HomeMy WebLinkAboutFile Documents.COACH RD.0079.2018 (22).ARBKcontext mapDouble Bar X Lot 7Coach Rd. AspenLANDSCAPECOVERL.COVERNORTHlandscape drawings sheet indexsheet numbersheet nameL.COVERcoverL.0.01notesL.2.01tree mitigation + preservation planL.2.02layout planL.2.03materials planL.2.04planting planL.5.01detailsISSUE & REVISION DATESPlot Date: ________Project #: 257Drawn By: EFChecked By: GTL A N D S C A P E A R C H I T E C T U R E · L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
|| BAR X RESIDENCE
110 + 112 COACH ROAD
ASPEN, CO 816110,0,0ACC FINAL SITE PLAN REVIEWPERMIT SET02/28/201803/30/201803/30/20184/5/2018
SPECIAL CONCRETE PAVEMENT INSTALLATION NOTES·GENERAL CONTRACTOR TO HAVE THE FOLLOWING REVIEWED AND/OR CONFIRMED BY THESTRUCTURAL ENGINEER PRIOR TO FABRICATION AND INSTALLATION OF STRUCTURAL MATERIALSINCLUDING ALL CONCRETE AND STEEL REINFORCEMENT.·CONCRETE JOINTING SHALL BE AS INDICATED ON LAYOUT PLANS. THE JOINTING HAS BEENINTRICATELY DESIGNED, AND THE UTMOST CARE IS TO BE TAKEN TO INSURE THAT THE INTEGRITYOF THE DESIGN IS MAINTAINED THROUGHOUT THE INSTALLATION PROCESS.·NOTES IN THE ACCOMPANYING CONSTRUCTION DETAILS CONCERNING REINFORCEMENT, JOINTFILLER MATERIAL, SUBGRADE COMPACTION AND INSTALLATION OF AGGREGATE BASE ARE TO BERIGIDLY ADHERED TO.·SUBGRADE COMPACTION SHALL TAKE PLACE UNDER DRY CONDITIONS. ANY SOFT OR MUDDYAREAS ARE TO BE EXCAVATED AND REFILLED WITH DRY SOIL OF THE SAME TYPE.·ALL REINFORCEMENT (BARS, DOWELS AND/OR WIRE MESH) SHALL BE IN PLACE AND SECUREDPRIOR TO PLACING CONCRETE. WIRE MESH IS TO ULTIMATELY BE SECURED AT A DEPTH OF 1/2 OFTHE THICKNESS OF THE CONCRETE POUR. ALL MEANS NECESSARY TO ACHIEVE THIS ARE TO BEUTILIZED BY THE INSTALLER.·SLEEVES ARE TO BE IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE.·ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI.·CONCRETE SLUMP SHALL BE 3" MAX. AT TIME OF PLACEMENT.·CONCRETE TO BE INSTALLED WHEN AIR TEMPERATURE IS BETWEEN 50°F AND 85°F. IF THETEMPERATURE IS PREDICTED TO EXCEED EITHER OF THESE LIMITS WITHIN 5 DAYS OFINSTALLATION, CONCRETE SHALL NOT BE INSTALLED AT THAT TIME.·ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN 8% ENTRAINED AIR·ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318, ACI 318.1 AND ACI 301. CONCRETETEST REPORTS SHALL BE MADE AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE JOB SITE. THISIS MANDATORY.·CONTROL JOINTS ARE TO BE HAND-TOOLED, AND ALL JOINTING IS TO BE RIGIDLY STRAIGHT.·CONCRETE INSTALLER IS RESPONSIBLE FOR THE PROPER CURING OF THE CONCRETE FOR THESEVEN DAYS IMMEDIATELY AFTER INSTALLATION. THIS IS TO INCLUDE INSTALLATION OFMOISTURE-RETAINING FABRIC, RE-WETTING OF THE FABRIC AS NEEDED. ON THE FINAL DAY OF THEHEREIN DESCRIBED CURING PROCESS A CURING COMPOUND IS TO BE APPLIED TO THE CONCRETEAFTER REMOVAL OF THE PROTECTIVE FABRIC.GENERAL SITE FURNISHINGS NOTESTHE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS:·ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION,METHODS, PROCEDURES AND MAINTENANCE.·COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS INDICATING ALL DETAILS OFFABRICATION AND INSTALLATION INCLUDING SIZES, SHAPES, FINISHES, COLORS, THICKNESS,MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS.·SUBMIT COLOR SAMPLES FOR APPROVAL.·DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND LABELS INTACT IN CLEAN, DRY ANDPROTECTED LOCATIONS.·STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID DAMAGE.·ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING,SHIPPING, DELIVERY, UNPACKING, AND INSTALLING ACCORDING TO MANUFACTURER'SSPECIFICATIONS AND AS DETAILED ON THE DRAWINGS.·THE CONTRACTOR SHALL VERIFY INSTALLATION PROCEDURE WITH THE OWNER'SREPRESENTATIVE PRIOR TO INSTALLING. THE CONTRACTOR SHALL COORDINATE WITH THEOWNER'S REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND SHALL BECOMPLETELY RESPONSIBLE FOR SHIPPING, UNPACKING, REMOVING PACKAGING, DISREGARDINGPALLET AND PACKAGING MATERIALS, AND ALL HANDLING AFTER DELIVERY TO PLACE SITEFURNISHINGS IN LOCATIONS DESIGNATED ON THE PLANS.·ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVEPRIOR TO BEING PLACED ON SITE.·ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS,CRACKS, CHIPS, STAINS AND SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON FINALPLACEMENT AND APPROVAL.GENERAL SITE LIGHTING NOTES·ALL LIGHTING SHALL BE INSTALLED BY A LICENSED ELECTRICAN(S) IN CONFORMANCE WITH ALLAPPLICABLE REGULATORY CODES. THE CONTRACTOR AND/OR ELECTRICIAN SHALL OBTAIN ALLREQUIRED PERMITS PRIOR TO INSTALLATION.·THE CONTRACTOR AND/OR ELECTRICIAN SHALL PROVIDE SUBMITTALS AND/OR SHOPDRAWINGS OF ALL FIXTURES FOR APPROVAL PRIOR TO INSTALLATION·ALL LIGHTING SHALL BE PROVIDED AS IDENTIFIED ON THE DRAWINGS AND/OR IN THESPECIFICATIONS. NO SUBSTITUTIONS IN MATERIALS OR MANUFACTURER SHALL BE PERMITTEDWITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER.·THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL SPECIFIED LIGHTING UNITSSHOWN ON THE PLAN AND OBTAIN THE OWNER'S WRITTEN APPROVAL PRIOR TO INSTALLATION.·THE CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES PER THE MANUFACTURER'SRECOMMENDATIONS.GENERAL SITE HARDSCAPE NOTES·THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT SITE PRIOR TOBIDDING THE WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS ANDLOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION.·REFER TO THE SITE LAYOUT DRAWINGS FOR LAYOUT GEOMETRY INFORMATION FOR ALL SITEELEMENTS.·THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUMPRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES, IRRIGATIONAND OTHER ELEMENTS AND COORDINATE WITH THE OWNER'S REPRESENTATIVE PRIOR TOINITIATING OPERATIONS. DRAWINGS ARE PREPARED ACCORDING TO THE BEST INFORMATIONAVAILABLE AT THE TIME OF PREPARING THESE DOCUMENTS.·ALL EXISTING SITE ROADS, PARKING LOTS, CURBS, UTILITIES, SEWERS AND OTHER ELEMENTSTO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED.REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELDCONDITIONS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY·THE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITHTHE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE PROGRESSOF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK.·THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURINGCONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLECODES AND RECOGNIZED LOCAL PRACTICES.·THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'SREPRESENTATIVE.·ALL PAVEMENT JOINTS ARE TO BE PARALLEL, PERPENDICULAR OR TANGENT TO ADJACENTLINES UNLESS NOTED OTHERWISE. LAYOUT CURVILINEAR JOINTS AS INDICATED ON THEDRAWINGS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.·ALL PAVEMENT SHALL BE STAKED IN THE FIELD USING DIMENSIONS AND LAYOUT GEOMETRYINDICATED ON THE SITE LAYOUT PLANS OR AS INSTRUCTED AND APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION. ALIGNMENT MAY BE ADJUSTED TOACCOMMODATE EXISTING DRAIN INLETS, MANHOLES, OR OTHER SITE ELEMENTS UPONAPPROVAL OF THE LANDSCAPE ARCHITECT.·THE CONTRACTOR SHALL PROVIDE SAMPLE POURS OF ALL PAVING FOR APPROVAL BY THEOWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION IN CONFORMANCE WITH THESPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL JOINT SEALANTS ANDCOLORS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.·THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROLMEASURES (SILT FENCE, ORANGE GEO FENCE AND/OR OTHER MEASURES) DURINGCONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSEIMPACTS TO THE (LAKE, GUEST AREAS, EXISTING PARKING LOTS, ETC.) ACCORDING TO ALLAPPLICABLE FEDERAL/STATE LAW AND LOCAL CODES.·SEE HARDSCAPE DETAILS FOR CONCRETE EXPANSION JOINTS AND CONTROL JOINTS.CONTROL AND EXPANSION JOINT MODULE WIDTH MAY VARY TO ACHIEVE THE LAYOUTDEPICTED ON THE PLANS. THE CONTRACTOR SHALL FIELD MEASURE AND IDENTIFY MODULARWIDTHS THAT ACHIEVE THE INTENT OF THE LAYOUT SHOWN ON THE PLAN. CONTRACTORSHALL SUBMIT TO THE OWNER'S REPRESENTATIVE A REDLINED PLAN SHOWING ANYREQUIRED CHANGES IN JOINT LAYOUT PRIOR TO PLACEMENT. ALL CHANGES MUST BEAPPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. EXPANSIONJOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AT ALL INTERFACES.·REFER TO STRUCTURAL DRAWINGS FOR MINIMUM JOINT DIMENSION REQUIREMENT.·SEE SITE GRADING PLANS AND CIVIL ENGINEERING DRAWINGS FOR PAVEMENT ELEVATIONS.MATCH GRADES WITH EXISTING CONDITIONS. VERIFY THAT THE PAVEMENT SURFACESBETWEEN EXISTING AND NEW ARE FLUSH AND DO NOT CREATE A TRIPPING HAZARD.·THE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY.RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED OFF-SITE DAILY. ALLMATERIALS, PRODUCTS AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION ASDIRECTED BY THE OWNER'S REPRESENTATIVE.·THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL DRAININLETS, CATCH BASINS, YARD DRAINS AND MANHOLES INDICATED ON THE PLANS UNDERPREVIOUS CONSTRUCTION PACKAGES. WHERE POSSIBLE, DRAIN INLETS IN PAVEMENTSHALL BE LOCATED AT THE INTERSECTION OF PAVEMENT JOINTS OR IN THE CENTER OF APAVEMENT FIELD DEFINED BY THE PAVEMENT JOINT PATTERN INDICATED ON THE DRAWINGS.GENERAL SITE LAYOUT NOTES·CONTRACTOR SHALL FULLY FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TOBIDDING THE WORK.·SEE SITE LAYOUT DRAWINGS FOR CONSTRUCTION LAYOUT GEOMETRY OF THE PROJECT'SSITE DEVELOPMENT ELEMENTS.·REFER TO HARDSCAPE PLANS AND DETAILS AS WELL AS THE STRUCTURAL DOCUMENTS FORADDITIONAL LAYOUT INFORMATION.·CONTRACTOR SHALL COORDINATE AND VERIFY ALL POINTS OF BEGINNING ANDBENCHMARKS FOR THE SITE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INITIATINGLAYOUT OF SITE ELEMENTS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT.·UNLESS NOTED OTHERWISE, THE LIMITS OF CONSTRUCTION SHALL BE AS NOTED ON THEDRAWINGS.·CONTRACTOR SHALL USE THE DIMENSIONING AND STAKING LAYOUTS INDICATED ON THESITE LAYOUT PLANS TO LAYOUT ALL SITE ELEMENTS, PAVEMENT AND PAVEMENT PATTERNS,ETC. BRING ANY DISCREPANCIES, INCONSISTENCIES OR ERRORS TO THE ATTENTION OF THEOWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.·WHEREVER POSSIBLE, THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF THEPAVEMENT AND PAVEMENT PATTERN WITH THE LOCATION OF THE DRAIN INLETS AND OTHERAT GRADE UTILITY ELEMENTS.GENERAL GRADING NOTES·THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING THEWORK.·THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL EARTHWORK AND SITE GRADINGNECESSARY TO ACHIEVE THE FINISHED GRADES NOTED ON THE GRADING PLANS ACCORDING TO THESPECIFICATIONS.·NUMEROUS UNDERGROUND UTILITIES, CONDUIT, SLEEVES, DRAINAGE PIPES, ETC., HAVE BEENPREVIOUSLY INSTALLED OR SCHEDULED FOR FUTURE INSTALLATION BY OTHERS. CONTRACTORSHALL COORDINATE AND WORK CLOSELY WITH OTHER CONTRACTORS, TRADES, AND THE OWNER'SREPRESENTATIVE TO AVOID DAMAGE TO THESE UNDERGROUND AND AT GRADE ELEMENTS. ANYDAMAGES SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE.·FINISHED GRADE IN PLANTING BED AREAS SHALL BE 1" TO 2" BELOW THE FINISHED ELEVATIONSSHOWN FOR ALL HARDSCAPE SURFACES (SEE DETAILS FOR VARYING CONDITIONS).·ALL UTILITIES, SLEEVES, MANHOLES, OUTFALL STRUCTURES, SWALES, AND OTHER STRUCTURES ORTOPOGRAPHICAL FEATURES SHALL BE FIELD STAKED AND VERIFIED PRIOR TO CONSTRUCTION.NOTIFY THE OWNER'S REPRESENTATIVE OF ANY EXISTING UTILITY WHICH NEEDS TO BE RAISED TOMATCH FINISHED GRADES SHOWN IN THE DRAWINGS.·ALL FILL REQUIRED SHALL BE CLEAN, WELL DRAINING SOIL. FILL SHALL BE CLEAN AND FREE OF ALLMATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS (LARGERTHAN 2" DIA.), COMPACTED CLAY, ROAD BED OR SURFACING MATERIAL, MUCK, ROOTS, BRANCHES,ETC.·CONTOURS FOR BERMING SHALL BE SMOOTH, CONTINUOUS ARCS. SIDE SLOPES SHALL BE SMOOTHAND EVEN IN TRANSITION AND VOID OF DEPRESSIONS AND SURFACE IRREGULARITIES. ALL BERMSSHALL HAVE A MAXIMUM SIDE SLOPE OF FOUR FEET (4') HORIZONTAL TO ONE FOOT (1') VERTICAL (IE,4 TO 1), UNLESS OTHERWISE NOTED.·MAXIMUM SIDEWALK SLOPE SHALL BE 5% (1' IN 20') AND MEET ALL HANDICAP REQUIREMENTS..MINIMUM SIDEWALK SLOPE SHALL BE 1%. MAXIMUM SIDEWALK CROSS SLOPE SHALL BE 2% PITCHEDTOWARD DRAINAGE STRUCTURES.·ALL PAVEMENT AND LANDSCAPE AREAS OF THE PROJECT SHALL POSITIVELY DRAIN TO DRAINAGESTRUCTURES INDICATED ON THE SITE GRADING AND CIVIL ENGINEERING PLANS.·THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPESTABILIZATION BY OWNER-APPROVED MEANS.·CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY FENCES, BARRICADES, AND SEDIMENTCONTROL DEVICES AS WELL AS MAINTAIN AND REPAIR ANY DAMAGE WHICH MAY IMPEDE THEIREFFECTIVENESS AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE.·ANY LIMITS OF WORK ABUTTING JURISDICTIONAL BOUNDARIES OR EXISTING WATER BODIES SHALLBE VERIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE.GENERAL DEMOLITION NOTES·PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIESWITH ALL THE UTILITY COMPANIES SERVING THIS AREA. COPIES OF ALL DIG PERMITS SHALL BEMADE AVAILABLE TO THE OWNER’S REPRESENTATIVE PRIOR TO EXCAVATING. CONTRACTOR TOCOORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF UNDERGROUNDUTILITIES PRIOR TO EXCAVATION.·THE CONTRACTOR, PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION, DIGGING, BORING,PILE DRIVING, BLASTING, OR PLANTING, MUST FIRST OBTAIN AN EXCAVATION PERMIT THECONTRACTOR SHALL COMPLY WITH FL 77 153 REGARDING NOTIFICATION OF EXISTING GAS AND OILPIPELINE COMPANY OWNERS AND SHALL NOTIFY "UNCLE" AT 1-800-432-4770 PRIOR TO EXCAVATION.EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING. THECONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER'S REPRESENTATIVE FOR ALLEXCAVATION PERMITS AND NOTIFICATION NECESSARY PRIOR TO INITIATING ALL WORK. SEEPROJECT MANUAL AND SPECIFICATIONS FOR FURTHER INFORMATION.·UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PLACE AS REQUIRED BY THEAPPLICABLE UTILITY COMPANY AND LOCAL REQUIREMENTS. ANY CONDUITS THAT ARE LEFT INPLACE SHALL HAVE ENDS SECURELY CAPPED.·THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS ISAPPROXIMATE AND REFLECTS THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THECONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITYFOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITEAND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWNOR NOT ON THE PLANS.·THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND UTILITIES. ANYDISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'SREPRESENTATIVE.·TEMPORARY CONSTRUCTION FENCE(S) SHALL BE STAKED FOR LOCATION BEFORE CONSTRUCTION.A WALK-THROUGH BY THE CONTRACTOR AND OWNER'S REPRESENTATIVE/ENGINEER SHALL BECONDUCTED TO CONFIRM THE LOCATION.·ALL GATES USED ON TEMPORARY CONSTRUCTION FENCING SHALL BE LOCKED WITH STANDARDLOCKS AND KEYS PROVIDED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE.·UTILITY CONSTRUCTION MAY BE REQUIRED IN AREAS OUTSIDE OF THE CONSTRUCTION FENCE ORWORK LIMIT LINE. THE CONTRACTOR SHALL SCHEDULE THIS WORK WITH THE OWNER'S BEFOREBEGINNING. OPEN CUT, REPAIR AND RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER.·THE CONTRACTOR SHALL REMOVE ALL BASE AND PAVEMENT MATERIALS AND OTHERCONSTRUCTION DEBRIS FROM LANDSCAPE AREAS AND ISLANDS AND GRADE THESE AREAS INPREPARATION FOR LANDSCAPE WORK.·ALL EXCESS MATERIALS RESULTING FROM EXCAVATION FOR CONSTRUCTION OF THE PROJECTSHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE.·ALL PRACTICAL AND NECESSARY EFFORTS SHALL BE TAKEN DURING CONSTRUCTION BY THECONTRACTOR TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACEDRAINS.·THE CONTRACTOR SHALL CONTROL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERINGOR OTHER METHODS AS REQUIRED.GENERAL LANDSCAPE NOTES·THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE LANDSCAPEPLANS, SPECIFICATIONS AND AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THESUPPLYING OF ALL PLANT MATERIALS SPECIFIED, THE FURNISHING OF ALL LABOR, EQUIPMENT, WATER,ELECTRICITY, EQUIPMENT AND ALL MATERIALS CALLED FOR AND IN PERFORMING ALL OPERATIONS INCONNECTION WITH THE LANDSCAPE INSTALLATION. FURTHER, THE WORK SHALL INCLUDE MAINTAINING OF ALLPLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER AND FULFILLING ALL GUARANTEEPROVISIONS. THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELDSUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND SUPERVISE THE WORK AT ALL TIMESTHROUGH FINAL OWNER ACCEPTANCE.·ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS WORK.·ALL ON-SITE EXISTING CONDITIONS INCLUDING SURFACE AND SUBSURFACE UTILITIES, GRADES, DIMENSIONSAND SOIL CONDITIONS SHALL BE VERIFIED BY THE LANDSCAPE CONTRACTOR BEFORE CONSTRUCTIONBEGINS. THE LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL PLANS PREPARED BY OTHERSTHAT AFFECT THE LANDSCAPE AND IRRIGATION WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THEATTENTION OF THE LANDSCAPE ARCHITECT.·EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT, FURNISHINGSAND EXISTING PLANTING AREAS TO REMAIN INCLUDING LAWN. THE CONTRACTOR IS RESPONSIBLE FOR ANYDAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF NEGLIGENCE IN THEEXECUTION OF THE CONTRACTOR'S WORK.·THE CONTRACTOR SHALL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS. ITWILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, WHERENECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS. THE LANDSCAPE CONTRACTORSHALL INSURE THAT THEIR WORK DOES NOT IMPACT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS.·PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THESPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO REVIEW ANDMUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST 2 WEEKS PRIOR TO PROCUREMENT ANDDELIVERY TO THE JOB SITE. REPRESENTATIVE OF THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES OFSHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD VISITS.·ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK ASESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN NATIONALSTANDARDS INSTITUTE INC. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. ALL CONTAINER ANDTREE CALIPER SIZES ARE MINIMUM. CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TOPROVIDE OVERALL PLANT SIZE SPECIFIED.·ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION. WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS,THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LANDSCAPECONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTEDAND FOUND TO BE ACCEPTABLE. THE LANDSCAPE CONTRACTOR SHALL REMOVE REJECTED PLANTS ANDMATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS.·NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPEARCHITECT. IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE, IDENTIFY THE EXTENT AND QUANTITY INWRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR EXCEEDS THE INITIALREQUIREMENT.·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIREDAND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS.·THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE AREACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS ANDPLANTERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION, AND PROCUREMENT OFEXISTING ON-SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT. REPRESENTATIVE SAMPLES SHALL BESUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS. THE FINDINGS, TOGETHER WITHRECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER ANDLANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB.·THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS ANDPLANTERS. VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TOINSURE DRAINAGE.·ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPEARCHITECT PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATIONFLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES. THECONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT BED OUTLINES AND INDIVIDUAL TREES ANDOBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY AND INSTALLATION OF THE PLANTMATERIAL. IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAID OUT AS SHOWN, NOTIFY THELANDSCAPE ARCHITECT IMMEDIATELY.·ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS.PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING. IF TREES ARELOCATED OUTSIDE PLANTING BEDS IN SOD AREAS, MAINTAIN A MINIMUM 3' WIDE OFFSET TO ALLOW FORMOWERS TO MANEUVER.·THE PLANT QUANTITIES SHOWED ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCEOF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALLQUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATIONPRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK.·THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD. THE CONTRACTORSHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENTQUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL SOD REQUIRED WILL BE ADJUSTED BASED ON ASQUARE FOOTAGE UNIT PRICE. AREAS TO BE SODDED SHALL BE AMENDED PER SOILS REPORT TO PROVIDEREQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0.·THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS, SPACED AS SPECIFIED ON THE PLANTLIST. WHEN INSTALLING SHRUBS IN PLANTING BEDS, SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVERQUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IFSUCH SITUATIONS ARISE. SHRUB AND GROUNDCOVER SPACING IS GENERALLY INDICATED ON THE PLANT LISTFOR ALL `MASS PLANTINGS'. ACCENT SHRUBS AND TREES THAT ARE NOT PART OF MASS PLANTINGS SHALL BESPACED AS SHOWN ON THE PLANS.·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALLINSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL. WITH PLANTS OF EQUAL KIND,SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO CHAINS OR CABLES SHALL BE USED WHENINSTALLING PLANT MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS ANDTREES FROM FALLING OR BEING BLOWN OVER, AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TOINADEQUATE GUYING OR STAKING, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALLREMOVE ALL STAKING MATERIALS THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE.·ALL PLANTING BEDS SHALL BE TOP-DRESSED WITH A 3" LAYER OF MULCH AS SPECIFIED. ALL TREES SHALLHAVE A 3" THICK MULCH RING PLACED AROUND THE BASE OF THE TRUNK. THE LANDSCAPE SCOPE OF WORKINCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT AND NOT AS A SEPARATE COST OR WORKS ITEM.ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE WATERING BY THE LANDSCAPE CONTRACTOR AS REQUIREDUNTIL THE LANDSCAPE IRRIGATION SYSTEM IS FULLY OPERATIONAL AND UNTIL FINAL ACCEPTANCE BYOWNER.·ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED.EXISTING TREES TO REMAIN, AS NOTED ON THE DRAWINGS, SHALL BE LEFT UNDISTURBED AND PROTECTEDBY APPROPRIATE TREE PROTECTION FENCING ERECTED AT THE PERIMETER OF THE TREE DRIP LINE (S). NOVEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BEPERMITTED WITHIN THE AREA OF THE TREE DRIPLINE(S). ANY EXISTING PLANT BEDS OR TREES DAMAGED BYCONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE.·NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS, PUBLIC RIGHT OF WAY (WITHOUTRIGHT OF WAY UTILIZATION PERMIT). FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.·THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE TRAFFIC CONTROL AND REMOVAL OFALL DEBRIS AND EXCAVATED BACKFILL OFF-SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER.·ALL DECIDUOUS TREES < 2" IN CAL DO NOT NEED TO BE STAKED UNLESS THE DRAWINGS INFORM OTHERWISE.·ALL BURLAP, ROPE AND WIRE IS TO BE REMOVED FROM ALL B&B STOCK PRIOR TO BACKFILLING. NOEXCEPTIONS.·WRAP ALL DECIDUOUS TREE TRUNKS WITH TREE WRAP·WILDLIFE PROTECTION FENCING IS REQUIRED AROUND ALL TREES. PROVIDE 2"X2" WIRE MESH AROUND THETRUNK OF ALL DECIDUOUS TREES AND AROUND THE DRIP LINE OF ALL SPRUCE TREES.·SEE LANDSCAPE SPECIFICATIONS FOR FURTHER REQUIREMENTS.LANDSCAPENOTESL.0.01ISSUE & REVISION DATESPlot Date: ________Project #: 257Drawn By: EFChecked By: GTL A N D S C A P E A R C H I T E C T U R E · L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
|| BAR X RESIDENCE
110 + 112 COACH ROAD
ASPEN, CO 816110,0,0GENERAL SOIL AMENDMENT AND PREPARATION NOTES·TOPSOIL OF IRRIGATED GRASSES (INCLUDING TURF), SHRUBS, PERENNIALS, AND ANNUALS SHALL BEA SANDY LOAM TO A DEPTH OF AT LEAST 6 INCHES (6”) CONTAINING ATLEAST 5 PERCENT (5%) ORGANIC MATTER BY VOLUME.·TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3’). BOTH TOPSOIL AND SUBSOIL LAYERSSHALL BE SANDY LOAM. THE TOP SOIL SHALL BE AT LEAST 6 INCHES (6”) ANDHAVE 5 PERCENT (5%) ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TOTHREE PERCENT (1 - 3%) ORGANIC MATTER BY WEIGHT.·A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE THOUSANDSQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT(5%) ORGANIC MATTER SPECIFICATION.·SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST.·AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6”).·SITE SHALL BE GRADED TO WITHIN TWO TENTHS OF A FOOT (2/10THS) OF THE GRADING PLAN.·SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH (1”) DIAMETER IN SIZE. ROCKS ANDDEBRIS 0.5 INCH (0.5”) TO ONE INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME ANDGRAVEL 0.6 INCH (0.6”) TO 1.25 INCHES (1.25”) SHALL NOT EXCEED 5 PERCENT (5%) BYVOLUME. PARTICLES SUCH AS CONCRETE, BRICK, GLASS, METAL, WOOD OR PLASTIC GREATER THANONE INCH (1”) SHALL NOT BE ALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THANONE INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%).·SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH (3/4”) DIAMETER IN SIZE. DRYLANDSEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH (2”) DIAMETER IN SIZE.·STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED DURINGCONSTRUCTION (EXCEPT AS WAIVED BY THE CITY OF ASPEN). THE REPLACEMENT OF THIS SOIL, PLUSADDITIONAL SOIL AMENDMENTS, ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT,ONGOING HEALTH, AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT.·THE SOIL SHALL HAVE NO HERBICIDES, HEAVY METALS, BIOLOGICAL TOXINS OR HYDROCARBONSTHAT IMPACT PLANT GROWTH OR EXCEED THE EPA’S STANDARDS FOR SOIL CONTAMINANTS.ACC FINAL SITE PLAN REVIEWPERMIT SET02/28/201803/30/201803/30/20184/5/2018
7730773577407745775077537754775577557755775677577758775977607760776277627763776377647764776577657766776677677
7
6
777687
7
6
87769 7
7
6
9
7
77
07771777277737774
777577757776777777787
7
7
9
7
7
8
0
77817782778377837784778577857785778677867787778877887789779077907792779377947795779777987799LEGENDPROPERTY LINETREES TO BE RELOCATEDBUILDING ENVELOPETREE PROTECTION FENCETREES TO BE REMOVED100' URBAN GARDEN SETBACKISSUE & REVISION DATESPlot Date: ________Project #: 257Drawn By: EFChecked By: GTL A N D S C A P E A R C H I T E C T U R E · L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
|| BAR X RESIDENCE
110 + 112 COACH ROAD
ASPEN, CO 816110,0,0L.2.010'16'32'SCALE: 1/16"=1'-0"NORTHBRIDGEPONDCOACH ROAD
TOP OF
SLOPE
SETBACKTREE MITIGATIONANDPRESERVATIONPLANPROPERTY LINE20'-0" DRAINAGE EASEMENT
PROPERTY LINEBUILDING ENVELOPEBUILDING ENVELOPE
30'-0"SEWEREASEMENTTREE REMOVAL TABULATIONTREE RELOCATION TABULATIONTREE TYPESURVEY TREENUMBERCALIPER(IN)1COTTONWOOD3240.22COTTONWOOD65153COTTONWOOD66154COTTONWOOD674.55COTTONWOOD684.26COTTONWOOD695.17COTTONWOOD708.18COTTONWOOD7112.59COTTONWOOD7217.210COTTONWOOD7314.711COTTONWOOD749.512COTTONWOOD755.713COTTONWOOD767.914COTTONWOOD776.815COTTONWOOD785.316COTTONWOOD794.417COTTONWOOD808.918COTTONWOOD818.919COTTONWOOD825.720COTTONWOOD837.121COTTONWOOD8418.222COTTONWOOD854.123COTTONWOOD866.5PROPOSED BUILDINGMAROON CREEK CANYONCONSERVATION EASEMENTAGRICULTURALCONSERVATION EASEMENTPROPOSEDADUACC FINAL SITE PLAN REVIEWPERMIT SET02/28/201803/30/201803/30/201810'-0"SEWEREASEMENTTREE TYPESURVEY TREENUMBERCALIPER(IN)1ASPEN334.62ASPEN345.53SPRUCE356.54SPRUCE367.15PINE376.16ASPEN384.77ASPEN446.28ASPEN635.444373638353433634/5/2018
775577607764776577667
7
6
7
7
7
6
8
77
6
9
7
77
07771777277737774
777577757776777777787
7
7
9
7
7
8
0
77817782778377847785778577857786778677877788778977907792EL. 111'-9" [7791.75']DECKADUA-10ENTRYA-12KITCHENA-11LIVINGA-13STOR.A-17BATHA-15BEDROOMA-16W.I.C.A-14HALLEL. 86'-6" [7766.50']018BEDROOM #2003POWDER #1014BEDROOM #1/ PLAYROOM021BEDROOM #3002ROOMEL. 100'-0" [7780.0']EL. 102'-6" [7782.5']DNUPUPDN101STAIR #1100ENTRY106GALLERY108PANTRY113WINE114MUDROOM107STAIR #2116GARAGELEGENDPROPERTY LINEBUILDING ENVELOPE100' URBAN GARDEN SETBACKSTEEL EDGER153 lf1 HARDSCAPE TILE1,319 sf CONCRETE95 sf DECORATIVE PEBBLE293 sf CRUSHER FINES / GRAVEL1,358 sfL.2.020'8'16'SCALE: 1/8"=1'-0"NORTHISSUE & REVISION DATESPlot Date: ________Project #: 257Drawn By: EFChecked By: GTL A N D S C A P E A R C H I T E C T U R E · L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
|| BAR X RESIDENCE
110 + 112 COACH ROAD
ASPEN, CO 816110,0,0IRRIGATED LAWN2,613 SFLAYOUT PLANAGRICULTURALCONSERVATION EASEMENT5'-0" OFFSET FROM EASEMENT16'-0"BUILDING ENVELOPE
BUILDING ENVELOPE 20'-412"10'-412"19'-012"TOP OF
SLOPE
SETBACKHOT TUB2'-6"14'-012"334"9"7'-112"334"14'-9"16'-6"101
2"
4'-6"5'-8"5'-10"
8'-0"ALIGNHARDSCAPE W/FACE OF WALLALIGN WALLSALIGN WALLS3'-9"1'-6"
16'-0"2'-0"12'-0"1'-8"712"3'-1012"21
2"
10'-0"
2'-2"
4"
2'-10"5'-0"6"5'-0"6"5'-0"4'-31
4"
1'-0"
9'-0"3'-3" TYP.3'-111
4"
TYP.4" TYP.33
4"
9"
8'-6"17'-0"ALIGN STAIR RISER W/FACE OF WALL6"6'-0"6"3'-0"(28) 6"H x 14"W x 48"LPRE-CAST CONCLANDSCAPE STEPSON SAND SET BED(3) 6" H RISERS, 1' WTREAD; LANDSCAPE STEPS4'-0"19'-314"6'-1158"2'-0"3'-934"7'-7"1'-8"14'-0"3'-0"14'-0"7'-0"4'-0"59'-2"STAIRS, RE: ARCH8'-0"(2) 6" RISERS,14" TREAD6'-0"7'-0"4'-612"6"5'-338"1'-0"ACC FINAL SITE PLAN REVIEWPERMIT SET02/28/201803/30/201803/30/2018MAIN LEVELEL. 7780'ADU MAIN LEVELEL. 7791.75'GARAGE LEVELEL. 7782.5'LOWER LEVELEL. 7768'(4) 6"H x 18"W x 72"LPRE-CAST CONC LANDSCAPESTEPS ON SAND SET BED20'-0" MAX.PROPERTY LINE100' URBAN GARDEN SETBACK8'-93
4"25'-612"VEGETATED ROOF5'-0" OFFSET FROM EASEMENT3'-8"ALIGN W/ EXTERIORFACE OF WALL1L.5.012L.5.013L.5.014L.5.01(2) 6" RISERS,14" TREAD5L.5.01432 SF6L.5.01RE: ARCH2'-734"4/5/2018
775577607764776577667
7
6
7
7
7
6
8
77
6
9
7
77
07771777277737774
777577757776777777787
7
7
9
7
7
8
0
77817782778377847785778577857786778677877788778977907792EL. 111'-9" [7791.75']DECKADUA-10ENTRYA-12KITCHENA-11LIVINGA-13STOR.A-17BATHA-15BEDROOMA-16W.I.C.A-14HALLEL. 86'-6" [7766.50']018BEDROOM #2003POWDER #1014BEDROOM #1/ PLAYROOM021BEDROOM #3002ROOMEL. 100'-0" [7780.0']EL. 102'-6" [7782.5']DNUPUPDN101STAIR #1100ENTRY106GALLERY108PANTRY113WINE114MUDROOM107STAIR #2116GARAGELEGENDPROPERTY LINEBUILDING ENVELOPESTEEL EDGER153 lf1SYMBOLDESCRIPTIONQTY HARDSCAPE TILE1,319 sf CONCRETE95 sf DECORATIVE PEBBLE293 sf CRUSHER FINES / GRAVEL1,358 sfL.2.030'8'16'SCALE: 1/8"=1'-0"NORTHISSUE & REVISION DATESPlot Date: ________Project #: 257Drawn By: EFChecked By: GTL A N D S C A P E A R C H I T E C T U R E · L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
|| BAR X RESIDENCE
110 + 112 COACH ROAD
ASPEN, CO 816110,0,0LAWNMATERIALS PLANAGRICULTURALCONSERVATION EASEMENTBUILDING ENVELOPE
BUILDING ENVELOPETOP OF
SLOPE
SETBACKHOT TUBCATTLE GRATECONCRETE EDGER 6" ABOVEGRADE; FINISH AND COLOR TOMATCH ARCHITECTURAL WALLSCONCRETE WALL, 6"-30" ABOVEGRADE; FINISH AND COLOR TOMATCH ARCHITECTURAL WALLSREFLECTING POOL; 6" DEEPARCHITECTURAL CONCRETEHARDSCAPE, 6"-30" ABOVE GRADE;FINISH AND COLOR TO MATCHARCHITECTURAL WALLSMAIN LEVELEL. 7780'7780'7780'7782.5'7782.75'7782.75'7782.17'7782.17'7779.5'7779.5'7780'7779.75'7782.5'7782.5'7782.5'7779.5'PLANTING BED; SHREDDEDWOOD MULCHRANDOM FLAGSTONE PATTERN; BLACK TOCHARCOAL COLOR; TO BE DETERMINEDBY LANDSCAPE ARCHITECTDECORATIVE AGGREGATE ORFINES 1/4"-1"COMPACTEDAGGREGATEDRIVEWAYDECORATIVE PEBBLEBANDINGINTEGRALLY COLOREDCONCRETE; FINISH TBD,COLOR LIGHT GREYINTEGRALLY COLOREDCONCRETE BANDING; FINISHTBD, COLOR MEDIUM GREY6'(H) MAX. SITE WALLBEYOND BLDG ENVL; FINISHAND COLOR TO MATCHARCHITECTURAL WALLS; RE:STRUCTURALDECORATIVE AGGREGATE ORFINES 1/4"-1"DECORATIVE AGGREGATEOR FINES 1/4"-1"CONCRETE EDGERCRUSHER FINESPATHMETAL EDGERCRUSHER FINESSTAIRS RETAINEDWITH 10"(H) METALEDGERCRUSHERFINES LANDINGPRE-CASTCONCRETELANDSCAPE STEPSON SAND SET BEDREVEG SEED MIX OVERCONDITIONED SPACEDECORATIVE PEBBLE ATBASE OF WINDOW WELLSITE WALL HEIGHTS TOFOLLOW GRADE; COLORAND FINISH TO MATCHARCHITECTURAL WALLSGLASS-ENCASED GASFIRE FEATURE8" (H) ARCHITECTURAL CONCRETE BENCHBUILT-IN; RE: ARCHOUTDOOR COUNTERTOPMOVEABLE 18" (H) WOOD BENCH(2) HIGH FINISH CONCRETE BENCHES,TOP PLANE FLUSH WITH FLOOR(3) WOOD SIDE TABLES; TOPSURFACE FLUSH WITH FLOORCONCRETE TABLE WITHMETAL FIRE FEATURE INSERTARCHITECTURAL CONCRETESTEPSSUNKEN CONCRETE FLOOR 12"BELOW FLOOR LEVEL; RE: ARCH42" (H) INDOOR-OUTDOOR COUNTERWITH MOVEABLE BAR CHAIRS2'-5.5' (H) BOULDER WALL;POTENTIAL TO REUSE BOULDERSRECOVERED FROM SITEBOULDER PLAY FEATURES; USEMOSS-COVERED BOULDERRECOVERED FROM SITE; TO BESELECTED ON-SITE BEFORE DEMOBY LANDSCAPE ARCHITECTMOVEABLE PLANTERSCULPTURE; TBDACC FINAL SITE PLAN REVIEWPERMIT SET02/28/201803/30/201803/30/2018ADU MAIN LEVELEL. 7791.75'GARAGE LEVELEL. 7782.5'LOWER LEVELEL. 7768'8'(H) MAX. SITE WALL INSIDEBLDG ENV; FINISH ANDCOLOR TO MATCHARCHITECTURAL WALLSCONC SLAB ON GRADEPROPERTY LINE100' URBAN GARDEN SETBACKAUTOMATIC COVERHARDSCAPE STEPPERSDECORATIVE PEBBLE BANDINGHARDSCAPESTEPPERSAT-GRADE TERRACESAND PLAY AREASTAIRS; RE: ARCHHOT TUB EQUIPMENT INCRAWLSPACE BELOW LOGGIACONDENSERS; RE: MEP4/5/2018
77457750775377547755775577557756775777587759776077607762776377647764776577657766776677677
7
6
777687
7
6
8
7
7
6
9
7
7
7
07771777277737774
777577757776777777787
7
7
9
7
7
8
0
778177817782778277837783778477857785778577867786778777887788778977907790779277937794779577977798EL. 111'-9" [7791.75']DECKADUA-10ENTRYA-12KITCHENA-11LIVINGA-13STOR.A-17BATHA-15BEDROOMA-16W.I.C.A-14HALLEL. 86'-6" [7766.50']018BEDROOM #2003POWDER #1014BEDROOM #1/ PLAYROOM021BEDROOM #3002ROOMEL. 100'-0" [7780.0']EL. 102'-6" [7782.5']DNUPUPDN101STAIR #1100ENTRY106GALLERY108PANTRY113WINE114MUDROOM107STAIR #2116GARAGETREESBOTANICAL NAME / COMMON NAMECONTQTY PICEA PUNGENS / COLORADO SPRUCEB & B1 PINUS PONDEROSA / PONDEROSA PINEB & B15 POPULUS ANGUSTIFOLIA / NARROWLEAF POPLARB & B5 POPULUS TREMULOIDES `PRAIRIE GOLD` / PRAIRIE GOLD ASPEN15 GAL29 PRUNUS VIRGINIANA `CANADA RED` / CANADA RED CHOKECHERRY15 GAL8SHRUBSBOTANICAL NAME / COMMON NAMECONTQTY AMELANCHIER ALNIFOLIA / SERVICEBERRY10 GAL42 CORNUS SERICEA COLORADENSIS / COLORADO RED OSIER DOGWOOD10 GAL11 SALIX EXIGUA / COYOTE WILLOW10 GAL18PLANT SCHEDULE REVEGETATION SEED MIX (PER DBX PUD / PITCO)18,147 sf Achnatherum hymenoides / Indian Rice Grass907 sf Bromus marginatus / Mountain Brome3,629 sf Elymus lanceolatus spp. lanceolatus / Thickspike Wheatgrass907 sf Elymus trachycaulus / Slender Wheatgrass4,537 sf Festuca idahoensis / Idaho Fescue907 sf Nassella viridula / Green Needlegrass907 sf Pascopyrum smithii / Western Wheatgrass3,629 sf Pseudoroegneria spicata / 'Secar' Bluebunch Wheatgrass3,629 sf SOD2,614 sf - PERENNIAL MIX488 sf - SHADE-TOLERANT SEDUM MIX176 sf Sedum acre `Aureum` / Stonecrop Sedum hybridum `Immergrunchen` / Hybrid Stonecrop Sedum pachyclados / Stonecrop Sedum sexangulare / Tasteless Stonecrop Sedum spurium `Album Superbum` / Album Superbum Sedum Sedum spurium `Eco Mt. Emei` / Mt. Emei Stonecrop Sedum spurium `Fuldaglut` / Stonecrop Sedum spurium `Green Mantle` / Green Mantle Stonecrop Sedum spurium `John Creech` / John Creech Sedum Sedum ternatum / Mountain Stonecrop5%20%5%25%5%5%20%20%L.2.040'16'32'SCALE: 1/16"=1'-0"NORTHISSUE & REVISION DATESPlot Date: ________Project #: 257Drawn By: EFChecked By: GTL A N D S C A P E A R C H I T E C T U R E · L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
|| BAR X RESIDENCE
110 + 112 COACH ROAD
ASPEN, CO 816110,0,0ADU MAIN LEVELEL. 7791.75'GARAGE LEVELEL. 7782.5'LOWER LEVELEL. 7768'PLANTING PLANBUILDING ENVELOPETOP OF
SLOPE
SETBACKMAROON CREEK CANYONCONSERVATION EASEMENTBUILDING ENVELOPE20'-0" DRAINAGE EASEMENT
30'-0"SEWEREASEMENT9'-1134"SEWEREASEMENTACC FINAL SITE PLAN REVIEWPERMIT SET02/28/201803/30/201803/30/2018MAIN LEVELEL. 7780'PROPERTY LINE100' URBAN GARDEN SETBACKEXISTING SPRUCE#35 TO BERELOCATED TO THISLOCATIONEXISTING SPRUCE#36 TO BERELOCATED TO THISLOCATIONEXISTING ASPEN #33TO BE RELOCATEDTO THIS LOCATIONEXISTING ASPEN #34TO BE RELOCATEDTO THIS LOCATIONEXISTING ASPEN #63TO BE RELOCATEDTO THIS LOCATIONEXISTING PINE #37TO BE RELOCATEDTO THIS LOCATIONEXISTING ASPEN #38TO BE RELOCATEDTO THIS LOCATIONEXISTING ASPEN #44TO BE RELOCATEDTO THIS LOCATION4/5/2018
DETAILSL.5.01ISSUE & REVISION DATESPlot Date: ________Project #: 257Drawn By: EFChecked By: GTL A N D S C A P E A R C H I T E C T U R E · L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
|| BAR X RESIDENCE
110 + 112 COACH ROAD
ASPEN, CO 816110,0,0ACC FINAL SITE PLAN REVIEWPERMIT SET02/28/201803/30/201803/30/2018ARCHITECTURAL FACE6"6'-0"6"1'-0"4'-6"HIGH FINISH CONCRETERANDOM FLAGSTONE PATTERNHIGH FINISH CONCRETEPLANTER WALL1/4" EXPANSION JOINTCONCRETE BASE AND LEDGEAGGREGATE SUBBASEENTRY WALKWAY - SECTION 13/4" = 1'-0"1P-RE-257-00-01ARCHITECTURAL FACE6'-0"5'-634"5"RANDOM FLAGSTONE PATTERN3/8" THICK WELDED STEEL BASIN1/4" EXPANSION JOINTCONCRETE BASE AND LEDGEENTRY WALKWAY - SECTION 23/4" = 1'-0"6"
51
8"2P-RE-257-00-02TYPICAL SAND-SET LANDSCAPE STEPS1 1/2" = 1'-0"1'-0" TYP.PRE-CAST CONCRETELANDSCAPE STEPS6" TYP.1'-2"1'-0" TOP STEPCRUSHER FINES LANDINGWEED BARRIER FABRIC4"2" SAND SET BEDCOMPACTED SUBGRADEADJACENT SOD OR CRUSHERFINES PER PLAN3P-RE-257-00-03STONE STAIR SECTION3/4" = 1'-0"6" RE:CIVIL7" MIN.1'-6" TYP.2"
6"5"3/4" AGGREGATECOMPACTED TO 95%COMPACTEDSUBGRADE1'-2"6.25'TOW 91.75'RE: STRUCTURALFOR REBAR ANDFOOTING4'-0"1/2" EXPANSIONJOINTPAVER EDGER1'-0"EXTERIOR GARAGE WALL;RE: ARCH3'-0"3'-0"1'-0"1'-6"RIGID INSULATION, CONTSNOWMELT TUBING ONSTAIRS, 1.5-2" BELOWCONCRETE SURFACE, RE: MEPREBAR; RE: STRUCTURALMORTAR-SET STONEDECORATIVE COBBLEMETAL HANDRAILFIXED TO WALLBEYONDLINEAR LIGHTFIXTURERECESSED INTOTOEKICK: RE:LIGHTING4P-RE-257-00-04BOULDERS TO BE SELECTEDBY LANDSCAPE ARCHITECT3/4" AGGREGATETOPSOILCOMPACTED SUBGRADE0.5 : 1BATTERBOULDER RETAINING WALL1" = 1'-0"5P-RE-257-00-05CATTLE GUARD3/4" = 1'-0"6"1 1/2" LEDGE FORGRATE SUPPORT1'-10"6"-12" DEPTH OF 3-4"AGGREGATEADJACENTCRUSHER FINESPER PLANEMERGENCY 4"OVERFLOW PIPE16'-0"3'-9"2" BARS AT 5" O.C.; FINISHTO BE RAW STEEL1/2" PLATE STEEL; COLORTO MATCH BARSTO FROST DEPTH
POUR IN PLACECONCRETE6P-RE-257-00-064/5/2018