictus *ROCKY MNT PENSTEMONRM65SPACING15"18"18"18"40-50'H X 20-30'W1.5" CAL. B&BUlmus americana 'Brandon'*BRANDON ELMUA64-5'H X 2'W1 GAL Calamagrostis x acutiflora 'K.F.'*FOERSTER'S REED GRASSCA363-4'H X 2'W1 GALCalamagrostis brachytricha*KOREAN REED GRASSCB1910-12'H X 5-7'W#5Pinus mugo 'Tannenbaum'TANNENBAUM MUGO PINEPT83-5-H X 3-5'W#5Hydrangea arborescens 'Annabelle'ANNABELLE HYDRANGEA HA124-6'H X 4-6"W#5Chamaebatiaria millefolium*FERNBUSHCM20PLANTER - MINERAL MULCH, SEE DETAIL 5/L401SPECIFIED IN 329300 "PLANTS"PERENNIALNATIVE WET GRASS MIX (HYDROSEEDED) - NON-IRRIGATEDSPECIFIED IN 329200 "TURF AND GRASSES"15-25'H X 15-25W1.5" CAL. B&BMalus 'Spring Snow'CRABAPPLE, SPRING SNOWMS91.5-2'H X 6-8'W#2Rosa x 'Nearly Wild'NEARLY WILD ROSERN3120-30'H X 15-20'W1.5" CAL. B&BPrunus virginiana*CHOKECHERRYPV420-30'H X 20-30'W1.5" CAL. B&BPrunus maackii*AMUR CHOKECHERRYPM1050-70'H X 25'-50''W1.5" CAL.B&BBetula papyriferaPAPER BIRCHBP315-20' H X 15-20'W1.5" CAL. B&BAmelanchier x 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICE BERRYAB620-40' H X 20-40'W1.5" CAL. B&BAexculus glabraOHIO BUCKEYEAG38-12'H X 8-12'W#5Sambucus nigra sssp. caeruleaBLUE ELDERBERRY SC81-1.5'H X 1-1.5'W1 GAL Allium 'Millenium ORNAMENTAL ONION AL93-6'H X 3-6' W#5Symphoricarpos albus*COMMON SNOWBERRYSY33-5-H X 4-5'W#5Hydrangea paniculata 'Jane'LITTLE LIME HYDRANGEAHP19MFRC0.5-1'H X 3-6'W#1Arctostaphylos uva-ursi 'Massachusets'*BEARBERRYAU12NO REQ'D. PARING STALL SHALL BE LOCATED MORE THAN 70' FORM THE TRUNK OF A TREE ..........ALL REQ'D. PARKING STALL ARE WITH IN 70' OF A TRUNK OF A TREE.NOTE:1.SEE L101 FOR ADDITIONAL NOTES.WILD FLOWER PLUGS 7/L401SPECIFIED IN 329300 "PLANTS"GARMUDC38.550.060DESCRIPTIONAPPLICATIONPOINTSB.1.c.75% DROUGHT TOLERANT PLANTSREQ'D: 75% OR MORE OF PLANT SPECIESPROVIDED: 80.8% (SEE SCHEDULE)5B.1.dEXISTING ON-SITE TREE OVER SIX INCHESWITH 20YR AND BE PROTECTED FORM DAMAGEDURING CONSTRUCTION.6 EXISTING TREES ( 6 PINE)6B.4.FOUNDATION PLANTINGS OBSCURE 70% ORMORE OF BUILDING PERIMETER, EXCLUSIVE OF ENTRIESREQ'D: 681 LF OF FOUNDATION x 70% = 477 LFPROVIDED: 497 LF OF FOUNDATION PLANTINGS2D.PARKING LOT LANDSCAPING 1 PLANT GROUPS(1 LG CANOPY + 6 SHRUBS) + 1 ADD'L LGCANOPY TREE PER 16 REQ'D PKG SPACES.SPACE NO MORE THAN 70' FROM TREE TRUNKREQ'D: 16 GROUPS + 16 LG CANOPYPROVIDED: 31 GROUPS + 37 LG CANOPY10TOTAL2338.550.060. LANDSCAPE PERFORMANCE STANDARD POINTS: 23 REQUIRED, 23 PROVIDED06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L301-L303.dwgL301OVERALL PLANTINGPLAN03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME1L301OVERALL PLANTING PLAN 1"=40'-0"NORTH REF80'40'20'0SCALE: 1" = 40'1111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA T E OF MONTANALANDSCAPE ARCHITECT DEBRALICENSED264ANN-LESLIEROSA (3) AF(16) CB(3) HA(3) TM(3) JC(1) MA(2) JC(3) TM(3) PO(3) RA(2) AB(3) RA(6) CS(2) SR(20) CA(5) CS(3) PI(3) CB(3) AM(12) HS(6) AL(3) AT(3) JS(4) PC(3) HA(8) CS(3) TM(8) CS(3) HA(3) JH(3) RA(3) RN(1) PS(3) RA(3) JC(5) RA(1) PT(3) CM(1) MS(4) AF(3) PO(5) PL(1) PT(5) AA(3) PO(5) PL(1) PT(3) RN(1) MS(1) PS(1) PT(5) AA(3) PO(3) CM(1) PT(3) RA(3) CM1) PS(1) PS(3) RN(1) MS(3) RA(1) PS(3) RN(1) MS(3) RA(3) PS(3) RN(3) RA(1) MS(1) PS(3) RN(1) MS(3) RA(3) RA(1) PT(3) CM(1) PS(3) RN(1) TH(1) MS(3) RA(1) PS(1) MS(3) RN(1) PS(4) PC(4) PO(3) PC(5) AA(1) TH(1) TH(1) PM(1) PM(3) JC(3) PB(1) PM(3) CA(2) JC(1) PM(1) PM(3) AA(3) JC(3) PO(3) JS(3) SM(3) PC(3) PO(3) UA(3) AG(3) PB(1) PM(3) JC(3) PB(1) PM(3) BP(5) AA(3) AM(5) AA(3) SY(3) AM(5) AA(3)PV(8)SC(3) JC(5) PB(1) PM(5) CA(5) JC(3) CA(1) PM(3) JC(3) JC(3) TH(3) PO(4) JS(5) JHGAGAGAGAGAGARMRMRMRMRMRMRCRCRCRCRCRCMFMFMFMF(1) MA(1) PM(3) AM(3) JC(3) RA(3) RN(1) RA(1) TH(1) PS(3) RA(1) PS(4) RA(5) CA(3) PO(4) TM(3) SM(3) PL(3) PC1) PT(1)PVSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S S S S S SSSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTST STSTSTSTSTWS WSWSWS F FFF FSTSTSTSTSTSTSTST STSTST STSTST STSTNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGNGBP BPBPBPB P BPBPBPBPBPBPBPBPBPBPBPEGRESSENTRANCEMAINENTRANCESERVICEENTRANCECTGEN.DISCHARGEEQUIPMENTTPUBLIC PLAZAENTRANCEDROP-OFFfo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fofo fo bp bp fofofofofofofofofofofofobp bp bp bp bp bpbpSHYDHY DHUFFINE LANEfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fm fmGst st st st st st st st st st ststststststststststDG bslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbsl bslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslSIGNALssssssssssssStv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvtvtvtvohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwmwm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wm wmstststststfmfmfmfmfmfmfmfmfmfmwmwmwmwmwmwmwm stststststststststst ststststbt bt bt bt btbtbtSIGNALng ng ng ngngngBAXTER CREEK bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bpONLYONLYONLYONLYONLYONLYNEW BUILDINGPROPERTY LINEPROPERTY LINEEXST PATHWAY, TYP.EQ. YARD/ DUMPSTERSTORM/ SNOWSTORM/SNOWSTORM/SNOW10' SETBACK PROPERTY LINEUTILITY ESMTUTILESMTACCESSESMTHIGHWATER30'ZONE 1STREET TREESSTREET TREES ON PROPERTYDUE TO UTILITIES & MDT ROWTURF,TYP.PLANTER (DECOMP.GRANITE) MULCH, TYP.PLANTER (MINERALMULCH) , TYP.PLAZAMEADOW MIX, TYP.MAINTAIN EXISTING R.O.WGRASSESDRYLAND GRASSES, TYP.EXSTSHAREDUSE PATHPROP. ACCESSEASEMENT, TYP.BICYCLEPARKING,TYP.SIDEWALK,TYP.PROPERTY LINE 25' SETBACK10' SETBACK/ UTILITY ESMT 30' UTILITY ESMT35' ACCESS ESMT10' UTILITY ESMT EXIST STREETLIGHT POLE,TYPEXISTSTREET SIGN, TYPEXISTUTIL. BOX,TYPREPLACEEXSTLAWNBLVDMEADOW, TYP.1L401DECIDUOUSTREEPLANTING3L401SHRUBPLANTING4L401PERENNIALPLANTING2L401CONIFEROUSTREESMAINTAIN EXST TREES/ SHRUBS,INSTALL TREE RING, TYP.MAINTAIN EXST TREES,INSTALL TREE RING,TYP.100-YR FLOODPLAIN SETBACK>6" SPRUCE, TYP.>6" SPRUCE, TYP.WATER AND GAS METERVEGETATION SCREENWATER AND GAS METERLOCATIONELEC METERSCREEN WALL, SEEARCH5L401LANDSCAPEEDGING9L401BIORETENTIONSOIL IN PONDMAINTAIN EXST.WETLANDS, TYP.BAXTER CREEK BIORETENTION,TYP.6L401SHOVEL CUTEDGINGPLANTER -DECOMPOSEDGRANITE , TYP.RETAINING WELL, TYP.MEADOW MIX,TYP.11L401PLANTING INCOMPACTEDSOILS2L303PED. PLAZAPLANTING PLAN3L303MAINENTRANCEPLANTING PLAN20'ZONE 2BIORETENTION MIX, TYP.WATERCOURSE SETBACK, TYP.(3) EXIST.SCREEN TREE(3) EXIST.SCREEN TREE06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L301-L303.dwgL302ENLARGEDPLANTING PLANS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME1L302NORTH PLANTING PLAN 1"=20'-0"NORTH REF40'20'10'0SCALE: 1" = 20'1111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA TE OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA (3) SM(3) PC(3) AA(3) PO(3) PC(3) CM(5) AA(5) SM(3) PL(3) PO(1) RA(3) JH(1) SR(3) CM(3) PC(3) CM(3) PO(5) PL(1) SR(3) RA(3) PC(5) SM(3) PC(5) PO(5) SM(1) SR(3) RA(5) AA(3) PC(3) PB(1) SR(3) RA(1) SR(3) CN(1) SR(3) PB(1) SR(3) RA(3) CN(3) PB(1) SR(3) CN(3) CN(1) SR(3) PB(3) CN(3) RA(1) SR(3) RA(3) CN(1) SR(1) TH(3) JH(5) PB(3) AM(1) TH(5) JH(5) JH(1) TH(3) AM(5) PB(5) PO(5) SM(3) PC(6) AA(5) CM(3) PO(5) PC(5) PL(3) CM(3) JH(3) UA(3) THGARMRMRCRCMF(3) CM(1) PS(4) RA(4) PB(1) TH(3) AM(3) JH(3) JH(3) JH(3) JH(5) AA(3) POSS SSSTSTSTSTSTSTSTST fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fongngngngngngngngngngngngngngngngngngngng ngngngngngbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbpbp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bpbpbpbpbp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp bp SfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmststststDssssssssssssssssssssssssssssssssssssssssStvtvtvtvtvtvtvtv tv tv tv tv tvtvtvtvtvtvtvtvtv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv tv fmfmssssst st st st st st st st st st st st st st st st st st stbtbtbtbtbtbtbtbt bt bt bt bt bt bt bt bt btWINNOW CIRCLE ALPHA DRIVEPROPERTY LINEPROPERTY LINE PROPERTY LINE STORM/SNOW10' SETBACK/UTIL ESMT10' SETBACK/UTILESMT UTILESMTACCESSESMTUTILITY ESMT REPLACE EXSTLAWN BLVDEXST TREES & LAWNEXST TREES,TYP.DECIDUOUS TREE, TYP.PROP. ACCESSEASEMENT, TYP.VISIONTRIANGLE,TYP.STREET TREESEXST. SHAREDUSE TRAILEXISTSTREETSIGN, TYPEXIST STREETLIGHT POLE,TYPEXISTUTIL BOX., TYPMEADOW, TYP.TURF TYP.PLANTER (MINERAL MULCH) , TYP.SHRUB, TYP.PERENNIAL, TYP.10' SETBACK/UTIL ESMTBIORETENTION, TYP.(3) HA(2) SR(3) TM(20) SE(12) SA(21) SE(6) SA(8) HS(3) AL(6) SB(1) MAEGRESSPUBLICPLAZAENTRANCEfo fo fo fo fo fo fo fo fofoHY D tv tv tv tv tv tv tv tv tvtvtvtvtvtvtvtvtvtvtvwmwmwmwmwmwmwmwmwmwmwmbp bp bp bp bp bp bp bp bpPLAZAEXST SHARED USEPATH25' SETBACK30' UTILITY ESMT35' ACCESSESMTTURF BETWEENCONCRETE BANDS,TYPMEADOW BETWEENCONCRETE BANDS,HERE ONLY(3) AM(2) TM(3) HP(3) CS(5) GR(6) AU(7) GR(3) CS(2) PO(3) SB(1) AB(2) AB(1) PB(3) RN(3) PI(3) PI(1) PB(1) PB(3) HPGARMRC(1) PG(6) AU(1) AB(1) PG(5) RH(3) RFSTSTSTSTSTSTSTSTSTSTSTSTSTENTRANCEMAINENTRANCEDROP-OFF8L401BOULDER06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L301-L303.dwgL303ENLARGEDPLANTING PLANS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME1L303SOUTH PLANTING PLAN 1"=20'-0"NORTH REF40'20'10'0SCALE: 1" = 20'NOTES:1.SEE L301 FOR PLANTER MULCHES2L303PLANTING PLANPEDESTRIAN PLAZA 1"=10'-0"NORTH REF20'10'50SCALE: 1" = 10'3L303PLANTING PLANMAIN ENTRANCE 1"=10'-0"NORTH REF20'10'50SCALE: 1" = 10'1111111111DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA TE OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA 3L401SHRUB PLANTING1"=1'-0"NOTES:1.SEE PLANTING GENERALNOTES FOR MOREINFORMATION.2.REMOVE ALL ROOTCONTAINMENT MATERIALSFROM ROOTBALL.3.THE ROOT FLARE OF ALLSHRUBS SHALL BE LEVEL WITHOR UP TO 1" ABOVE GRADE.6.ALL SHRUBS SHALL BEINSTALLED WITH ATEMPORARY SAUCER OFRAISED SOIL AT THE EDGE OFROOT BALL TO CONTAINWATER. REMOVE OR BREACHWATER SAUCER BEFOREWINTER.7.PULL MULCH AWAY FROMROOT FLARE 3".EDGING ASDETAILED, SEE 5/L401MULCH ASNOTEDWEED BARRIER FABRICIF APPLICABLE AND ASSPECIFIEDPLANTING SOIL ASSPECIFIEDPLACE ROOT BALLON RAISED RINGOF UNDISTURBEDNATIVE SOILROOT FLAREEXCAVATE HOLE: WIDTH = 2X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALLFINISH GRADETEMPORARY WATERSAUCER ASNOTED6" MIN.4L401PERENNIAL PLANTING1"=1'-0"NOTES:1.SEE PLANTING GENERAL NOTESFOR MORE INFORMATION.2.REMOVE ALL ROOT CONTAINMENTMATERIALS FROM ROOTBALL.3.THE CROWN OF THE ROOT MASSOF ALL PERENNIALS SHALL BELEVEL WITH OR UP TO 1" ABOVEGRADE.6.ALL PERENNIALS SHALL BEINSTALLED WITH A TEMPORARYSAUCER OF RAISED SOIL AT THEEDGE OF ROOT MASS TO CONTAINWATER. REMOVE OR BREACHWATER SAUCER BEFORE WINTER.7.PULL MULCH AWAY FROM ROOTMASS A MINIMUM OF 3".MULCH ASNOTEDWEED BARRIER FABRICIF APPLICABLE AND ASSPECIFIEDPLANTING SOIL ASSPECIFIEDPLACE ROOT BALLON RAISED RINGOF UNDISTURBEDNATIVE SOILCROWN OFROOT MASSEXCAVATE HOLE: WIDTH = 2X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALLFINISH GRADETEMPORARY WATERSAUCER ASNOTED6" MIN.3"3"5L401LANDSCAPE EDGING1"=1'-0"MULCH AS NOTEDWEED BARRIER FABRIC IF APPLICABLEAND AS SPECIFIEDPLANTING SOIL ASSPECIFIEDUNDISTURBED NATIVE SOILFINISH GRADEFABRIC STAPLES ASSPECIFIED12"DEPTH AS NOTED1'-0"112"TAPER PLANTING SOIL AT EDGE TO KEEP1 1/2" BELOW FINISH GRADELANDSCAPE EDGING AS SPCIFIED6L401SHOVEL CUT EDGING1"=1'-0"MULCH AS NOTEDWEED BARRIER FABRIC IF APPLICABLEAND AS SPECIFIEDFINISH GRADEDEPTH AS NOTED112"1'-0"PLANTING SOIL ASSPECIFIEDUNDISTURBED NATIVE SOILFABRIC STAPLES ASSPECIFIEDTAPER PLANTING SOIL AT EDGE TO KEEP1 1/2" BELOW FINISH GRADESHOVEL CUT EDGE AT 45° ANGLE.X XY X = PLANT SPACINGSEE PLANTING SCHEDULE FOR SPACING REQUIREMENTSY = SPACING BETWEEN ROWSMULTIPLY X VALUE BY 0.86 OR 87%PLANT MATERIAL, TYP.7L401PLANTING LAYOUT1/2"=1'-0"EDGING ASDETAILED SEE 5/L401OUTSIDE ROW OF PLANTMATERIAL SHALL FOLLOWBED EDGE -SEE PLANTING PLAN.SPACING SHALL NOT EXCEED X.8L401BOULDER1/2"=1'-0"DO NOT SCAR ORDAMAGE BOULDERFINISH GRADECOMPACTEDSUBGRADE ASSPECIFIEDUNDISTURBEDNATIVE SOILBOULDER AS NOTEDNOTES:BOULDERS SHALL HAVE THEFOLLOWING CHARACTERISTICS:1.COLOR: GREY2.TYPE: GRANITE3.SOURCE: LOCAL NATURALSTONE4.FORM: ROUNDED EDGES ANDFLAT TOP5.CHARACTER: LICHEN COVERED6.SIZE: SEE PLAN LEGEND7.PLACEMENT: AS SHOWN ONPLANBURY 1/3 OFBOULDER BELOWFINISH GRADEENSURE POSITIVEDRAINAGE9L401BIORETENTION SOIL IN POND 1/2" = 1'-0"GENTLE SIDESLOPE,STANDARDSEEDED TURFGENTLE SIDESLOPE,STANDARDSEEDED TURFPOND GRASSES SEED MIXPLANTING SOIL AS SPECIFIEDPLANTING SOIL AS SPECIFIEDNATIVE SOIL, SEESPECIFICATION FORCOMPACTION REQ.IN ARES PLANTED WITH POND GRASSESPROVIDE 6" DEPTH OF BIORETENTION SOIL, SEESPEC.INSTALL 12" OF SAND AS DRAINAGE COURSETREE ROOT ZONEINSTALL 10' BEYONDCANOPY DRIP LINEUNLESS OTHERWISENOTED ON PLANNOTES:1.THE TYPICAL TREE PROTECTION ZONE (TPZ) SHALL ENCOMPASS THE CANOPY PLUS ANADDITIONAL RADIAL WIDTH OF TEN FEET (10’) UNLESS OTHERWISE NOTED ON PLAN.2.MULCH THE ENTIRE AREA OF THE TPZ IN AN EFFORT TO IMPROVE THE GROWINGENVIRONMENT FOR THE ROOTS. DURING CONSTRUCTION PHASE MAINTAIN A FOUR TO SIXINCH LAYER OF CHIP MULCH OVER THE SOIL SURFACE TO REDUCE SOIL COMPACTION,IMPROVE AERATION, ENHANCE MOISTURE RETENTION AND REDUCE TEMPERATUREEXTREMES. MULCH SHALL CONSIST OF SHREDDED BARK, OR WOOD CHIPS.3.FENCE THE TREE PROTECTION ZONE (TPZ) WITH CONSTRUCTION FENCING TO PREVENTWOUNDS TO THE TREE AND SOIL, AND COMPACTION WITHIN THE ROOT ZONE. POST THEFENCE WITH A SIGN STATING: “TREE PROTECTION ZONE – KEEP OUT”.4.SHOULD IT BE NECESSARY TO TRENCH WITHIN THE TPZ ALL TRENCHES SHALL BE HANDDUG. NO ROOTS LARGER THAN TWO INCHES (2”) SHALL BE CUT UNLESS NO OTHERALTERNATIVE IS FEASIBLE. ALL SMALLER ROOTS THAT REQUIRE CUTTING SHALL BE CUTWITH PRUNING SAWS. CUTS SHALL BE MADE FLUSH WITH THE SIDE OF THE TRENCH. IF ATANY TIME TWENTY-FIVE PERCENT (25%) OF THE AREA WITHIN THE TPZ IS BEINGSEPARATED FROM THE TREE BY A TRENCH, THEN THE LINE SHALL BE EITHER RELOCATEDOR INSTALLED BY BORING.5.REMOVAL OF HARDSCAPE AND/OR EXCAVATION WITHIN THE TPZ SHALL BE DONEMANUALLY.6.THE MINIMUM DISTANCE BETWEEN AN OPEN TRENCH AND ANY TREE SHALL BE BETWEENSIX INCHES (6”) TO ONE FOOT (1’) FOR EVERY INCH OF TRUNK DIAMETER MEASURED ATFOUR AND A HALF FEET (4 ½’) ABOVE EXISTING GRADE, DEPENDING ON THE SPECIES OFTREE. MINIMUM CLEARANCE SHALL BE TEN FEET (10’) FROM THE TRUNK OF THE TREE.7.AT NO TIME SHALL ANY EQUIPMENT, MATERIALS, SUPPLIES OR FILL SOIL BE ALLOWED INTHE TREE PROTECTION ZONE UNLESS NECESSARY.8.DO NOT REMOVE TREE PROTECTION-ZONE FENCING, EVEN TEMPORARILY, TO ALLOWDELIVERIES OR EQUIPMENT ACCESS THROUGH THE PROTECTION ZONE.9.TEMPORARY ACCESS IS ONLY PERMITTED SUBJECT TO PREAPPROVAL IN WRITING BYARBORIST IF A ROOT BUFFER EFFECTIVE AGAINST SOIL COMPACTION IS CONSTRUCTEDAS DIRECTED BY ARBORIST. MAINTAIN ROOT BUFFER SO LONG AS ACCESS IS PERMITTEDTREEPROTECTIONSIGNAGECONSTRUCTIONFENCINGEXISTING TREETREE PROTECTION FENCE SCALE: 1/2"=1'-0"10L401COMPACTEDROAD BASE-SEE CIVILNOTES:1.INSTALL DRAINAGE FOREACH TREE WITHIN ALLCOMPACTED OR HARDPANAREAS. COMPACTEDAREAS MAY INCLUDESURFACES PREVIOUSLYPAVED AND/OR AREASADJACENT FOUNDATIONS.3.PLACE HOLE WITHINEXCAVATED AREA ATLOWEST POINT- NOTUNDER ROOT BALL.4.AUGER 6" MIN. DIAMETERHOLE TO FREE DRAININGSTRATA UP TO 10' DEEP.5.FOR MULTIPLE TREES-AUGERED HOLES WILL BEA MINIMUM OF 24" APART.PLACE ROOT BALL ONRAISED RING OFUNDISTURBED NATIVESOIL IF PRESENT- ORCOMPACTED ROAD BASECURB-SEE CIVILTREE PLANTING-SEE DETAILFINISH GRADEFREE DRAININGMATERIAL11L401PLANTING IN COMPACTED SOILS1/2"=1'-0"DEPTH ASNOTEDAUGER TOFREE DRAININGSTRATA OR UPTO 10'-0"1L401DECIDUOUS TREE PLANTING1/4" = 1'-0"4'-0"2'-0"NOTES:1.SEE PLANTING GENERAL NOTESFOR MORE INFORMATION.2.REMOVE ALL TWINE, STRING,AND WIRE FROM ROOTBALL.REMOVE BURLAP FROM TOPTHIRD OF ROOTBALL.3.THE ROOT FLARE OF ALL TREESSHALL BE LEVEL WITH OR UP TO1" ABOVE GRADE.4.ALL TREES SHALL BE INSTALLEDWITH A TEMPORARY SAUCER OFRAISED SOIL AT THE EDGE OFROOT BALL TO CONTAIN WATER.REMOVE OR BREACH WATERSAUCER BEFORE WINTER.5.PULL MULCH AWAY FROMTRUNK A MINIMUM OF 6".6.PROVIDE A 3'-6" MINIMUM MULCHRADIUS AROUND TREES INGRASS AREAS.7.INSTALL STEEL EDGING ASSPECIFIED FOR TREE WELLS,EXCEPT WHERE NOTED INBIORETENTION FORSHOVEL-CUTSTAKE, TYP.-SEE PLANTING NOTESEDGING ASSPECIFIEDMULCH ASNOTEDWEED BARRIER FABRICIF APPLICABLE AND ASSPECIFIEDPLANTING SOIL ASSPECIFIEDPLACE ROOT BALL ONRAISED RING OFUNDISTURBED NATIVE SOILROOT FLAREEXCAVATE HOLE: WIDTH = 3X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALLFINISH GRADETEMPORARYWATER SAUCERTREE TIE, TYP.-SEE PLANTING NOTES2L401CONIFEROUS TREE PLANTING1/4" = 1'-0"NOTES:1.SEE PLANTING GENERAL NOTESFOR MORE INFORMATION.2.REMOVE ALL TWINE, STRING,AND WIRE FROM ROOTBALL.REMOVE BURLAP FROM TOPTHIRD OF ROOTBALL.3.THE ROOT FLARE OF ALL TREESSHALL BE LEVEL WITH OR UP TO1" ABOVE GRADE.6.ALL TREES SHALL BE INSTALLEDWITH A TEMPORARY SAUCER OFRAISED SOIL AT THE EDGE OFROOT BALL TO CONTAIN WATER.REMOVE OR BREACH WATERSAUCER BEFORE WINTER.7.PULL MULCH AWAY FROMTRUNK A MINIMUM OF 6".8.PROVIDE A 3'-6" MINIMUM MULCHRADIUS AROUND TREES INGRASS AREAS.9.TREE STAKES MAY BEINSTALLED AT 45° ANGLE.7.INSTALL STEEL EDGING ASSPECIFIED FOR TREE WELLS,EXCEPT WHERE NOTED INBIORETENTION FORSHOVEL-CUTEXCAVATE HOLE: WIDTH = 3X DIA. OF ROOTBALL DEPTH = HEIGHT OF ROOTBALLSTAKE, TYP.-SEE PLANTING NOTESEDGING ASSPECIFIEDMULCH ASNOTEDWEED BARRIER FABRICIF APPLICABLE AND ASSPECIFIEDPLANTING SOIL ASSPECIFIEDPLACE ROOT BALL ONRAISED RING OFUNDISTURBED NATIVE SOILROOT FLAREFINISH GRADETEMPORARYWATER SAUCERTREE TIE, TYP.-SEE PLANTING NOTES6"3'-0" MIN.6"4'-0"2'-0"3'-0" MIN.06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L401.dwgL401PLANTING DETAILS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME11DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019STA T E OF MONTANALANDSCAPE ARCHI TECT DEBRALICENSED264ANN-LESLIEROSA 3L601NOT USED3/4"=1'-0"4L601FLOW SENSOR3/4"=1'-0"FLOWSENSORNOTES:1.INSTALL FLOW SENSOR ALONGMAINLINE AFTER MASTER VALVE ANDACCORDING TO MANUF. WRITTENSPECIFICATIONS.2.SIZE FLOW SENSOR BASED UPONREQUIRED GPM NEEDED FORPROJECT. SIZE VALVE AND PIPING ASSPECIFIED.3.INLET PIPE LENGTH OF SENSOR MUSTBE MIN. 10X PIPE DIA. STRAIGHT,CLEAN RUN OF PIPE, NO FITTINGS ORTURNS. OUTLET PIPE LENGTH OFSENSOR MUST ME MIN. 5X PIPE DIA.OF STRAIGHT CLEAN RUN OF PIPE,NO FITTINGS OR TURNS.4.DIRECT BURIAL WIRE MIN. 18/4 WIRETO INTERFACE PANEL. MIN. RUN OF1,000 LF.5.WHEREVER POSSIBLE INSTALL VALVEBOXES IN PLANTING BEDS. SEEIRRIGATION PLAN FOR MOREINFORMATION.INLET MIN. LENGTH10X PIPE DIA.FINALGRADEOUTLETMIN. LENGTH5X PIPE DIA.18"-24" OF COILED WIRE3M DBY-6 WATERPROOFCONNECTOR, TYP.MASTERVALVE(SEEELECTRICCONTROLVALVE)MAINLINE1L601WATER POINT OF CONNECTION AT BUILDINGNTSBPFSISOLATION VALVE, TYP.-SEE DETAILBACKFLOW PREVENTOR-SEE PLUMBINGQUICK COUPLER, TYP.-SEE DETAILDOMESTIC WATERFROM BUILDINGIRRIGATION MAINLINEMANUAL DRAIN, TYP.-SEE DETAILMASTER VALVE(ELECTRIC CONTROL VALVE)-SEE DETAILFLOW SENSOR-SEE DETAILBUILDING WALLNOTES:1.CONNECTION ASSEMBLY INFORMATIONSHOWN IS SCHEMATIC ONLY.2.SEE IRRIGATION PLAN, SPECIFICATION,AND LEGEND FOR MORE INFORMATION.3.COORDINATE BACKFLOW PREVENTORAND MAINLINE SIZE WITH PLUMBING ASNECESSARY.4.POINT OF CONNECTION TO BE ONNORTH OF SIDEWALK AS SHOWN ONPLAN.2L601SCHEMATIC DRIP LAYOUTNTSNOTES:1.DIAGRAM SHOWN IS SCHEMATIC.LOCATE DRIP MANUAL DRAINS, AIRRELIEF VALVES AND ADJACENTDISTRIBUTION PIPING WITHIN DRIP ZONEPERIMETER- SEE IRRIGATION PLAN.2.INSTALL DRIP AIR RELIEF VALVES AT THEHIGHEST POINTS ON DISTRIBUTIONPIPING. INSTALL ONE VALVE PER EACHDRIP AREA WITHIN THE DRIP ZONE.3.INSTALL DRIP MANUAL DRAINS ATLOWEST POINTS ON DISTRIBUTIONPIPING. INSTALL ONE VALVE PER EACHDRIP AREA WITHIN THE DRIP ZONE.DRIP TUBING, TYP.DISTRIBUTION PIPINGDRIP CONTROLVALVE, TYP.MAINLINEDRIP MANUAL DRAIN,TYP.SUPPLY HEADER, TYP.PVC IRRIGATIONSLEEVE, TYP.AS NECESSARY-SEE DETAILDRIP AIR RELIEFVALVE, TYP.DRIP MANIFOLD,TYP14L6011L60210L60113L6014L601NOTES:1.TAPE & BUNDLE ALL WIRING AT10'-0" INTERVALS.2.TIE A LOOSE 20" LOOP INWIRING AT ALL CHANGES INDIRECTION GREATER THAN 30°UNTIE ALL LOOPS AFTERMAKING CONNECTIONS.3.BURY MARKING TAPE 6" ABOVEALL DIRECT BURIAL WIRING,LATERAL LINES, AND MAINLINE.4.ALL WIRING UNDER PAVEMENTSHALL BE THROUGH SLEEVES-SEE DETAIL.5.ALL SPLICES SHALL BE MADE INVALVE BOXES AND LOCATED ONAS-BUILT PLANS.TYPICAL SECTIONOF A SHARED TRENCH18" MIN. DEPTH4"MIN.FINISH GRADELATERALMAINLINELOW VOLTAGEWIRE IN CONDUITIF APPLICABLEBEDDING ASSPECIFIEDBACKFILL WITHEXCAVATIONMATERIAL REMOVEDFROM TRENCH12" MIN. DEPTH5L601IRRIGATION TRENCH1"=1'-0"6" MARKERTAPE, TYP.MAINLINE6L601MANUAL DRAIN1"=1'-0"FINISH GRADEPVC SCHEDULE 40 FITTINGSAND SCHEDULE 80THREADED NIPPLES, TYP.1" BRONZE BALL ORGATE VALVEGRAVEL SUMP WITH A MIN.3 CUBIC YARDS OF1 1/2 " WASHED AGGREGATE WRAPPED IN FILTER FABRICAS SPECIFIED10" ROUND VALVE BOX3/4" CRUSHEDMINUS GRAVELMAINLINE WITH 1" TEEON BOTTOM6" DIA. PVC RISER,LENGTH AS REQUIRED4" MIN.NOTES:1.INSTALL MANUALDRAIN AT LOWESTPOINT ON MAINLINE.2.RISER TO BESUPPORTED BYGRAVEL.3.VALVE AND PIPINGAS SPECIFIED.4.WHEREVERPOSSIBLE INSTALLVALVE BOXES INPLANTING BEDS.SEE IRRIGATIONPLAN FOR MOREINFORMATION.SCHEDULE 80 PVCUNION, TYP.NOTES:1.ALL IRRIGATION SLEEVINGSHALL BE (2) SIZES LARGERTHAN PIPE OR COMBINATIONOF PIPES THEREIN ENCLOSED,WITH MINIMUM SIZE TO BE 4"SCHEDULE 40 PVC.2.SUPPLY (1) EXTRA SLEEVEWITH EACH IRRIGATIONSLEEVE FOR CONTROL WIRES.BORE UNDER EXISTINGPAVING WHERE REQUIRED.BORE SEPARATELY FORCONTROL WIRES.3.BURY MARKING TAPE ABOVEALL SLEEVES 6" BELOWPAVEMENT.4.INSTALL 3" HT IRRIGATION "I"STAMP IN PAVEMENT WHERESLEEVES ARE LOCATEDUNDER NEW PAVEMENT.5.WHEN TRENCHING PROVIDEA 4" CLEARANCE AROUNDSIDES OF SLEEVES. SLOPESIDES OF TRENCH PER OSHASPECIFICATIONS.SECTION2'-0" 4" MIN.FINISH GRADEIRRIGATION SLEEVECONTROLLERWIRE SLEEVEIF APPLICABLEBEDDING ASSPECIFIEDBACKFILL WITHEXCAVATIONMATERIAL REMOVEDFROM TRENCH6"4" MIN.7L601IRRIGATION SLEEVE1"=1'-0"6" MARKERTAPE, TYP.6" MIN.6" MIN. 18" TYP.NEAREST JOINTIF APPLICABLESTAMPED LETTERPAVEMENTPAVEMENT EDGEPLANEXTEND SLEEVE 1'-0" BEYOND PAVEMENT IRRIGATION SLEEVE2" MIN.COVER 2" MIN. COVER NOTES:1.DOUBLE SWING JOINT SHALL BESCHEDULE 80 PVC NIPPLE WITH(3) MARLEX STREET ELBOWS.2.WHEREVER POSSIBLE INSTALLVALVE BOXES IN PLANTINGBEDS. SEE IRRIGATION PLANFOR MORE INFORMATION.MAINLINE8L601QUICK COUPLER1 1/2"=1'-0"BRICK SUPPORTS,TYP.FINISH GRADEQUICK COUPLERVALVE BOX WITH COVER3/4" CRUSHEDMINUS GRAVEL24" #4 REBAR WITH CLAMPSDOUBLE SWING JOINTMAIN LINE TEE OR ELLNOTES:1.VALVE TO BESUPPORTED BYGRAVEL, PROVIDEBLOCK SHIM ASREQUIRED.2.SIZE VALVE AND PIPINGAS SPECIFIED.3.DIRECT BURIAL WIREMIN. 18/4 WIRE TOINTERFACE PANEL. MIN.RUN OF 1,000 LF4.WHEREVER POSSIBLEINSTALL VALVE BOXESIN PLANTING BEDS. SEEIRRIGATION PLAN FORMORE INFORMATION.CONTROL VALVEBRICK SUPPORTS, TYP.SCHEDULE 80 PVCUNION, TYP.DECODER SYSTEMIF APPLICABLEMAINLINE3/4" CRUSHED MINUS GRAVELSERVICE TEE9L601ELECTRIC CONTROL VALVE1 1/2"=1'-0"NOTES:1.VALVE TO BESUPPORTED BYGRAVEL,PROVIDE BLOCKSHIM ASREQUIRED.2.SIZE VALVE ANDPIPING ASSPECIFIED.3.DIRECT BURIALWIRE MIN. 18/4WIRE TOINTERFACEPANEL. MIN. RUNOF 1,000 LF4.WHEREVERPOSSIBLEINSTALL VALVEBOXES INPLANTING BEDS.SEE IRRIGATIONPLAN FOR MOREINFORMATION.FINISH GRADECONTROL VALVEVALVE BOX COVERSCHEDULE 80 PVCUNION, TYP.DECODER SYSTEMIF APPLICABLEMAINLINESERVICE TEE3M DBY-6 WATERPROOFCONNECTOR, TYP.18"-24" OF COILED WIRE10L601DRIP CONTROL VALVE1 1/2"=1'-0"FILTERFINISH GRADEVALVE BOX COVER3M DBY-6 WATERPROOFCONNECTOR, TYP.18"-24" OF COILED WIREBRICK SUPPORTS, TYP.3/4" CRUSHEDMINUS GRAVELDISTRIB.PIPINGDISTRIB.PIPINGNOTES:1.SEE IRRIGATIONSPECIFICATION AND LEGENDFOR MORE INFORMATION.2.INSTALLATION TO BECOMPLETED IN ACCORDANCEWITH MANUFACTURER'SSPECIFICATIONS.3.MOUNT CONTROLLER AT EYELEVEL UNLESS OTHERWISENOTED.4.CONTROLLER SHALL BEHARD-WIRED TO GROUNDED110 VAC SOURCE UNLESSOTHERWISE NOTED.COORDINATE INSTALLATIONWITH ELECTRICAL.5.PROVIDE IRRIGATION ZONELIST AS SPECIFIED.11L601CONTROLLER1 1/2"=1'-0"ENSURE MINIMUMCLEARANCE FORDOOR OPENINGCONTROLLERCONDUITCONTROL WIREINTERIOR OREXTERIOR WALL-SEE PLANIRRIGATIONZONE LISTCONTROLLERPOWER SOURCENOTES:1.SEE IRRIGATIONSPECIFICATION AND LEGENDFOR MORE INFORMATION.2.INSTALLATION TO BECOMPLETED INACCORDANCE WITHMANUFACTURER'SSPECIFICATIONS.3.MOUNT WEATHER STATIONWITH CLEAR EXPOSURE TOWEATHER IN LOCATIONSHOWN ON PLANS. MOUNTWITH COMMON SENSE SOAS TO NOT TO VISUALLYDETRACT FROM ITSSURROUNDINGS.4.MOUNT RECEIVER IFAPPLICABLE ON WALL NEXTTO CONTROLLER.5.MOUNT MODULE IFAPPLICABLE WITHIN 6'-0" OFCONTROLLER ON WALL.12L601WEATHER STATION1 1/2"=1'-0"IRRIGATIONCONTROLLERUP TO 800' AWAY IF WIRELESSWIRELESSRECEIVERIF APPLICABLESUPPORTINGMODULE IFAPPLICABLEMOUNTING BRACKETWEATHER STATIONEXTERIOR SECTIONSCALE: 1/4" =1'-0EXTERIOR WALL OR POLEEXTERIOR OR INTERIOR WALLVIEW10'-0" MIN. PER MANUFACTURERDISTRIBUTIONPIPING14L601DRIP MANUAL DRAIN1 1/2"=1'-0"FINISH GRADEVALVE BOXBRICK SUPPORTS, TYP.3/4" CRUSHEDMINUS GRAVEL SUMP12" X 12" X 12"VALVE BOX COVERDRIP LINE TEE OR ELLMULCHNOTES:1.INSTALL VALVE AT LOWESTPOINT ON DISTRIBUTIONPIPING.2.VALVE TO BE SUPPORTED BYGRAVEL, PROVIDE BLOCKSHIM AS REQUIRED.3.VALVE AND PIPING ASSPECIFIED.3.INSTALL ONE DRAIN VALVEPER DRIP AREA- SEESCHEMATIC DRIP LAYOUTDETAIL. MULTIPLE DRIPAREAS MAY BE WITHIN ASINGLE DRIP ZONE.4.WHEREVER POSSIBLEINSTALL VALVE BOXES INPLANTING BEDS. SEEIRRIGATION PLAN FOR MOREINFORMATION.NOTES:1.INSTALL VALVE AT HIGHESTPOINT ON DISTRIBUTIONPIPING.2.VALVE AND PIPING ASSPECIFIED.3.INSTALL ONE DRIP AIR RELIEFVALVE PER DRIP AREA- SEESCHEMATIC DRIP LAYOUTDETAIL. MULTIPLE DRIPAREAS MAY BE WITHIN ASINGLE DRIP ZONE.4.WHEREVER POSSIBLEINSTALL VALVE BOXES INPLANTING BEDS. SEEIRRIGATION PLAN FOR MOREINFORMATION.13L601DRIP AIR RELIEF VALVE1 1/2"=1'-0"FINISH GRADEVALVE BOXBRICK SUPPORTS, TYP.3/4" CRUSHEDMINUS GRAVELVALVE BOX COVERDISTRIBUTIONPIPING, TYP.DRIP AIR RELIEF VALVEMULCHDISTRIB.PIPINGDRIP LINE TEE OR ELLDRIP MANUALDRAINNOTES:1.VALVE TO BESUPPORTED BYGRAVEL, PROVIDEBLOCK SHIM ASREQUIRED.2.SIZE VALVE ANDPIPING ASSPECIFIED.3.WHEREVERPOSSIBLE INSTALLVALVE BOXES INPLANTING BEDS.SEE IRRIGATIONPLAN FOR MOREINFORMATION.15L601ISOLATION VALVE1 1/2"=1'-0"FINISH GRADEGATE OR BALLVALVEVALVE BOX3/4" CRUSHEDMINUS GRAVELBRICK SUPPORTS,TYP.MAINLINEVALVE BOXEXTENSION, TYP.ADD AS NECESSARYVALVE BOX COVERSCHEDULE 80PVC UNION, TYP.NOTES:1.INSTALL VALVE AT HIGHESTPOINT ON MAINLINE.2.VALVE TO BE BRACED BYGRAVEL, PROVIDE REBARSTAKING AS REQUIRED.3.SIZE VALVE AND PIPING ASSPECIFIED.4.WHEREVER POSSIBLE INSTALLVALVE BOXES IN PLANTINGBEDS. SEE IRRIGATION PLANFOR MORE INFORMATION.16L601AIR RELIEF VALVE1 1/2"=1'-0"FINISH GRADEPVC UNIONVALVE BOX3/4" CRUSHEDMINUS GRAVELBRICK SUPPORTS, TYP.SERVICE TEEMAINLINEVALVE BOX COVERBERMAD AIR RELEASE VALVEOR APPROVED EQUALBALL VALVE06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L601-L602.dwgL601IRRIGATIONDETAILS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME11 1L602SPRINKLER HEAD3"=1'-0"NOTES:1.DOUBLE SWING JOINTSHALL BE SCHEDULE80 PVC NIPPLE WITH(3) MARLEX STREETELBOWS.2.SPRINKLER NOZZLE,BODY AS SPECIFIED.3.INSTALL SPRINKLERSA MINIMUM 12" FROMBUILDINGS ANDWALLS.SPRINKLERBODYFINISHGRADEDISTRIBUTION PIPINGDOUBLESWING JOINTLATERALTEE OR ELLSPRINKLERNOZZLE6"12" TURF, TYP.1" PLANTER BED, TYP.ADJACENTHARDSCAPEFINISH GRADEELLDEPTH-SEE TRENCHING DETAIL MULCHGEOTEXTILEIF APPLICABLETIE DOWN STAKEPLANTING SOIL1L602DRIP MANIFOLD3"=1'-0"DISTRIBUTION PIPINGDRIP LINERISERNOTES:1.RISER, HEADER, TEES, AND ELLSTO MATCH DISTRIBUTION PIPINGMATERIAL.2.PLACE TIE DOWN STAKES EVERY3'-0" IN SAND; 4'-0" IN LOAM, 5'-0"IN CLAY ON DRIP LINE.3.AT FITTINGS WHERE THERE IS ACHANGE IN DIRECTION USE TIEDOWN STAKES ON EACH LEG OFTHE CHANGE OF DIRECTION.HEADER TEE OR ELLADJUSTABLE FLOW BUBBLER (AFB)TREE OR SHRUBTREE WITHIN LAWN/GRASSES SCALE: NOT TO SCALE4L60218"SPIRAL BARB CONNECTIONFLEX TUBING, 20" LENGTHPVC SxSxT TEE FITTING SIZEDFOR LATERAL LINE ANDSPRINKLER INLET1" PVC LATERAL24"INSTALL MOUND AROUND TREESTO HOLD WATERNOTE:1.INSTALL 2 FOR ALL NEW AND EXISTING TREES IN GRASS/LAWN-TYPEAREAS. INSTALL ON OPPOSITE SIDES OF TREE2.INSTALL 1 BUBBLER BETWEEN EXISTING SHRUBS.06.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\LandArch\BH18-ASC_SHELL_L601-L602.dwgL602IRRIGATIONDETAILS03.23.2019 CITY COMMENTSOSTERGAARD LAST NAME11 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"LOBBY S102 VESTIBULE S101 STAIR 'A' S103 VESTIBULE S106 WOMEN'S S104 MEN'S S105 STAIR B S108 VESTIBULE S109 SHELL SPACE S107 ELEC MAIN S110 ELEC GEN S111 WATER S112 DATA S113 ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:10 PM FIRST FLOOR PLAN A110WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | SCHREIBEIS CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ NORTH 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0"A110 1 FIRST FLOOR PLAN FIRST FLOOR CORE & SHELL NUMBER NAME AREA S101 VESTIBULE 87 SF S102 LOBBY 1,344 SF S103 STAIR 'A' 232 SF S104 WOMEN'S 146 SF S105 MEN'S 134 SF S106 VESTIBULE 80 SF S107 SHELL SPACE 17,208 SF S108 STAIR 'B' 217 SF S109 VESTIBULE 201 SF S110 ELEC MAIN 161 SF S111 ELEC GEN 112 SF S112 WATER 222 SF S113 DATA ENTRANCE 35 SF 1 1 1 1 04.23.2019 CITY COMMENTS 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"OPEN TO BELOW D 5 1 1 1 ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:11 PM SECOND FLOOR PLAN A120WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | SCHREIBEIS CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ NORTH 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0"A120 1 SECOND FLOOR PLAN SECOND FLOOR CORE & SHELL NUMBER NAME AREA S201 STAIR 'A' 232 SF S202 LOBBY 1,568 SF S203 WOMEN'S 146 SF S204 MEN'S 134 SF S205 SHELL SPACE 17,523 SF S206 STAIR 'B' 217 SF S207 ELEC MAIN 113 SF 1 04.23.2019 CITY COMMENTS 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"ELEC MAIN S308 BOILER S307 STAIR B S306 LOBBY S302 STAIR A S301 WOMEN'S S303 MEN'S S304 SHELL SPACE S305 1 1 1 ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:13 PM THIRD FLOOR PLAN A130WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | SCHREIBEIS CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ NORTH 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" 1/8" = 1'-0"A130 1 THIRD FLOOR PLAN THIRD FLOOR CORE & SHELL NUMBER NAME AREA S301 STAIR 'A' 232 SF S302 LOBBY 1,736 SF S303 WOMEN'S 146 SF S304 MEN'S 134 SF S305 SHELL SPACE 16,843 SF S306 STAIR 'B' 217 SF S307 BOILER 386 SF S308 ELEC MAIN 113 SF 1 04.23.2019 CITY COMMENTS 1 2 4 6 8 9 11 13 14 A C D E F H J G I 3 7 105 12 K B VESTIBULE & CANOPY ROOFS BELOW130'-4"201'-4"5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0"19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11" 7'-3" 11'-2"2'-1"7'-6"15'-3 1/2"7'-0"7'-6"16'-0"9'-0"11'-10" RD ORD RD ORD RDORD RD ORD RD ORD RD ORD RD ORDRDORD RD ORDRDORD RDORD RD ORD RD ORD RD ORD RD ORD 145'-0" 147'-0" 146'-0" 154'-8" 145'-0" 145'-0"146'-0"145'-0" 145'-0" 148'-0" 148'-0" 146'-0" 146'-0" 145'-0" 145'-0" 147'-0"145'-0"147'-0" 145'-0"146'-0"145'-0"146'-0"145'-0"146'-0"145'-0"148'-0" 148'-0" 111'-4" 3'-5" ROOF TOP MECH UNIT TYP TYP TYP BELOW NOTE EXHAUST FAN IS BELOW TOP OF PARAPET ELEVATIONS 1 COVERED SOUTH DOOR ROOF TOP MECH UNIT DUCTS ON ROOF DUCTS ON ROOF DUCTS ON ROOF EXHAUST FAN BOILER FLUE ROOF TOP MECHANICAL SCREEN WALL WALK PADS ON ROOF STAIR ACCESS DOOR TO MAIN ROOF SW VESTIBULE ROOF BELOW NE VESTIBULE ROOF BELOW ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:15 PM ROOF PLAN A140WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | Checker © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | Author CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ 1/8" = 1'-0"A140 1 ROOF PLAN OVERALL 1680 SCALE IN FEET SCALE: 1/8" = 1'-0" NORTH 1 04.23.2019 CITY COMMENTS FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" 1246891113143710512 MECHANICAL SCREEN WALL 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11" METAL PARAPET CAP COLOR TO MATCH SIDING, TYP BLACK STOREFRONT FRAMES, TYP9'-10"12'-0"3'-0"2'-0"2'-8"6'-8"2'-0"5'-0"8'-2"5'-10"8'-0"5'-0"3'-0" 11'-0"11'-0" 7'-3 3/4" 3'-0" EYEBROW ROOF OVERHANG OVER NE CORNER ENTRY/STOREFRONT EYEBROW OVER SW CORNER ENTRY TO MIMIC EYEBROW AT NE CORNER. BOTH VISIBLE FROM HUFFINE 204'-6 1/8" GAS AND WATER METER SCREENED WITH LANDSCAPING STAIR ACCESS TO ROOF MAX. BLDG HEIGHT WITH CUP MAX. BLDG HEIGHT WITHOUT CUP 38'-0"11'-4 13/16"43'-4"GROUND NATURAL CMU WINDOW SILLS & HEADERS, TYP EXTERIOR LIGHT ON BUILDING MECHANICAL LOUVER. COLOR TO MATCH SIDING CLEAR ANNODIZED ALUM PANELS AT NE CORNER BUMP OUT WALLS SPANDREL GLASS SHOWN SHADED VISION GLASS FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" ACDEFHJGIKB MECHANICAL SCREEN WALL 5'-0"7'-10"12'-2"6'-8"5'-4"18'-0"30'-0"22'-8"7'-8"15'-0" EXPOSED CANOPY METAL PAINTED TO MATCH STOREFRONT FRAMES BLACK STOREFRONT FRAMES, TYP GROUND NATURAL CMU WINDOW SILLS & HEADERS, TYP 13'-8"3'-0"10'-0"4'-0"10'-0"7'-8"6'-0"2'-8"3'-0"11'-0" STAIR WELL WITH ACCESS TO MECHANICAL EQUIPMENT ON ROOF 43'-4"9'-8"EYEBROW ROOF OVERHANG OVER NE CORNER ENTRY/STOREFRONT 134'-4 1/2" SOUTH EXIT DOOR COVER STAIR DISCHARGE DOOR 3'-0 7/8" ROOF OVERHANG OVER VESTIBULE NORTH DOOR7'-10"21'-6"8'-11 7/8"2'-2"4'-1 5/8"3'-0"5'-11 5/8"9'-4"3'-11" 3'-0" MAX. BLDG HEIGHT WITH CUP MAX. BLDG HEIGHT WITHOUT CUP CITY PLANNING SITE PLAN/CUP TRANSPARENCY CALCULATIONS (not including spandrel glass) Gateway Block Frontage - (Huffine Ln.) Nonresidential building >20’ from sidewalk min. 10% transparency of entire façade facing Huffine: North wall is 8,407sf with 1,025sf of glass = 12% (4) 10.3'W x 7.6'T = 313.1sf (1) 7'W x 8.5'T = 59.5sf (11) 3'Wx5.6T = 184.8sf (20) 3'T x 7.8'W = 468sf Total vision glass at north wall = 1,025.4sf Mixed Block Frontages - (S Cottonwood Rd., Alpha Dr, & Winnow Circle) Non Residential building 20' from sidewalk with min 25% transparency between 4' & 8': East walls (8 x 3’ windows + 26lf storefront) / 134’-5” total wall length = 37% Total facade = 4,774sf (just east wall) Total transparency = 921sf Percentage of transarency = 19% South walls (11 x 3’ windows + 34lf storefront) / 202’-9” total wall length = 33% Total facade = 9,252sf Total transparency = 1,452sf Percentage of transarency = 15% West walls (8 x 3' windows + 10lf storefront) / 134’-5” total wall length = 25.3% Total facade = 5,801sf Total transparency = 712sf Percentage of transparency = 12% MATERIALS LEGEND 4x4x16 ACCENT CMU KANTA: 50% RANDOM MIX OF BLACK AND CASTLE WHITE GROUND FACED 1" INSULATED VISION GLASS SPANDREL GLASS 4x8x16 CMU KANTA: NATURAL, GROUND FACED METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 VERTICAL, SIERRA TAN METAL SIDING BRIDGER STEEL 7.2 VERTICAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, SIERRA TAN METAL SIDING BRIDGER STEEL PLATTE RIVER VERTICAL, MATTE BLACK COMP. ALUM. PANEL - CLEAR ANNODIZED NOTE: PARAPET CAPS TO MATCH SIDING COLOR. PARAPET CAP @ MASONRY TO MATCH TAN METAL SIDING ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:18 PM NORTH & EAST EXTERIOR ELEVATIONS A200WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | CONOVER CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ 1/8" = 1'-0"A200 1 SITE PLAN NORTH ELEVATION 1/8" = 1'-0"A200 2 SITE PLAN EAST ELEVATION TALLER PARAPET SCREENS EXHAUST FAN OVER ELEVATOR - RE: ROOF PLAN 1 04.23.2019 CITY COMMENTS MATERIALS LEGEND 4x4x16 ACCENT CMU KANTA: 50% RANDOM MIX OF BLACK AND CASTLE WHITE GROUND FACED 1" INSULATED VISION GLASS SPANDREL GLASS 4x8x16 CMU KANTA: NATURAL, GROUND FACED METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 VERTICAL, SIERRA TAN METAL SIDING BRIDGER STEEL 7.2 VERTICAL, MATTE BLACK METAL SIDING BRIDGER STEEL 7.2 HORIZONTAL, SIERRA TAN METAL SIDING BRIDGER STEEL PLATTE RIVER VERTICAL, MATTE BLACK COMP. ALUM. PANEL - CLEAR ANNODIZED NOTE: PARAPET CAPS TO MATCH SIDING COLOR. PARAPET CAP @ MASONRY TO MATCH TAN METAL SIDING CITY PLANNING SITE PLAN/CUP TRANSPARENCY CALCULATIONS (not including spandrel glass) Gateway Block Frontage - (Huffine Ln.) Nonresidential building >20’ from sidewalk min. 10% transparency of entire façade facing Huffine: North wall is 8,407sf with 1,025sf of glass = 12% (4) 10.3'W x 7.6'T = 313.1sf (1) 7'W x 8.5'T = 59.5sf (11) 3'Wx5.6T = 184.8sf (20) 3'T x 7.8'W = 468sf Total vision glass at north wall = 1,025.4sf Mixed Block Frontages - (S Cottonwood Rd., Alpha Dr, & Winnow Circle) Non Residential building 20' from sidewalk with min 25% transparency between 4' & 8': East walls (8 x 3’ windows + 26lf storefront) / 134’-5” total wall length = 37% Total facade = 4,774sf (just east wall) Total transparency = 921sf Percentage of transarency = 19% South walls (11 x 3’ windows + 34lf storefront) / 202’-9” total wall length = 33% Total facade = 9,252sf Total transparency = 1,452sf Percentage of transarency = 15% West walls (8 x 3' windows + 10lf storefront) / 134’-5” total wall length = 25.3% Total facade = 5,801sf Total transparency = 712sf Percentage of transparency = 12% FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" 1 2 4 6 8 9 11 13 143710512 MECHANICAL SCREEN WALL 19'-8"9'-0"11'-4"12'-2"17'-10"17'-4"12'-8"30'-0"8'-8"21'-4"20'-0"11'-5"9'-11" EXPOSED CANOPY METAL PAINTED TO MATCH STOREFRONT FRAMES BLACK METAL PARAPET CAP, TYP BLACK STOREFRONT FRAMES, TYP GRAY PRECAST WINDOW SILLS & HEADERS, TYP EYEBROW OVER SW CORNER ENTRY TO MIMIC EYEBROW AT NE CORNER. BOTH VISIBLE FROM HUFFINE STAIR WELL WITH ACCESS TO ROOF MECH EQUIP.1'-8"4'-10"8'-2"5'-10"8'-2"7'-8"6'-0"2'-8"12'-0"4'-8"4'-10"6'-4"7'-8"12'-6"3'-0" 27'-2 1/2" 9'-6"7'-6"4'-6"9'-6"4'-6"9'-4"11'-6"9'-0"3'-0"1'-2"1'-0"202'-9 5/8" 3'-0" 2'-6" 9'-0"8'-0"ENCLOSURE AT DOOR 4'-8"8'-8"6'-5 7/8" TALLER PARAPET SCREENS EXHAUST FAN OVER ELEVATORS FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" A C D E F H JGI KB MECHANICAL SCREEN WALL 15'-0"7'-8"22'-8"30'-0"18'-0"5'-4"6'-8"12'-2"7'-10"5'-0" EXPOSED CANOPY METAL PAINTED TO MATCH STOREFRONT FRAMES BLACK STOREFRONT FRAMES, TYP EYEBROW OVER SW CORNER ENTRY TO MIMIC EYEBROW AT NE CORNER. BOTH VISIBLE FROM HUFFINE43'-4"4'-8"3'-8"13'-8"3'-2"1'-0"6'-0"7'-8"8'-0"6'-0"8'-2"4'-10"6'-0"6'-0"3'-0" 3'-0"8'-0"6'-0"9'-4"4'-6"9'-6"4'-6"7'-0"4'-4"134'-4 1/2"4'-8" 6'-10 1/4" GAS AND WATER METER SCREENED WITH LANDSCAPING GROUND NATURAL CMU WINDOW SILLS & HEADERS, TYP8'-8"2'-6" ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:23 PM SOUTH AND WEST EXTERIOR ELEVATIONS A201WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | Checker © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | Author CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ 1/8" = 1'-0"A201 1 SITE PLAN SOUTH ELEVATION 1/8" = 1'-0"A201 2 SITE PLAN WEST ELEVATION 1 04.23.2019 CITY COMMENTS T.O. PARAPET T.O. RTU FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" 1 2 4 6 8 9 11 13 143710512 43'-4"9'-8"DUCTS ON ROOF ROOF TOP MECHANICAL UNIT MECH SCREEN WALL SEE ROOF PLAN AND EXTERIOR ELEVATIONS FOR VARYING PARAPET HEIGHTS FIRST FLOOR 100'-0" SECOND FLOOR 115'-4" T.O. CMU 109'-4" THIRD FLOOR 129'-4" T.O. PARAPET-TYP 145'-0" ROOF 143'-4" GRID VERIFY WITH GRADES, MIN. 6'4'-0"CONCRETE FOUNDATION CHAMFER FOUNDATION WALL 8" CMU TO MATCH BUILDING'S CMU. GROUT SOLID PRECAST CAP TO MATCH WINDOW SILLS 6'-0"METAL SIDING ON HSS FRAME GATE TO MATCH RTU SCREEN WALL CMU SCREEN WALL - MATCH BUILDING CMU 12'-0" EACH GATE DOOR TO HAVE DROP DOWN HOLD OPEN & SWIVEL WHEEL STEEL PIVOT LATCH. PAINT TO MATCH SIDING STEEL GATE PULLS - PAINT TO MATCH SIDING STEEL GATE HINGES, PAINT TO MATCH SIDING. TO OPEN 180 DEGREES 1'-0"VFY1'-8"SEE EXTERIOR ELEVATIONS'J' TRIM BLACK METAL SIDING TO MATCH BUILDING HSS FRAME, PRIMED & PAINTED TO MATCH WINDOW FRAMING PIPE BOOT FLASHING @ ROOF ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 4/23/2019 5:58:27 PM SECTIONS & DETAILS A300WEST BOZEMANCORE & SHELL02.12.2019 CHECKED BY | CONOVER © 2019 | ALL RIGHTS RESERVEDBOZEMAN HEALTH & USPIDRAWN BY | SCHREIBEIS CITY PLANNING CUP/SITE PLAN - CITY COMMENTS | CTA # BH18_ASC_SHELL | L:\ 1/8" = 1'-0"A300 1 BUILDING SECTION 1/2" = 1'-0"A300 2 TYP WALL SECTION 3/4" = 1'-0"A300 3 GENERATOR/DUMPSTER SCREEN WALL 3/4" = 1'-0"A300 4 DUMPSTER GATE 3/4" = 1'-0"A300 5 RTU SCREEN WALL ON ROOF 1 04.23.2019 CITY COMMENTS fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fofofofofoHUFFINE LANEfmfmfmfmfmfmfmfmfmfm fm fm fm fm fm fm fm fm fm fm fmfmDDDD DDbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslbslSIGNALohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohlohl ohl ohlohlohlohlohlohlohlohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl ohl fmfmfmfmfmwsbtbtbtbtbtbtbtbtbt bt bt btCOTTONWOOD ROADALPHA DRIVEWINNOW CIRCLE SIGNALGOLDEN GATE AVENUEBAXTER CREEK1 242526ALPHA DRIVEGOLDEN GATE AVENUEWS WSFF6" STINV 34819.0' PARKING LOT BPARKING LOT AREFER TO 1/E101SFOR ENLARGEDPLAN OF THIS AREAREFER TO 1/E102SFOR ENLARGEDPLAN OF THIS AREALUMINAIRE SCHEDULETYPEDESCRIPTIONMANUF.CATALOG NUMBERLOC.TYPEHEIGHTSOURCECRIKELVINDIMVOLTAGELUMENSWATTSFINISHNOTESS1LED TYPE III AREA LUMINAIRE ON 22' POLE WITH 30" CONCRETE BASECREE1-ARE-EDG-3M-DA-06-E-UL-BZ-525SITEPOLE22'-0"LED703000NO2779,458103BRONZE 1,2,3S2LED TYPE IV AREA LUMINAIRE ON 22' POLE WITH 30" CONCRETE BASECREE1-ARE-EDG-4M-DA-06-E-UL-BZ-525SITEPOLE22'-0"LED703000NO27710,482101BRONZE 1,2,3S3LED TYPE V AREA LUMINAIRE ON 22' POLE WITH 30" CONCRETE BASECREE1-ARE-EDG-5M-DA-06-E-UL-BZ-525SITEPOLE22'-0"LED703000NO27711,633133BRONZE 1,2,3S4ARCHITECTURAL WALL MOUNTED LED SCONCEACUITY/LITHONIAWST-LED-P2-30K-VW-MVOLT-DDBXDBUILDINGSURFACE12'-0"LED703000NO2773,27625DARK BRONZE 1NOTES:1. LUMINAIRE IS FULL CUTOFF PER CITY OF BOZEMAN UDC REQUIREMENTS.2. PROVIDE MANUFACTURER'S CONCRETE HOUSING FOR PRE-INSTALLATION.3. PROVIDE FIELD ADJUSTMENT AFTER HOURS TO FINALIZE AIMING.SITE LIGHTING CALCULATION SUMMARYAREACALCULATION TYPEUNITSAVERAGEMAXMINAVG/MINMAX/MINGENERATOR YARDILLUMINANCEFC1.803.301.001.803.30MAIN DRIVEILLUMINANCEFC2.164.400.405.4011.00MAIN DRIVE 1ILLUMINANCEFC1.204.600.403.0011.50MAIN DRIVE 2ILLUMINANCEFC1.732.800.702.474.00N PARKING AREAILLUMINANCEFC2.576.500.803.218.13NW PARKING AREAILLUMINANCEFC1.923.700.404.809.25S PARKING AREAILLUMINANCEFC1.854.200.702.646.00SIDEWALK 1ILLUMINANCEFC4.1910.201.602.626.38SIDEWALK 2ILLUMINANCEFC2.106.001.002.106.00SIDEWALK 3ILLUMINANCEFC2.0712.300.405.1830.75SIDEWALK 4ILLUMINANCEFC8.8313.702.303.845.96SIDEWALK 5ILLUMINANCEFC0.933.100.109.3031.00SIDEWALK 6ILLUMINANCEFC1.273.100.304.2310.33SIDEWALK 7ILLUMINANCEFC0.772.100.107.7021.00TRESPASSILLUMINANCEFC0.101.600.00NANATRESPASS 1ILLUMINANCEFC0.000.000.00NANA122E100SCONCRETE LIGHT POLE BASE DETAIL 1'-7" LAP3"CLRPOL E B A S E DIAM E T E R #3 TIES @12"PROJECT ANCHOR BOLTS ABOVE TOP OFBASE. PROVIDE DOUBLE NUTS FORLEVELING UNIT (ONE ABOVE AND ONEBELOW BASE FLANGE) GROUT VOIDBETWEEN BASE FLANGE AND TOP OFCONCRETE, HAND FINISH TEMPLATE TO BEFURNISHED BY POLE MANUFACTURER.BASE COVER3-#3 TIES ATTOP OF FORMANCHOR BOLTS TO BEFURNISHED BY POLEMANUFACTURERFINISHED SURFACELINESEE SITE PLAN FORBRANCH CIRCUITWIRINGREINFORCED CONC. BASEHAND HOLEBUSH CONDUIT ENDS45° CHAMFER1 1/2 " MIN. FINISHGROUT(MIN. 3" LARGER THAN OUTERMOST PORTION OF BASE COVER).NOTE: PROVIDE 8' OF #6 AWG BARE COPPER WIRE WITHIN POLE BASE AND TIE TOVERTICAL/HORIZONTAL BARS AND BOND TO POLE AS REQUIRED.PROVIDE FUSE(S) IN CIRCUIT TODRIVER. FUSE SIZE AS REQUIRED BYLUMINAIRE MANUFACTURERVERTICALBARS"A""B""C""C1"20' OR LESS20"5-#54'-6"6'-0"30' OR LESS24"6-#65'-9"7'-9"40' OR LESS30"8-#66'-6"9'-0"POLEHEIGHTPOLE BASEDIAMETERVERTICALBARSDEPTH BELOWGRADE RESTRAINEDDEPTH BELOW GRADEUNRESTRAINEDCONCRETE ORASPHALTNOTE: APPLICABLE TO CONTINENTAL USA OUTSIDE OF SPECIAL WINDREGIONS AND WITHIN 200 MILES OF GULF OF MEXICO OR ATLANTIC COAST.#3 TIESPROVIDE SACKED FINISH TOCONCRETE WHICH IS VISIBLE30" MIN DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY PLANNING CUP/SITE PLAN02.12.2019201906.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Elec\BH18_ASC_SHELL_E100S.dwgE100SOVERALLELECTRICAL SITELIGHTING PLANFAIN-HAIDLE1E100SOVERALL ELECTRICAL SITE LIGHTING PLANSCALE: 1" = 20'NORTH REFEQUALS TO BE REVIEWED IN ACCORDANCE WITH PRIOR APPROVALPROCESS. REFER TO DIVISION 1 SPECIFICATIONS.IT WILL BE THE REQUIREMENT OF THE VENDOR & MANUFACTURER TOPROVIDE SITE LIGHTING CALCULATIONS WHICH CONFORM TO THE CITY OFBOZEMAN UDC REQUIREMENTS, PRIOR TO FINAL APPROVAL. AUTOCAD BASEFILES MAY BE OBTAINED UPON REQUEST.SHEET WORK NOTES#1.2.A.ALL EXTERIOR LIGHTING IS TO BE FULL CUT-OFF AND IN ACCORDANCEWITH THE REQUIREMENTS OF THE CITY OF BOZEMAN MUNICIPAL CODE.GENERAL NOTES 3CT CABINETNWE 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1SIDEWALK 4GENERATOR YARDMAIN DRIVE 1SIDEWALK 1SIDEWALK 2SIDEWALK 3SIDEWALK 5NW PARKINGLOTN PARKINGLOTMAIN DRIVE2 #10, 1 #10 GND IN1" PVC CONDUIT(ENTIRE CIRCUIT)2 #10, 1 #10 GND IN1" PVC CONDUIT(ENTIRE CIRCUIT)4 #6, 2 #8 GND IN1-1/4" PVC CONDUIT(ENTIRE CIRCUIT)4 #6, 2 #8 GND IN1-1/4" PVC CONDUIT(ENTIRE CIRCUIT)1111NWE METER789105111213BPBPBP BP BPBPB P B P BP BPBPBPBPBPBPBP1106.29.17 11:09 PM | L:\BOZHEALTH\BH18_ASC\BIMCAD_SHELL\Elec\BH18_ASC_SHELL_E101S-SITE.dwgE101SELECTRICALSITE PLAN - NORTHFAIN 04.23.2019 CITY COMMENTSHAIDLE1.SNOW MELT SYSTEM TO BE RAYCHEM. EM2-XR CABLE. SPACED AT 12" O.C.LOCATE CABLES A MAXIMUM OF 2" BELOW FINISHED SLAB ELEVATION.MAXIMUM SNOW MELT CABLE LENGTHS TO BE 300 FEET. MAKE ALLCONNECTIONS AND INSTALL ALL CABLING PER MANUFACTURER'SINSTRUCTIONS. ALL JUNCTION BOXES SHALL BE INSTALLED IN ABOVEGRADE HANDHOLES OR BE ATTACHED TO BUILDING EXTERIOR ABOVEGRADE. SEE DETAIL 4/E005S FOR ADDITIONAL INFORMATION.2.SNOW SENSOR EMBEDDED IN CONCRETE AT EDGE OF CANOPY(RAYCHEM-SIT-6E).3.NEW 400KW GENERATOR (480V, 3PH, 4W) IN WEATHERPROOF, SOUNDATTENUATED, HEATED ENCLOSURE. SEE SINGLE LINE ON E002S FORADDITIONAL INFORMATION.4.KNOX BOX CONTAINING SHUNT TRIP MAIN DISCONNECTING MEANS. SEESINGLE LINE ON E002S FOR ADDITIONAL INFORMATION.5.PROVIDE TRYSTAR 480V/3PH/4W 600A RATED SINGLE BREAKER,DUAL-PURPOSE, KIRK KEY INTERLOCKED, GENERATOR DOCKING STATIONFOR CONNECTION OF LOAD BANK AND TEMPORARY GENERATOR. SEE E002SFOR ADDITIONAL INFORMATION.6.SEE 2/E100S FOR CONCRETE POLE BASE DETAIL.7.CONCRETE ENCASED GENERATOR FEEDER. SEE CIVIL SHEETS FORPROPOSED ROUTING. SEE E002S FOR FEEDER SIZE. SEE 3/E103S FOR DUCTBANK DETAIL. ALL ELBOWS AND TRANSITIONS SHALL BE LONG SWEEP PVCCOATED RMC. PROVIDE PULL BOXES SIZED PER NEC AS REQUIRED.8.SECONDARY CONDUITS BY EC, SECONDARY CONDUCTORS BY NWE.COORDINATE QUANTITY, SIZE AND ORIENTATION OF CONDUITS WITH NWEDIRECTLY. SEE E002S FOR ADDITIONAL INFORMATION. PROVIDE PULL BOXESSIZED PER NEC AS REQUIRED.9.PROVIDE IN-GROUND TELECOMM HANDHOLE (36"DX36"WX60"L) AT THISLOCATION. PROVIDE CONDUITS AND PULL STRINGS AS SPECIFIED ON SHEETT110S.10.PROVIDE USPI IN-GROUND TELECOMM HANDHOLE (36"DX36"WX60"L) AT THISLOCATION. PROVIDE CONDUITS AND PULL STRINGS AS SPECIFIED ON SHEETT110S.11.SEE 2/E103S FOR CT CABINET BASE DETAIL. COORDINATE FINAL CT CABINETDIMENSIONS AND REQUIREMENTS WITH NWE.12.SEE 1/E103S FOR NWE TRANSFORMER PAD AND VAULT DETAIL. COORDINATEFINAL TRANFORMER PAD AND VAULT DIMENSIONS AND REQUIREMENTSWITH NWE.13.PROVIDE (2) 2" PVC CONDUITS FROM TELEPHONE PEDESTAL TO TELECOMMENTRANCE CLOSET. SEE T110S FOR TELECOMM CLOSET LOCATION.PROVIDE (2) PULL STRINGS PER CONDUIT AND PROVIDE PULL BOXES ASREQUIRED.SHEET WORK NOTES#GENERAL NOTES1E101SELECTRICAL SITE PLAN - NORTHSCALE: 1" = 20'NORTH REFA.ALL EXTERIOR LIGHTING IS TO BE FULL CUT-OFF AND IN ACCORDANCEWITH THE REQUIREMENTS OF THE CITY OF BOZEMAN MUNICIPAL CODE.1DRAWN BY |REVISIONS©| ALL RIGHTS RESERVED®w w w . c t a g r o u p . c o m8 0 0 . 7 5 7 . 9 5 2 2CHECKED BY |WEST BOZEMAN CORE & SHELL BOZEMAN HEALTH & USPICITY COMMENTS02.12.20192019 fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo fo foSfmfmfmfmfmfmfmfmfmfmfmfmfmfmfmfm fmfmfmfmGfmfmfmfmfmfmfmfmwswswsALPHA DRIVEWINNOW CIRCLE LOT 1A218864 Sq. Ft.5.024 Acres24ALPHA DRIVE0.40.60.91.11.31.62.12.63.24.14.03.42.82.42.01.51.31.21.11.11.21.41.61.71.92.22.42.42.32.32.52.83.03.33.64.04.34.03.12.42.01.61.20.40.60.81.11.31.62.12.73.33.94.43.62.92.42.01.61.31.11.11.11.11.31.51.71.71.71.81.92.02.32.52.72.93.23.74.34.33.93.22.52.01.51.20.40.60.81.11.41.72.22.63.03.54.13.63.02.62.11.61.31.11.01.01.01.11.31.61.61.61.61.71.92.22.42.62.93.23.84.44.13.42.92.52.01.61.30.40.60.91.31.61.82.32.72.93.03.33.33.12.82.21.71.31.11.00.90.91.01.21.31.51.61.61.71.92.02.32.63.03.43.63.73.53.12.92.52.01.71.40.40.61.01.51.82.02.32.52.83.13.13.23.23.02.41.81.31.10.90.90.90.91.01.11.31.41.51.61.71.92.22.73.23.53.53.43.33.12.82.62.21.91.63.63.53.22.92.72.52.52.32.01.82.32.01.82.52.62.83.13.20.90.91.01.11.23.53.53.43.02.82.42.62.93.13.22.90.90.91.01.11.21.33.53.53.32.92.72.31.01.11.21.31.31.41.41.51.51.61.81.92.01.91.71.61.61.51.51.51.51.41.41.51.61.82.01.91.61.71.31.41.51.51.61.71.71.91.91.92.12.12.12.22.01.91.91.81.71.71.71.61.71.72.02.42.82.32.02.01.71.71.81.92.02.02.12.32.32.12.32.32.32.52.22.32.32.11.91.91.91.81.81.92.12.52.92.52.32.21.51.82.02.12.22.32.42.52.42.42.52.72.62.52.62.22.62.72.72.82.72.42.22.22.12.02.02.02.12.42.62.52.41.91.82.12.32.42.52.62.62.42.42.52.62.83.03.12.82.62.73.13.42.82.62.42.42.72.93.33.63.12.62.32.22.22.22.22.22.32.52.72.62.32.01.92.01.91.72.32.22.32.42.52.72.82.93.02.92.82.93.53.63.12.93.03.13.22.82.82.82.83.03.13.43.63.22.72.42.22.22.22.32.32.42.72.92.82.62.32.22.21.91.52.62.22.22.12.22.83.03.43.73.33.03.03.43.43.23.13.12.92.82.92.93.03.03.13.23.33.23.02.82.82.62.42.32.32.42.42.62.92.92.82.52.42.32.11.72.02.12.32.02.12.83.13.33.53.33.13.23.23.33.33.33.12.72.62.62.93.13.13.23.23.02.82.93.13.13.02.82.52.22.22.32.32.62.92.82.62.42.72.51.82.11.82.02.83.23.03.33.22.92.93.03.13.23.33.12.62.32.32.52.72.82.82.82.72.73.03.12.72.62.72.62.22.02.12.22.32.52.52.32.22.32.21.62.72.93.13.12.92.42.22.52.92.92.01.92.12.12.02.62.52.62.72.82.93.02.72.21.81.61.61.61.71.82.02.02.12.72.82.42.32.52.52.11.81.71.71.71.71.52.52.62.82.82.82.72.72.41.91.51.41.31.41.41.61.71.81.92.32.62.72.62.52.32.01.81.81.61.51.51.41.41.31.21.11.02.22.32.52.82.82.62.32.11.71.41.21.21.21.31.31.51.81.92.02.22.32.32.22.01.91.91.71.51.31.31.31.21.11.01.00.91.82.02.33.03.02.42.01.81.51.31.11.11.11.11.21.31.61.81.81.81.81.81.81.91.91.71.51.31.31.21.11.01.00.90.90.81.71.92.22.52.52.11.81.61.41.21.01.01.01.01.11.21.31.61.71.71.71.71.81.81.71.61.41.31.21.11.10.90.90.90.80.71.51.71.92.02.01.91.71.51.31.11.00.90.90.91.01.11.21.41.51.71.71.71.71.71.51.41.31.21.21.11.01.00.90.80.80.71.31.51.71.71.71.71.61.41.21.00.90.90.90.90.91.01.11.31.41.51.61.61.61.51.51.41.31.31.31.21.11.11.00.90.80.71.31.51.61.61.61.61.51.41.21.00.90.80.80.90.91.01.11.31.41.51.61.61.61.51.51.41.41.41.31.31.21.11.11.00.90.81.21.41.61.61.61.61.51.41.21.00.90.80.80.90.91.01.11.31.41.51.61.61.61.51.51.41.41.41.51.41.31.21.21.10.90.81.31.51.71.81.81.81.61.41.21.00.90.80.80.90.91.01.11.31.41.61.61.61.61.61.51.51.51.61.61.71.71.51.41.31.10.91.31.61.92.12.32.01.71.51.31.10.90.90.90.90.91.01.21.41.61.61.71.71.71.71.61.61.61.71.82.02.12.01.81.61.31.01.41.62.02.62.72.21.81.61.31.11.00.90.90.91.01.11.41.61.71.61.61.61.71.81.81.81.81.92.02.32.72.72.11.71.41.11.61.72.02.52.52.32.01.81.41.11.00.91.01.01.11.31.51.71.71.71.81.81.81.92.02.02.02.22.42.62.82.82.11.71.51.31.71.92.22.22.32.32.32.01.61.21.01.01.01.01.21.41.51.61.82.12.32.32.22.02.02.12.32.52.82.82.62.42.22.01.81.51.71.82.02.12.32.42.52.21.61.21.01.01.01.11.21.41.51.72.22.42.32.32.42.22.02.12.52.83.12.92.72.52.32.01.81.71.82.12.32.52.21.41.51.82.42.42.93.23.02.62.21.92.12.32.52.21.41.41.82.42.43.03.23.02.72.21.71.82.22.22.22.32.32.01.51.21.01.01.11.11.21.41.51.72.22.42.32.32.42.32.02.12.52.83.13.02.82.52.42.01.81.61.61.82.02.22.32.22.11.81.41.11.01.01.01.01.11.41.51.61.92.22.32.32.22.02.02.22.42.62.82.82.72.52.32.11.81.51.11.31.51.92.62.62.11.81.61.31.10.90.90.90.91.01.21.51.71.61.71.81.81.81.92.12.12.12.32.42.62.92.92.21.81.51.20.91.21.51.92.22.31.91.61.41.21.00.90.80.80.90.91.01.31.51.61.51.51.61.71.81.91.81.82.02.12.32.72.72.21.71.41.10.81.11.41.61.61.71.61.41.31.10.90.80.80.80.80.80.91.11.31.41.51.51.61.61.61.61.61.71.81.92.12.22.01.91.71.31.00.81.01.21.31.41.41.41.31.21.10.90.80.70.70.70.80.91.01.11.21.31.41.41.41.41.41.51.61.71.81.81.81.71.61.41.21.00.81.01.11.21.31.31.31.31.21.10.90.80.70.70.70.70.80.91.01.11.21.21.31.31.31.41.41.61.61.71.71.61.51.41.31.11.00.91.01.21.31.41.31.31.31.21.10.90.80.70.70.70.70.80.91.01.11.21.21.31.31.31.41.41.51.61.71.71.61.61.51.41.21.00.81.01.11.31.31.31.31.31.21.10.90.80.70.70.70.80.80.91.01.11.21.31.31.31.31.41.41.51.61.71.71.61.61.51.41.21.00.81.01.21.31.41.41.41.41.31.10.90.80.80.70.70.80.80.91.01.11.21.31.31.31.41.41.51.61.71.71.71.71.61.51.31.21.00.91.11.41.61.61.71.71.51.31.21.00.90.80.80.80.80.90.91.01.11.21.31.31.41.41.41.51.61.71.82.02.01.81.71.61.31.00.91.21.61.92.12.21.91.61.41.31.10.90.80.80.80.80.91.01.11.31.41.51.51.51.51.61.61.71.92.02.22.52.42.11.81.41.11.11.41.62.02.62.82.21.81.61.41.11.00.90.90.90.91.01.11.31.51.51.61.61.71.81.81.81.92.12.32.53.03.02.31.8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