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HomeMy WebLinkAbout033 LANDSCAPE DETAILS8L201BIKE RACK 3/4"=1'-0"3L201BOULDER WALLSCALE: 3/4"=1'-0"ADJACENT LANDSCAPE ONLYDECOMPOSED GRANITE3/4" MINUS CRUSHED GRAVEL6" DEPTH MIN.DRYSTACK STONE WALLCOMPOSED OF 12"-16" STONE4"3"24" STONE2"4L201BOULDER BENCH IN CONCRETESCALE: 3/4"=1'-0"3/4" MINUSCRUSHEDGRAVELBOULDER BENCH24" STONENOTES:BOULDERS SHALL HAVE THE FOLLOWING CHARACTERISTICS:1.SOURCE: LOCALLY SOURCED2.FORM: FLAT TOP AND CUT EDGES, PARALLELOGRAM SHAPED.3.SIZE: MIXTURE OF SMALL AND MEDIUM 22" ROCK BLOCK.4.PLACEMENT: AS SHOWN ON PLAN5.GAPS: THERE SHALL BE NO GAPS GREATER THAN 2" BETWEEN BOULDERS IN WALL FORMATION.NOTES:BOULDERS SHALL HAVE THE FOLLOWING CHARACTERISTICS:1.SOURCE: LOCALLY SOURCED,2.FORM: FLAT TOP AND CUT EDGES, PARALLELOGRAM SHAPED.3.SIZE: MIXTURE OF SMALL AND MEDIUM 22" ROCK BLOCK.4.PLACEMENT: AS SHOWN ON PLAN5.GAPS: THERE SHALL BE NO GAPS GREATER THAN 3" BETWEENBOULDERS IN WALL FORMATION.14" MIN, 20" MAX 14" MIN, 20" MAX5L201DECOMPOSED GRANITE PATHSCALE: 3/4"=1'-0"COMPACTED NATIVESUBGRADE TO 95%STANDARD PROCTOR PERGEOTECHNOTES1.SEE SPECIFICTION 321543 AGGREGATE PAVING.PROVIDE SUBMITTAL DATA AS SPECIFIED.GEOTEXTILE FABRIC PERGEOTECH1 12" MINUS CRUSHED BASE PERGEOTECH8" DEEP 12" THICK PRESSURETREATED PLYWOODFORMWORK TO REMAINADJACENT GRASS SEEDCOMPACTED CRUSHERFINES, SEE NOTES FORSIZESLOPE PER CIVILSIDE SLOPESVARY, TYP, SEEGRADING PLAN4"WOOD STAKES SPACEDAPPROXIMATELY EVERY 4 FEETSEE PLANS FOR WIDTH4"#4 @ 18" OC EA WAYHOOK DOWN 6" AT BOT#3 NOSE BAR2- #5 AT STEMBASE1'-0"8"1'-6" LAPMIN4"1'-0"O.C.3'-0"1'-0"O.C.CONC SLAB ON GRADE,SEE PLAN1 1/2" STANDARDROUND TUBE, TYP8" EMBEDMENT & 4"CONCRETE SIDE COVER,3" CLR FROM BOTTOMNOTES:1.SEE GRADING PLAN FOR NUMBER OF RISERS AND FOR STAIRELEVATIONS.2.HANDRAIL TYPICAL FOR BOTH SIDES OF STAIRS3. POWDER COAT RAILINGS BLACK4. SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TOMANUFACTURING5. ASTM A53 GR B Fy=35 KSI MIN, PIPE 112" X-STONG VERTICALS @ 4'-0" SPA MAX, PIPE 112" STD HORIZONTALS6.EACH STAIR NOSE TO HAVE 2" WIDE WHITE REFLECTIVE STRIP.TAPE TO BE EXTERIOR GRADE.SLOPERAILING TOMATCHSLOPE OFSTAIRS6"SEENOTE #64"1'4"2'-11"INSTALL NON-SHRINK GROUTAPPROX 1/2" BELOW TOP OFCONCRETE IN POST SLEEVE, FILLTOP WITH SEALANT AND SLOPESEALANT TO SHED WATER AWAYFROM POST4" MIN6L201STEPS WITH HAINDRAILSCALE: 3/4"=1'-0"3'-078"1'-714"1 5/8" x 18"WALL METALTUBEFINISH GRADESECTIONCONCRETEISOMETRICNOTES:1.BIKE RACK TO BE MODEL: MBR500 SERIES, SURFACE MOUNTED AS MANUF. BY MAGLIN,WWW.MAGLIN.COM OR MADRAX, WWW.MADRAX.COM. POWDER COATED.2.SURFACE MOUNT BIKE RACKS ACCORDING TO MANUF.'S SPECIFICATIONS.3 EA 0.563"DIA. HOLE,TYP.ELEVATIONPLANPLANENLARGEMENT4.50" DIA, TYP.1STEEL EDGING SCALE = 1/2"=1'-0"FINISH GRADE OF ADJACENT TURF.MULCH/LAWN EDGE AS NOTED.ORGANIC MULCH, AS SPECIFIED.3"1L20112" PREFORMED EXPANSION JOINT MATERIALWITH BOND BREAKBOND BREAKJOINT FILLERMATCH CONCRETE COLORBASE COURSE MATERIALPLANSECTIONJOINT FILLERMATCH CONCRETE COLORSMOOTH TOOL MARKS TOREMAIN IN ALL AREAS OFCOLORED CONCRETETOOLED EXPANSION JOINTSMOOTH TOOL MARKS TOREMAIN IN ALL AREAS OF 2X2SCORING2L201CONCRETE EXPANSION AND CONTROL JOINTS SCALE = 1/2"=1'-0"TREE STAKES AND TIES AS SPECIFIED.STAKES SHALL NOT PENETRATE ROOTBALL.MULCH AS SPECIFIED. PULLMULCH AWAY FROM TRUNK.PLANTING DEPTH AS SPECIFIED.COMPLETELY REMOVE ROOTBALLWIRE AND BURLAP CONTAINMENTMATERIAL FROM ROOTBALL.NOTES:1.STAKING AND TREE WRAPPING IS NOT MANDATORY. HOWEVER, THE CONTRACTOR SHALL REPLACEANY UN-STAKED OR UNWRAPPED TREE WITHOUT QUESTION IF DIRECTED TO DO SO AT ANY TIMETHROUGH COMPLETION OF WARRANTY PERIOD.2.CREATE A SAUCER AROUND TREES IN MEADOW AREAS TO RETAIN IRRIGATION WATER.USE PROPER PRUNING TECHNIQUES TOREMOVE DEAD OR BROKEN LIMBS, ANDCOMPETING APICAL LEADERS.EXCAVATE HOLE:WIDTH = 3 x DIA. OF ROOTBALLDEPTH = HEIGHT OF ROOTBALLTREE PLANTING 1/4" = 1'-0"FINISH GRADE - SEE CIVIL.CONDITIONS VARY - SEE SITEPLAN AND CIVIL3' MIN.3'-6" MIN.4'14" X 5" X 6' DIA.BORDER KINGMANUFACTUREDBY BORDERCONCEPTS, INC.,STEEL EDGING,GALVANIZEDFINISH.LAWN APPLICATION7L201PERFORMANCE IRRIGATION NOTES:1.CONTRACTOR IS TO DESIGN AND INSTALL IRRIGATION SYSTEMS ANDCONNECT TO THE EXISTING IRRIGATION SYSTEM MAINLINE PIPING,WATER SOURCE FROM EXISTING ON SITE WELL AND CONTROLLED WITHON SITE CONTROLLER INSTALLED IN PHASE 1.2.IRRIGATION SYSTEMS TO BE UNDERGROUND AUTOMATIC IRRIGATIONSYSTEM TO PROVIDE ADEQUATE WATER FOR ALL PLANT MATERIAL ASSHOWN ON PLANTING PLANS. INSTALL MAINLINES & LATERAL LINE INUNDERGROUND TRENCH. INSTALL MANUAL DRAINS AT LOW POINTS ANDAIR RELIEF VALVES AT HIGH POINTS ALONG MAINLINE. INSTALL QUICKCOUPLERS AT END OF MAINLINE AND ISOLATION VALVES DOWNSTREAMOF MAINLINE TEES AND AT DRIVEWAYS.3.ROUTING OF PIPING IS CONCEPTUAL. COORDINATE ACTUAL ROUTES FORSLEEVES AND PLANTING (LAWN) REPAIR.4.COORDINATION OF DESIGN TO BE WITH OWNER FOR EXACT LOCATION.5.CONTRACTOR TO VERIFY AVAILABLE GALLONAGE AND PRESSURE.DESIGN IRRIGATION SYSTEM BASED UPON AVAILABILITY.6.PROPOSED SHRUB & PERENNIAL PLANTERS SHALL BE WATERED BYIN-LINE EMITTER DRIP WITH DRIP ZONE CONTROL KIT PROVIDE PVCLATERALS TO BEDS AND CONNECT TO DRIP LINE AS SPECIFIED.7.TURF AREAS SHALL BE WATERED BY SPRAY HEADS AS DETAILED ANDSPECIFIED WITH AUTOMATIC CONTROL VALVE. SPRAY HEADS TO BE ONSEPARATE ZONES THAN DRIP LINE ZONES. PROVIDE HEAD TO HEADCOVERAGE IN TURF AND FESCUE AREAS.8.CONTRACTOR SHALL PROVIDE SLEEVING FOR PIPE BELOW PAVEMENT.SLEEVE AS . SUPPLY ONE EXTRA SLEEVE WITH EACH MAINLINE SLEEVEFOR CONTROL WIRES. COORDINATE SLEEVE INSTALLATION WITH OTHERTRADES AND OTHER PROJECTS. BORE UNDER EXISTING SIDEWALKS ASREQUIRED TO EXTEND DOWN-SIZED IRRIGATION TO MAINLINE.9.IRRIGATION SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCE WITHALL PERTINENT CODES AND REGULATIONS, THE REFERENCEDSTANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS.10.IRRIGATION SYSTEM TO BE DESIGNED TO PREVENT OVER-SPRAY ONTOBUILDING AND PAVED SURFACES.11.ZONES TO BE DESIGNED WITH REGARD TO PLANT MATERIAL AND WINDAND SUN EXPOSURE TO ENSURE PROPER PLANT REQUIRED WATERCOVERAGE.12.PROVIDE ALL COMPONENTS REQUIRED FOR PROPER WINTERIZATION OFSYSTEM.13.PRIOR TO IRRIGATION MAINLINE TRENCH BACKFILL, CONTRACTOR TOCONTACT ARCHITECT FOR MAINLINE PRESSURE TEST.14.PROVIDE SCHEMATIC (INCLUDING ALL WATER SOURCES) PRIOR TOMATERIAL PURCHASE AND THEN FINAL LAYOUT AND SHOP DRAWINGS FORWRITTEN APPROVAL. SEE SUBMITTAL REQUIREMENTS FOR ADDITIONALINFORMATION.15.SEE DETAILS SHEET AND ALL PROJECT MANUAL SPECIFICATIONS.EXISTINGIRRIGATION NOTES:1.EXISTING IRRIGATION SYSTEMEXIST ON SITE. BOULEVARDIRRIGATION TO BE RETAINED ANDPRESERVED DURRINGCONSTRUCTION FOR EXISTINGTURF AND TREES.2.THE EXISTING IRRIGATIONSYSTEMS MAY EXTEND BEYONDTHE PROJECT LIMITS. AREASMUST REMAIN OPERATIONALDURING THE GROWING SEASON.PROVIDE TEMPORARYCONNECTIONS TO MAINTAINPLANTS TO REMAIN. ANYNEGLECTED PLANTINGS THAT DIEWILL BE THE RESPONSIBILITY OFTHE CONTRACTOR TO REPLACE.REPLACED PLANTINGS WILL BEEQUIVALENT IN QUANTITY,SPECIES, HEALTH AND MATURITY(UP TO 4" CAL. FOR TREES)06.29.17 11:09 PM | L:\BERKH_BZN\BIMCAD\LandArch\BERKH_BZN_L201.dwgL201LANDSCAPEDETAILSRUSH05.22.2023 CITY COMMENTSRUSHDRAWN BY |REVISIONS©| ALL RIGHTS RESERVEDCHECKED BY |®BHHS BOZEMAN OFFICE BERKSHIRE HATHAWAY HOME SERVICESCONSTRUCTION DOCUMENTS03.27.202320231