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Home My WebLink AboutFile Documents.805 Roaring Fork Rd.0019.2018 (45).ARBKlandscape architectarchitectcharley moss & ann cook805 roaring fork roadaspen, co 81611clientbluegreensheri sanzone300 south spring streetsuite 202aspen, colorado 81611t 970 429 7499general contractorcivil engineer/surveyorsheet indexlandscape drawingscontext mappercent complete l 100%design developmentMOSS COOK RESIDENCEAspen50% DD 12/19/2017 mcalpinegreg tankersley1133 broadway, suite 1416new york, ny 10010t 212 414 1272brikor associatesbriston peterson20 sunset drive #1basalt, co 81621t 970 923 3088roaring fork engineeringrichard goulding592 highway 133carbondale, co 81621t 970 340 4130interior designerclive lonstein, inc.clive lonstein611 broadway, suite 626new york, ny 10010t 212 462 0008sheet indexIR1.0consultant drawingsirrigation legend & notes50% DD 12/19/2017 northL000L100L200L400L500L800L001coverlayout planplanting scheduleplanting planlighting plandetailsnotestree mitigation planL002notesL300materials planL000coverbluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499 www.bluegreenaspen.com 805 roaring fork road l aspen, colorado moss cook residencedate l issue© copyright bluegreenL401L801detailsL802planting detailsP1planting palettesP2planting palettesP3planting palettesP4planting palettesIR2.0irrigation planIR3.0irrigation detailsstructuralkl&ajonathan lanning1717 washington avenuesuite 100golden, co 80401t 303 384 9910meprader engineering, inc.josh westerlind40690 highway 6suite e-1t 970 845 7910L501lighting cutsheetsL502lighting cutsheets100% DD 01/31/2018 100% DD 01/31/2018 IR3.1irrigation details12/19/2017 50% DD 01/31/2018 100% DD07/09/2018 W.E. App07/18/2018 W.E. AppReviewed and Approved forWater Efficient LandscapeStandardsrickma 07/20/2018 SCOPE OF WORKCONTROL OF WORKLEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLICEARTHWORKEROSION AND DUST CONTROLLAYOUT AND CONTROL OF MATERIALS1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK BY THESUBCONTRACTORS.2. WATERPROOFING OF SUBGRADE AND OTHER ARCHITECTURAL SPACES BELOW AND/OR ADJACENT TOIMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT IS TO BE ADEQUATELY DESIGNED ANDDETAILED BY OTHERS TO PERMANENTLY REPEL ALL WATER SOURCES INCLUDING, BUT NOT LIMITED TO:PRECIPITATION, SNOW MELT, SURFACE RUNOFF, SUBSURFACE DRAINAGE, GROUND WATER, IRRIGATION,ROOF RUNOFF, GROUND WATER AND PLUMBING LEAKS.3. STRUCTURAL DESIGN TO SUPPORT IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT ANDLOCATED ABOVE, BELOW AND/OR ADJACENT TO SUBGRADE AND OTHER ARCHITECTURAL SPACES IS THERESPONSIBILITY OF THE STRUCTURAL ENGINEER. THE STRUCTURAL DESIGN SHOULD BE ADEQUATELYDESIGNED TO SUPPORT ALL POSSIBLE LOADS INCLUDING, BUT NOT LIMITED TO: BACKFILL, COMPACTION,PLANTINGS, HARDSCAPE, RETAINING AND FREESTANDING SITE WALLS AND CONSTRUCTIONMATERIALS/EQUIPMENT/ACTIVITY.4. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DOCUMENTED WORK FOR WHICH CONSTRUCTIONSERVICES WERE NOT PERFORMED BY THE LANDSCAPE ARCHITECT.1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECTAND GENERAL CONTRACTOR OF DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFOREBEGINNING ANY WORK.2. ALL WORK SHALL CONFORM TO THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL VERIFY LOCATIONOF ALL EXISTING UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGESHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE LANDSCAPE ARCHITECTASSUMES NO RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE LANDSCAPEDRAWING SET. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TOCONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTORSHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS AND ELECTRICAL LINES.3. 'CONTRACT DOCUMENTS' INCLUDE THE LANDSCAPE DRAWING SET, LANDSCAPE TECHNICALSPECIFICATIONS MANUAL AND LANDSCAPE LASIS.4. THE LANDSCAPE ARCHITECT HAS PROVIDED DESIGN INTENT BUT DOES NOT DEFINE THE APPROPRIATECONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES UTILIZED OR SAFETY PRECAUTIONS. THELANDSCAPE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THEWORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.5. THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF ANY DISCREPANCIES, GRAPHICALLYSHOWN MATERIAL QUANTITIES SHALL TAKE PRECEDENCE.6. A SYSTEM OF DIAGRAMMATIC SYMBOLS, HATCHES AND NOTATIONS IS USED IN THESE DRAWINGS.REVIEW NOTATIONS CAREFULLY AND REQUEST CLARIFICATION FROM THE LANDSCAPE ARCHITECTREGARDING ANY UNCLEAR NOTATION OR DISCREPANCY PRIOR TO COMMENCING WORK.7. PROVIDE SLEEVES AS REQUIRED FOR DRAINAGE, IRRIGATION AND ELECTRICAL LINES. IRRIGATION ANDELECTRICAL SLEEVES AND SUBSURFACE DRAINAGE SYSTEMS SHALL BE CONSTRUCTED PRIOR TO PAVINGAND LANDSCAPE WORK. UTILITY SLEEVES ARE REQUIRED IN ALL PLANT BEDS ISOLATED BY PAVEMENT ORANY OTHER STRUCTURES.8. SPECIAL CONSIDERATION IS GIVEN TO THE DESIGN AND INTENDED RELATIONSHIP BETWEENARCHITECTURE, PLANTING AREAS AND PAVING SYSTEMS. PAVEMENT JOINTING, PAVERS, STONE,FINISHES AND GRADES HAVE BEEN STRICTLY COORDINATED DURING THE DESIGN PROCESS.CONSTRUCTION OF THESE SYSTEMS MUST BE STRICTLY COORDINATED. NOTIFY THE LANDSCAPEARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION.9. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT OF ANY CONFLICTS IN GEOTECHNICAL REPORTRECOMMENDATIONS AND LANDSCAPE DRAWINGS OR OTHER CONSULTANT DRAWINGS.10. THE CONTRACTOR SHALL VERIFY THE PLACEMENT OF FLATWORK PENETRATIONS TO ENSURECOORDINATION OF SURFACE FIXTURES, SUCH AS DRAINS AND LIGHTS. NOTIFY THE GENERALCONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION OF FLATWORK.11. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS TO VERIFY FINISHED FLOORELEVATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIORTO CONSTRUCTION.12. THE CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS TO VERIFY DRAIN LOCATIONS OVERSTRUCTURE. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIORTO CONSTRUCTION.13. THE CONTRACTOR SHALL REFER TO THE CIVIL ENGINEERING DRAWINGS TO VERIFY UTILITY AND OTHERDRAIN LOCATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIESPRIOR TO CONSTRUCTION.14. THE GENERAL CONTRACTOR IS TO KEEP ALL ITEMS DESIGNED BY THE LANDSCAPE ARCHITECT FORIMPLEMENTATION IN PROPER WORKING ORDER THROUGHOUT THE DURATION OF THE PROJECT.1. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL CONTRACTORSMUST COMPLY WITH PERMIT REQUIREMENTS, LOCAL, STATE AND FEDERAL JURISDICTIONS ANDGOVERNING BODIES/AGENCIES RULES AND REGULATIONS AND LAND USE APPROVAL CONDITIONS AT ALLTIMES.2. WORK PERFORMED WITHOUT APPROVAL OF LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNINGBODIES/AGENCIES AND/OR NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS IS SUBJECT TOREMOVAL AT THE CONTRACTOR'S EXPENSE.3. ALL CONSTRUCTION AND MATERIALS NOT SPECIFICALLY ADDRESSED IN THE CONTRACT DOCUMENTS SHALLBE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNINGBODIES/AGENCIES STANDARDS.4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTINGIMPROVEMENTS FROM DAMAGE AND ANY SUCH IMPROVEMENTS AND STRUCTURES DAMAGED BY THECONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE LANDSCAPEARCHITECT AT THE CONTRACTOR'S EXPENSE.5. ALL BARRICADING AND TEMPORARY TRAFFIC CONTROL DEVICES OR METHODS USED DURINGCONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL JURISDICTIONS ANDGOVERNING BODIES/AGENCIES STANDARDS. PROVIDE ADEQUATE TIME FOR REVIEW AND APPROVAL BYTHE ABOVE JURISDICTIONS PRIOR TO COMMENCEMENT OF WORK.1. THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECTAND CIVIL ENGINEER OF ANY DISCREPANCIES.2. LIMITS OF DISTURBANCE SHOWN ON PLANS AND CROSS-SECTIONS SHALL BE CLEARLY MARKED ANDDESIGNATED ON-SITE PRIOR TO ANY EARTHWORK.3. THE PROJECT LIMIT OF CONSTRUCTION AND ALL EXISTING VEGETATION TO REMAIN IS TO BE CLEARLYDEFINED BY STURDY, WEATHERPROOF FENCING AT A MINIMUM OF FOUR (4) FOOT HEIGHT.4. EXISTING TREES TO BE PRESERVED SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS THEY BEARTO PRE-CONSTRUCTION GRADE.5. EXISTING TREES & VEGETATION TO BE PRESERVED SHALL BE PROTECTED WITH STURDY, WEATHERPROOFFENCING AT A MINIMUM FOUR (4) FOOT HEIGHT INSTALLED NO CLOSER TO THE TREE TRUNK THAN ITSDRIPLINE. THIS FENCE SHALL BE MAINTAINED IN WORKING ORDER DURING ALL PHASES OFCONSTRUCTION. MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH.6. NO WORK SHALL BE CONDUCTED WITHIN THE DRIPLINE, UNLESS REVIEWED AND APPROVED BY THELANDSCAPE ARCHITECT. ALL WORK APPROVED WITHIN THE DRIPLINE SHALL BE COMPLETED BY HAND.PROTECT ROOT SYSTEMS FROM PONDING, EROSION OR EXCESSIVE WETTING.7. SOIL ANALYSIS MUST BE PERFORMED BY A QUALIFIED SOIL-TESTING LABORATORY ON IMPORTED ORMANUFACTURED TOPSOIL. A WRITTEN ANALYSIS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FORREVIEW PRIOR TO INSTALLATION. THIS REPORT MUST STATE PERCENTAGES OF ORGANIC MATTER;GRADATION OF SAND, SILT, AND CLAY CONTENT; CATION EXCHANGE CAPACITY; NATURE OF DELETERIOUSMATERIAL; PH; AND MINERAL AND PLANT NUTRIENT CONTENT OF THE SOIL.8. IMPORTED TOPSOIL IS TO BE OBTAINED FROM NATURALLY WELL-DRAINED CONSTRUCTION OR MININGSITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM AGRICULTURAL LAND,BOGS OR MARSHES.9. PROPOSED ELEVATIONS INDICATED ON DRAWINGS ARE FINISHED GRADE ELEVATIONS. THE CONTRACTORSHALL DIRECT ROUGH GRADE WORK TO ALLOW FOR SUFFICIENT TOPSOIL AND OTHER FINISHEDCONDITIONS AS DESCRIBED IN THE CONTRACT DOCUMENTS.10. ALL FINISHED GRADES SHALL MEET AND BLEND SMOOTHLY WITH EXISTING GRADES AT THE PROJECT LIMIT.11. ALL FINISHED GRADES SHALL BE WITHOUT LOW SPOTS OR POCKETS. THE CONTRACTOR SHALL SET FLOWLINES ACCURATELY AND PROVIDE A MINIMUM OF TWO (2) PERCENT OR MAXIMUM OF FIFTY (50) PERCENT,UNLESS OTHERWISE NOTED.12. ALL FINISHED GRADES SHALL PRESENT SMOOTH TRANSITIONS BETWEEN TOES AND TOPS OF SLOPES.13. THE MAXIMUM SLOPE OF SOD TO BE 33% IN AREAS DESIGNATED AS " LAWN," UNLESS OTHERWISE NOTED.14. ALL MANHOLES, VALVE BOXES, UTILITY BOXES AND PEDESTALS, AND OTHER APPURTENANCES SHALL BEADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE LOCAL, STATE AND FEDERAL JURISDICTIONS ANDGOVERNING BODIES/AGENCIES OR UTILITY RULES AND REGULATIONS, UNLESS OTHERWISE NOTED.15. DEFINITION OF COMPACTION: PROCTOR DRY DENSITY.16. SOIL COMPACTION BENEATH PAVEMENTS, STEPS, WALLS AND LIGHT FOUNDATIONS SHALL BE 95%PROCTOR DENSITY MINIMUM, UNLESS OTHERWISE SPECIFIED.17. GRADING AND EXCAVATION WORK SHALL BE COMPLETED DURING DRY AND NON-FREEZING WEATHERCONDITIONS.18. THE CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FOR REUSE ON-SITE. SOIL SHALL BE SCREENEDTO REMOVE ROCKS AND BOULDERS.19. THE CONTRACTOR SHALL REUSE ANY STRUCTURAL SOIL FOUND ON SITE.20. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.21. THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE DEVICES DURINGCONSTRUCTION.22. THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS, FINISH FLOOR ELEVATIONS AND PROPOSED SPOTELEVATIONS WITH THE LANDSCAPE ARCHITECT PRIOR TO FORMWORK INSTALLATION.STORAGE AND DISPOSAL1. VEHICLES, EQUIPMENT, AND/OR MATERIALS SHALL NOT BE PARKED OR STORED IN AREAS OF EXISTINGVEGETATION, INCLUDING WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN.2. LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINSTWIND, RAIN AND SNOW DAMAGE.3. CONSTRUCTION WASTE, INCLUDING BUT NOT LIMITED TO PLANT MATERIAL, BUILDING MATERIALS,DEMOLISHED MATERIALS, PACKAGING, LEFTOVER PAINT AND CONCRETE SLURRY, SHOULD BE PROPERLYREUSED, RECYCLED, DISPOSED OF LEGALLY OFF-SITE OR IN DESIGNATED WASH-OUT AREAS DETERMINEDBY THE GENERAL CONTRACTOR.4. RECYCLING AND TRASH BINS TO BE PROVIDED ON SITE. SEPARATE BINS FOR CARDBOARD, CO-MINGLED,AND OTHER RECYCLABLE/REUSABLE MATERIALS IDENTIFIED BY THE LOCAL JURISDICTION SHALL BEMAINTAINED. ALL BINS TO BE WILDLIFE-PROOF.5. ON-SITE FUEL STORAGE FOR CONSTRUCTION EQUIPMENT IS DISCOURAGED. CONSTRUCTION EQUIPMENTUSED ON SITE TO BE CHECKED REGULARLY TO ASSURE CONTAMINATION CONCERNS FROM OILS ANDGREASES ARE ELIMINATED. NO TOXIC MATERIALS SHALL BE STORED ON-SITE.1. LAY OUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OFANY DISCREPANCIES. THE LANDSCAPE ARCHITECT IS TO REVIEW AND APPROVE ALL LAYOUTS CONTAINEDIN THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION.2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALEDIMENSIONS FROM REDUCED DRAWINGS.3. DIMENSIONS REFERRED TO AS "EQUAL" INDICATE SPACING WHICH IS EQUIDISTANT MEASURED TO THECENTERLINES.4. MEASUREMENTS ARE TO THE FINISHED FACE OF BUILDINGS, WALLS OR OTHER FIXED SITEIMPROVEMENTS. DIMENSIONS TO CENTERLINES ARE IDENTIFIED AS SUCH.5. INSTALL INTERSECTING ELEMENTS AT 90-DEGREE ANGLES, UNLESS OTHERWISE INDICATED. MAINTAINHORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS INDICATED IN THE CONTRACT DOCUMENTS.6. THE CONTRACTOR SHALL PROVIDE A FULL-SCALE MOCKUP OF ALL PAVING SYSTEMS AND RECEIVEAPPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE BEGINNING CONSTRUCTION.7. EXPANSION JOINTS SHALL BE PROVIDED WHERE FLATWORK MEETS VERTICAL STRUCTURES, SUCH ASWALLS, CURBS, STEPS, AND OTHER HARDSCAPE ELEMENTS. EXPANSION JOINTS SHALL ALSO BEPROVIDED AT MATERIAL CHANGES. EXPANSION JOINT MATERIALS/METHODS SHALL BE SUBMITTED TOTHE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.8. CONTROL JOINTS SHOULD BE SPACED NO GREATER THAN TEN (10) LINEAR FEET MAXIMUM, UNLESSOTHERWISE SPECIFIED. EXPANSION JOINTS SHOULD BE SPACED NO GREATER THAN FORTY (40) LINEARFEET MAXIMUM, UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL ADVISE ON OTHER JOINTS ASNEEDED TO MINIMIZE CRACKING. THIS INFORMATION SHALL BE SUBMITTED TO THE LANDSCAPEARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.9. ALL STEPS SHALL HAVE FOURTEEN (14) INCH TREADS AND SIX (6) INCH RISERS, UNLESS OTHERWISESPECIFIED.10. HOLD TOP OF WALLS & FENCES AND ALL SITE FURNISHINGS LEVEL UNLESS OTHERWISE SPECIFIED.11. THE CONTRACTOR SHALL NOT INSTALL WORK LOCATED ON TOP OF ARCHITECTURAL STRUCTURESWITHOUT FIRST REVIEWING ARCHITECTURAL DRAWINGS.12. SAMPLES OF SPECIFIED MATERIALS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEWAND APPROVAL PRIOR TO PROCUREMENT.1. THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPEARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES.2. PRIOR TO BEGINNING ANY DISTURBANCE, THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL SESCMEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED BY ANY GOVERNING AGENCIES.3. ALL SESC MEASURES TO BE MAINTAINED DAILY.4. THE CONTRACTOR SHALL PREVENT SOIL LOSS TO WIND AND WATER EROSION.5. THE CONTRACTOR IS TO CONDUCT ALL EXCAVATION, FILLING, GRADING, AND CLEANUP OPERATIONS IN AMANNER SUCH THAT SEDIMENT GENERATED BY WIND OR WATER IS NOT DISCHARGED INTO ANY STORMSEWER, DRAINAGE DITCH, RIVER, LAKE, AIR OR UNDERGROUND UTILITY SYSTEM.6. WATER FROM TRENCHES AND OTHER EXCAVATION TO BE PUMPED INTO A FILTRATION BAG TO REMOVESEDIMENTS FROM THE WATER.7. NORTH AMERICAN GREEN SC-150 OR EQUIVALENT EROSION CONTROL FABRIC IS REQUIRED ON ALLDISTURBED SLOPES GREATER THAN 33% UNTIL PROJECT AREA IS REVEGETATED PER THE PLANTING PLAN.8. CONTRACTOR TO PROVIDE ONSITE WATERING TO REDUCE FUGITIVE DUST LEAVING THE SITE DURINGCONSTRUCTION.9. SOIL EROSION CONTROL MEASURES TO BE PROVIDED FOR ALL EXISTING AND PROPOSED DRAINAGESTRUCTURES WITHIN THE PROJECT LIMITS.10. CONSTRUCTION STAGING AND PHASING SHALL OCCUR, WHERE APPLICABLE, TO MINIMIZE SOILDISTURBANCE TIME, THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION.11. BEST MANAGEMENT PRACTICES (BMPs) SHALL BE ADJUSTED AS NEEDED TO MEET ANY OTHERUNFORESEEN CONDITIONS.12. THE GENERAL CONTRACTOR MUST INSTALL A MUD TRACKING PAD/WASHING PAD AT THE CONSTRUCTIONENTRANCES TO MINIMIZE MUD DETACHMENT FROM TRUCK TIRES. 1-1/2 INCH SCREENED ROCK TO BEPLACED ON MIRAFI 140-N FILTER FABRIC. ADDITIONAL CLEAN GRAVEL TO BE ADDED THROUGHOUT THEDURATION OF CONSTRUCTION AS NEEDED.13. THE CONTRACTOR SHALL ABIDE BY CONSTRUCTION MANAGEMENT PLAN REQUIREMENTS SET FORTH BYLOCAL, STATE AND FEDERAL JURISDICTIONS AND OTHER GOVERNING BODIES/AGENCIES.14. IF SITE WORK IS DELAYED DUE TO ANY CIRCUMSTANCE; THE CONTRACTOR SHALL PROTECT PREPAREDPLANT BEDS FROM EROSION.L001notesbluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499 www.bluegreenaspen.com 805 roaring fork road l aspen, colorado moss cook residencedate l issue© copyright bluegreen12/19/2017 50% DD 01/31/2018 100% DD07/09/2018 W.E. App07/18/2018 W.E. App L002notesbluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499 www.bluegreenaspen.com 805 roaring fork road l aspen, colorado moss cook residencedate l issue© copyright bluegreenSEEDING/ FERTILIZER/ SOIL CONDITIONER/ SODDINGPLANTING AND TRANSPLANTING1. PLANT MATERIAL IS TO BE HEALTHY SPECIMENS FREE FROM DISEASE OR DAMAGE, AND IS TO BEMAINTAINED IN EXCELLENT CONDITION WHILE ON THE JOBSITE. THE LANDSCAPE ARCHITECT SHALLINSPECT PLANT MATERIAL UPON ARRIVAL TO JOBSITE AND WILL REJECT PLANT MATERIAL THAT DOES NOTMEET THE STANDARDS DESCRIBED WITHIN THE CONTRACT DOCUMENTS.2. LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST WIND,RAIN AND SNOW DAMAGE.3. STOCKPILED PLANT MATERIAL TO BE PLACED IN THE SHADE AND PROPERLY HAND-WATERED UNTILPLANTED.4. THE LANDSCAPE ARCHITECT WILL PERIODICALLY INSPECT PLANT MATERIAL STOCKPILED AND/OR PLANTEDON SITE DURING THE COURSE OF CONSTRUCTION. PLANT MATERIAL NOT MEETING THE STANDARDSCONTAINED WITHIN THE CONTRACT DOCUMENTS SHALL BE REPLACED AT NO COST TO THE OWNER.5. PROVIDE MATCHING SIZES AND FORMS FOR EACH PLANT OF THE SAME SPECIES UNLESS OTHERWISEINDICATED.6. THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF DISCREPANCIES, GRAPHICALLY SHOWNQUANTITIES SHALL TAKE PRECEDENCE.7. ALL MATERIALS USED SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICANSTANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.8. ALL TREES MUST BE SOURCED FROM A REGION COMPARABLE IN CLIMATE TO THE HIGH ROCKIES (I.E.WY,ID, CO, UT, MT)9. TREES TO BE HEALTHY, FREE OF DISEASE AND PESTS, AND SINGLE-STEMMED UNLESS OTHERWISE NOTED.10. ALL PLANT MATERIAL SHALL BE INSTALLED PLUMB AND PER THE SPECIFICATIONS CONTAINED WITHIN THECONTRACT DOCUMENTS. ANY NECESSARY STAKING AND/OR OTHER SUPPORTS MATERIALS/METHODSSHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TOINSTALLATION.11. THE CONTRACTOR SHALL PRUNE EXISTING AND/OR NEW TREES ONLY PER LANDSCAPE ARCHITECTDIRECTION.12. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL TREES AND B&B SHRUBS FOR LANDSCAPEARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION.13. ALL ROOT-WRAPPING MATERIALS THAT ARE NOT BIO-DEGRADABLE SHALL BE REMOVED FROM THE ROOTBALL. ROOT BALLS SHALL BE FREE OF WEEDS.14. SPECIFIED PLANT MATERIAL SIZES SHALL BE CONSIDERED MINIMUM SIZES.15. FINISH GRADE OF PLANTING BEDS SHALL BE ONE (1) INCH BELOW ADJACENT FLATWORK UNLESSSPECIFIED OTHERWISE.16. ALL VEGETATION PROPOSED FOR INSTALLATION OUTSIDE THE BUILDING ENVELOPE TO BE NATIVE UNLESSOTHERWISE NOTED. PLANTING PROPOSED TO OCCUR OUTSIDE THE BUILDING ENVELOPE IS FORRESTORATION PURPOSES ONLY OR IS SPECIFIC TO UTILITIES RESTORATION.17. SIX (6) INCH TOPSOIL SHALL BE PROVIDED FOR ALL LAWN, TURF, AND NATIVE PLANTING ZONES.EIGHTEEN (18) INCH PLANT MIX SHALL BE PROVIDED FOR ALL PERENNIAL PLANTING BEDS UNLESSOTHERWISE NOTED.1. ALL NEWLY REGRADED OR OTHERWISE DISTURBED SLOPES ARE TO BE REVEGETATED.2. MINIMUM SIX (6) INCHES OF TOPSOIL TO BE PLACED IN AREAS TO RECEIVE SEED, TURF AND NATIVEPLANTING. TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL (FREE OF WEEDS AND ROCKS).3. SEED MIXTURES AND FERTILIZER SHALL BE APPLIED PER THE REQUIREMENTS OF THE GOVERNINGJURISDICTIONS, UNLESS OTHERWISE NOTED.4. ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE CITY, COUNTYOR STATE NOXIOUS WEED LISTS. SEED MIX SUPPLY SHALL HAVE THE CERTIFIED SEED (BLUE TAG) ORSOURCE IDENTIFIED SEED (YELLOW TAG) ATTACHED. ONLY SEED WITH A COMPLETE ANALYSIS LABEL ONTHE BAG AND A CURRENT GERMINATION TEST CONDUCTED BY AN ACCREDITED LABORATORY WILL BEACCEPTED.5. SEEDING SHALL OCCUR IN THE EARLY SPRING AND LATE FALL. SEEDING SHALL NOT BE PERFORMED WHENTHE GROUND IS FROZEN. FOR WARM SEASON SPECIES, SEEDING IN LATE SPRING OR EARLY SUMMER ISMORE LIKELY TO ACCOMPANY TEMPERATURES WARM ENOUGH TO SUPPORT GERMINATION. SEED THE SITEAS SOON AS FINAL GRADING AND TOPSOIL PLACEMENT HAVE OCCURRED TO MINIMIZE EROSION ANDWEED ESTABLISHMENT ON THE PROJECT. DURING PERIODS OF TIME WHEN SEEDING CANNOT BEACCOMPLISHED, SOILS SHALL NOT REMAIN UNPROTECTED.6. UNLESS OTHERWISE NOTED, HAND BROADCAST OF SEED SHALL BE USED ON ALL SLOPES, INCLUDINGTHOSE THAT ARE STEEP (GREATER THAN 33%), EXTREMELY ROCKY, REMOTE OR INACCESSIBLE. SEEDRATE WILL VARY PER SEED MIXTURE SPECIFIED. BROADCAST SEEDING REQUIRES DOUBLE OR TRIPLE THESEEDING RATE OF DRILL SEEDING, AND CALIBRATION OF SEEDING RATES IS LESS PRECISE THAN WITHDRILL SEEDING. SOILS TO BE RAKED OR HARROWED TO ELIMINATE CRUSTING BEFORE ACCEPTINGBROADCAST SEED. CARE SHALL BE TAKEN TO ENSURE UNIFORM COVERAGE (EVEN SEED APPLICATIONRATES) OVER THE AREA. SEEDING SHALL NOT OCCUR DURING WINDY WEATHER.7. HAND RAKE SEED INTO TOPSOIL NO MORE THAN 3/4 INCH DEEP TO COVER. SOIL / SEED CONTACT ISCRITICAL FOR GROWTH.8. DRILL SEEDING, WHEN INDICATED IN THE CONTRACT DOCUMENTS, MAY OCCUR ON SLOPES OF 33% ORFLATTER BUT NOT IN AREAS OF EXTREMELY ROCKY SOILS. SEED TO A DEPTH OF 1/4 TO 1/2 INCH. DRILLTUBE SPACING SHOULD BE SIX (6) TO SEVEN (7) INCHES. SEEDING SHOULD BE CONDUCTED ALONG THECONTOUR OF THE SLOPE TO AVOID EROSION FROM WATER FLOWING DOWN DRILL FURROWS. SEEDINGRATE INDICATED IN THE DRAWINGS IS CONSIDERED A MINIMUM RATE.9. HYDROSEEDING, WHEN INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SPRAYED ON A ROUGHENEDSLOPE USING A HYDROSEEDING MACHINE AND SHALL BE USED TO REACH AREAS THAT ARE INACCESSIBLEBY BROADCAST METHODS. USE SHALL BE LIMITED TO STEEP (GREATER THAN 33%), INACCESSIBLESLOPES IN AREAS WITH ADEQUATE AND DEPENDABLE MOISTURE DURING THE GROWING SEASON.HYDROMULCHING MUST OCCUR AS A SEPARATE PROCESS AFTER HYDROSEEDING. DO NOT MIX SEED ANDMULCH TOGETHER IN ONE WATER APPLICATION PROCESS AS THIS WILL PREVENT SEEDS FROM COMINGINTO CONTACT WITH THE SOIL.10. SEEDED AREAS SHALL BE MAINTAINED FREE OF WEEDS TO ALLOW THE DESIRED VEGETATION TO THRIVEWITHOUT THE CROWDING TENDENCIES OF AGGRESSIVE WEEDS.11. ALL PLANT MATERIAL SHOULD RECEIVE AN ORGANIC FERTILIZER IN LIMITED APPLICATION FOLLOWINGINSTALLATION. TYPE AND APPLICATION RATE AND METHOD OF APPLICATION TO BE SPECIFIED BY THECONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT.12. EXCESS FERTILIZER SHALL BE DISPOSED OF PROPERLY OFF-SITE. IT SHALL NOT BE DISPOSED OF INSTORM DRAINS AND/OR DRYWELLS.MAXIMUMMINIMUMMISCELLANEOUSNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROPPOSITEPOINT OF BEGINNINGPOINT OF CURVATUREPEDESTRIANPERFORATEDPROPERTY LINEPOLYVINYL CHLORIDEPAVEMENTQUANTITYRADIUSREFERENCEREVISION, REVISEDRIGHT OF WAYSQUARE FOOT (FEET)SIMILARSPECIFICATIONSSQUARESTATIONSTANDARDTO BE DECIDEDTOP OF CURBTHICKTOPOGRAPHYTOP OF PAVEMENT/PAVERTOP OF RAMPTOP OF STEPTOP OF WALLTYPICALVARIESVEHICULARVERIFY IN FIELDWIDTHWITHWITHOUTWEIGHTYARD (YARDS)MAXMINMISCNICNOMNTSOCOPPPOBPOCPEDPERFPLPVCPVMTQTYRREREVROWSFSIMSPECSSQSTASTDTBDTCTHKTOPOTPTRTSTWTYPVARVEHVIFWW/W/OWTYDARCHITECTUREAVERAGEBALLED AND BURLAPPEDBOTTOM OF CURBBOTTOM OF WALLCALIPERCUBIC FOOT (FEET)CAST IN PLACECONTROL JOINTCENTERLINECONCRETECONTINUOUSCUBICDEGREEDEMOLISH, DEMOLITIONDIAMETERDETAILDRAWINGEACHEXPANSION JOINTELEVATIONENGINEEREQUALEQUIPMENTEXISTINGEXPOSEDFINISH FLOOR ELEVATIONFINISHED GRADEFINISHFLOW LINEFOOT (FEET)GAUGEGENERAL CONTRACTORHIGH DENSITY POLYETHYLENEHORIZONTALHIGH POINTHEIGHTINCH (INCHES)IRRIGATIONJOINTLENGTHLOW POINTLIGHTARCHAVGB&BBCBWCALCFCIPCJCLCONCCONTCUDEGDEMODIADTLDWGEAEJELENGEQEQUIPEXISTEXPFFEFGFINFLFTGAGCHDPEHORIZHPHT (H)INIRRJTLLPLTSITEWORK ABBREVIATIONSreference documentssite survey (pdf and AutoCAD files)land use approvalsgeotechnical reportarchitectural drawings (pdf and AutoCAD files)received hoa documents and design guidelinesnot received SOIL AMENDMENT CRITERIA AND PREPARATIONIRRIGATION1. TOPSOIL OF GRASSES (INCLUDING TURF), SHRUBS, PERENNIALS, AND ANNUALS SHALL BE A SANDY LOAMTO A DEPTH OF AT LEAST 6 INCHES (6") CONTAINING AT LEAST 5 PERCENT (5%) ORGANIC MATTER BYVOLUME. TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL (FREE OF WEEDS AND ROCKS).2.TREE SOIL MUST BE A SANDY LOAM AND 36" DEEP FOR AREAS WHERE TREES ARE PLANTED. THE TOTAL SOIL DEPTHSHALL HAVE AT LEAST ONE TO THREE PERCENT (1-3%) ORGANIC MATTER BY VOLUME. (NOTE: IF IN TURF, TOP SOILSHOULD BE 6" AND HAVE 5% ORGANIC MATTER BY VOLUME). IN GOOD EXISTING SOILS, DIG AND TURN THE SOILS TOTHREE TIMES THE DIMENSION OF THE ROOT BALL. HARD OR COMPACTED SUB SOIL OR LOWER SOIL LAYERS SHOULD BEBROKEN UP TO CREATE ADEQUATE DRAINAGE AND AVOID TRAPPING WATER, CRAETING SATURATED AND ANAEROBICCONDITIONS IN THE UPPER SOIL LAYER. IN NEWLY DEVELOPED PLANTING SITES, SOIL DEPTH SHALL BE 20' DIAMETERAROUND THE TREES TO A DEPTH OF 36".3. 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.4. SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST.5. AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6").6. SITE SHALL BE GRADED TO WITHIN TWO‐TENTHS OF A FOOT (2/10TH') OF THE GRADING PLAN.7. SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH (1") DIAMETER IN SIZE. ROCKS AND DEBRIS0.5 INCH (0.5") TO ONE INCH (1") SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME AND GRAVEL 0.6 INCH(0.6") TO 1.25 INCHES (1.25") SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME. PARTICLES SUCH ASCONCRETE, BRICK, GLASS, METAL, WOOD OR PLASTIC GREATER THAN ONE INCH (1") SHALL NOT BEALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH (1") SHALL NOT EXCEED 5PERCENT (5%).8. SITE SHALL BE FREE OF DIRT CLODS OVER THREE‐QUARTER INCH (3/4") DIAMETER IN SIZE. DRYLAND SEEDAREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH (2") DIAMETER IN SIZE.9. STOCKPILING - STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIREDDURING CONSTRUCTION (EXCEPT AS WAIVED BY THE CITY OF ASPEN). THE REPLACEMENT OF THIS SOIL,PLUS ADDITIONAL SOIL AMENDMENTS, ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT,ONGOING HEALTH, AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT.10. THE SOIL SHALL HAVE NO HERBICIDES, HEAVY METALS, BIOLOGICAL TOXINS OR HYDROCARBONS THATIMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANT.11. WRITTEN VERIFICATION OF APPROVED SOIL AMENDMENT TYPE AND VOLUME IS REQUIRED PRIOR TOINSPECTION.12. REMOVING SOD AND AMENDING SOIL UNDER PROTECTED TREES REQUIRES HAND GRUBBING NO DEEPERTHAN 4 INCHES (4"). ANY ADDITIONAL SOIL ABOVE EXISTING GRADE LIMITED TO A MAXIMUM OF 3 INCHES(3"). ALL IRRIGATION WORK PERFORMED UNDER PROTECTED TREES REQUIRES HAND GRUBBING NODEEPER THAN 4 INCHES (4").1. REFERENCE IRRIGATION SHEETS IR100 - IR103 FOR IRRIGATION PLAN AND DETAILS. SUPPLEMENTALINFORMATION IS INCLUDED IN NOTES BELOW.2. ALL NEW TREES AND SHRUBS TO RECEIVE DRIP-TYPE IRRIGATION.3. ALL REVEGETATED AREAS TO RECEIVE SPRAY-TYPE IRRIGATION FOR FIRST TWO GROWING SEASONSMINIMUM.4. THE USE OF LOW FLOW IRRIGATION IS REQUIRED FOR ANY VEGETATION THAT WILL EXCEED TWELVE (12)INCHES MATURE HEIGHT.5. ALL SPRAY-TYPE IRRIGATION TO BE DIRECTED AWAY FROM STRUCTURES.6. INSTALL SPRAY HEADS ALONG SIDEWALKS ON POP-UP RISERS.7. LOCATE HEADS SO THEY ARE PROTECTED FROM TRAVEL AND DO NOT CAUSE WATER TO FALL ON PAVERS,MASONRY OR OTHER ARCHITECTURAL SURFACES.8. ADJUST HEAD LOCATION IF SPRAY IS DETRIMENTAL TO OR BLOCKED BY TREE, SHRUB OR STRUCTURE,MAINTAINING EVEN COVERAGE OF PLANTING AREAS.9. THE GENERAL CONTRACTOR IS TO COORDINATE SIZE AND LOCATION OF SLAB PENETRATIONS FORIRRIGATION EQUIPMENT WITH THE MECHANICAL CONTRACTORS.10. INSTALL MAIN LINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OFTHE MAIN SYSTEM.11. INSTALL 3/4 INCH POLYETHYLENE LATERAL LINES TO SLOPE AT 1% MINIMUM TO AUTOMATIC DRAINVALVES LOCATED AT LOW POINTS OF LATERAL SYSTEMS.12. TRENCHES TO BE OF SUFFICIENT DEPTH TO PROVIDE 18 INCHES OF COVER OVER LATERAL LINES.SLEEVED LINES SHALL HAVE A MINIMUM COVER OF 24 INCHES. TRENCHES ARE TO BE BACKFILLED WITHMATERIAL FREE OF ROCKS GREATER THAN 3/4 INCH IN DIAMETER.13. INSTALL BACKFLOW PREVENTER(S) IN COORDINATION WITH THE GENERAL CONTRACTOR. BACKFLOWPREVENTERS SHALL BE INSTALLED PLUMB AND SQUARE WITH ADJACENT PAVEMENT EDGES ORSTRUCTURES. COLOR, BLACK.14. CONTROL VALVE BOX AND HEAD BOX LOCATIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIORTO INSTALLATION. COLOR, BLACK.15. THE FINAL LOCATION AND EXACT POSITIONING OF THE CONTROL STATION SHALL BE APPROVED BY THEOWNER'S AUTHORIZED REPRESENTATIVE OR GENERAL CONTRACTOR PRIOR TO INSTALLATION.16. VALVE BOXES SHALL BE INSTALLED FLUSH WITH FINISH GRADE. ALIGN VALVE BOXES WITH ADJACENTPAVEMENT EDGES OR STRUCTURES. VALVE BOXES TO BE PLACED A MINIMUM OF 12 INCHES FROM ANDPARALLEL TO CURBS AND WALKS. GROUPED VALVES TO BE EQUALLY SPACED AND PARALLEL. CONCEALALL BOXES IN PLANTING BEDS WHERE POSSIBLE AND COVER WITH MULCH. VALVE BOXES SHALL BEINTEGRAL PLASTIC WITH BOLT DOWN LID; COLOR, BLACK.17. CONTRACTOR TO MAINTAIN A SET OF "AS-BUILT" DRAWINGS THROUGHOUT THE COURSE OFCONSTRUCTION AND DELIVER THESE DRAWINGS TO THE OWNER'S REPRESENTATIVE AND LANDSCAPEARCHITECT UPON COMPLETION OF WORK.18. EXCAVATIONS TO BE BACKFILLED TO PROCTOR DRY DENSITY, MINIMUM. THE CONTRACTOR SHALLREPAIR SETTLED TRENCHES FOR ONE YEAR AFTER COMPLETION OF WORK. THE CONTRACTOR SHALLWARRANT THAT THE SYSTEM WILL REMAIN FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR APERIOD OF ONE YEAR AFTER COMPLETION OF WORK.19. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES AND IN EXISTINGTREE ROOT ZONES. THE CONTRACTOR MUST VERIFY THE LOCATION AND CONDITION OF ALL UTILITIESAND BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. DAMAGE CAUSED BY OR DURING THEPERFORMANCE OF WORK IS TO BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUSTSPRINKLER LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS, TRANSFORMERS,ETC).20. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLINGTHE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.21. IRRIGATION SYSTEM ARE TO BE COMPLETELY DRAINED ANNUALLY TO PROTECT PIPES FROM BURSTINGPRIOR TO FREEZING TEMPERATURES.22. PROVIDE CONDUIT/SLEEVES AS REQUIRED FOR IRRIGATION LINES THROUGH PAVEMENT AND OTHERHARDSCAPE ELEMENTS. COORDINATE INSTALLATION OF WORK TO ENSURE ALL ISOLATED PLANTINGAREAS RECEIVE ACCESS TO THE IRRIGATION SYSTEM.MULCHING1. MULCH OR PLANTING BED DRESSING SHALL BE PLACED IN ALL PLANTING AREAS AS SPECIFIED. MULCH ORPLANTING BED DRESSING SHALL NOT BE PLACED WITHIN SIX (6) INCHES OF TREE TRUNKS. MULCHINGSHOULD BE REPEATED ANNUALLY DURING THE AUTUMN TO A FOUR (4) INCH DEPTH.2. THE SITE MUST BE MULCHED WITH WEED-FREE MULCH (HAY TO A FOUR (4) INCH DEPTH OR HYDROMULCH)AFTER SEEDING.3. HYDROMULCH MUST BE APPLIED SEPARATELY FOLLOWING SEED APPLICATION. DO NOT OVERSPRAY AS THISMAY RESULT IN EROSION. AN ORGANIC TACKIFIER SHALL BE ADDED TO THE SLURRY TO ENHANCE THEDURABILITY OF THE APPLIED MULCH COVER. APPLY AT A RATE OF 3,000 LBS PER ACRE (3360 KG/HA). ADDAN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE TO PREVENT EROSION.4. HAY MULCH MUST BE WEED-FREE. HAY TO BE “CRIMPED” INTO THE SOIL SURFACE BY HAND ON STEEPSLOPES. ON FLAT SURFACES A MODIFIED DISC PLOW MAY BE UTILIZED TO DRIVE THE HAY STEMS INTO THESOIL TO REDUCE SURFACE WIND SPEEDS AND SOIL DESICCATION. APPLY AT THE RATE OF 3,000 TO 4,000LBS PER ACRE (3360-4480 KG/HA). ADD AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRETO PREVENT EROSION.5. FINE GRADE MULCH WITH INTEGRATED SOIL CONDITIONER SHALL BE USED IN AREAS PROXIMATE TOARCHITECTURAL STRUCTURES TO RETURN NUTRIENTS TO THE SOIL, REDUCE MAINTENANCE AND MINIMIZEEVAPORATION. MINI-NUGGET TYPE DECORATIVE BARK MULCH MAY BE USED IN CONJUNCTION WITH SOILCONDITIONER WHEN SPECIFIED IN THE CONTRACT DOCUMENTS.12/19/2017 50% DD 01/31/2018 100% DD07/09/2018 W.E. App07/18/2018 W.E. App 10'-0"RO A R I N G F O R K R O A D 10' U T I L I T Y E A S E M E N T PR O P E R T Y L I N E N.3rd STREET 7879788078 7 8 78787879788 0 78777876787578 7 6 78 7 7 78 7 8 787878797880 1 2 3 4 5 6 25'-0"25' S E T B A C K TREE REMOVAL SUMMARY EX. CONIFER TO BE REMOVED SYMBOL TYPE SIZE VALUE EX. DECIDUOUS TREE TO BE REMOVED 4"-18" CAL. 6"-11" CAL. TOTAL MITIGATION VALUE FOR REMOVED TREES: NOTES: 1. TREES REMOVED TO ACCOMMODATE FOR CONSTRUCTION OF NEW RESIDENCE AND/OR IN RESPONSE TO POOR HEALTH. 2. FOR PRESERVATION OF EXISTING TREES TO REMAIN, REFER TO PLANTING PLAN (L401). 3. REFER TO PLANTING PLAN (L401) FOR MITIGATION. 4. EXISTING TREE(S) TYPE, LOCATION, SIZE AND CALIPER BY OTHERS; REFER TO SURVEY. 5. ALL EXISTING TREES TO BE REMOVED ARE REPRESENTED HERE, INCLUDING THOSE NOT MEETING THE 4"/6" CALIPER STANDARD (I.E. NOT REQUIRING MITIGATION). TREE MITIGATION SUMMARY TOTAL MITIGATION VALUE OF PROPOSED NATIVE TREES (REFER TO PLANTING PLAN): TOTAL MITIGATION VALUE FOR REMOVED TREES: $13,188 N/A LEGEND TOTAL REMAINING: EX. DECIDUOUS TO REMAIN EX. CONIFER TO REMAIN VARIOUS VARIOUS N/A N/A EX. CONIFER TREE TO BE REMOVED N/A< 4" CAL. EX. DECIDUOUS TREE TO BE REMOVED N/A< 6" CAL. TREE PROTECTION FENCING $13,188.00 QTY. 6 N/A N/A N/A 1 17 $13,188.00 NUMBER TYPE SIZE VALUE TREE TABLE DECIDUOUS DECIDUOUS 8" CAL. 9" CAL. $2,110 $2,671 2 1 DECIDUOUS 6" CAL.$1,1873 DECIDUOUS 7" CAL.$1,6164 DECIDUOUS 7" CAL.$1,6165 DECIDUOUS 11" CAL.$3,9896 0 10 20 scale north L100 tree mitigation planbluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen TREE PROTECTION FENCE5 L802 EX SHED TO BE REMOVED 12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 W.E.App 07/18/2018 W.E. App 10'-0"RO A R I N G F O R K R O A D 10' U T I L I T Y E A S E M E N T PR O P E R T Y L I N E N.3rd STREET 78797880787 8 7878787978 8 0 78777876787578 7 6 78 7 7 78 7 8 78787879788025'-0"25' S E T B A C K EASEMENT PROPERTY LINE SNOWMELT EXTENTS; 1510 SF LEGEND NOTES: 1. LAYOUT DIMENSIONS ARE FROM THE BACK OF CURB UNLESS OTHERWISE STATED. 2. REFER TO CIVIL FOR ALL FINAL GRADING, DRAINAGE, AND UTILITIES. 0 10 20 scale north L200 layout plan bluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen22'-1"4'-5"15'-0" 15'-0" 72'-1" 10'-0"10'-0"19'-8" 14'-8"5'-0"5'-0"18'-10"5' - 0 " 25 ' - 0 " 33'-9" 17'-10"3'-6"4'-0"3'-0"1'-0"9'-0"12'-10"11'-11"12'-6" 5'-3" 3'-6"2'-0"3'-7"12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 W.E. App 07/18/2018 W.E. App 10'-0"RO A R I N G F O R K R O A D 10' U T I L I T Y E A S E M E N T PR O P E R T Y L I N E N.3rd STREET 78797880787 8 7878787978 8 0 78777876787578 7 6 78 7 7 78 7 8 78787879788025'-0"25' S E T B A C K LEGEND STONE VENEER FLATWORK AND WALLS WOOD BEAMS W/ PLANTED JOINTS EXPOSED FINE AGGREGATE CONCRETE FINE AGGREGATE PAVING 0 10 20 scale north L300 materials planbluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen LAWN ENTERTAINING PATIO RAIN GARDENS EXPOSED AGGREGATE DRIVE ENTRY WALK 5' ENTRY WALK ACCESS/MAINTENANCE PATH ENTERTAINING/LOUNGE PATIO LAWN BBQ PATIO SERVING/PREP MASONRY FENCE ACCESS/MAINTENANCE PATH ACCESS/MAINTENANCE PATH PERENNIAL/UNDERSTORY PLANTINGS FINE AGGREGATE TRELLIS ENTRY LANDING/STAIRS 2 L800 3 L800 3 L801 STONE PAVERS SET IN FINE AGGREGATE OVER SNOWMELT 9 L801 WOOD BEAMS IN FINE AGGREGATE 6 L801 STONE PAVERS IN FINE AGGREGATE 2 L801 PAVER WITH AGGREGATE JOINTS1 L801 STAIR W/ SNOWMELT 5 L801 STAIRS W/ SNOWMELT 5 L801 8 L801 3 L801 STONE PAVERS SET IN FINE AGGREGATE OVER SNOWMELT 5 L801 STAIRS W/ SNOWMELT 7 L801 12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 W.E. App 07/18/2018 W.E. App PLANTING SCHEDULE PER PLAN33#15 PER PLAN13#15 PER PLAN253" CAL. SPACING AMELANCHIER ALNIFOLIA 'REGENT' AaR REGENT SERVICEBERRY CsB RED-TWIG DOGWOOD SHRUBS POPULUS TREMULOIDESPtASPEN TREES PER PLANPpC ABBR. 1518'PICEA PUNGENSCOLORADO SPRUCE QUANTITYSIZEBOTANICAL NAMECOMMON NAMESYMBOL PER PLAN13" CAL.POPULUS TREMULOIDESPtMULTI-STEM ASPEN CORNUS SERECIA 'BAILEYI' PLANTING SCHEDULE CONT. UNDERSTORY SHRUBS AND VINES Jch JUNIPERUS CHINENSIS 'HOLBERT'HOLBERT JUNIPER Bgl BETULA GLANDULOSABOG BIRCH Csa CORNUS SERICEA ARCTIC FIREARCTIC FIRE DOGWOOD Pmv PICEA PUNGENS 'MESA VERDE'MESA VERDE SPRUCE Rwo ROSA WOODSII #5 GAL WOODS' ROSE #5 GAL #5 GAL #5 GAL #5 GAL 6 6 29 13 197 PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN43#15DWARF GLOBE BLUE SPRUCE PICEA PUNGENS 'GLAUCA GLOBOSA'Pgg PER PLAN13" CAL.MALUS 'SPRING SNOW'Mss SPRING SNOW CRABAPPLE Cj CLEMATIS 'JACKMANII SUPERBA'PURPLE CLEMATIS #1 GAL 5 PER PLAN Pq PARTHENOCISSUS QUINQUEFOLIAVIRGINIA CREEPER #1 GAL 4 PER PLAN 595 sf BLUE FORTUNE ANISE HYSSOP AGASTACHE 'BLUE FORTUNE' INDIAN PAINTBRUSH CASTILLEJA ANGUSTIFOLIA BLONDE AMBITION BLUE GRAMA BOUTELOUA GRACILIS ' BLONDE AMBITION' BLUE AVENA HELICTOTRICHON SEMPERVIRENS INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 2930 sf ANEMONE X HYBRIDA 'HONORINE JOBERT'HONORINE JOBERT ANEMONE PG PERENNIAL RAIN GARDEN PLANTING AREA SPACING MEADOW PLANTING AREAMD MASS PLANTING AREAS ABBR.QUANTITYSIZEBOTANICAL NAMECOMMON NAMESYMBOL 1,990 sf BOUTELOUA GRACILIS ' BLONDE AMBITION'BLONDE AMBITION BLUE GRAMA ALLIUM 'PURPLE SENSATION' ENTRY GARDEN PLANTING AREA PURPLE SENSATION ALLIUM EG 5,400 sf ALPINE COLUMBINE AQUILEGIA ALPINA US AJUGA 'CHOCOLATE CHIP'DWARF CARPET BUGLE UNDERSTORY PLANTING AREA SMALL GLOBE THISTLE ECHINOPS RITRO PINELEAF BEARDTONGUE PENSTEMON PINIFOLIUS LUMINOUS AQUILEGIA ALPINAALPINE COLUMBINE AQUILEGIA COERULEAROCKY MOUNTAIN COLUMBINE ARCOSTAPHYLOS UVAURSIKINNIKINNICK LUPINUS ARGENTEUSSILVERY LUPINE AQUILEGIA 'WHITE STAR'WHITE STAR COLUMBINE HERACLEUM MAXIMUMCOW PARSNIP THYMUS PRAECOX 'ALBIFLORUS'WHITE CREEPING THYME FESTUCA LONGIFOLIAHARD FESCUE FESTUCA OVINASHEEP FESCUE ANEMONE X HYBRIDA 'HONORINE JOBERT'HONORINE JOBERT ANEMONE THALICTRUM ROCHEBRUNEANUMMEADOW RUE BLUE AVENA HELICTOTRICHON SEMPERVIRENS GYSOPHILA PANICULATABABY'S BREATH NEEDLE AND THREAD GRASS HESPEROSTIPA COMATA LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM FESTUCA RUBRA RUBRACREEPING RED FESCUE FESTUCA OVINASHEEP FESCUE ACHILLEA MILLEFOLIUMCOMMON WHITE YARROW AJUGA 'CHOCOLATE CHIP'DWARF CARPET BUGLE ECHINACEA PURPUREAPURPLE CONEFLOWER ALLIUM PURPLE SENSATIONPURPLE SENSATION ALLIUM ALLIUM 'GLADIATOR'GLADIATOR ALLIUM ASTER ALPINUS 'GOLIATH'ALPINE ASTER BLUE AVENA HELICTOTRICHON SEMPERVIRENS BOULDER BLUE FESCUE FESTUCA GLAUCA 'BOULDER BLUE' BOULDER BLUE FESCUE FESTUCA GLAUCA 'BOULDER BLUE' 1,500 sf BLUE FORTUNE ANISE HYSSOP AGASTACHE 'BLUE FORTUNE' INDIAN PAINTBRUSH CASTILLEJA ANGUSTIFOLIA PENSTEMON MENSARUMTIGER PENSTEMON PG PERENNIAL GARDEN PLANTING AREA PULSATILLA VULGARISEUROPEAN PASQUEFLOWER ANAPHALIS MARGARITACEAPEARLY EVERLASTING GYSOPHILA PANICULATABABY'S BREATH ACHILLEA MILLEFOLIUMCOMMON WHITE YARROW VERONICA 'WATERPERRY BLUE'DWARF CARPET BUGLE ECHINACEA PURPUREAPURPLE CONEFLOWER BLUE AVENA HELICTOTRICHON SEMPERVIRENS PJ PLANTED JOINTS (PAVING AREAS) 80 sf THYMUS PRAECOX 'ALBIFLORUS'WHITE CREEPING THYME NOTES: 1.RE: L802 FOR TYPICAL PLANTING DETAILS. 2. RE: P1-4 FOR DETAILED PLANT PALETTE INFORMATION. L400 planting schedule 12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 W.E. App 07/18/2018 W.E. Appbluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen 10'-0"RO A R I N G F O R K R O A D 10' U T I L I T Y E A S E M E N T PR O P E R T Y L I N E N.3rd STREET 78797880787 8 7878787978 8 0 78777876787578 7 6 78 7 7 78 7 8 78787879788025'-0"25' S E T B A C K HYDROZONE LEGEND LOW WATER USE, 7015 SF MEDIUM WATER USE, 5400 SF VERY HIGH WATER USE, 2600 SF NOTES 1. REFERENCE SOIL AMENDMENT CRITERIA AND PREPARATION NOTES ON SHEET L002 FOR COMPLIANCE WITH THE CITY OF ASPEN WATER EFFICIENT LANDSCAPING STANDARDS. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE IN THE PLANTING PLAN NAME DATE 1/12/2018 LOW WATER USE, 9635 SF 0 5 10 scale north L401 planting plan 12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 07/18/2018 W.E. App W.E. Appbluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen SHERI SANZONE RAIN GARDEN RAIN GARDEN RAIN GARDENRAIN GARDEN 78797880787 8 7878787978 8 0 78777876787578 7 6 78 7 7 78 7 8 787878797880 LEGEND TYPENAMESYMBOL BK LIGHTING MINI MICRO FLOODLIGHT OR LUMIERE CAMBRIA 203 LIGHTING LED, AREA LIGHT QUANTITY 35 BK LIGHTING STEP STAR OR LUMIERE ZUMA 1211 LED STEP LIGHT 15 BK LIGHTING MINI MICRO RING MOUNT OR LUMIERE CAMBRIA 213 LED, TREE AFFIXED DOWNLIGHT 45 HYDREL 4800 SWM, STAINLESS STEEL FINISH LED SPA LIGHT 2 EXTERIOR RECEPTACLE W/ INTERMATIC WP3110MXD COVER ELECTRICAL FIXTURES EXTERIOR RECEPTACLE 6 0 10 20 scale north L500 lighting plan bluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen RING MOUNTED LIGHTS ALONG CABLES MOUNTED TO ARBOR (8) PRELIMINARY NOT FOR CONSTRUCTION 12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 W.E. App 07/18/2018 W.E. App the �ower of e LAMP & DRIVE R DATA f3 1:'>,;:i.;;iL. e70, e7 1, e7.2, e73 DRIVER �pul Volb lnfk11h C\!Mnt OpHatlng Dlnnill>lt Opvnilon AmbllMTHIPWIIN'I DATA 12\/AC/DC SO/-tJQH'l <250mA{non-dimmtdi SOOmA Mlginttic �w ¼llt1;e Clmm1t -2:2"F-1 H'f \-.WC · W<:J LM79 DATA L70 D/�TA OPTICAL DATA «T tRI lllpvtw.ttl Mlnl�111 FtfQ(l Litt {hre.,) Dtll,...r•d aK No, An.gl:I CICP 11'1'1'-l �l'-l fTyp,) 7K of llnltl.d lumens [L7g)LIOMIWI �700K 80 ' S0,0l>l ,,. \!47 167 2700K &O ' !0.00'.l 21• ... ,. . •70 2700K 80 ' S0,00) 28" S24 ,� 2700K . • 50,00!� 1 '?"lc3 , .. 013 151 3000K 80 3 50,000 17• 1411 175 3000K 80 ' 50,000 21' 695 1'6 e71 3000K 80 '50,00J 28' 548 156 3000K -3 50,000 17°x31°642 158 4000K &O • so,oo:i 17" 1585 197 4000K &O 5 50.01>) 21' m 164 <72 4000K so ' 50,M:l 21' •1•175 4000K -5 50,0l>l rrx,1� m 178 e73 Amber (590nm) -3 50,00() - -- OPTICS -OpU.c ARg le 1'-1.SP�N1rrowSpot 17" !:P •.spot 21• MFL • Medlurn Flood ,.. 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App Placer Lame -Aspen, Colorado -E!peclflcatlan at Luimlnalres LUXij•1ijl)li FITTINa CODE: LOCATION: MANUFACTURER: REFERENCE: DESCRIPTION: FINISHES: DIMENSIONS: LAMP TYPE & REF: POWER: FIXING METHOD: COMMENTS: ILLUSTRATION: EX02 Jacuzzi Hyd�I 4800°RO..SS0LED•120-WHT30K•NSP,CLS-NM-3445B-CSL 120-SWM-LP Fixture T-1901 Transformer Underwater wet niche LED swimming pool flxl\lre with round lbezel, lamp housingol stainless steel with a east bronze door, clear lresnel ternpered borosilicate lens, e.djuslability of fixture within the niohe 15' from center axis, single piece LI-shaped molded silicone gasket and rernote dlmmable transformer. Stainless Steel i2J5 W' and 6 5/S" depth Integral 120V ew LED 3000K 9W Rece8'1&d In wet niche swimming pool. Refer to Manufacturers Installation instructions. Cord of #16-3ST for US standard of 120'. Sllifickml cord should be coiled in the fixture niche to allow for the removal of fixtur;i to above water level for re-lamping .. Fisture to be 18" below water level. Th& unit includes a grounding lug and a '/4'' conduit hub with W reducer or Pa16 conduit hub. f 6 11s· (156) 5 1/2'' (140) { s,a .......(16) 52 1----6 5/s" ____ ., (168) 1, 5 3/a"(137) 3/4" (19) PHCtOMn'MIC DA.tA Zuma 1211·LP-CFI Test No. P127712 Lamp.a �9TT Lu mens"' sso Zuma 1211.0P•CFI Test No. Pl27713 Lamp .. f9TT Lum ans• 580 ISO Footcandle Pl(lt ,. ISO f.lQotcandle Plot ,. ,. ,. 5' ,. ,. ,. / "- / / I �' I ---- v) V '- ' I - � I \ c--... \ "" I �\ \ I ,jl '/Y 0' o· ,,, ",.___ _:;, y ,;;'./ 41 �· 21 ,-o· ,. 2· s· 4• 4' 3' 21 ,. o· 1· 21 3' 4' S��ltll 1/4"" 1' S(;plQ: 1/4" "" 1' LAMP iNF0RMA11ION t.arnp ANS1 Code Watts Beam Spread CBCP ••Life (hrs.) 8ase Volts F9TT 9 3500 10,000 G23 120 NOTE: Jnf&tior que//ty Ja_mp1 may adver$tJ/y af!Mt the perfQrmance of this product, UstJ ontv namll-/Jrana femps from rt1put;JO/e lamp manuractuf<m. NOTES AND FIJPIUMULAS • IBnm diamet-:e,r ie to 60% of ffl.!)!;imum tcotcandlH, ro�ndltd 10 the neue1t h1tf'-1aot, • foote&ndle vel1.1ee 1!11'8 initial, Apply appropriete llght l�e factor.a where n,ecee.aairy. �DERNG !INFORMATION II """"" -ml •Pob,rolrbl'ln1t• Hi>Ull,1(;, Corn pa� F111tlf'NQtf'lt lLlma &111 Ltlll II II I l-klPIMI LA • �>'ertal .'JUffl.111\il'fl l'ttQ� PIJ(l,e. 011 • OplnAWmtrun F-actFtl!:11 II """" 1:W•UOV �lnllh """' SK I BIIKl:k L� • L�w!'N P�rb..rlltl F11rH Pl1Qt1 ., . ...,,,. � •0Plf!Pd)l¢,lrb'clrllll1FKIP-.a1 a•t1rt-81t,,1tr VI 1V1nil WT•wtiU ·��- tFI• ,;w C:ornpoefl ,.,��I T¥,fa Tub., 112! 11110 !!K• Bliek WT•�"l�tt;s Cooper Lighting "'a 1000 EBtDll &!.11'1,nl Cifi..i.r.,, O,i d.:11ZII Ut'Wti:1631111 Brt•llUQl'r" ll�11'1Cot1:,-L�hwil bl<11at 1121 Hl!ib'.:1\1-,. !:lllll"I Pffl�'N0t,•, 1lJi. !tC,:;!,&, '3.::Mllltl.n!W �lm!l'IV!llllll.tfie!Cl .a'Ur.,ill.,.,11h-::11! Mllcil, :W li•'t•N CE'SCAIPTION f! 7�-49.-.00 --w:-,..IISltl''r;.i:-. Toe Zuma 1i11111 ru,e,;ff ADA-ocm1211.am l'IOMl!lld mo1Jnt'Od ltfp lllilht t:r,r i.i11 w"rth 00mp1ct �JuorelQent lam� 1ouri::u Th-t ho1afng 11 .contn!(:ted from -corroalcn--pr-oof lnJtot1on-m-ollild polyo.artionats. L.cuvar11d or open faat plain I rs 1v.1ll1bl,a ln lnleatlon-m.ol.de.d �ty,arbonat,a,or dlHHt allumlnum.AII mo-dell �an Db mounte(l 1n non-ccmbuRlble 1M1rfaoc1'1� JJ lbrl�, ooncroto or itone. SPECIFICATION FEATUR!S A ... Ma-twial RtmJ�ci mcunttd houslr.; 11 eon11truet:ttl from cc.TC1l0n-pro,oi lnleoilorr-moldod ·�1vc,rbonJW. H0Ul1rti ln!:!h.idMI two 1/2" NPS 1hrHcl&d holes for l!H)' through wlr1n,i;i, Face �lltt II 1vt1!11bl111 In oo ll"Ollon-proof lnJemlon-m olcled p0ty-,c■rbcn1tc er co,r0al0n-rulr.llrt dlHlrl allle;one 1fumrnum. I ... Rrll1h Dfe-aitt ,lul"nfnum r,;,o plJlH ere Clou!)IO �t[:/cted lby :I chromlto ®nver.alon under,coalfnlil .and pol¥HU!r powti-oroo.at paint flnlsh, 1urpu11� the rlgorcu11 damandl of lhB ouuloc r On'tlr.onmont. A ..,,,1r1-01y ..,ht1rn:lal'd eol:)r-1, rt IYJ11ebl,. 1n/emlcin•motf;I-Od potyt1rbon11tt fac� platl!l11re .1v•lltbie In til1i;k: or whlt,e. C ... R1ntetor S�ul:u p,epplestone aluminum reflect-or 11 :etandar-d to provlM hl;11h lumen OJ.1tput and i!l�n llluminttlon. D ..• G11lm: Ho1.11in; il!lfltl floe plaia ere H·�led witl, • hlgl, temp•ITWl'tl 1lllcon• orlng ;alk!I to pr!Vef'ICV-/61,!r ll'ltl\llllOn. ! ... un, Fb.:turet ln1'1ude potyeJirticnlte lo:,n11 FKt.ory u,lecl wUh high :ttlfflP!'l'llul'.5 a�heslve 10 prevtnt water lntru11on and breal(1ge due"l0therm1I ah-odl, F ... H11.d\Nlrt SUi!n!eM :81:HI l'lar-tl'Wlr& 11 ltlMlr� tu provklM m11�l mum QQIT'OWlOR• Aaltt.lnoe, ·- �--;;8" ��mJ tkbtVltw --,J I ;i I f \-.-,_ ·..;-- I II ., ,-,;r1:m:rnml Toi,C1t1way 1dtl&Jfl Coopt�r Ughti ng 'Qv ll'l:•N � l I 3·1./l!" CiOmml � ... locbt Cf-9: Cttam]c iOG:klC'i\tffl 2M• CT11'l0rrlt-,ca,11h1d 1111d 'Wlras ind G.23 bsu. ti ... Eltll'tlkal lnelu-dn lnte11ral 420V l>allut. I ... Llmp Ltm Included ea «an:dll'-0, FtTT. iW, C:6Cf 580, flill'td 10,000 l'lc0u1'1, J .. :w•rrlli'lty L1.1m1ere warMntt ltlaftltturaa t-;e!n1t d•� ln mattirl11l11 &. workmanship ·rot rh�ee j3) V61rl, ALll(lHI.-Y eq1.1Jpm11n1: '1Uch lll'tr,illntfcirmua, b.llllHW Ind LED drll/MI Glft'Y u,e-ol'l�l Mi!I I mtim,rl11ifflm1r'• Wiil'!'lirrty. I I AOLDa3t" O&/H,'201" LUMIIERE Type Date �----■ ■ ZUMA 1211-LA 1211-0A 121I-LP 1211-0P fN/(max.) Com�et Ruo.....,.t Lino Yollll!O C GI GI GI :I-.Q a, a, st a, a,N st 0 a, � a, a, st ,.., a,N st 0,.., a, µ E ... 0 ... u <D C: ...., "' C. 0 "' 'O "' �C: ., 0 � u C Q) .c C. "' :;: '" :;: :;: N 0N Q) ·""' Q) µ "' C, C ·c C. "' µ 0 "' 0 0 Q) u C Q) "'C 0 'O "'■-�0 C/) 0 u Q)Q) C. L.. "' "' .:::t. "' 0 �0 �J"0 C, ·cu "' 0 �"'0 C/) "' C/) 0 E lighting fixture cutsheets date I issue 12/19/2017 01/31/2018 50% DD 100% DD L502 © copyright bluegreen 07/09/2018 W.E.App 07/18/2018 W.E. App L800 spa details bluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen 2 L800 REAR RAISED PATIO SECTION SCALE: 1/2" = 1'-0" RAISED PATIO/WALK WITH STONE VENEER BEYOND RAIN GARDEN PLANTING; RE L401 RAIN GARDEN SOIL MIX 1 LAYER GEOTEXTILE FABRIC AGGREGATE DRAINAGE MEDIUM STONE PAVER/VENEER OVER RAISED CONCRETE (NON-SNOWMELT); RE 7/L801 CONCRETE ELEVATED PATIO; RE STRUCTURAL RAIN GARDEN OVERFLOW SLOT DRAIN AND PIPE RECESSED WITHIN STONE VENEER; RE CIVIL STONE VENEER OVER RAISED CONCRETE PATIO; RE 7/L801 SLOPESLOPE COMPACTED SUBGRADE COMPACTED SUBGRADE 3 L800 BBQ PATIO SECTION/ELEVATION SCALE: 1/2" = 1'-0"1'-0" MINTOPSOILSTONE PAVER/VENEER OVER CONCRETE; RE: 7/L801 COMPACTED SUBGRADE; RE: CIVIL COMPACTED AGGREGATE BASE; RE: CIVIL SLOPE PERENNIAL GARDEN UNDISTURBED SUBGRADE MAIN PATIO STONE VENEER PREP/SERVING MASONRY FENCE, RE: STRUCTURAL 10'-0" 9'-0" CONCRETE SLAB; RE: STRUCTURAL 12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 W.E.App 07/18/2018 W.E. App L801 details bluegreen300 south spring street l suite 202 l aspen, colorado 81611 l t 970 429 7499 l f 970 429 9499www.bluegreenaspen.com805 roaring fork road l aspen, coloradomoss cook residencedate l issue © copyright bluegreen 1 L801 PAVER WITH AGGREGATE JOINTS SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL; RE CIVIL SAND SETTING BED COMPACTED AGGREGATE; RE CIVIL FILTER FABRIC 3" THICK PAVER NOTES 1. PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINE AGGREGATE 3"2"2"1'-0" 2 L801 PAVER WITH AGGREGATE JOINTS - SNOWMELT SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL; RE CIVIL SNOWMELT TUBING AND WIRE MESH SET WITHIN SAND SETTING BED; HOLD TUBING 3" FROM TOP OF SAND; RE CIVIL COMPACTED AGGREGATE; RE CIVIL RIGID INSULATION BOARD WITH DRAINAGE HOLES; RE CIVIL 3" THICK PAVER NOTES 1. PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINE AGGREGATE 3"RECIVIL2"1'-0" 3 L801 PAVER WITH AGGREGATE JOINTS - SNOWMELT SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL; RE CIVIL SNOWMELT TUBING AND WIRE MESH SET WITHIN SAND SETTING BED; HOLD TUBING 3" FROM TOP OF SAND; RE CIVIL COMPACTED AGGREGATE; RE CIVIL RIGID INSULATION BOARD WITH DRAINAGE HOLES; RE CIVIL 3" THICK PAVER NOTES 1. PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINE AGGREGATE 3"RECIVIL6"1'-6" 4 L801 WOOD BEAMS WITH PLANTED JOINTS SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL; RE CIVIL COMPACTED AGGREGATE; RE CIVIL FILTER FABRIC WOOD BEAM PAVER NOTES 1. PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. GROUNDCOVER; RE L402 12"RECIVIL6"2" SAND SETTING BED2" MIN.2" MIN.NOSING DETAIL: #4 REBAR CONTINUOUS AT NOSE OF STEP. 2" MINIMUM CONCRETE DEPTH BETWEEN NOSING BAR AND SURFACE OF STEP (TYP) 2" STONE PAVER ON MORTAR SETTING BED 14"14"6"SCALE: 1/2" = 1'-0" SNOWMELT STAIRS TYP. 4" AGGREGATE BASE CONCRETE STEPS W/ SNOWMELT TUBING TIED TO #4 REBAR. PROVIDE EXPANSION JOINTS WHERE FLATWORK MEETS R10 RIGID INSULATION BOARD UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 1'-0" TYP.7"TYP.5 L801 6 L801 FINE AGGREGATE PAVING- STABILIZED SCALE: 1-1/2" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 4 IN. DEPTH COMPACTED STABILIZED FINE AGGREGATE (3/8 IN. - 1/4 IN. DIA) AS SPECIFIED BY LANDSCAPE ARCHITECT (COLOR TBD) STEEL LANDSCAPE EDGE NOTE 1. INSTALL PER MANUFACTURERS SPECIFICATIONS http://www.stabilizersolutions.com 2. STABILIZER SUPPLIED BY G & S SOLUTIONS AT 970-284-6030 3. CRUSHER FINES SUPPLIED BY G & S SOLUTIONS AT 970-284-6030; COLOR GRAY UNLESS OTHERWISE NOTED (COLOR GRAY, RED OR GOLD); 4. REFER TO DRAWINGS FOR WIDTH OF PATH. ADJACENT MATERIAL MAY VARY 8 L801 RAISED PATIO WITH SNOWMELT, TYP. SCALE: 1" = 1'-0" 1/2 IN. THICK MORTAR SETTING BED 2 IN. THICK PAVER 1/8 IN. GROUT JOINT UNLESS OTHERWISE NOTED DRAINAGE MAT SLOPE BACKER BOARD STONE VENEER TBD CONCRETE FOOTER; RE STRUCTURAL 4000 PSI CONCRETE W/ SNOWMELT TUBING TIED TO #4 REBAR @ 18 IN. O.C. EACH WAY ADJACENT CONDITION VARIES HEIGHT VARIES7 L801 RAISED PATIO, TYP. SCALE: 1" = 1'-0" 1/2 IN. THICK MORTAR SETTING BED 2 IN. THICK PAVER 1/8 IN. GROUT JOINT UNLESS OTHERWISE NOTED DRAINAGE MAT SLOPE BACKER BOARD STONE VENEER TBD CONCRETE FOOTER; RE STRUCTURAL 4000 PSI CONCRETE PATIO ADJACENT CONDITION VARIES HEIGHT VARIES9 L801 PAVER WITH AGGREGATE JOINTS SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL; RE CIVIL SAND SETTING BED COMPACTED AGGREGATE; RE CIVIL FILTER FABRIC 3" THICK PAVER NOTES 1. PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINE AGGREGATE 3"2"6"1'-0" 12/19/2017 50% DD 01/31/2018 100% DD 07/09/2018 W.E.App 07/18/2018 W.E. App IRRIGATION LEGEND Issss r r . MAINLINE PIPE: CLASS 200 PVC 1 1/4 -INCH UNLESS OTHERWISE INDICATED LATERAL PIPE TO SPRINKLERS: CLASS 200 PVC 1-INCH UNLESS OTHERWISE INDICATED ® INUNE DRIP TUBING: NETAFIM TLCV26-12 (DIFFERENT SCALE REPRESENTS DIFFERENT ZONES) LATERAL PIPE TO EMITTERS: UV RADIATION RESISTANT POLYETHYLENE (3/4-INCH SIZE, ROUTING IS DIAGRAMMATIC) UNCONNECTED PIPE CROSSING �-- POINT -OF -CONNECTION ASSEMBLY m BACKFLOW PREVENTION ASSEMBLY: FEBCO 825-Y m MASTER VALVE ASSEMBLY: RAIN BIRD PESB ❑F FLOW SENSOR ASSEMBLY: RAINBIRD FS100B N ISOLATION GATE VALVE ASSEMBLY: MATCO 514 QUICK COUPLING VALVE ASSEMBLY: RAINBIRD 5RC 9 REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS RAINBIRD PEE (SIZED PER PLAN) ® REMOTE CONTROL DRIP VALVE ASSEMBLY: RAINBIRD XCZ-PRB-100-COM <V'Lr FLUSH CAP ASSEMBLY �-INDICATES CONTROLLER AND STATION NUMBER MAl r INDICATES LATERAL DISCHARGE (GPM) or HYDROZONE 14 �� INDICATES VALVE SIZE (INCHES) O.5 30 PSI INDICATES PRECIPITATION RATE (IN/HR) INDICATES DESIGN PRESSURE (PSI) OA IRRIGATION CONTROLLER UNIT WITH WEATHERSTATION CONTROLLER A: RAINBIRD ESP-LXMEF: 11 Stations CONTROL WIRES IN CONDUIT OR WITH WARNING TAPE INSTALLATION GENERAL NOTES e ■ POP-UP SPRAY SPRINKLER: RAIN BIRD RD1506-S-P30 W/U SERIES 8 NOZZLE PRESSURE: 30 PSI RADIUS: 8 FEET FLOW (GPM): Q-0.26 H-0.52 F-1.05 - m e • POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/U SERIES 10 NOZZLE PRESSURE: 30 PSI RADIUS: 10 FEET FLOW (GPM): Q-0.41 H-0.82 F-1.64 ♦ POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/U SERIES 12 NOZZLE PRESSURE: 30 PSI RADIUS: 12 FEET FLOW (GPM): 0-0.65 H-1.30 F-2.60 _ • POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/U SERIES 15 NOZZLE PRESSURE: 30 PSI RADIUS: 15 FEET FLOW (GPM): Q-0.92 H-1.85 F-3.70 POP-UP SPRAY SPRINKLER: RAIN BIRD RD1806-S-P30 W/MPR SERIES 15SST OR 15EST NOZZLE, PRESSURE: 30 PSI PATTERN: 4 X 15 FEET FLOW (GPM): EST-0.61 SST-1.21 i.. ,o, POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP1000 SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET PRESSURE: 40PSI FLOW (GPM): M-0.19 L-0.37 0-0.75 $ !� 3, POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP2000 SERIES NOZZLE ADJUSTABLE RADIUS: 13 TO 21 FEET PRESSURE: 4OPSI FLOW (GPM): K-0.40 G-0.74 R-1.47 19C7p,h POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MP3000 SERIES NOZZLE ADJUSTABLE RADIUS: 20 TO 30 FEET PRESSURE: 40PSI FLOW (GPM): B-0.86 Y-1.82 A-3.64 (C; POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MPCORNER SERIES NOZZLE ADJUSTABLE RADIUS: 8 TO 14 FEET PRESSURE: 40PSI FLOW (GPM): 45'-0.19 90'-0.39 105'-0.45 ice_ 4" q, &_*i POP-UP ROTATING SPRAY SPRINKLER: HUNTER PRS40-CV, W/MPSTRIP SERIES NOZZLE ADJUSTABLE RECTANGULAR AREA SPRAY SIDE STRIP FLOW (GPM): 4X24ft - 0.34, 5X30ft - 0.47 LEFT/RIGHT STRIP FLOW (GPM): 4X12ft - 0.17 5X15ft - 0.23 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE 6, PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE IRRIGATION SYSTEM OF 82 PSI (PER CITY ENGINEER), AT A MAXIMUM COMPLETION OF THE PROJECT: DISCHARGE OF 12 GPM AT THE 3/4-INCH IRRIGATION A 7W0 (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY POINT -OF -CONNECTION (POC). VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. OPERATED VALVES. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B. TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH. 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO MATERIALS, AND ARCHITECTURAL FEATURES. SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. C. USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS II. INSTALL TWO (2) #14 AWG CONTROL WIRES ON STANDARD WIRE SYSTEMS NOT ALLOWED. FOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. 12. SENSORS (E.G., RAIN, FREEZE, WIND, AND/OR SOIL MOISTURE ETC.), EITHER INTEGRAL OR AUXILIARY, THAT SUSPEND OR ALTER IRRIGATION ORPERATION DURING UNFAVORABLE WEATHER CONDITIONS OR WHEN SUFFICIENT SOIL MOISTURE IS PRESENT SHALL BE REQUIRED ON ALL IRRIGATION SYSTEMS, PER SECTION 6.1.6 OF THE WATER EFFICIENT LANDSCAPING STANDARDS. CONSTRUCTION NOTES 1O THE IRRIGATION SYSTEM POINT -OF -CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN, INSTALL BACKFLOW PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. OWALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. SENSORS (E.G., RAIN, FREEZE, WIND, AND/OR SOIL MOISTURE ETC.), EITHER INTEGRAL OR AUXILIARY. THAT SUSPEND OR ALTER IRRIGATION OPERATION DURING UNFAVORABLE WEATHER CONDITIONS OR WHEN SUFFICIENT SOIL MOISTURE IS PRESENT SHALL BE REQUIRED ON ALL IRRIGATION SYSTEMS. CITY OF ASPEN GENERAL NOTES 1. APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE AT EACH EMISSION DEVICE IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE FOR OPTIMAL PERFORMANCE. IF PRESSURE IS NOT WITHIN THE PREFERRED RANGE, ACTIONS DESCRIBED IN SECTION 6.1.10 OF THE WATER EFFICIENT LANDSCAPING STANDARDS MUST BE TAKEN. 2. SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE MATCHED PRECIPITATION RATES, UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER'S RECOMMENDATIONS, 3. ENSURE THERE IS HIGHEST POSSIBLE DISTRIBUTION UNIFORMITY, AND HEAD -TO -HEAD COVERAGE. 4. AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION MANAGEMENT PLAN IS REQUIRED AS DESCRIBED IN SECTION 6.7 THROUGH 6.9 OF THE STANDARDS. ENSURE THE FOLLOWING: 1. TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION UNIFORMITY OF 0.65 OF HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 2. POP -UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6". WATER EFFICIENT LANDSCAPING STANDARDS AND ORDINANCE WATER EFFICIENT LANDSCAPE WORKSHEET -- WATER BUDGET ANALYSIS Note. Project Applicant must complete this worksheet as it is a required element of the Landscape & Irrigation Documentation Package. SECTION A. GALLONS OF WATER NEEDED BY PLANT CATEGORY AND IRRIGATION TYPE: The specific irrigation water needs of each hydrozone in the design should be determined using the following formula and factors: Irrigation Water Budget = [(ETo x Plant Factor) - Re] x Irrigated Area + Irrigation Efficiency x 0.623 Where: ETo = Reference Evapotranspiration = 27.4 inebes/season (May through September) Re = Effective Precipitation = 6.8 inches/season (May through September) Irrigated Area = Hydrozone Area in Square Feet Water Use Category Plant Factor Irrigation Method Default Efficiency 0 0 Cool Season Turf 0.90 Overhead 75% High 0.80 Drip 90% Medium 0.65 Low 0.40 Very Low 0.25 SECTION B. HYDROZONE INFORMATION TABLE AND WATER BUDGET CALCULATION: Complete the hydrozone table for each hydrozone. Use as many rows as necessary to provide the square footage of landscape area per hydrozone. Reference ET 27.4 inches/year 17.1 gallons/square foot Effective Precipitation 6,g inches/year 4.2 gallons/square foot Hydrozone Plant Water Use Type(s) Plant Factor Irrigation Method Irrigation Efficiency Hydrozone Area Plant Water Need (Sq. Ft.) (gal/season) Example L 0.40 Drip 0.90 2000 5759 Zone 1 Low 0.40 Drip 90% 7015 20,201 Zone 2 Medium 0.65 Drip 90% 5400 41,155 Zone 3 Cool Season Turf 0.90 Overhead 75% 2600 38,573 Zone 4 Low 0.40 Drip 90% 9635 27,745 Spa - 1.00 - 100% - Zone 6 - 1.00 - 100% 0 - Zone 7 - 1.00 - 100% 0 Zone - 1.00 - 100% 0 - Zone 9 - 1.00 - 100% 0 - Zone SO - 1.00 - 100% 0 - TOTAL 24650 127,574 AVERAGE IRRIGATION WATER NEED - ALL ZONES• - In gallons/sq. ft./season 5.2 * The average must be less than the Maximum Applied Water Budget of 7.5 gallons/sq.ft./season. Total area of irrigated public right-of-way: 3187 Sq. Ft. (Zone 1) Total area of non -irrigated landscape: _ Sq. Ft. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN E NAME EDWARD W PRICE 07/05/2018 DATE ,,04 HNVES INC WATER PLANNING & DESIGN 323 W Drake Road, Suite 204 Fort Collins. Colorado 80525 9 7 0. 2 B 2. 1 8 0 0 W U z W 0 co m W CE SV zF_ 0 w� O 0 U� �z� r r co 0-10 rn r Cl) 00 r VJ O O 0 J a� W oa a0 0- En a 5QW 5rjO Q Designed: JF Drafted: MR, JF Reviewed: MR Date Issued: 07.05.201 B Revision Tide Oats I Permit Resubmittal 04.05.2018 2 Permit Resubmittel 07.05.201E 3 Permit Resubmival 07,18.2018 4 5 a 7 Sheet Tide: IRRIGATION LEGEND & NOTES Sheet Number. IR 1.0 30 PSI F 0.50 14A1 1" LST RST SST A LM O YB A C RGK 30 PSI 30 PSI 30 PSI 30 PSI 30 PSI 30 PSI 40 PSI 30 PSI 30 PSI 30 PSI 30 PSI RO A R I N G F O R K R O A D 10' U T I L I T Y E A S E M E N T PR O P E R T Y L I N E N.3rd STREET 25' S E T B A C K 30 PSI 1" A38.80 0.44 1" A46.20 0.44 1" A512.0 0.56 1" A68.70 0.44 1" A76.20 0.15 1" A88.70 0.44 1" A94.00 0.44 1" A1011.5 1.83 1" A112.70 0.44 1" A25.50 0.10 A F 2 1" A1211.5 1.84 1 B B K L K K K K M C M M MO K K O R1" A14.33 0.44 LST RST LOW WATER USE LOW WATER USE LOW WATER USE LOW WATER USE LOW WATER USE MED WATER USE VH WATER USE VH WATER USE W A T E R P L A N N I N G & D E S I G N 3 2 3 W D r a k e R o a d , S u i t e 2 0 4 F o r t C o l l i n s , C o l o r a d o 8 0 5 2 5 9 7 0 .2 8 2 .1 8 0 0 Date Issued: Sheet Title: Sheet Number: Revision Title Date Designed: Drafted: Reviewed:Location:Project:Client:Client Address:IR 2.0 IRRIGATIONASPEN, CO 81611MOSS COOK RESIDENCEBLUE GREEN300 SOUTH SPRING COURTASPEN, CO 816111 Permit Resubmittal 04.05.2018 2 3 4 5 6 7 Permit Resubmittal 07.05.2018 Permit Resubmittal 07.18.2018 PLAN 07.05.2018 MR MR, JF JF N O R T H 20'10'5'0' SCALE: 1"=10' TYPICAL TRENCHING DETAIL TYPICAL SLEEVING DETAIL BACKFLOW PREVENTION UNIT ASSEMBLY IN MECHANICAL ROOM 2 4 5 6 7 12 ISOLATION GATE VALVE ASSEMBLY QUICK COUPLING VALVE ASSEMBLY REMOTE CONTROL TURF VALVE ASSEMBLY REMOTE CONTROL DRIP VALVE ASSEMBLY 6-INCH POP UP MP-ROTATOR ASSEMBLY116-INCH POP UP SPRAY SPRINKLER ASSEMBLY MASTER VALVE ASSEMBLY 3 FLOW SENSOR ASSEMBLY 8 9 10 TYPICAL VALVE BOX INSTALLATION RCV A1 RCV A2 RCV A3 QC 1 W A T E R P L A N N I N G & D E S I G N 3 2 3 W D r a k e R o a d , S u i t e 2 0 4 F o r t C o l l i n s , C o l o r a d o 8 0 5 2 5 9 7 0 .2 8 2 .1 8 0 0 Date Issued: Sheet Title: Sheet Number: Revision Title Date Designed: Drafted: Reviewed:Location:Project:Client:Client Address:IR 3.0 IRRIGATIONASPEN, CO 81611MOSS COOK RESIDENCEBLUE GREEN300 SOUTH SPRING COURTASPEN, CO 816111 Permit Resubmittal 04.05.2018 2 3 4 5 6 7 Permit Resubmittal 07.05.2018 Permit Resubmittal 07.18.2018 DETAILS 07.05.2018 MR MR, JF JF MULTI-OUTLET DRIP EMITTER ASSEMBLY FOR TREES IN BEDS INLINE DRIP ASSEMBLY FOR LIVE JOINTS19 2221SUBSURFACE DRIP ASSEMBLY IN SHRUB BEDS 13 15 1614DRIP FLUSH CAP ASSEMBLY SINGLE OUTLET DRIP EMITTER ASSEMBLY WALL MOUNT CONTROLLER ASSEMBLY 17 PLAN VIEWPROFILE VIEW TYPICAL IRRIGATION CONTROLLER GROUNDING ROD OR PLATE INSTALLATION 18 INLINE DRIP RING SPIRAL ASSEMBLY FOR EXISTING TREES 20 INLINE DRIP TREE RING FOR TREES IN SHRUB BED LF PVC TECHLINE CONNECTION W A T E R P L A N N I N G & D E S I G N 3 2 3 W D r a k e R o a d , S u i t e 2 0 4 F o r t C o l l i n s , C o l o r a d o 8 0 5 2 5 9 7 0 .2 8 2 .1 8 0 0 Date Issued: Sheet Title: Sheet Number: Revision Title Date Designed: Drafted: Reviewed:Location:Project:Client:Client Address:IR 3.1 IRRIGATIONASPEN, CO 81611MOSS COOK RESIDENCEBLUE GREEN300 SOUTH SPRING COURTASPEN, CO 816111 Permit Resubmittal 04.05.2018 2 3 4 5 6 7 Permit Resubmittal 07.05.2018 Permit Resubmittal 07.18.2018 DETAILS 07.05.2018 MR MR, JF MR