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Home My WebLink About007 C2.1.1 SITE & UTILITY PLANC1.1.109.15.22issue dateproject #LEGEND 22006.00BID SETSPANISH PEAKS CONNECTIONS HEALTH SOLUTIONSphasesheet project ownerrevisiondateaddress BID SET P:\22180_Bozeman_Health_Connections_Clinic\CADD_C3D\PRODUCTION_DWG\SITE PLAN MODIFICATION\22180_ LEGEND.dwg Nov 08, 2022 - 11:17am CATCH CURBSPILL CURBTRANSITION FROM CATCHTAPER CURB HEAD 3'TO SPILL CURBGRADING PLANELECTRIC JUNCTION BOXEXISTING STORM DRAIN MANHOLEEXISTING CATCH BASINSIGNPOWER POLEEXISTING WATER VALVEEXISTING FIRE HYDRANTBOLLARDBUSHEXISTING CURB STOPFIRE DEPT. CONNECTIONFIBER OPTIC PEDESTALGAS METERGAS MANHOLEGAS VALVEGUYWIREIRRIGATION VALVEIRRIGATION BOXLIGHT POLEPOWER METERPOWER MANHOLEELECTRIC PEDESTALROOF DRAINSIGNAL POLEEXISTING SANITARY SEWER MANHOLESANITARY SEWER CLEAN OUTTELEPHONE BOXTELEPHONE MANHOLETELEPHONE PEDESTALTRANSFORMERCONIFEROUS TREEDECIDUOUS TREECOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALWELLYARD HYDRANTEW = FINISHED GRADE AT EDGE OF WALKTC = FINISHED GRADE AT TOP BACK OF CURBBC = FINISHED GRADE AT BUILDING CORNERTW = FINISHED GRADE AT TOP OF WALLAC = FINISHED GRADE AT ASPHALTEA = FINISHED GRADE AT EDGE OF ASPHALTEC = FINISHED GRADE AT EDGE OF CONCRETESDI = STORM DRAIN INLETSDMH = STORM DRAIN MANHOLEFL = FINISHED GRADE AT FLOWLINEFG = FINISHED GRADE EX = APPROXIMATE EXISTING ELEVATIONPOC = POINT ON CURVEEXISTING WATER REDUCERGAS WELLFOUND CORNER MONUMENT AS NOTEDSET CORNER MONUMENT, REBAR WITH CAPBENCHMARKSECTION QUARTER CORNERSECTION CORNERWTR = WATERPI = POINT OF INTERSECTIONPRC = POINT OF REVERSE CURVERT = RIGHTLT = LEFTSS = SANITARY SEWERPT = POINT OF TANGENCYSD = STORM DRAINGV = GATE VALVEBFV = BUTTERFLY VALVERED = REDUCERLF = LINEAL FOOTFT = FEETSSMH = SANITARY SEWER MANHOLEBVC = BEGIN VERTICAL CURVECS = CURB STOPEVC = END VERTICAL CURVEPVI = POINT OF VERTICAL INTERSECTIONLINETYPESABBREVIATIONSSYMBOLSPROPOSED CATCH BASINPROPOSED WATER REDUCERPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED CURB STOPPROPOSED SANITARY SEWER MANHOLEPROPOSED STORM DRAIN MANHOLEKEYNOTE CALL OUT(SEE KEYNOTE LEGEND)SRVC = SERVICE(TYP.) = TYPICALPC = POINT OF CURVATUREEXISTING MONUMENT BOXPROPOSED MONUMENT BOXNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCHINFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BESTRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITYCOMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS 6TH EDITION, APRIL, 2010, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATEDMARCH 31, 2011, WITH ADDENDUM.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THERESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY APARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUESAS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.GR = EXISTING GRADE AT GROUNDBRK = GRADE BREAKFIBER OPTICGAS PIPELINEOIL PIPELINEUNDERGROUND POWERSANITARY SEWERSTORM DRAINTELEPHONETELEVISION/CABLEWATERCONTOUROVERHEAD POWERFENCE - VINYLFENCE - BARBWIREFENCE - WOODCURB AND GUTTEREDGE OF ASPHALTEDGE OF GRAVELFENCE - CHAINLINK/WOVEN WIREEXISTINGPROPOSEDHP = HIGH POINTDEMO AREAPROPOSED ASPHALTPROPOSED CONCRETEPROPOSED GRAVELTOP OF CURB - 0.58' = LIPTOP OF CURB - 0.53' = FLOWLINESPILL CURB TOP OF CURB - 0.38' = LIPTOP OF CURB - 0.45' = FLOWLINECATCH CURB 120 19TH AVE. UNIT 1 BOZEMAN, MONTANA 59718issue datephaserevisiondate11-01-22311.01.22BID SET PROJECT SURVEY CONTROL (LDP)Point #1234200201Northing (IFT)120552.92120621.04120618.89120695.30120713.91120502.66Easting (IFT)376264.74376495.02376305.06376329.43376434.75376428.92Elevation (USSF)4811.804813.554810.674812.634810.554814.85DescriptionCP / MAG-NAILCP / MAG-NAILCP / X MARK ON CONC.CP / X MARK ON CONC.PC / FND5/8"YCR5606GASTONPC / FND2"ACR14732 MORRISON & MAIRLE 2012C1.2.1issue dateproject #EXISTING TOPOGRAPHY & DEMOLITION PLAN 22006.00SPANISH PEAKS CONNECTIONS HEALTH SOLUTIONSphasesheet project ownerrevisiondateaddressNORTH020SCALE: 1" = 20'401020P:\22180_Bozeman_Health_Connections_Clinic\CADD_C3D\PRODUCTION_DWG\SITE PLAN MODIFICATION\22180_TOPOGRAPHY & DEMOLITION PLAN.dwg Nov 08, 2022 - 11:19am SITE DEMOLITION NOTES:1.ALL LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED FEATURES ARE APPROXIMATE AND THE PROJECT DRAWINGSMAY NOT INCLUDE ALL EXISTING FEATURES WITHIN THE PROJECT BOUNDARIES. THE CONTRACTOR SHALL THOROUGHLYREVIEW THE SITE PRIOR TO BIDDING AND CONSTRUCTION TO BECOME FAMILIAR WITH THE EXISTING SITE FEATURES ANDCONDITIONS. IF DISCREPANCIES ARE FOUND BETWEEN THE PROJECT DRAWINGS AND FIELD CONDITIONS THE CONTRACTORSHALL CONTACT THE PROJECT ENGINEER FOR CLARIFICATION.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS NECESSARY TO COMPLETE THEPROPOSED WORK INCLUDING DEMOLITION, RIGHT-OF-WAY AND ENVIRONMENTAL PERMITS.3.ALL PUBLIC AND PRIVATE UTILITY TERMINATIONS, DISCONNECTS AND REMOVALS TO BE COORDINATED WITH THE APPLICABLEUTILITY PROVIDERS AND PERFORMED IN ACCORDANCE TO THEIR RESPECTIVE STANDARDS AND SPECIFICATIONS.4.ALL EXISTING BUILDINGS, ASPHALT, CONCRETE AND OTHER EXISTING FACULTIES WITHIN THE “DEMO. AREA” TO BE REMOVEDAND PROPERLY DISPOSED IN ACCORDANCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS.5.ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT, CURB AND GUTTER, PUBLIC SIDEWALK AND PAVEMENT MARKINGSWITHIN THE PUBLIC RIGHT-OF-WAY TO BE RESTORED IN ACCORDANCE TO CITY STANDARDS. ALL ASPHALT MATCH LINESSHALL BE SAW CUT TO PROVIDE FLUSH TRANSITION.6.ALL EXISTING UNDERGROUND PIPE SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE NOTED. ALL SEVERED PIPE ENDSABANDONED IN PLACE SHALL BE PLUGGED WITH WATER TIGHT CAPS. ANY EXISTING PIPING WITHIN THE PROPOSED BUILDINGAREA SHALL BE REMOVED & DISPOSED.7.ALL EXCAVATIONS OR VOIDS CREATED DURING DEMOLITION SHALL BE BACKFILLED AND COMPACTED IN A CONTROLLEDMANNER PER THE PROJECT GEOTECHNICAL REQUIREMENTS. INCLUDES BUILDING BASEMENT AREAS. SEE REQUIREMENTS INTHE GEOTECHNICAL REPORT.8.CONTRACTOR TO ESTABLISH TYPE OF GATES, ACCESS TO FENCES, AND LOCATION OF GATES TO THE RESPECTIVE STAGINGAREAS AT THEIR OWN DISCRETION.BID SET 09.15.22BID SET120 19TH AVE. UNIT 1 BOZEMAN, MONTANA 59718issue datephaserevisiondate11-01-22311.01.22BID SET C2.1.1issue dateproject #SITE & UTILITY PLAN 22006.00SPANISH PEAKS CONNECTIONS HEALTH SOLUTIONSphasesheet project ownerrevisiondateaddressNORTH020SCALE: 1" = 20'401020P:\22180_Bozeman_Health_Connections_Clinic\CADD_C3D\PRODUCTION_DWG\SITE PLAN MODIFICATION\22180_SITE PLAN.dwg Nov 08, 2022 - 2:36pm 11-01-223BID SET 11.01.22BID SET120 19TH AVE. UNIT 1 BOZEMAN, MONTANA 59718 C2.1.2issue dateproject #GRADING PLAN 22006.00SPANISH PEAKS CONNECTIONS HEALTH SOLUTIONSphasesheet project ownerrevisiondateaddressNORTH010SCALE: 1" = 10'201020P:\22180_Bozeman_Health_Connections_Clinic\CADD_C3D\PRODUCTION_DWG\SITE PLAN MODIFICATION\22180_GRADING PLAN.dwg Nov 08, 2022 - 11:27am BID SET 09.15.22BID SET120 19TH AVE. UNIT 1 BOZEMAN, MONTANA 59718issue datephaserevisiondate11-01-22311.01.22BID SET C3.3.1issue dateproject #DETAILS 22006.00SPANISH PEAKS CONNECTIONS HEALTH SOLUTIONSphasesheet project ownerrevisiondateaddress P:\22180_Bozeman_Health_Connections_Clinic\CADD_C3D\PRODUCTION_DWG\SITE PLAN MODIFICATION\22180_DETAILS.dwg Nov 08, 2022 - 11:28am BID SET 09.15.22BID SET120 19TH AVE. UNIT 1 BOZEMAN, MONTANA 59718issue datephaserevisiondate11-01-22311.01.22BID SET IRRIGATION TO BERELOCATED AND ADJUSTEDNEW PLANTING BED TO BEIRRIGATED WITH DRIP IRRIGATIONA NEW VALVE WILL BE NEEDEDCMU ENCLOSUREEXISTING TREE TO BE PROTECTED(3) CA(3) RR(5) PQ(4) CA1L1.1.1TREE PROTECTION3L1.1.1EDGING DETAIL4L1.1.1ROCK MULCH2L1.1.1SHRUB PLANTINGRESTORE EXISTING SOD ALONG EDGINGEXISTING SODTO REMAINEXISTING BUILDINGNEW GENERATORLIMIT OF WORK3L1.2.1TRELLIS - SOUTH WALL2L1.2.1TRELLIS - WEST WALL1L1.2.1TRELLIS SECTION TYP.REMOVE ALL EXISTING SODIN PLANTING BED LOCATIONTREE PROTECTIONLIMIT OF WORKMETAL EDGINGSHRUBSBOTANICAL / COMMON NAMECONTQTYCALAMAGROSTIS X ACUTIFLORA / FEATHER REED GRASS2 GAL7PARTHENOCISSUS QUINQUEFOLIA / VIRGINA CREEPER1 GAL5RHAMNUS FRANGULA 'RON WILLIAMS' / FINE LINE® ALDER BUCKTHORN5 GAL3GROUND COVERSBOTANICAL / COMMON NAMECONTQTYROCK MULCH TO MATCH EXISTINGSQFT332 SFPLANT SCHEDULEL1.1.1issue dateproject #LANDSCAPE PLAN 22006.00SPANISH PEAKS CONNECTIONS HEALTH SOLUTIONSphasesheet project ownerrevisiondateaddress P:\22180_Bozeman_Health_Connections_Clinic\CADD_C3D\PRODUCTION_DWG\22180_LS PROD.dwg Nov 08, 2022 - 11:33am 11.01.223BID SET 11.01.22BID SET120 19TH AVE. UNIT 1 BOZEMAN, MONTANA 59718UULCGENERAL NOTES1.THE CONTRACTOR SHALL OBTAIN, AT THEIR OWN EXPENSE, APPLICABLE LICENSES, STANDARDS,PERMITS, ETC. WHICH ARE NECESSARY TO PERFORM THE WORK.2.THE CONTRACTOR SHALL LOCATE, CLEARLY MARK AND MAINTAIN EXISTING UTILITIES ON THESITE PRIOR TO WORK START UP. CALL FOR UTILITY LOCATES PRIOR TO COMMENCING WORK.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND REPAIROF UTILITIES IF DAMAGED. REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER4.ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ANYDEVIATION FROM THESE PLANS MUST BE APPROVED BY OWNER OR LANDSCAPE ARCHITECT PRIORTO CONSTRUCTION.5.LIMIT OF WORK IS AS INDICATED ON THE PLANS.6.COORDINATE SITE ACCESS, STAGING, STORAGE AND CLEANOUT AREAS WITH OWNER'SREPRESENTATIVE.010SCALE: 1" = 10'20510LANDSCAPE PLAN LEGENDVARIES PER TREE SIZE - EXTEND FROM DRIPLINE TO DRIPLINE4'-0"SECTIONNOTES:1.REMOVAL OF TREE PROTECTION FENCE DURING CONSTRUCTIONWILL RESULT IN A $500 PER INCIDENT, PER DAY FINE TO THECONTRACTOR.2.TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANYLAND DISTURBING ACTIVITIES.3.ANY DAMAGED FENCE SHALL BE REPAIRED ON A DAILY BASIS.4.DEAD TREES, SHRUBS, OR UNDERGROWTH SHALL BE CUT FLUSHWITH ADJACENT GRADE. THERE SHALL BE NO SOIL DISTURBANCEUNDER THE DRIPLINE OF THE TREE TO REMAIN.5.BOULEVARD TREE PROTECTION FENCING TO BE ADJUSTED TOREFLECT THE WIDTH OF THE TREE LAWN OR TREE GRATE AREAWHERE PROVIDING FENCING TO THE DRIPLINE EXTENTS IS NOTPOSSIBLE.6.PROVIDE SUPPLEMENTAL WATER DURING CONSTRUCTION.INSTALL 6' T-POST 6' ON CENTER ATDRIP LINE OF TREE. INSTALL 4'ORANGE CONSTRUCTION FENCEAROUND TREE. USE 3 CABLE TIES PERPOST. FENCING NOT TO BE REMOVEDWITHOUT WRITTEN CONSENT OF THEPROJECT REPRESENTATIVE3" DEPTH MULCH ORGANIC MULCHDO NOT TRENCH, FILL, PARKVEHICLES, OR STORE MATERIALS INDRIP LINE AREA OF TREE ORWITHIN FENCINGTREE PROTECTIONN.T.S.PLAN4' ORANGE CONSTRUCTIONFENCE1SHRUB PLANTINGN.T.S.NOTES:1.SHRUBS WITH BROKEN OR CRUMBLING ROOT BALLS WILL BE REJECTED. CONTAINERREMOVAL WILL NOT BE AN EXCUSE FOR DAMAGED ROOT BALLS.2.TOP OF MULCH TO BE 1" BELOW ADJ WALKWAY, CURB, EDGING, OR OTHER SURFACE.3.PRUNE OUT ALL DAMAGED OR DEAD WOOD.4.ALL PLANT MATERIAL TO BE INSPECTED UPON DELIVERY. REJECTED MATERIALS TO BEIMMEDIATELY RETURNED TO SOURCE.6.RAKE SUBGRADE AND REMOVE ALL DEBRIS GREATER THAN 1/2" IN DIA. INCLUDING ROCKS,CONCRETE, ORGANIC DEBRIS, AND OR CONSTRUCTION DEBRIS.TOP OF ROOT BALLSHALL BE 1-2" ABOVESURROUNDING GRADE3" DEPTH MULCH, KEEPMULCH AWAY FROM TRUNKREMOVE CONTAINER,LIGHTLY SCARIFYROOTSBACKFILL WITH 75%NATIVE SOIL, 25%COMPOST2N.T.S.ISOMETRIC VIEWPERMALOC CLEANLINEALUMINUM EDGING(TOP OF EDGING TO BE MAXIMUMOF 12" (12.7MM) ABOVESURFACE MATERIAL)3" DEPTH ROCK MULCHTO MATCH EXISTING LANDSCAPEWEED BARRIERCOMPACT GRADES ADJACENTTO EDGING TO AVOIDSETTLING12" (305MM) ALUMINUM STAKES TOLOCK INTO PREFORMED LOOPS ONTHE EDGINGSTAKESEDGING DETAILN.T.S.3ROCK MULCHWEED BARRIER FABRICNEW TOPSOILEXISTING SUBGRADE18"3"ROCK MULCHN.T.S.4TREE PROTECTION NOTES1.PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITY, ALL TREES TO REMAIN WITHIN THECONSTRUCTION LIMITS SHALL BE TAGGED WITH ORANGE OR PINK SURVEYOR FLAGGING.OWNER'S REPRESENTATIVE SHALL VERIFY TAGGED TREES ARE THOSE TO BE PROTECTED.2.NO CONSTRUCTION ACTIVITIES SHALL BE PERMITTED IN THE TREE PROTECTION ZONE.INCLUDING, BUT NOT LIMITED TO, MATERIALS STORAGE, TRUCK OR MATERIALSWASHOUT, OR OTHER SITE WORK ASSOCIATED WITH THIS PROJECT.3.DAMAGE TO TREES OR BRANCHES DURING CONSTRUCTION ACTIVITIES, WHETHER FROMTHE GROUND OR OVERHEAD CRANE, SHALL INCUR A FINE OF $500 PER OCCURRENCE.NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY UPON OCCURRENCE OF DAMAGE.4.DO NOT CHANGE OR ALTER GRADES WITHIN THE TREE PROTECTION ZONE.5.CUT OFF EXPOSED ROOTS WHERE FOUND ALONG GRADING AND CLEARING LIMITS.CLEANLY CUT ROOTS, AVOIDING TEARS. COVER ALL EXPOSED ROOTS WITH ORGANICMULCH, COMPOST OR TOPSOIL.6.DEMOLITION AND REMOVAL ACTIVITIES SHALL AVOID TREE PROTECTION AREAS ANDAVOID BRANCHES OF TREES TO REMAIN.7.CONTRACTOR SHALL REMOVE AND DISPOSE OF OFF SITE ALL TREE LIMBS, TRUNKS, ANDSTUMPS.PLANT SCHEDULEIRRIGATION NOTES1.ALL EXISTING IRRIGATION TO BE TURNED OFF DURING CONSTRUCTION.2.EXISTING VALVE BOX IN NEW PLANTING BED TO BE MOVED TO OUTSIDE THE NEWEDGING WITHIN THE SAME LANDSCAPE ISLAND.3.ALL EXISTING IRRIGATION IN NEW PLANTING AREA TO BE SEVERED, CAPPED, ANDADJUSTED ALONG EAST SIDE OF NEW EDGING.4.NEW PLANTING AREA TO BE IRRIGATED WITH DRIP IRRIGATION.5.NEW DRIP IRRIGATION SHALL BE CONNECTED TO CLOSEST EXISTING DRIP LINE. IF NODRIPLINE IS PRESENT, A NEW VALVE SHALL BE INSTALLED TO MATCH EXISTING VALVES.CONTRACTOR TO CONFIRM AND SUBMIT TO LANDSCAPE ARCHITECT.6.ALL NEW PLANTINGS TO RECEIVE POINT SOURCE DRIP EMITTERS.7.SUBMIT SHOP DRAWING WITH NEW ZONE AND MATERIALS, AND ZONE WATER USAGECHART.PLANTING NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHICQUANTITIES TAKE PRECEDENCE OVER WRITTEN QUANTITIES.2.ALL LANDSCAPE AREAS SHALL RECEIVE SOIL PREPARATION AS SPECIFIED.3.ALL EXISTING GRASS STAND AREAS DISTURBED BY CONSTRUCTION OPERATIONS SHALL BESOIL PREPARED AND SEEDED BY THE CONTRACTOR.4.CONTRACTOR TO REMOVE AND DISPOSE OF ALL EXISTING SOD IN NEW PLANTING BEDAREA.5.EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENTAND THE MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTINGTURF SPECIES.6.ALL LANDSCAPE MATERIALS SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURALPRACTICES AND AMERICAN NURSERY STANDARDS IN A MANNER DESIGNED TO ENCOURAGEQUICK ESTABLISHMENT AND HEALTHY GROWTH.7.REPAIR DISTURBED AREAS BENEATH SHRUBS BY HAND.8.REPAIR AND RESEED STAGING AREA.9.CONTRACTOR SHALL COORDINATE IRRIGATION AND PLANTING WORK SUCH THATINSTALLED IRRIGATION EQUIPMENT SHALL NOT CAUSE ADJUSTMENT OF PLANTINGLOCATIONS CONTRARY TO THE PLANS. IF IRRIGATION EQUIPMENT IS INSTALLED INLOCATIONS OBSTRUCTING THE INTENDED LOCATIONS OF THE PLANTINGS, NOTIFY THELANDSCAPE ARCHITECT FOR CLARIFICATION.10.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR APERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THEOWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED INTHE CONTRACT DOCUMENTS OR SPECIFICATIONS.11.ALL PLANTS TO BE POCKET PLANTED WITH A MIN OF 12" OF AMENDED SOIL.12.AREAS TO BE RESTORED WITH SOD TO BE AMENDED WITH A MIN. 4" DEPTH TOPSOILPRIOR TO SODDNG.issue datephaserevisiondate11-01-22311.01.22BID SET L1.2.1issue dateproject #LANDSCAPE DETAILS 22006.00SPANISH PEAKS CONNECTIONS HEALTH SOLUTIONSphasesheet project ownerrevisiondateaddress P:\22180_Bozeman_Health_Connections_Clinic\CADD_C3D\PRODUCTION_DWG\22180_LS PROD.dwg Nov 08, 2022 - 11:33am 11.01.223BID SET 11.01.22BID SET120 19TH AVE. UNIT 1 BOZEMAN, MONTANA 59718UULC 1'10"2'-6"838"1'1"2"6'-038"412"6"6"6"6"6"6"6"GROUT FILLEDCMU WALL SEE ARCH1" STEEL SQUARETUBE WELDED1/4" STEEL SQUARE ROD1" STEEL SQUARE TUBE X 3"18-8 STAINLESS 1/2" DIA. X 8-1/2"CONC. STUD ANCHOR TYP. 4" EMBEDDEDTRELLIS SECTION TYP.N.T.S.4L1.2.1TRELLIS - ANCHORINGSEE ARCHITECTURAL AND STRUCTURALFOR FOOTING1TRELLIS - WEST WALLN.T.S.1'3'-6"2'-418"3'-6"1'11'-418"1'4'-038"1'6'-038"1" STEEL TUBE1/4" SQUARE RODGROUT FILLEDCMU SEEARCHITECTURAL4L1.2.1TRELLIS - ANCHORINGSEE ARCHITECTURAL ANDSTRUCTURAL FOR FOOTING2TRELLIS - SOUTH WALL N.T.S.1'3'-6"1'-7"3'-6"1'-7"3'-6"1'15'-778"1'4'-038"1' 6'-038"1" STEEL TUBE1/4" SQUARE RODGROUT FILLED CMUSEE ARCHITECTURAL4L1.2.1TRELLIS - ANCHORINGSEE ARCHITECTURAL ANDSTRUCTURAL FOR FOOTING36"6"2"1"1" STEEL SQUARE TUBEWELDED1/4" STEEL SQUARE ROD18-8 STAINLESS1/2" DIA. X 8-1/2"CON. STUD ANCHOR TYP.4" EMBEDDED1" STEEL SQUARE TUBE X 3"TYP WELDTRELLIS - ANCHORINGN.T.S.4issue datephaserevisiondate11-01-22311.01.22BID SET