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HomeMy WebLinkAboutFile Documents.395 Thunderbowl Ln.0255.2018 (43).ARBKlandscape architectarchitect woody creek engineering josh rice 520 east hyman ave. suite 201 aspen, colorado 81611 t 970 309 7130 civil engineer bluegreen sheri sanzone 300 south spring st. suite 202 aspen, colorado 81611 t 970 429 7499 f 970 429 9499 security design lighting designer sheet index landscape drawings context map construction docs thunderbowl 395 thunderbowl lane Aspen pr i c i n g s e t 1 2 / 1 5 / 1 7 david johnston architects david johnston 119 south spring st. suite 203 aspen, colorado 81611 t 970 925 3444 f 970 920 2186 control risks chris lay cottons centre cottons lane london SE1 2QG t +44 20 7940 1955 robert singer & associates robert singer 655 east valley rd carbondale, colorado 81623 t 970 963 5692 general contractor structural associates shane evans 4185 co rd 154 glenwood springs, colorado 81601 t 970 945 0147 north L000 cover 12/15/2017 pricing set 07/20/2018 change order 1 L000 L100 L200 L300 L401 L402 L001 cover layout plan conceptual grading plan planting plan greenroof planting plan notes materials plan L002 notes L400 planting schedule bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen L800 L801 L802 hardscape details hardscape details hardscape details L803 L804 hardscape details planting details ch a n g e o r d e r 1 0 7 / 2 0 / 1 8 1 10/03/2018 L001 notes 12/15/2017 pricing set 07/20/2018 change order 1 SCOPE OF WORK CONTROL OF WORK LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC EARTHWORK EROSION AND DUST CONTROL LAYOUT AND CONTROL OF MATERIALS 1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK BY THE SUBCONTRACTORS. 2.WATERPROOFING OF SUBGRADE AND OTHER ARCHITECTURAL SPACES BELOW AND/OR ADJACENT TO IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT IS TO BE ADEQUATELY DESIGNED AND DETAILED 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 AND LOCATED ABOVE, BELOW AND/OR ADJACENT TO SUBGRADE AND OTHER ARCHITECTURAL SPACES IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER. THE STRUCTURAL DESIGN SHOULD BE ADEQUATELY DESIGNED TO SUPPORT ALL POSSIBLE LOADS INCLUDING, BUT NOT LIMITED TO: BACKFILL, COMPACTION, PLANTINGS, HARDSCAPE, RETAINING AND FREESTANDING SITE WALLS AND CONSTRUCTION MATERIALS/EQUIPMENT/ACTIVITY. 4.THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DOCUMENTED WORK FOR WHICH CONSTRUCTION SERVICES WERE NOT PERFORMED BY THE LANDSCAPE ARCHITECT. 1.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR OF DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING ANY WORK. 2.ALL WORK SHALL CONFORM TO THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE LANDSCAPE DRAWING SET. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS AND ELECTRICAL LINES. 3.'CONTRACT DOCUMENTS' INCLUDE THE LANDSCAPE DRAWING SET, LANDSCAPE TECHNICAL SPECIFICATIONS MANUAL AND LANDSCAPE LASIS. 4.THE LANDSCAPE ARCHITECT HAS PROVIDED DESIGN INTENT BUT DOES NOT DEFINE THE APPROPRIATE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES UTILIZED OR SAFETY PRECAUTIONS. THE LANDSCAPE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5.THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF ANY DISCREPANCIES, GRAPHICALLY SHOWN 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 ARCHITECT REGARDING ANY UNCLEAR NOTATION OR DISCREPANCY PRIOR TO COMMENCING WORK. 7.PROVIDE SLEEVES AS REQUIRED FOR DRAINAGE, IRRIGATION AND ELECTRICAL LINES. IRRIGATION AND ELECTRICAL SLEEVES AND SUBSURFACE DRAINAGE SYSTEMS SHALL BE CONSTRUCTED PRIOR TO PAVING AND LANDSCAPE WORK. UTILITY SLEEVES ARE REQUIRED IN ALL PLANT BEDS ISOLATED BY PAVEMENT OR ANY OTHER STRUCTURES. 8.SPECIAL CONSIDERATION IS GIVEN TO THE DESIGN AND INTENDED RELATIONSHIP BETWEEN ARCHITECTURE, 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 LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 9.CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT OF ANY CONFLICTS IN GEOTECHNICAL REPORT RECOMMENDATIONS AND LANDSCAPE DRAWINGS OR OTHER CONSULTANT DRAWINGS. 10.THE CONTRACTOR SHALL VERIFY THE PLACEMENT OF FLATWORK PENETRATIONS TO ENSURE COORDINATION OF SURFACE FIXTURES, SUCH AS DRAINS AND LIGHTS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION OF FLATWORK. 11.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS TO VERIFY FINISHED FLOOR ELEVATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION. 12.THE CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS TO VERIFY DRAIN LOCATIONS OVER STRUCTURE. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION. 13.THE CONTRACTOR SHALL REFER TO THE CIVIL ENGINEERING DRAWINGS TO VERIFY UTILITY AND OTHER DRAIN LOCATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION. 14.THE GENERAL CONTRACTOR IS TO KEEP ALL ITEMS DESIGNED BY THE LANDSCAPE ARCHITECT FOR IMPLEMENTATION IN PROPER WORKING ORDER THROUGHOUT THE DURATION OF THE PROJECT. 1.THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL CONTRACTORS MUST COMPLY WITH PERMIT REQUIREMENTS, LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES RULES AND REGULATIONS AND LAND USE APPROVAL CONDITIONS AT ALL TIMES. 2.WORK PERFORMED WITHOUT APPROVAL OF LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES AND/OR NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS IS SUBJECT TO REMOVAL AT THE CONTRACTOR'S EXPENSE. 3.ALL CONSTRUCTION AND MATERIALS NOT SPECIFICALLY ADDRESSED IN THE CONTRACT DOCUMENTS SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES STANDARDS. 4.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ANY SUCH IMPROVEMENTS AND STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. 5.ALL BARRICADING AND TEMPORARY TRAFFIC CONTROL DEVICES OR METHODS USED DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES STANDARDS. PROVIDE ADEQUATE TIME FOR REVIEW AND APPROVAL BY THE ABOVE JURISDICTIONS PRIOR TO COMMENCEMENT OF WORK. 1.THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES. 2.LIMITS OF DISTURBANCE SHOWN ON PLANS AND CROSS-SECTIONS SHALL BE CLEARLY MARKED AND DESIGNATED ON-SITE PRIOR TO ANY EARTHWORK. 3.THE PROJECT LIMIT OF CONSTRUCTION AND ALL EXISTING VEGETATION TO REMAIN IS TO BE CLEARLY DEFINED 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 BEAR TO PRE-CONSTRUCTION GRADE. 5.EXISTING TREES & VEGETATION TO BE PRESERVED SHALL BE PROTECTED WITH STURDY, WEATHERPROOF FENCING AT A MINIMUM FOUR (4) FOOT HEIGHT INSTALLED NO CLOSER TO THE TREE TRUNK THAN ITS DRIPLINE. THIS FENCE SHALL BE MAINTAINED IN WORKING ORDER DURING ALL PHASES OF CONSTRUCTION. MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH. 6.NO WORK SHALL BE CONDUCTED WITHIN THE DRIPLINE, UNLESS REVIEWED AND APPROVED BY THE LANDSCAPE 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 OR MANUFACTURED TOPSOIL. A WRITTEN ANALYSIS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. THIS REPORT MUST STATE PERCENTAGES OF ORGANIC MATTER; GRADATION OF SAND, SILT, AND CLAY CONTENT; CATION EXCHANGE CAPACITY; NATURE OF DELETERIOUS MATERIAL; PH; AND MINERAL AND PLANT NUTRIENT CONTENT OF THE SOIL. 8.IMPORTED TOPSOIL IS TO BE OBTAINED FROM NATURALLY WELL-DRAINED CONSTRUCTION OR MINING SITES 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 CONTRACTOR SHALL DIRECT ROUGH GRADE WORK TO ALLOW FOR SUFFICIENT TOPSOIL AND OTHER FINISHED CONDITIONS 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 FLOW LINES 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 BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING 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 WEATHER CONDITIONS. 18.THE CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FOR REUSE ON-SITE. SOIL SHALL BE SCREENED TO 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 DURING CONSTRUCTION. 22.THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS, FINISH FLOOR ELEVATIONS AND PROPOSED SPOT ELEVATIONS WITH THE LANDSCAPE ARCHITECT PRIOR TO FORMWORK INSTALLATION. STORAGE AND DISPOSAL 1.VEHICLES, EQUIPMENT, AND/OR MATERIALS SHALL NOT BE PARKED OR STORED IN AREAS OF EXISTING VEGETATION, INCLUDING WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN. 2.LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST WIND, 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 PROPERLY REUSED, RECYCLED, DISPOSED OF LEGALLY OFF-SITE OR IN DESIGNATED WASH-OUT AREAS DETERMINED BY 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 BE MAINTAINED. ALL BINS TO BE WILDLIFE-PROOF. 5.ON-SITE FUEL STORAGE FOR CONSTRUCTION EQUIPMENT IS DISCOURAGED. CONSTRUCTION EQUIPMENT USED ON SITE TO BE CHECKED REGULARLY TO ASSURE CONTAMINATION CONCERNS FROM OILS AND GREASES ARE ELIMINATED. NO TOXIC MATERIALS SHALL BE STORED ON-SITE. 1.LAY OUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE LANDSCAPE ARCHITECT IS TO REVIEW AND APPROVE ALL LAYOUTS CONTAINED IN THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION. 2.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DIMENSIONS FROM REDUCED DRAWINGS. 3.DIMENSIONS REFERRED TO AS "EQUAL" INDICATE SPACING WHICH IS EQUIDISTANT MEASURED TO THE CENTERLINES. 4.MEASUREMENTS ARE TO THE FINISHED FACE OF BUILDINGS, WALLS OR OTHER FIXED SITE IMPROVEMENTS. DIMENSIONS TO CENTERLINES ARE IDENTIFIED AS SUCH. 5.INSTALL INTERSECTING ELEMENTS AT 90-DEGREE ANGLES, UNLESS OTHERWISE INDICATED. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS INDICATED IN THE CONTRACT DOCUMENTS. 6.THE CONTRACTOR SHALL PROVIDE A FULL-SCALE MOCKUP OF ALL PAVING SYSTEMS AND RECEIVE APPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE BEGINNING CONSTRUCTION. 7.EXPANSION JOINTS SHALL BE PROVIDED WHERE FLATWORK MEETS VERTICAL STRUCTURES, SUCH AS WALLS, CURBS, STEPS, AND OTHER HARDSCAPE ELEMENTS. EXPANSION JOINTS SHALL ALSO BE PROVIDED AT MATERIAL CHANGES. EXPANSION JOINT MATERIALS/METHODS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8.CONTROL JOINTS SHOULD BE SPACED NO GREATER THAN TEN (10) LINEAR FEET MAXIMUM, UNLESS OTHERWISE SPECIFIED. EXPANSION JOINTS SHOULD BE SPACED NO GREATER THAN FORTY (40) LINEAR FEET MAXIMUM, UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL ADVISE ON OTHER JOINTS AS NEEDED TO MINIMIZE CRACKING. THIS INFORMATION SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9.ALL STEPS SHALL HAVE FOURTEEN (14) INCH TREADS AND SIX (6) INCH RISERS, UNLESS OTHERWISE SPECIFIED. 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 STRUCTURES WITHOUT FIRST REVIEWING ARCHITECTURAL DRAWINGS. 12.SAMPLES OF SPECIFIED MATERIALS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PROCUREMENT. 1.THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES. 2.PRIOR TO BEGINNING ANY DISTURBANCE, THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL SESC MEASURES 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 A MANNER SUCH THAT SEDIMENT GENERATED BY WIND OR WATER IS NOT DISCHARGED INTO ANY STORM SEWER, DRAINAGE DITCH, RIVER, LAKE, AIR OR UNDERGROUND UTILITY SYSTEM. 6.WATER FROM TRENCHES AND OTHER EXCAVATION TO BE PUMPED INTO A FILTRATION BAG TO REMOVE SEDIMENTS FROM THE WATER. 7.NORTH AMERICAN GREEN SC-150 OR EQUIVALENT EROSION CONTROL FABRIC IS REQUIRED ON ALL DISTURBED 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 DURING CONSTRUCTION. 9.SOIL EROSION CONTROL MEASURES TO BE PROVIDED FOR ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS. 10.CONSTRUCTION STAGING AND PHASING SHALL OCCUR, WHERE APPLICABLE, TO MINIMIZE SOIL DISTURBANCE TIME, THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION. 11.BEST MANAGEMENT PRACTICES (BMPs) SHALL BE ADJUSTED AS NEEDED TO MEET ANY OTHER UNFORESEEN CONDITIONS. 12.THE GENERAL CONTRACTOR MUST INSTALL A MUD TRACKING PAD/WASHING PAD AT THE CONSTRUCTION ENTRANCES TO MINIMIZE MUD DETACHMENT FROM TRUCK TIRES. 1-1/2 INCH SCREENED ROCK TO BE PLACED ON MIRAFI 140-N FILTER FABRIC. ADDITIONAL CLEAN GRAVEL TO BE ADDED THROUGHOUT THE DURATION OF CONSTRUCTION AS NEEDED. 13.THE CONTRACTOR SHALL ABIDE BY CONSTRUCTION MANAGEMENT PLAN REQUIREMENTS SET FORTH BY LOCAL, STATE AND FEDERAL JURISDICTIONS AND OTHER GOVERNING BODIES/AGENCIES. 14.IF SITE WORK IS DELAYED DUE TO ANY CIRCUMSTANCE; THE CONTRACTOR SHALL PROTECT PREPARED PLANT BEDS FROM EROSION. bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen 1 10/03/2018 L002 notes 12/15/2017 pricing set 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen SEEDING/ FERTILIZER/ SODDING SOIL AMENDMENT CRITERIA AND PREPARATIONPLANTING AND TRANSPLANTING IRRIGATION 1.PLANT MATERIAL IS TO BE HEALTHY SPECIMENS FREE FROM DISEASE OR DAMAGE, AND IS TO BE MAINTAINED IN EXCELLENT CONDITION WHILE ON THE JOBSITE. THE LANDSCAPE ARCHITECT SHALL INSPECT PLANT MATERIAL UPON ARRIVAL TO JOBSITE AND WILL REJECT PLANT MATERIAL THAT DOES NOT MEET 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 UNTIL PLANTED. 4.THE LANDSCAPE ARCHITECT WILL PERIODICALLY INSPECT PLANT MATERIAL STOCKPILED AND/OR PLANTED ON SITE DURING THE COURSE OF CONSTRUCTION. PLANT MATERIAL NOT MEETING THE STANDARDS CONTAINED 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 OTHERWISE INDICATED. 6.THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF DISCREPANCIES, GRAPHICALLY SHOWN QUANTITIES SHALL TAKE PRECEDENCE. 7.ALL MATERIALS USED SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARDS 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 THE CONTRACT DOCUMENTS. ANY NECESSARY STAKING AND/OR OTHER SUPPORTS MATERIALS/METHODS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11.THE CONTRACTOR SHALL PRUNE EXISTING AND/OR NEW TREES ONLY PER LANDSCAPE ARCHITECT DIRECTION. 12.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL TREES AND B&B SHRUBS FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. 13.ALL ROOT-WRAPPING MATERIALS THAT ARE NOT BIO-DEGRADABLE SHALL BE REMOVED FROM THE ROOT BALL. 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 UNLESS SPECIFIED OTHERWISE. 16.ALL VEGETATION PROPOSED FOR INSTALLATION OUTSIDE THE BUILDING ENVELOPE TO BE NATIVE UNLESS OTHERWISE NOTED. PLANTING PROPOSED TO OCCUR OUTSIDE THE BUILDING ENVELOPE IS FOR RESTORATION 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 UNLESS OTHERWISE NOTED. 1.TOPSOIL OF GRASSES (INCLUDING TURF), SHRUBS, PERENNIALS, AND ANNUALS SHALL BE A SANDY LOAM TO A DEPTH OF AT LEAST 6 INCHES (6") CONTAINING AT LEAST 5 PERCENT (5%) ORGANIC MATTER BY VOLUME. TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL (FREE OF WEEDS AND ROCKS). 2.TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3'). BOTH TOPSOIL AND SUBSOIL LAYERS SHALL BE SANDY LOAM. THE TOP SOIL SHALL BE AT LEAST 6 INCHES (6") AND HAVE 5 PERCENT (5%) ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT (1 - 3%) ORGANIC MATTER BY WEIGHT. 3.A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE‐THOUSAND SQUARE 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 DEBRIS 0.5 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 AS CONCRETE, BRICK, GLASS, METAL, WOOD OR PLASTIC GREATER THAN ONE INCH (1") SHALL NOT BE ALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH (1") SHALL NOT EXCEED 5 PERCENT (5%). 8.SITE SHALL BE FREE OF DIRT CLODS OVER THREE‐QUARTER INCH (3/4") DIAMETER IN SIZE. DRYLAND SEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH (2") DIAMETER IN SIZE. 9.STOCKPILING - STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED DURING 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 THAT IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANT. 1.ALL NEWLY REGRADED OR OTHERWISE DISTURBED SLOPES ARE TO BE REVEGETATED. 2.SEED MIXTURES AND FERTILIZER SHALL BE APPLIED PER THE REQUIREMENTS OF THE GOVERNING JURISDICTIONS, UNLESS OTHERWISE NOTED. 3.ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE CITY, COUNTY OR STATE NOXIOUS WEED LISTS. SEED MIX SUPPLY SHALL HAVE THE CERTIFIED SEED (BLUE TAG) OR SOURCE IDENTIFIED SEED (YELLOW TAG) ATTACHED. ONLY SEED WITH A COMPLETE ANALYSIS LABEL ON THE BAG AND A CURRENT GERMINATION TEST CONDUCTED BY AN ACCREDITED LABORATORY WILL BE ACCEPTED. 4.SEEDING SHALL OCCUR IN THE EARLY SPRING AND LATE FALL. SEEDING SHALL NOT BE PERFORMED WHEN THE GROUND IS FROZEN. FOR WARM SEASON SPECIES, SEEDING IN LATE SPRING OR EARLY SUMMER IS MORE LIKELY TO ACCOMPANY TEMPERATURES WARM ENOUGH TO SUPPORT GERMINATION. SEED THE SITE AS SOON AS FINAL GRADING AND TOPSOIL PLACEMENT HAVE OCCURRED TO MINIMIZE EROSION AND WEED ESTABLISHMENT ON THE PROJECT. DURING PERIODS OF TIME WHEN SEEDING CANNOT BE ACCOMPLISHED, SOILS SHALL NOT REMAIN UNPROTECTED. 5.UNLESS OTHERWISE NOTED, HAND BROADCAST OF SEED SHALL BE USED ON ALL SLOPES, INCLUDING THOSE THAT ARE STEEP (GREATER THAN 33%), EXTREMELY ROCKY, REMOTE OR INACCESSIBLE. SEED RATE WILL VARY PER SEED MIXTURE SPECIFIED. BROADCAST SEEDING REQUIRES DOUBLE OR TRIPLE THE SEEDING RATE OF DRILL SEEDING, AND CALIBRATION OF SEEDING RATES IS LESS PRECISE THAN WITH DRILL SEEDING. SOILS TO BE RAKED OR HARROWED TO ELIMINATE CRUSTING BEFORE ACCEPTING BROADCAST SEED. CARE SHALL BE TAKEN TO ENSURE UNIFORM COVERAGE (EVEN SEED APPLICATION RATES) OVER THE AREA. SEEDING SHALL NOT OCCUR DURING WINDY WEATHER. 6.HAND RAKE SEED INTO TOPSOIL NO MORE THAN 3/4 INCH DEEP TO COVER. SOIL / SEED CONTACT IS CRITICAL FOR GROWTH. 7.DRILL SEEDING, WHEN INDICATED IN THE CONTRACT DOCUMENTS, MAY OCCUR ON SLOPES OF 33% OR FLATTER BUT NOT IN AREAS OF EXTREMELY ROCKY SOILS. SEED TO A DEPTH OF 1/4 TO 1/2 INCH. DRILL TUBE SPACING SHOULD BE SIX (6) TO SEVEN (7) INCHES. SEEDING SHOULD BE CONDUCTED ALONG THE CONTOUR OF THE SLOPE TO AVOID EROSION FROM WATER FLOWING DOWN DRILL FURROWS. SEEDING RATE INDICATED IN THE DRAWINGS IS CONSIDERED A MINIMUM RATE. 8.HYDROSEEDING, WHEN INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SPRAYED ON A ROUGHENED SLOPE USING A HYDROSEEDING MACHINE AND SHALL BE USED TO REACH AREAS THAT ARE INACCESSIBLE BY BROADCAST METHODS. USE SHALL BE LIMITED TO STEEP (GREATER THAN 33%), INACCESSIBLE SLOPES IN AREAS WITH ADEQUATE AND DEPENDABLE MOISTURE DURING THE GROWING SEASON. HYDROMULCHING MUST OCCUR AS A SEPARATE PROCESS AFTER HYDROSEEDING. DO NOT MIX SEED AND MULCH TOGETHER IN ONE WATER APPLICATION PROCESS AS THIS WILL PREVENT SEEDS FROM COMING INTO CONTACT WITH THE SOIL. 9.SEEDED AREAS SHALL BE MAINTAINED FREE OF WEEDS TO ALLOW THE DESIRED VEGETATION TO THRIVE WITHOUT THE CROWDING TENDENCIES OF AGGRESSIVE WEEDS. 10.ALL PLANT MATERIAL SHOULD RECEIVE AN ORGANIC FERTILIZER IN LIMITED APPLICATION FOLLOWING INSTALLATION. TYPE AND APPLICATION RATE AND METHOD OF APPLICATION TO BE SPECIFIED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT. 11.EXCESS FERTILIZER SHALL BE DISPOSED OF PROPERLY OFF-SITE. IT SHALL NOT BE DISPOSED OF IN STORM DRAINS AND/OR DRYWELLS. 1.REFERENCE IRRIGATION SHEETS IR100 - IR103 FOR IRRIGATION PLAN AND DETAILS. SUPPLEMENTAL INFORMATION 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 SEASONS MINIMUM. 4.ALL PERENNIAL BEDS TO RECEIVE SPRAY-TYPE IRRIGATION. 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 FOR IRRIGATION EQUIPMENT WITH THE MECHANICAL CONTRACTORS. 10.INSTALL MAIN LINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OF THE MAIN SYSTEM. 11.INSTALL 3/4 INCH POLYETHYLENE LATERAL LINES TO SLOPE AT 1% MINIMUM TO AUTOMATIC DRAIN VALVES 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 WITH MATERIAL FREE OF ROCKS GREATER THAN 3/4 INCH IN DIAMETER. 13.INSTALL BACKFLOW PREVENTER(S) IN COORDINATION WITH THE GENERAL CONTRACTOR. BACKFLOW PREVENTERS SHALL BE INSTALLED PLUMB AND SQUARE WITH ADJACENT PAVEMENT EDGES OR STRUCTURES. COLOR, BLACK. 14.CONTROL VALVE BOX AND HEAD BOX LOCATIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. COLOR, BLACK. 15.THE FINAL LOCATION AND EXACT POSITIONING OF THE CONTROL STATION SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE OR GENERAL CONTRACTOR PRIOR TO INSTALLATION. 16.VALVE BOXES SHALL BE INSTALLED FLUSH WITH FINISH GRADE. ALIGN VALVE BOXES WITH ADJACENT PAVEMENT EDGES OR STRUCTURES. VALVE BOXES TO BE PLACED A MINIMUM OF 12 INCHES FROM AND PARALLEL TO CURBS AND WALKS. GROUPED VALVES TO BE EQUALLY SPACED AND PARALLEL. CONCEAL ALL BOXES IN PLANTING BEDS WHERE POSSIBLE AND COVER WITH MULCH. VALVE BOXES SHALL BE INTEGRAL PLASTIC WITH BOLT DOWN LID; COLOR, BLACK. 17.CONTRACTOR TO MAINTAIN A SET OF "AS-BUILT" DRAWINGS THROUGHOUT THE COURSE OF CONSTRUCTION AND DELIVER THESE DRAWINGS TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT UPON COMPLETION OF WORK. 18.EXCAVATIONS TO BE BACKFILLED TO PROCTOR DRY DENSITY, MINIMUM. THE CONTRACTOR SHALL REPAIR SETTLED TRENCHES FOR ONE YEAR AFTER COMPLETION OF WORK. THE CONTRACTOR SHALL WARRANT THAT THE SYSTEM WILL REMAIN FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF WORK. 19.EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES AND IN EXISTING TREE ROOT ZONES. THE CONTRACTOR MUST VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. DAMAGE CAUSED BY OR DURING THE PERFORMANCE OF WORK IS TO BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUST SPRINKLER LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS, TRANSFORMERS, ETC). 20.FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE 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 BURSTING PRIOR TO FREEZING TEMPERATURES. 22.PROVIDE CONDUIT/SLEEVES AS REQUIRED FOR IRRIGATION LINES THROUGH PAVEMENT AND OTHER HARDSCAPE ELEMENTS. COORDINATE INSTALLATION OF WORK TO ENSURE ALL ISOLATED PLANTING AREAS RECEIVE ACCESS TO THE IRRIGATION SYSTEM. MULCHING 1.MULCH OR PLANTING BED DRESSING SHALL BE PLACED IN ALL PLANTING AREAS AS SPECIFIED. MULCH OR PLANTING BED DRESSING SHALL NOT BE PLACED WITHIN SIX (6) INCHES OF TREE TRUNKS. MULCHING SHOULD BE REPEATED ANNUALLY DURING THE AUTUMN TO A THREE (3) INCH DEPTH. 2.THE SITE MUST BE MULCHED WITH WEED-FREE MULCH (HAY OR HYDROMULCH) AFTER SEEDING. 3.HYDROMULCH MUST BE APPLIED SEPARATELY FOLLOWING SEED APPLICATION. DO NOT OVERSPRAY AS THIS MAY RESULT IN EROSION. AN ORGANIC TACKIFIER SHALL BE ADDED TO THE SLURRY TO ENHANCE THE DURABILITY OF THE APPLIED MULCH COVER. APPLY AT A RATE OF 3,000 LBS PER ACRE (3360 KG/HA). ADD AN 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 STEEP SLOPES. ON FLAT SURFACES A MODIFIED DISC PLOW MAY BE UTILIZED TO DRIVE THE HAY STEMS INTO THE SOIL TO REDUCE SURFACE WIND SPEEDS AND SOIL DESICCATION. APPLY AT THE RATE OF 3,000 TO 4,000 LBS PER ACRE (3360-4480 KG/HA). ADD AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE TO PREVENT EROSION. 5.FINE GRADE MULCH WITH INTEGRATED SOIL CONDITIONER SHALL BE USED IN AREAS PROXIMATE TO ARCHITECTURAL STRUCTURES TO RETURN NUTRIENTS TO THE SOIL, REDUCE MAINTENANCE AND MINIMIZE EVAPORATION. MINI-NUGGET TYPE DECORATIVE BARK MULCH MAY BE USED IN CONJUNCTION WITH SOIL CONDITIONER WHEN SPECIFIED IN THE CONTRACT DOCUMENTS. MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OPPOSITE POINT OF BEGINNING POINT OF CURVATURE PEDESTRIAN PERFORATED PROPERTY LINE POLYVINYL CHLORIDE PAVEMENT QUANTITY RADIUS REFERENCE REVISION, REVISED RIGHT OF WAY SQUARE FOOT (FEET) SIMILAR SPECIFICATIONS SQUARE STATION STANDARD TO BE DECIDED TOP OF CURB THICK TOPOGRAPHY TOP OF PAVEMENT/PAVER TOP OF RAMP TOP OF STEP TOP OF WALL TYPICAL VARIES VEHICULAR VERIFY IN FIELD WIDTH WITH WITHOUT WEIGHT YARD (YARDS) MAX MIN MISC NIC NOM NTS OC OPP POB POC PED PERF PL PVC PVMT QTY R RE REV ROW SF SIM SPECS SQ STA STD TBD TC THK TOPO TP TR TS TW TYP VAR VEH VIF W W/ W/O WT YD ARCHITECTURE AVERAGE BALLED AND BURLAPPED BOTTOM OF CURB BOTTOM OF WALL CALIPER CUBIC FOOT (FEET) CAST IN PLACE CONTROL JOINT CENTERLINE CONCRETE CONTINUOUS CUBIC DEGREE DEMOLISH, DEMOLITION DIAMETER DETAIL DRAWING EACH EXPANSION JOINT ELEVATION ENGINEER EQUAL EQUIPMENT EXISTING EXPOSED FINISH FLOOR ELEVATION FINISHED GRADE FINISH FLOW LINE FOOT (FEET) GAUGE GENERAL CONTRACTOR HIGH DENSITY POLYETHYLENE HORIZONTAL HIGH POINT HEIGHT INCH (INCHES) IRRIGATION JOINT LENGTH LOW POINT LIGHT ARCH AVG B&B BC BW CAL CF CIP CJ CL CONC CONT CU DEG DEMO DIA DTL DWG EA EJ EL ENG EQ EQUIP EXIST EXP FFE FG FIN FL FT GA GC HDPE HORIZ HP HT (H) IN IRR JT L LP LT SITEWORK ABBREVIATIONS DESCRIPTION/ DETAIL SPECIFICATION DECOMPOSED GRANITE SITE WALL CONCRETE BACK PATIO CONCRETE DRIVEWAY CONCRETE MASTER FINISH SCHEDULE TBD TBD TBD TBD reference documents site survey (pdf and AutoCAD files) land use approvals geotechnical report architectural drawings (pdf and AutoCAD files) re c e i v e d hoa documents and design guidelines no t r e c e i v e d 1 10/03/2018 Include all the language of WELS Section 5.3 (4.2 in newer version) regarding 4" mulch spec BU I L D I N G E N V E L O P E 5' A C T I V I T Y E N V E L O P E 5' ACTIVITY ENVELOPE TH U N D E R B O W L L A N E 10' UTILITY EASEMENT BU I L D I N G E N V E L O P E 10 ' P R I V A T E S K I & S E W E R E A S E M E N T 10 ' U T I L I T Y E A S E M E N T 1. SITE WALL WIDTH 8" UNLESS OTHERWISE NOTED; CONFIRM WITH STRUCTURAL. 2. REFER TO CIVIL FOR ALL FINAL GRADING, DRAINAGE AND UTILITIES. NOTES EXPANSION JOINT SAW CUT JOINT LEGEND PROPERTY LINE SNOWMELT EXTENTS; 3,665.6 SF EASEMENT 0 5 10 scale north L100 layout plan 12/15/2017 pricing set 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen SPA POOL 9' - 6 " 1 3 ' - 6 " 29' - 4 " 2 7 ' - 7 " 24' - 1 0 " 2 7 ' - 5 " 1 3 ' - 0 " 16' - 8 " 1 1 ' - 8 " 2 4 ' - 8 " 2 0 ' - 0 " 1 6 ' - 0 " 16' - 4 " 10' - 0 " 1 ' - 8 " 82° 2 9 ' - 1 1 " 4 ' - 9 " 7 ' - 8 " 8'- 4 " 3'-4 " 3 2 ' - 4 " 3 4 ' - 4 " 98 ° 1 7 ' - 7 " 2'-4 " 12' - 6 " 2 ' - 0 " 1 3 ' - 2 " 2'-0 " 6 ' - 0 " 4'-8 " 1 8 ' - 3 " 1 0 ' - 0 " 14' - 1 0 " 5'-8 " 1 4 ' - 1 1 " 7 ' - 0 " 79 ° 1'-9 " 2 ' - 6 " 17' - 0 " 1 6 ' - 4 " 4'-0 " 1 8 ' - 0 " 1 1 ' - 0 " 14' - 3 " 4 ' - 6 " 1 1 ' - 9 " 6 8 ' - 6 " 21' - 3 " 10' - 1 1 " 4 ' - 0 " 2 ' - 0 " T Y P . 19' - 4 " 2'-8 " 7'-0 " 2 7 ' - 1 " 1 3 ' - 0 " 4 ' - 0 " 1 0 " 2'-5 " 31' - 9 " 1 8 ' - 4 " 2 1 ' - 1 1 " 16' - 8 " R5'- 0 " R5 ' - 0 " 3 0 ' - 6 " 8 ' - 0 " 2 1 ' - 6 " 4 ' - 0 " 11' - 9 " 13' - 9 " 2 1 ' - 1 1 " 13' - 4 " 1'-0 " 8 8 ' - 7 " 1 6 ' - 1 0 " 29' - 1 1 " ARCHITECTURAL GRID INTERSECTION K1; RE ARCH PLANS FOR COMPLETE BUILDING LAYOUT GRID ARCHITECTURAL GRID INTERSECTION K10; RE ARCH PLANS FOR COMPLETE BUILDING LAYOUT GRID 12' - 3 " 8 ' - 0 " 5'-0 " 1 2 ' - 0 " 4 ' - 2 " 3'-7 " 3 2 ' - 8 " 4'-9 " 17' - 3 " 1'-4 " 1'-4 " 2'-8 " 1'-4 " TYP . 1'-4 " T Y P . 5 ' - 7 " 1 3 ' - 4 " ALI G N ALI G N 5 ' - 0 " 1 ' - 6 " 1 ' - 6 " 3'-0 " TYP . 4 ' - 0 " 1 1 ' - 0 " 5 ' - 0 " 10' - 8 " 6'-0 " 9" 9" 8'-0 " 1 1 10/03/2018 12/27/2018 2,165 sf 207 sf 161 sf See Mechanical Plans for snowmelt totals. BU I L D I N G E N V E L O P E 5' A C T I V I T Y E N V E L O P E 5' ACTIVITY ENVELOPE TH U N D E R B O W L L A N E 10' UTILITY EASEMENT BU I L D I N G E N V E L O P E 10 ' P R I V A T E S K I & S E W E R E A S E M E N T 10 ' U T I L I T Y E A S E M E N T EASEMENT PROPERTY LINE PLANT BED; RE L401 CONCRETE, EXPOSED AGGREGATE, FINISH AND COLOR TBD LEGEND NATIVE MEADOW; RE L401 DECOMPOSED GRANITE SITE WALL STONE SLAB STORMWATER FEATURE/ RAIN BARRELS 0 5 10 scale north L200 materials plan 12/15/2017 pricing set 02/23/2018 review 06/22/2018 HOA 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen RAIN GARDEN SPA POOL OUTDOOR SHOWER TILE GUEST PARKING SCREENING TRELLIS PAVING WITH PLANTED JOINTS RUNNEL WATER FEATURE WOOD BENCH RE 3/L800 PAVING WITH PLANTED JOINTS FIRE FEATURE RAIN BARRELS OUTDOOR GRILL AND COUNTER STONE SLAB RETAINING 1 L800 4 L800 1 L801 5 L802 TYP . 3 L803 L803 3 4 L803 4 L802 2 L800 5 L800 4 L803 RAISED PLANTER3 L800 3 L802 4 L803 RAISED PLANTER 3 L800 SIM. WOOD BENCH CONCRETE STEPS; FINISH TBD RAISED PLANTER3 L800 SIM. AT-GRADE PLANTER AT-GRADE PLANTER DECOMPOSED GRANITE PATH WITH STONE SLAB STEPS AND LANDSCAPE BOULDER EDGE 3 L802 3 L803 5 L802 2,3,4 L801 2 L800 PEDESTRIAN GATE RE 2/L803 DRIVEWAY PEDESTALS RE 1/L803 3" WOOD CHIPS/GRAVEL TOP DRESSING ON BIORETENTION MEDIA; RE CIVIL 3' x 3' x 4" STONE SLABS SET ON CONCRETE LOCAL GRAY GRANITE BOULDERS RE 2/L802 FOR QUANTITIES AND SIZES CONCRETE WALL FACE; FINISH TBD 2,3,4 L801 BOULDERS SIZED TO RETAIN GRADE; RE CIVIL LOCAL GRAY GRANITE STONE 6"-12" LOCAL GRAY GRANITE STONE STEPPER SLABS; 4'L x 1.5'W x 4" H SAND SET BOULDERS LANDSCAPE LOGS1 L802 STONE SLAB STEP ENTRY STONE PAVERS 1 1 10/03/2018 12/27/2018 PLANTING SCHEDULE FILL IN BARE SPOTS AT BEGINNING OF DRIVEWAY 18#5 PER PLAN166' B&B PER PLAN33#15 PER PLAN13#15 PER PLAN133" CAL. PER PLAN418' ARTEMISIA TRIDENTATAAtBIG SAGEBRUSH SPACING QUERCUS GAMBELIIQgGAMBEL OAK AMELANCHIER ALNIFOLIA 'REGENT' AaR REGENT SERVICEBERRY CsB RED-TWIG DOGWOOD SHRUBS POPULUS TREMULOIDESPtASPEN PONDEROSA PINE PINUS PONDEROSAPp TREES PER PLANPpC ABBR. 618'PICEA PUNGENSCOLORADO SPRUCE QUANTITYSIZEBOTANICAL NAMECOMMON NAMESYMBOL 41#15 PER PLAN42#5 PER PLAN24#15 PER PLAN27#15 GAMBEL OAKQg QUERCUS GAMBELII CLIMBING GOLDEN SHOWERS ROSE RcG ROSA CLIMBING 'GOLDEN SHOWERS' ANTELOPE BITTERBRUSHPt PURSHIA TRIDENTATA MOUNTAIN MAHOGANYCm CERCOCARPUS MONTANUS PER PLAN 29#5SERVICEBERRYAaAMELANCHIER ALNIFOLIA PER PLAN EVERGREEN SHRUBS 29#5 PER PLAN17#15 PER PLAN34#15 PER PLAN43#15 DWARF SCOTS PINEPsB PINUS SYLVESTRIS 'BEUVRONENSIS' SLOWMOUND MUGOPmS PINUS MUGO 'SLOWMOUND' WHITE BUD MUGOPt PINUS MUGO 'WHITE BUD' MINIATURE MUGO PINEPmM PINUS MUGO 'MOPS' PER PLAN 6#5COMMON JUNIPERJc JUNIPERUS COMMUNIS PER PLAN 10#15 PER PLAN23#5 SIBERIAN PEASHRUBQg CARAGANA ARBORESCENS YELLOW FLOWERING CURRANT RA RIBES AUREUM PER PLAN PER PLAN13" CAL.POPULUS TREMULOIDESPtMULTI-STEM ASPEN SHRUBS-FULL SUN CORNUS SERECIA 'BAILEYI' PLANTING SCHEDULE CONT. #1 GAL.12" OC 1,230 sf 6" OCF15 12" OC#1 GAL. 12" OC#1 GAL. 12" OCF15BLUE FORTUNE ANISE HYSSOP AGASTACHE 'BLUE FORTUNE' INDIAN PAINTBRUSH CASTILLEJA ANGUSTIFOLIA BLONDE AMBITION BLUE GRAMA BOUTELOUA GRACILIS ' BLONDE AMBITION' BLUE AVENA HELICTOTRICHON SEMPERVIRENS 6" OCROCKY MOUNTAIN COLUMBINE AQUILEGIA COERULEA 1250 sf ANEMONE MULTIFIDA 'MAJOR'WINDFLOWER #1 GAL.18" OCANEMONE X HYBRIDA 'HONORINE JOBERT'HONORINE JOBERT ANEMONE F15 KN KITCHEN NOOK PLANTING AREA SPACING AUTO COURT PLANTING AREAAC MASS PLANTING AREAS ABBR.QUANTITYSIZEBOTANICAL NAMECOMMON NAMESYMBOL #1 GAL.12" OC 1,275 sf BOUTELOUA GRACILIS ' BLONDE AMBITION'BLONDE AMBITION BLUE GRAMA #1 GAL.ALLIUM SPHAEROCEPHALON RAIN GARDEN PLANTING AREA DRUMSTICK ALLIUM NP 120 sf 6" OCALPINE COLUMBINE AQUILEGIA ALPINA F15 6" OC ST AJUGA 'CHOCOLATE CHIP'DWARF CARPET BUGLE 6" OC SHOWER TERRACE PLANTING AREA #1 GAL.12" OC 70 sf F15 #1 GAL.8" OCALLIUM 'MOUNT EVEREST'ORNAMENTAL ONION GT GRAND TERRACE PLANTING AREA 14,220 sfNMNATIVE MEADOW PLANTING AREA SEED MIX TUFTED HAIRGRASS DESCHAMPSIA CESPITOSA SMALL GLOBE THISTLE ECHINOPS RITRO INDIAN BLANKET GAILLARDIA PULCHELLA SILVERY LUPINE LUPINUS ARGENTEUS PINELEAF BEARDTONGUE PENSTEMON PINIFOLIUS LUMINOUS MEXICAN HAT RATIBIDA COLUMNIFERA AQUILEGIA CANADENSIS 'LITTLE LANTERNS'DWARF RED COLUMBINE AQUILEGIA CHRYSANTHAGOLDEN SPUR COLUMBINE AQUILEGIA ALPINAALPINE COLUMBINE AQUILEGIA COERULEAROCKY MOUNTAIN COLUMBINE ARCOSTAPHYLOS UVAURSIKINNIKINNICK DRYOPTERIS FILIX-MAS 'ROBUSTA'ROBUST MALE FERN BRUNNERA MACROPHYLLAFALSE FORGET-ME-NOT HEUCHERA SANGUINEA 'WHITE CLOUD'WHITE CORAL BELLS MERTENSIA CILIATACHIMING BELLS ACHILLEA MILLEFOLIUMCOMMON WHITE YARROW LIATRIS SPICATA 'FLORISTAN VIOLET'PURPLE GAYFEATHER LUPINUS ARGENTEUSSILVERY LUPINE MONARDA 'GARDENVIEW SCARLET'RED BEE-BALM ORIGANUM 'KENT BEAUTY'OREGANO PANICUM VIRGATUM 'SHENANDOAH'SWITCH GRASS DESCHAMPSIA CESPITOSATUFTED HAIRGRASS THALICTRUM ROCHEBRUNEANUMMEADOW RUE AQUILEGIA 'WHITE STAR'WHITE STAR COLUMBINE DRYOPTERIS FILIX-MAS 'ROBUSTA'ROBUST MALE FERN PARTHENOCISSUS QUINQUEFOLIAVIRGINIA CREEPER THYMUS PRAECOX 'ALBIFLORUS'WHITE CREEPING THYME ANEMONE MULTIFIDA 'MAJOR'WINDFLOWER AQUILEGIA X HYBRIDA 'WHITE STAR'WHITE STAR COLUMBINE DRYOPTERIS FILIX-MAS 'ROBUSTA'ROBUST MALE FERN 5% 10%FESTUCA LONGIFOLIAHARD FESCUE FESTUCA RUBRA COMMUTATACHEWINGS FESCUE FESTUCA RUBRA RUBRACREEPING RED FESCUE FESTUCA RUBRA LITORALISSLENDER CREEPING RED FESCUE FESTUCA OVINASHEEP FESCUE ACHILLEA MILLEFOLIUMCOMMON WHITE YARROW 20% 20% 5% 10% 12" OC#1 GAL. 18" OC#1 GAL. 12" OCF15 15" OC#1 GAL. 12" OC#1 GAL. 12" OCF15 F15 6" OC F15 6" OC F15 6" OC F15 6" OC #1 GAL.2' OC #1 GAL.12" OC #1 GAL.12" OC #1 GAL.12" OC F15 6" OC F15 18" OC F15 12" OC #1 GAL.15" OC F15 12" OC #1 GAL.18" OC #1 GAL.12" OC #1 GAL.12" OC #1 GAL.12" OC F15 6" OC #1 GAL.12" OC #1 GAL.12" OC F15 6" OC F15 6" OC #1 GAL.12" OC BRUNNERA MACROPHYLLAFALSE FORGET-ME-NOT #1 GAL.12" OC SALVIA X SYLVESTRIS 'MAY NIGHT'MAY NIGHT PURPLE SALVIA #1 GAL.12" OC 850 sfGRGREENROOF PLANTING AREA SEED MIX SHRUBS Jc JUNIPERUS CHINENSIS 'HOLBERT'HOLBERT JUNIPER Ji JUNIPERUS HORIZONTALIS ICEE BLUEICEE BLUE JUNIPER Cs CORNUS SERICEA ARCTIC FIREARCTIC FIRE DOGWOOD Pf POTENTILLA FRUTICOSA 'MANGO TANGO'MANGO TANGO POTENTILLA Rw ROSA WOODSII #5 GAL WOODS' ROSE #5 GAL #5 GAL #5 GAL #5 GAL 10 6 36 13 100 PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN THALIA DAFFODIL NARCISSUS TRIANDRUS THALIA 6" OC #1 GAL.18" OCANEMONE X HYBRIDA 'HONORINE JOBERT'HONORINE JOBERT ANEMONE #1 GAL.18" OCANEMONE X HYBRIDA 'HONORINE JOBERT'HONORINE JOBERT ANEMONE CASTILLEJA ANGUSTIFOLIAINDIAN PAINTBRUSH 10% LUPINUS ARGENTEUSSILVERY LUPINE 10% 5% 15%INDIAN PAINTBRUSH 10%FESTUCA LONGIFOLIAHARD FESCUE CHEWINGS FESCUE FESTUCA RUBRA RUBRA FESTUCA RUBRA COMMUTATA CREEPING RED FESCUE FESTUCA RUBRA LITORALIS FESTUCA OVINA SLENDER CREEPING RED FESCUE SHEEP FESCUE 15% 15% 5% CASTILLEJA ANGUSTIFOLIA ACHILLEA MILLEFOLIUMCOMMON WHITE YARROW 15% PHACELIA SERICEASILKY PHACELIA 15% BOUTELOUA GRACILISBLUE GRAMA 5% ACHNATHERUM HYMENOIDESINDIAN RICEGRASS 5% BOUTELOUA GRACILISBLONDE AMBITION BLUE GRAMA 5% L400 plant schedule 12/15/2017 pricing set 06/22/2018 HOA 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen 1 1 10/03/2018 BU I L D I N G E N V E L O P E 5' A C T I V I T Y E N V E L O P E 5' ACTIVITY ENVELOPE TH U N D E R B O W L L A N E 10' UTILITY EASEMENT BU I L D I N G E N V E L O P E 10 ' P R I V A T E S K I & S E W E R E A S E M E N T 10 ' U T I L I T Y E A S E M E N T LEGEND ABBR.BOTANICAL NAMECOMMON NAMESYMBOL POPULUS TREMULOIDESPtASPEN PONDEROSA PINE PINUS PONDEROSAPp TREES PpC PICEA PUNGENSCOLORADO SPRUCE POPULUS TREMULOIDESPtMULTI-STEM ASPEN AUTO COURT PLANTING AREAAC MASS PLANTING AREAS KN KITCHEN NOOK PLANTING AREA NP RAIN GARDEN PLANTING AREA ST SHOWER TERRACE PLANTING AREA GT GRAND TERRACE PLANTING AREA NM NATIVE MEADOW PLANTING AREA SHRUBS Jc JUNIPERUS CHINENSIS 'HOLBERT'HOLBERT JUNIPER Ji JUNIPERUS HORIZONTALIS ICEE BLUEICEE BLUE JUNIPER Cs CORNUS SERICEA ARCTIC FIREARCTIC FIRE DOGWOOD Pf MANGO TANGO POTENTILLA POTENTILLA FRUTICOSA 'MANGO TANGO' ROSA WOODSIIRwWOODS' ROSE MNM MOWN NATIVE MEADOW AREA 1. RE L400 FOR PLANTING AREA SELECTIONS, SQUARE FOOTAGE, SIZES AND SPACING NOTES ZONE 3 - SHRUBS AND PERENNIAL BEDS: MEDIUM WATER ZONE 2 - NATIVE MEADOW: LOW WATER HYDROZONE LEGEND ZONE 4 - RAISED PLANTER: HIGH WATER IRRIGATION HYDROZONES SQUARE FOOTAGE 12,568 SF 5,140 SF 100 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 06/29/2018 ZONE 1 - GREENROOF: LOW WATER 850 SF ZONE 5 - TREES: HIGH WATER 2,195 SF L401 site planting plan 12/15/2017 pricing set 06/22/2018 HOA 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen 0 5 10 scale north GREEN ROOF PLANTING 1 1 10/03/2018 12/27/2018 Trees should be medium water as per your water budget worksheet Where is the mowed native located on this plan? There aren't any high water zones listed in your water budget worksheet. Revise plans accordingly. Trees should not be planted over water main extension Trees should not be planted within the 10- foot utility easement. 1' - 9 " 2'-0"2'-5"2'-0"8'-0"21'-6"1'-8" 31'-6" POOL FIRE FEATURE WOOD BENCH PAVERS 2' - 0 " STEEL PLANTER POOL COPING 1' - 6 " WATER LINE WATER RUNNEL FEATURE STAIRS TO LAWN SPA COPING SPA COPING BEYOND 3'-4" AUTOMATIC COVER TRACK 1'-6" 1' - 6 " 1' - 6 " 1'-6" 3' - 0 " 1 L800 FIREPIT/POOL/SPA/STAIR/WATER FEATURE SECTION SCALE: 1/2" = 1'-0" STEEL PLATE TO MATCH ARCH 3' - 6 " 6'-0"9'-6"6'-0" AUTOMATIC POOL/SPA COVER 6' - 0 " SLOPE T O N O T E X C E E D 3 : 1 PATIO POOL COPING WATER LINE COPING BEYOND 10'-0" 12'-0" 2' - 0 " STEEL PLATE TO MATCH ARCH POOL NATIVE MEADOW 2' - 6 " 6" 6" 3' - 6 " 4 L800 PATIO/POOL/LAWN SECTION SCALE: 1/2" = 1'-0" L800 hardscape details 12/15/2017 pricing set 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen RE 5/L800 RE 3/L800 SCALE: 3/4" = 1'-0" RAISED PLANTER & WOOD BENCH L800 3 SIOUX CHIEF PLANTER DRAIN MULCH PLANTING SOIL GRAVEL 1/2" STEEL PLANTER TO MATCH ARCH HYDROTECH SYSTEM - HYDROFLEX 30, ROOTSTOP HD, AND WATER PROOFING MEMBRANE GEOFOAM TO FILL VOID; PLANTER HEIGHTS AND SOIL DEPTHS VARY; RATIO OF GEOFOAM TO SOIL TO ADJUST DEPENDING ON INTENDED PLANTING AND PLANTER HEIGHT WOOD BENCH STEEL BRACE 1' - 6 " 2' - 0 " 2'-5" 51 2" 2'-0" 5 L800 FIRE PIT BOWL SCALE: 1" = 1'-0" GAS FLAME TUBES 2" BELOW GRAVEL SURFACE BLACK PEA GRAVEL, 1" BELOW RIM OF BOWL BRONZE BOWL (URS OEGGERLI - 12 BARCA: PICCOLA) CUSTOM MODIFIED TO RECEIVE GASLINE, PROVIDE DRAIN AT BOTTOM; INSULATION ON INTERIOR SURFACE TO BE DETERMINED CMU CORE FOR PEDESTAL 2' X 2' CAP ON PEDESTAL; CLOSE-FIT AND GROUT @ BASE OF FIRE BOWL PEDESTAL DIMENSION EQUIVALENT TO ONE 24" X 24" PAVER UNIT VENEER OVER CMU CORE ALL AROUND AND TO MATCH ARCHITECTURAL VENEER 1' - 9 " 10 " CONCRETE SLAB CONCRETE FINISH 1" 2'-6" 2 L800 RAIN BARRELS - SECTION SCALE: 1" = 1'-0" WOOD TO METAL HANDLE STEEL LID STEEL BARREL RAIN BARRELS - PLAN YELLOW SILICONE STOPPER WITH RING ATTACHMENT BLACK NYLON STRING TIED TO 1" RING WELDED TO BARREL, TYP. 3'-0"3'-0"2'-0" 0" ANGLED STEEL MINI ROUND SCUPPER WITH SPOON LIP SIMILAR TO SAP SPILE, WELDED TO BARREL TO SUPPORT HALF PIPE GUTTER FLAT STEEL MINI ROUND LIP PIECE TO SUPPORT HALF PIPE GUTTER; 1" STEEL HALF PIPE 'GUTTER' 1'-6"1'-6" 2' - 0 " 2' - 6 " 3' - 0 " NOTE: 1. ALL STEEL TO BE GALVANIZED OR LIGHT GREY POWDER COAT FINISH. 2. BARRELS' CUMULATIVE CAPACITY MUST NOT EXCEED 110 GALLONS; USE LOCAL RIVER ROCK AS SPACE FILLER TO MEET REQ. CAPACITY. STEEL RAIN CHAIN ATTACHED TO ARCHITECTURAL AWNING 2" DIAM. HOLE W/ FINE MESH SCREEN TO ACCOMODATE RAIN CHAIN 6" O . C . T Y P . 6" T Y P . 2'-0" TYP. 6" GRAVEL REVEAL, TYP. LIGHT GREY 1/2" TO 1" GRANITE GRAVEL 1' - 0 " M I N . 2" 2" 6" 1 1 10/03/2018 a a a a a c b b b b b b c c a ac c b b b b bc ccc c a b ba a c cc c b b c a a a L801 hardscape details 12/15/2017 pricing set 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen AUTOCOURT RETAINING WALLS AND STONE SLABS ENLARGEMENT SCALE: 1/4" = 1'-0" 4 L801 SCALE: 3/4" = 1'-0" STONE SLABS KEY L801 2 SIZES: A:2' X 2' X 2' B:2.5' X 2.5' X 2.5' C:3' X 3' X 3' A B C 2'-0"2'-6"3'-0" 2' - 0 " 2' - 6 " 3' - 0 " 7'-0" 10 ' - 0 " STONE BLOCK- C MODULE 4'-0" DECOMPOSED GRANITE AUTOCOURT 4' - 0 " 5' - 0 " 1' - 0 " CONCRETE RETAINING WALL AND FOOTER, RE: STRUCTURAL 1 L801 AUTOCOURT WALL SECTION SCALE: 1/4" = 1'-0" 20'-4" 1' - 0 " M I N . BU R I E D STONE BLOCK- B MODULE AUTOCOURT RETAINING WALLS AND STONE SLABS3 L801 RE 5/L802 1 1 10/03/2018 12/27/2018 L802 hardscape details 12/15/2017 pricing set 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen GRADE RETAINING BOULDER SCALE: 1" = 1'-0" AT LEAST 1 3 OF GARDEN BOULDER TO BE BURIED 6 IN. AGGREGATE BASE COMPACTED TO 95% STANDARD PROCTOR EXISTING SUBGRADE 4 L802 VA R I E S EQ . EQ . NOTE: 1.LA TO APPROVE OF BOULDERS PRIOR TO PURCHASE SCALE: 3/4" = 1'-0" CAST IN PLACE CONCRETE WALL L802 5 ENGINEERED FILL COMPACTED SUBGRADE PER STRUCTURAL ADJACENT TREATMENT VARIES CONTROL JOINTS MIN. EVERY 10 FT; EXPANSION JOINT EVERY 40 LINEAR FT. CAST IN PLACE CONCRETE WALL; HEIGHT VARIES; SEE GRADING PLAN NOTES: 1.REFER TO CIVIL & STRUCTURAL DRAWINGS FOR DRAINAGE, STRUCTURAL REQUIREMENTS & DIMENSIONS. 2.CONCRETE COLOR & FINISH TBD BY LANDSCAPE ARCHITECT. 3.REFER TO GRADING PLANS FOR TOP OF WALL & BOTTOM OF WALL ELEVATIONS. 3 IN. TOPSOIL FOR DISTURBED AREAS; PROVIDE DRAINAGE SWALE TO MAINTAIN POSITIVE FLOW CAST IN PLACE CONCRETE FOOTING; SLOPE TO DRAIN; RE STRUCTURAL 1 IN. CHAMFER CONCRETE FINISH RE L002 TW BW PERFORATED UNDERDRAIN ENGINEERED FILL 3 L802 STORMWATER RUNNEL SCALE: 1-1/2" = 1'-0" 1'-8" 4"3"3" 10" 2" WATER RUNNEL 1/2" STEEL PLATE TO MATCH ARCH. RE L100 FOR EXTENTS 1 L802 LANDSCAPE LOGS 9 ' M I N . L E N G T H ; 1 3 ' M A X L E N G T H 6' M A X S P R E A D LOGS TO BE ANCHORED TO BOULDERS WITH HIDDEN MASONRY SCREWS 1.ALL LOGS TO BE UNTREATED BLACK LOCUST 2.ALL LOGS TO BE STRIPPED OF BARK 3.ALL BRANCHES AND LOGS TO BE SANDED, WITH NO SHARP OR POINTY ENDS OR EDGES. GENERALLY, BRANCHES SHOULD BE ATTRACTIVE, WHIMSICAL, AND CLEAN. WHERE THEY MEET FINISH GRADE, MIN. 3' LENGTH OF OUTERMOST LOG/BRANCHES BURIED 3 ATTRACTIVE BRANCHES MAX; ALL BRANCHES UNDER 5" DIAM. AT TRUNK REMOVED AND SANDED DOWN NOTES: 24" MAX DIAM. SECTIONPLAN 2 L802 RAIN GARDEN BOULDER SCHEDULE SIZE QUANTITY 4' X 3.5' X 4.5' 4' X 3' X 2' 5' X 5' X 5' 3' X 2' X 1' 5' X 2.5' X 2.5' 3.5' X 2.5' X 1.5' 10 3 10 5 3 2 1 1 10/03/2018 12/27/2018 L803 hardscape details 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen 3 9 5 1 L803 DRIVEWAY PEDESTALS SCALE: 1/4" = 1'-0" 2 L803 PEDESTRIAN GATE SCALE: 1/4" = 1'-0" MONOLITHIC STONE VENEER WITH CLEFT FINISH MONOLITHIC STONE VENEER WITH CLEFT FINISH GATE PANELS TO MATCH ARCH TRELLIS NO MECHANCIAL COMPONENTS 3' - 6 " 2'-3" 9" 1'-6" 4' - 0 " 3'-9" 1'-6" 7'-3" 5" 9" DRIVEWAY 4 L803 PAVER & PLANTING ON CONCRETE BASE - SNOWMELT SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL CONCRETE W/ SNOWMELT TUBING; HOLD SNOWMELT TUBING 3" FROM CONCRETE EDGE; RE CIVIL COMPACTED AGGREGATE R10 RIGID INSULATION BOARD 1/2 IN. THICK EPOXY SETTING BED 2 IN. THICK PAVER NOTE 1.NON SLIP COMPONENT TO BE ADDED TO CONCRETE MIX. 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8% AIR ENTRAPMENT RATE TO ENSURE DURABILITY. 3.PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4.PROVIDE ADEQUATE CONTROL JOINTS & EXPANSION JOINTS FOR CONCRETE BASE. 5.SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TOPSOIL; MIN DEPTH 3.5 IN & PLANTING RE L401 PROVIDE WEEP HOLES IN EACH LAWN AREA AND SLOPE SUB-SLAB 31 2" MI N . 1 2" 31 2" MI N . (NON-VEHICULAR) BOLSTER REBAR PRIOR TO POUR 3 L803 DECOMPOSED GRANITE DRIVEWAY SCALE: 1-1/2" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 2 IN. OF DECOMPOSED GRANITE; MATERIAL AS SPECIFIED BY LANDSCAPE ARCHITECT NOTE 1.TOP DRESS BI-ANNUALLY AS NEEDED. CONC DRIVEWAY W/ SNOWMELT TUBING; HOLD SNOWMELT TUBING 3" FROM CONCRETE EDGE; RE CIVIL; COLOR & FINISH AS SPECIFIED BY LANDSCAPE ARCHITECT; 1/2 IN. CHAMFER AT EDGE COMPACTED AGGREGATE; RE CIVIL CONCRETE W/ SNOWMELT TUBING; HOLD SNOWMELT TUBING 3" FROM CONCRETE EDGE; RE CIVIL R10 RIGID INSULATION BOARD 1 1 10/03/2018 12/27/2018 L804 planting details 07/20/2018 change order 1 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 39 5 t h u n d e r b o w l l a n e l a s p e n h i g h l a n d s , c o l o r a d o th u n d e r b o w l date l issue © copyright bluegreen 1 L804 PERENNIAL PLANTING SCALE: 1" = 1'-0" EDGE OF PLANTING BED LOOSEN SOIL AROUND PLANT ROOTS PRIOR TO PLANTING PERENNIAL; REFER TO PLANT LIST FOR SPACING PERENNIAL PLANTING PLAN - TRIANGULAR SPACING UNLESS OTHERWISE SHOWN SOIL PEP (1" TOP DRESS) ANNUALLY; SOIL PEP TO BE HELD AWAY FROM PLANT STEM/BASE PREPARED PLANTING MIX. DEPTH MINIMUM 18 IN. UNLESS OTHERWISE NOTED COMPACTED FILL OR UNDISTURBED SUB GRADE EQ.EQ. eq . 2 L804 SHRUB PLANTING SCALE: 1/2" = 1'-0" PLANTING MIX MULCH UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. IF OVEREXCAVATION OCCURS RE-ESTABLISH DESIRED ELEVATION WITH 95% COMPACTED FILL. SCARIFY SIDES OF HOLE PRIOR TO PLANTING FOR B&B: ROPES @ THE TOP OF THE BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE ENTIRE BASKET & ALL TWINE. FOR CONTAINER: REMOVE CONTAINER AND LOOSEN ROOTS SLIGHTLY BY SCRATCHING SIDES OF ROOTBALL BEFORE PLANTING. 2X BALL DIA. MIN. 3 IN. SAUCER (MAX.) FIRMLY FORMED SAUCER (USE TOPSOIL) EXCEPT IN DRIP IRRIGATED AREAS PRUNE PER LANDSCAPE ARCHITECT'S DIRECTION BARK MULCH (3") MIN. FOR BALLED AND BURLAP PLANTS: ROPES @ THE TOP OF THE BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE ENTIRE BASKET & ALL TWINE. FIRMLY COMPACTED SOIL SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES W/ STEEPNESS AND SOIL TYPE. CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) TO FINISH GRADES AS IT BORE TO PREVIOUS GRADE. GENTLY COMPACTED TOP SOIL MIXTURE (SEE SPECS). ROUGHEN SIDES OF PIT. UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. 3 L804 SHRUB PLANTING ON SLOPE SCALE: 1/2" = 1'-0" 2X BALL DIA. MIN. 4 L804 DECIDUOUS TREE PLANTING SCALE: 1/4" = 1'-0" UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. IF OVEREXCAVATION OCCURS RE-ESTABLISH DESIRED ELEVATION WITH 95% COMPACTED FILL ROPES @ THE TOP OF THE BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE ENTIRE BASKET & ALL TWINE. 3 IN. SAUCER (MAX.) FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (WHERE DIRECTED ONLY) 2X BALL DIA. (MIN.) CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) TO FINISH GRADE AS IT BORE TO PREVIOUS GRADE. PLACE ON SUB-GRADE PEDESTAL. NOTE: 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS & LAYOUT PRIOR TO INSTALLATION. ROUGHEN SIDES OF PIT MULCH 2X BALL DIAMETER (MIN.) ROPES @ TOP OF BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE ENTIRE BASKET & ALL TWINE. FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (WHERE DIRECTED ONLY). UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. MULCH: PINE BARK (3" MIN.) CORNER OF ROOT SYSTEM TO BE AT LINE OF EXISTING GRADE ROUGHEN SIDES OF PIT. NOTE: FOR TREE STAKING SEE OTHER TREE PLANTING DETAILS 5 L804 TREE PLANTING ON SLOPE SCALE: 1/2" = 1'-0" PLANT MIX 6 L804 TREE PROTECTION FENCE SCALE: 1/4" = 1'-0" NOTE: 1.ADDITIONAL PROTECTION OUTSIDE AT TREE DRIP LINE MAY BE REQUIRED (EX. 12 IN. OF MULCH). 2.FENCE MAY BE CONTINUOUS TO PROTECT MULTIPLE TREES 3.MAINTAIN FENCE THROUGHOUT CONSTRUCTION. 4.REFER TO LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES FOR ADDITIONAL REQUIREMENTS. EXISTING TREE(S) TO REMAIN STURDY PROTECTION FENCING TO BE PROVIDED AND MAINTAINED AT TREE DRIP LINE EXISTING GRADE TO REMAIN NO DISTURBANCE WITHIN TREE DRIPLINE TR E E D R I P L I N E TR E E D R I P L I N E 1 1 10/03/2018