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HomeMy WebLinkAboutFile Documents.211 W Hopkins Ave.0078-2021-BRES (51) in in O O r a rn rn i i a sheet index a sheet index architecture/urban design/interior design landscape drawings irrigation drawings 500 w.main st. 1830 blake st. ❑❑❑❑■ L000 cover ❑❑❑❑m IR-1 irrigation legend and notes aspen,co 81611 denver,co80202 ❑❑❑❑N L001 notes ❑❑❑❑. IR-2 irrigation plan 970.544.9006 303.308.1373 ❑❑❑❑■ L002 notes ❑❑❑❑N IR-3 irrigation plan ❑❑❑❑■ L100 tree mitigation plan ❑❑❑❑■ IR-4 irrigation plan Consultants: ❑❑❑❑■ L200 layout plan .^°^_^ F=T ❑❑❑❑N L300 materials plan BLUEGREEN300 S.SPRING ST.SUITE 2 TE:m ❑❑❑❑■ L301 fencing plan ASPEN,CO B1611 ❑❑❑❑■ L400 plant list TEL:B4.0.945.1675 ❑❑❑❑m L401 planting plan CONTACT.srveai snrvzorve ❑❑❑❑. L800 details ❑❑❑❑■ L801 details ❑❑❑❑m L802 details ❑❑❑❑■ L803 details a) ❑❑❑❑■ L804 enlargements V ❑❑❑❑■ L805 enlargements 61 N 3 — RI J] www.bluegreenaspen.com ©copyright bluegreen Issuances and Revisions: 2021.05.07 CONSTRUCTION-PERMIT 2021.05.24 PERMIT REVISION 1 building permit context map ilk". 4 • r,. . A t ' t`."r .t' W • • It • • 1 .4t.in '1 4 • ,(�^J FOR CITY OF ASPEN - •+! •V` ,:im f 4 FQJ ON,, ., jt. 1/0112008 .e I i • 4 ~ . Allir a: uinal Da c, l6 r� s iii north PAN ABODE l client architect landscape architect matt and alissa joblon rowland+broughton bluegreen 211 W.HOPKINS AVENUE 205 detroit st,suite 400 jennifer ramsey matt moritz ASPEN,COLORADO 81611 denver,co 80206 500 w main st 300 south spring st. t 508.344.2557 aspen,co 81611 suite 202 t 970.429.8703 aspen,colorado 81611 t 970 429 7499 PROJECT NO: 22037.00 general contractor civil engineer/surveyor land planner schlumberger sherer construction high country engineer bendonadams joke rankin roger neal sera adams owner reviewed and approved 309k aabc 1517 blake ave,suite 101 300 south spring st.suite 202 SHEET TITLE: aspen,co 81611 glenwood springs,co 81601 aspen,co 81611 t 970.925.8360 t 970.945.8676 t 970.925.2855 cover client name/title date structural engineer mep kla-colorado imeg-colorado springs bret mcelvain ken urbanek SCALE:1"=8'-0" 805 14th st. 7600 e orchard rd,suite 250-s golden,co 80401 greenwood village,co 81611 1 0 O 0 t 303.384.9910 t 303.795.6077 L Pr SCOPE OF WORK LAYOUT AND CONTROL OF MATERIALS STORAGE AND DISPOSAL 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK BY THE 1. LAY OUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF 1. VEHICLES,EQUIPMENT,AND/OR MATERIALS SHALL NOT BE PARKED OR STORED IN AREAS OF EXISTING A SUBCONTRACTORS. ANY DISCREPANCIES. THE LANDSCAPE ARCHITECT IS TO REVIEW AND APPROVE ALL LAYOUTS CONTAINED VEGETATION,INCLUDING WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN. IN THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION. 2. WATERPROOFING OF SUBGRADE AND OTHER ARCHITECTURAL SPACES BELOW AND/OR ADJACENT TO 2. LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST architecture/urban design/interior design IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT IS TO BE ADEQUATELY DESIGNED AND 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE WIND,RAIN AND SNOW DAMAGE. 500 w.main st. 1830 blake st. DETAILED BY OTHERS TO PERMANENTLY REPEL ALL WATER SOURCES INCLUDING,BUT NOT LIMITED TO: DIMENSIONS FROM REDUCED DRAWINGS. aspen,co 81611 denver,co 80202 PRECIPITATION,SNOW MELT,SURFACE RUNOFF,SUBSURFACE DRAINAGE,GROUND WATER,IRRIGATION, 3. CONSTRUCTION WASTE,INCLUDING BUT NOT LIMITED TO PLANT MATERIAL,BUILDING MATERIALS, 970.544.9006 303.308.1373 ROOF RUNOFF,GROUND WATER AND PLUMBING LEAKS. 3. DIMENSIONS REFERRED TO AS"EQUAL"INDICATE SPACING WHICH IS EQUIDISTANT MEASURED TO THE DEMOLISHED MATERIALS,PACKAGING,LEFTOVER PAINT AND CONCRETE SLURRY,SHOULD BE PROPERLY CENTERLINES. REUSED,RECYCLED,DISPOSED OF LEGALLY OFF-SITE OR IN DESIGNATED WASH-OUT AREAS DETERMINED Consultants: 3. STRUCTURAL DESIGN TO SUPPORT IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT AND BY THE GENERAL CONTRACTOR. ,.,,,,,...u",,,,, LOCATED ABOVE,BELOW AND/OR ADJACENT TO SUBGRADE AND OTHER ARCHITECTURAL SPACES IS THE 4. MEASUREMENTS ARE TO THE FINISHED FACE OF BUILDINGS,WALLS OR OTHER FIXED SITE BLUEGREEN RESPONSIBILITY OF THE STRUCTURAL ENGINEER. THE STRUCTURAL DESIGN SHOULD BE ADEQUATELY IMPROVEMENTS. DIMENSIONS TO CENTERLINES ARE IDENTIFIED AS SUCH. 4. RECYCLING AND TRASH BINS TO BE PROVIDED ON SITE. SEPARATE BINS FOR CARDBOARD,CO-MINGLED, 30.3SPErv,CRI BGOST SUITE 202 DESIGNED TO SUPPORT ALL POSSIBLE LOADS INCLUDING,BUT NOT LIMITED TO:BACKFILL,COMPACTION, AND OTHER RECYCLABLE/REUSABLE MATERIALS IDENTIFIED BY THE LOCAL JURISDICTION SHALL BE ee oobT Sn6a5snrvzorvE PLANTINGS,HARDSCAPE,RETAINING AND FREESTANDING SITE WALLS AND CONSTRUCTION 5. INSTALL INTERSECTING ELEMENTS AT 90-DEGREE ANGLES,UNLESS OTHERWISE INDICATED. MAINTAIN MAINTAINED. ALL BINS TO BE WILDLIFE-PROOF. MATERIALS/EQUIPMENT/ACTIVITY. HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS INDICATED IN THE CONTRACT DOCUMENTS. 5. ON-SITE FUEL STORAGE FOR CONSTRUCTION EQUIPMENT IS DISCOURAGED. CONSTRUCTION EQUIPMENT 4. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DOCUMENTED WORK FOR WHICH CONSTRUCTION 6. THE CONTRACTOR SHALL PROVIDE A FULL-SCALE MOCKUP OF ALL PAVING SYSTEMS AND RECEIVE USED ON SITE TO BE CHECKED REGULARLY TO ASSURE CONTAMINATION CONCERNS FROM OILS AND RI SERVICES WERE NOT PERFORMED BY THE LANDSCAPE ARCHITECT. APPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE BEGINNING CONSTRUCTION. GREASES ARE ELIMINATED. NO TOXIC MATERIALS SHALL BE STORED ON-SITE. d a) 7. EXPANSION JOINTS SHALL BE PROVIDED WHERE FLATWORK MEETS VERTICAL STRUCTURES,SUCH AS DI WALLS,CURBS,STEPS,AND OTHER HARDSCAPE ELEMENTS. EXPANSION JOINTS SHALL ALSO BE v PROVIDED AT MATERIAL CHANGES. EXPANSION JOINT MATERIALS/METHODS SHALL BE SUBMITTED TO M THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. J] CONTROL OF WORK 8. CONTROL JOINTS SHOULD BE SPACED NO GREATER THAN TEN(10)LINEAR FEET MAXIMUM,UNLESS EROSION AND DUST CONTROL OTHERWISE SPECIFIED.EXPANSION JOINTS SHOULD BE SPACED NO GREATER THAN FORTY(40)LINEAR www.bluegreenaspen.com FEET MAXIMUM,UNLESS OTHERWISE SPECIFIED.THE CONTRACTOR SHALL ADVISE ON OTHER JOINTS AS . copyright lass en NEEDED TO MINIMIZE CRACKING.THIS INFORMATION SHALL BE SUBMITTED TO THE LANDSCAPE 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 1. THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES. Issuances and Revisions: AND GENERAL CONTRACTOR OF DIMENSIONAL ERRORS,OMISSIONS OR DISCREPANCIES BEFORE 9, ALL STEPS SHALL HAVE FOURTEEN(14)INCH TREADS AND SIX(6)INCH RISERS,UNLESS OTHERWISE 2021.05.07 CONSTRUCTION-PERMIT BEGINNING ANY WORK. 2021.05.24 PERMIT REVISION 1 SPECIFIED. 2. PRIOR TO BEGINNING ANY DISTURBANCE,THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL SESC 2. ALL WORK SHALL CONFORM TO THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL VERIFY LOCATION MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED BY ANY GOVERNING AGENCIES. OF ALL EXISTING UTILITIES,LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE 10. HOLD TOP OF WALLS&FENCES AND ALL SITE FURNISHINGS LEVEL UNLESS OTHERWISE SPECIFIED. SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE LANDSCAPE ARCHITECT 3. ALL SESC MEASURES TO BE MAINTAINED DAILY. ASSUMES NO RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE LANDSCAPE 11. THE CONTRACTOR SHALL NOT INSTALL WORK LOCATED ON TOP OF ARCHITECTURAL STRUCTURES DRAWING SET. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO WITHOUT FIRST REVIEWING ARCHITECTURAL DRAWINGS. 4. THE CONTRACTOR SHALL PREVENT SOIL LOSS TO WIND AND WATER EROSION. CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR 12. SAMPLES OF SPECIFIED MATERIALS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW 5. THE CONTRACTOR IS TO CONDUCT ALL EXCAVATION,FILLING,GRADING,AND CLEANUP OPERATIONS IN A SHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS AND ELECTRICAL LINES. AND APPROVAL PRIOR TO PROCUREMENT. MANNER SUCH THAT SEDIMENT GENERATED BY WIND OR WATER IS NOT DISCHARGED INTO ANY STORM 3. 'CONTRACT DOCUMENTS'INCLUDE THE LANDSCAPE DRAWING SET,LANDSCAPE TECHNICAL SEWER,DRAINAGE DITCH,RIVER,LAKE,AIR OR UNDERGROUND UTILITY SYSTEM. SPECIFICATIONS MANUAL AND LANDSCAPE LASIS. 6. WATER FROM TRENCHES AND OTHER EXCAVATION TO BE PUMPED INTO A FILTRATION BAG TO REMOVE 4. THE LANDSCAPE ARCHITECT HAS PROVIDED DESIGN INTENT BUT DOES NOT DEFINE THE APPROPRIATE SEDIMENTS FROM THE WATER. CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES UTILIZED OR SAFETY PRECAUTIONS.THE 7. NORTH AMERICAN GREEN SC-150 OR EQUIVALENT EROSION CONTROL FABRIC IS REQUIRED ON ALL LANDSCAPE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE EARTHWORK DISTURBED SLOPES GREATER THAN 33%UNTIL PROJECT AREA IS REVEGETATED PER THE PLANTING PLAN. WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF ANY DISCREPANCIES,GRAPHICALLY 8. CONTRACTOR TO PROVIDE ONSITE WATERING TO REDUCE FUGITIVE DUST LEAVING THE SITE DURING CONSTRUCTION. SHOWN MATERIAL QUANTITIES SHALL TAKE PRECEDENCE. 1. THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECT 6. A SYSTEM OF DIAGRAMMATIC SYMBOLS,HATCHES AND NOTATIONS IS USED IN THESE DRAWINGS. AND CIVIL ENGINEER OF ANY DISCREPANCIES. 9. SOIL EROSION CONTROL MEASURES TO BE PROVIDED FOR ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS. REVIEW NOTATIONS CAREFULLY AND REQUEST CLARIFICATION FROM THE LANDSCAPE ARCHITECT REGARDING ANY UNCLEAR NOTATION OR DISCREPANCY PRIOR TO COMMENCING WORK. 2. LIMITS OF DISTURBANCE SHOWN ON PLANS AND CROSS-SECTIONS SHALL BE CLEARLY MARKED AND DESIGNATED ON-SITE PRIOR TO ANY EARTHWORK. 10. CONSTRUCTION STAGING AND PHASING SHALL OCCUR,WHERE APPLICABLE,TO MINIMIZE SOIL 7. PROVIDE SLEEVES AS REQUIRED FOR DRAINAGE,IRRIGATION AND ELECTRICAL LINES. IRRIGATION AND DISTURBANCE TIME,THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION. ELECTRICAL SLEEVES AND SUBSURFACE DRAINAGE SYSTEMS SHALL BE CONSTRUCTED PRIOR TO PAVING 3. THE PROJECT LIMIT OF CONSTRUCTION AND ALL EXISTING VEGETATION TO REMAIN IS TO BE CLEARLY AND LANDSCAPE WORK.UTILITY SLEEVES ARE REQUIRED IN ALL PLANT BEDS ISOLATED BY PAVEMENT OR DEFINED BY STURDY,WEATHERPROOF FENCING AT A MINIMUM OF FOUR(4)FOOT HEIGHT. 11. BEST MANAGEMENT PRACTICES(BMPs)SHALL BE ADJUSTED AS NEEDED TO MEET ANY OTHER UNFORESEEN CONDITIONS. ANY OTHER STRUCTURES. 4. EXISTING TREES TO BE PRESERVED SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS THEY BEAR TO PRE-CONSTRUCTION GRADE. 12. THE GENERAL CONTRACTOR MUST INSTALL A MUD TRACKING PAD/WASHING PAD AT THE CONSTRUCTION 8. SPECIAL CONSIDERATION IS GIVEN TO THE DESIGN AND INTENDED RELATIONSHIP BETWEEN ENTRANCES TO MINIMIZE MUD DETACHMENT FROM TRUCK TIRES. 1-1/2 INCH SCREENED ROCK TO BE ARCHITECTURE,PLANTING AREAS AND PAVING SYSTEMS. PAVEMENT JOINTING,PAVERS,STONE, 5. EXISTING TREES&VEGETATION TO BE PRESERVED SHALL BE PROTECTED WITH STURDY,WEATHERPROOF PLACED ON MIRAFI 140-N FILTER FABRIC. ADDITIONAL CLEAN GRAVEL TO BE ADDED THROUGHOUT THE FINISHES AND GRADES HAVE BEEN STRICTLY COORDINATED DURING THE DESIGN PROCESS. FENCING AT A MINIMUM FOUR(4)FOOT HEIGHT INSTALLED NO CLOSER TO THE TREE TRUNK THAN ITS DURATION OF CONSTRUCTION AS NEEDED. CONSTRUCTION OF THESE SYSTEMS MUST BE STRICTLY COORDINATED.NOTIFY THE LANDSCAPE DRIPLINE. THIS FENCE SHALL BE MAINTAINED IN WORKING ORDER DURING ALL PHASES OF ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. CONSTRUCTION.MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH. 13. THE CONTRACTOR SHALL ABIDE BY CONSTRUCTION MANAGEMENT PLAN REQUIREMENTS SET FORTH BY LOCAL,STATE AND FEDERAL JURISDICTIONS AND OTHER GOVERNING BODIES/AGENCIES. 9. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT OF ANY CONFLICTS IN GEOTECHNICAL REPORT 6. NO WORK SHALL BE CONDUCTED WITHIN THE DRIPLINE,UNLESS REVIEWED AND APPROVED BY THE RECOMMENDATIONS AND LANDSCAPE DRAWINGS OR OTHER CONSULTANT DRAWINGS. LANDSCAPE ARCHITECT. ALL WORK APPROVED WITHIN THE DRIPLINE SHALL BE COMPLETED BY HAND. 14. IF SITE WORK IS DELAYED DUE TO ANY CIRCUMSTANCE;THE CONTRACTOR SHALL PROTECT PREPARED PROTECT ROOT SYSTEMS FROM PONDING,EROSION OR EXCESSIVE WETTING. PLANT BEDS FROM EROSION. 10. THE CONTRACTOR SHALL VERIFY THE PLACEMENT OF FLATWORK PENETRATIONS TO ENSURE FOR CITY OF ASPEN COORDINATION OF SURFACE FIXTURES,SUCH AS DRAINS AND LIGHTS. NOTIFY THE GENERAL 7, SOIL ANALYSIS MUST BE PERFORMED BY A QUALIFIED SOIL-TESTING LABORATORY ON IMPORTED OR CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION OF FLATWORK. MANUFACTURED TOPSOIL. A WRITTEN ANALYSIS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR 11. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS TO VERIFY FINISHED FLOOR REVIEW PRIOR TO INSTALLATION.THIS REPORT MUST STATE PERCENTAGES OF ORGANIC MATTER; ELEVATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR GRADATION OF SAND,SILT,AND CLAY CONTENT;CATION EXCHANGE CAPACITY;NATURE OF DELETERIOUS TO CONSTRUCTION. MATERIAL;PH;AND MINERAL AND PLANT NUTRIENT CONTENT OF THE SOIL. 12. THE CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS TO VERIFY DRAIN LOCATIONS OVER 8. IMPORTED TOPSOIL IS TO BE OBTAINED FROM NATURALLY WELL-DRAINED CONSTRUCTION OR MINING ,(,�\Al 0 �NF STRUCTURE. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP.DO NOT OBTAIN FROM AGRICULTURAL LAND, Gj TO CONSTRUCTION. BOGS OR MARSHES. 9. PROPOSED ELEVATIONS INDICATED ON DRAWINGS ARE FINISHED GRADE ELEVATIONS. THE CONTRACTOR .11p;I2008'e 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 SHALL DIRECT ROUGH GRADE WORK TO ALLOW FOR SUFFICIENT TOPSOIL AND OTHER FINISHED - t tea1 Da ' CONDITIONS AS DESCRIBED IN THE CONTRACT DOCUMENTS. �1 PRIOR TO CONSTRUCTION. y A' e -." 10. ALL FINISHED GRADES SHALL MEET AND BLEND SMOOTHLY WITH EXISTING GRADES AT THE PROJECT LIMIT. ',r�11 14. THE GENERAL CONTRACTOR IS TO KEEP ALL ITEMS DESIGNED BY THE LANDSCAPE ARCHITECT FOR NNNCCCSSS���"' IMPLEMENTATION IN PROPER WORKING ORDER THROUGHOUT THE DURATION OF THE PROJECT. 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, �r • J 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. PAN ABOD LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 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. 1. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.ALL CONTRACTORS 211 W.,COLORADO S AVENUE MUST COMPLY WITH PERMIT REQUIREMENTS,LOCAL,STATE AND FEDERAL JURISDICTIONS AND 15. DEFINITION OF COMPACTION:PROCTOR DRY DENSITY. ASPEN,COLO 81611 GOVERNING BODIES/AGENCIES RULES AND REGULATIONS AND LAND USE APPROVAL CONDITIONS AT ALL 16. SOIL COMPACTION BENEATH PAVEMENTS,STEPS,WALLS AND LIGHT FOUNDATIONS SHALL BE 95% TIMES. PROCTOR DENSITY MINIMUM,UNLESS OTHERWISE SPECIFIED. 2. WORK PERFORMED WITHOUT APPROVAL OF LOCAL,STATE AND FEDERAL JURISDICTIONS AND GOVERNING 17. GRADING AND EXCAVATION WORK SHALL BE COMPLETED DURING DRY AND NON-FREEZING WEATHER PROJECT NO: BODIES/AGENCIES AND/OR NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS IS SUBJECT TO CONDITIONS. 22037.00 REMOVAL AT THE CONTRACTOR'S EXPENSE. 18. THE CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FOR REUSE ON-SITE.SOIL SHALL BE SCREENED 3. ALL CONSTRUCTION AND MATERIALS NOT SPECIFICALLY ADDRESSED IN THE CONTRACT DOCUMENTS SHALL TO REMOVE ROCKS AND BOULDERS. BE IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES STANDARDS. 19. THE CONTRACTOR SHALL REUSE ANY STRUCTURAL SOIL FOUND ON SITE. SHEET TITLE: 4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING 20. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. notes IMPROVEMENTS FROM DAMAGE AND ANY SUCH IMPROVEMENTS AND STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE LANDSCAPE 21. THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE DEVICES DURING ARCHITECT AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION. 5. ALL BARRICADING AND TEMPORARY TRAFFIC CONTROL DEVICES OR METHODS USED DURING 22. THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS,FINISH FLOOR ELEVATIONS AND PROPOSED SPOT SCALE:1"=8'-0" CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL JURISDICTIONS AND ELEVATIONS WITH THE LANDSCAPE ARCHITECT PRIOR TO FORMWORK INSTALLATION. GOVERNING BODIES/AGENCIES STANDARDS. PROVIDE ADEQUATE TIME FOR REVIEW AND APPROVAL BY LO 0 1 THE ABOVE JURISDICTIONS PRIOR TO COMMENCEMENT OF WORK. Pr PLANTING AND TRANSPLANTING SOIL AMENDMENT CRITERIA AND PREPARATION MULCHING 1. PLANT MATERIAL IS TO BE HEALTHY SPECIMENS FREE FROM DISEASE OR DAMAGE,AND IS TO BE 1. TOPSOIL OF GRASSES(INCLUDING TURF),SHRUBS,PERENNIALS,AND ANNUALS SHALL BE A SANDY LOAM 1. ORGANIC MULCH SHALL BE APPLIED AT ONE(1)CUBIC YARD PER EIGHTY(80)SQUARE FEET AT A DEPTH OF A MAINTAINED IN EXCELLENT CONDITION WHILE ON THE JOBSITE. THE LANDSCAPE ARCHITECT SHALL TO A DEPTH OF AT LEAST 6 INCHES(6")CONTAINING AT LEAST 5 PERCENT(5%)ORGANIC MATTER BY FOUR(4)INCHES,AND AS APPROPRIATE TO EACH SPECIES.IT SHALL BE APPLIED TO THE SOIL SURFACE, INSPECT PLANT MATERIAL UPON ARRIVAL TO JOBSITE AND WILL REJECT PLANT MATERIAL THAT DOES NOT VOLUME.TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL(FREE OF WEEDS AND ROCKS). NOT AGAINST THE PLANT STEM OR HIGH AGAINST THE BASE OF TRUNKS TO MINIMIZE DISEASE.ORGANIC MEET THE STANDARDS DESCRIBED WITHIN THE CONTRACT DOCUMENTS. MULCH MATERIAL INCLUDES BARK AND WOOD CHIPS.AVOID MULCH CONSISTING OF CONSTRUCTION architecture/urban design/interior design 2. TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET(3').BOTH TOPSOIL AND SUBSOIL LAYERS SHALL BE DEBRIS SUCH AS PALLETS.MULCHING SHOULD BE REPEATED ANNUALLY DURING THE AUTUMN TO A FOUR 500 w.main st. 1830 blake st. 2. LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST WIND, SANDY LOAM.THE TOP SOIL SHALL BE AT LEAST 6 INCHES(6")AND HAVE 5 PERCENT(5%)ORGANIC (4)INCH DEPTH. aspen,co 81611 denver,co 80202 RAIN AND SNOW DAMAGE. MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT(1-3%)ORGANIC 970.544.9006 303.308.1373 MATTER BY WEIGHT. 2. INORGANIC MULCH INCLUDES ROCK,GRAVEL,OR PEBBLES.ROCK MULCH SHALL HAEV A MINIMUM DEPTH 3. STOCKPILED PLANT MATERIAL TO BE PLACED IN THE SHADE AND PROPERLY HAND-WATERED UNTIL OF TWO(2)INCHES. Consultants: PLANTED. 3. A MINIMUM OF FOUR(4)CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE-THOUSAND "..°"=v.... ' SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT(5%) 3. MULCH OR PLANTING BED DRESSING SHALL BE PLACED IN ALL PLANTING AREAS AS SPECIFIED. BLUEGREEN 4. THE LANDSCAPE ARCHITECT WILL PERIODICALLY INSPECT PLANT MATERIAL STOCKPILED AND/OR PLANTED ORGANIC MATTER SPECIFICATION. neaerv,coe esr.SUITE 202 ON SITE DURING THE COURSE OF CONSTRUCTION.PLANT MATERIAL NOT MEETING THE STANDARDS 4. THE SITE MUST BE MULCHED WITH WEED-FREE MULCH(HAY OR HYDROMULCH)AFTER SEEDING. TEL:940.945.8675 CONTAINED WITHIN THE CONTRACT DOCUMENTS SHALL BE REPLACED AT NO COST TO THE OWNER. 4. SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. corvTncr sneai snrvzorve 5. HYDROMULCH MUST BE APPLIED SEPARATELY FOLLOWING SEED APPLICATION.DO NOT OVERSPRAY AS THIS 5. PROVIDE MATCHING SIZES AND FORMS FOR EACH PLANT OF THE SAME SPECIES UNLESS OTHERWISE 5. AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES(6"). MAY RESULT IN EROSION. AN ORGANIC TACKIFIER SHALL BE ADDED TO THE SLURRY TO ENHANCE THE INDICATED. DURABILITY OF THE APPLIED MULCH COVER.APPLY AT A RATE OF 3,000 LBS PER ACRE(3360 KG/HA).ADD C 6. SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT(2/10TH')OF THE GRADING PLAN. AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE TO PREVENT EROSION. tU 6. THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF DISCREPANCIES,GRAPHICALLY SHOWN 2 QUANTITIES SHALL TAKE PRECEDENCE. 7. SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH(1")DIAMETER IN SIZE.ROCKS AND DEBRIS 6. HAY MULCH MUST BE WEED-FREE.HAY TO BE"CRIMPED"INTO THE SOIL SURFACE BY HAND ON STEEP 01 0.5 INCH(0.5")TO ONE INCH(1")SHALL NOT EXCEED 5 PERCENT(5%)BY VOLUME AND GRAVEL 0.6 INCH SLOPES.ON FLAT SURFACES A MODIFIED DISC PLOW MAY BE UTILIZED TO DRIVE THE HAY STEMS INTO THE 7. ALL MATERIALS USED SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN (0.6")TO 1.25 INCHES(1.25")SHALL NOT EXCEED 5 PERCENT(5%)BY VOLUME.PARTICLES SUCH AS SOIL TO REDUCE SURFACE WIND SPEEDS AND SOIL DESICCATION. APPLY AT THE RATE OF 3,000 TO 4,000 STANDARDS FOR NURSERY STOCK,PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. CONCRETE,BRICK,GLASS,METAL,WOOD OR PLASTIC GREATER THAN ONE INCH(1")SHALL NOT BE LBS PER ACRE(3360-4480 KG/HA).ADD AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE J] ALLOWED.THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH(1")SHALL NOT EXCEED 5 TO PREVENT EROSION. 8. ALL TREES MUST BE SOURCED FROM A REGION COMPARABLE IN CLIMATE TO THE HIGH ROCKIES(I.E. PERCENT(5%). WY,ID,CO,UT,MT) 7. FINE GRADE MULCH WITH INTEGRATED SOIL CONDITIONER SHALL BE USED IN AREAS PROXIMATE TO www.bluegreenaspen.com 8. SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH(3/4")DIAMETER IN SIZE.DRYLAND SEED ARCHITECTURAL STRUCTURES TO RETURN NUTRIENTS TO THE SOIL,REDUCE MAINTENANCE AND MINIMIZE O copyright blaegreen 9. TREES TO BE HEALTHY,FREE OF DISEASE AND PESTS,AND SINGLE-STEMMED UNLESS OTHERWISE NOTED. AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH(2")DIAMETER IN SIZE. EVAPORATION. MINI-NUGGET TYPE DECORATIVE BARK MULCH MAY BE USED IN CONJUNCTION WITH SOIL CONDITIONER WHEN SPECIFIED IN THE CONTRACT DOCUMENTS. Issuances and Revisions: 10. ALL PLANT MATERIAL SHALL BE INSTALLED PLUMB AND PER THE SPECIFICATIONS CONTAINED WITHIN THE 9. STOCKPILING-STRIPPING AND STOCKPILING OF INDIGENOUS SOIL(TOPSOIL)SHALL BE REQUIRED 2021.05.07 CONSTRUCTION-PERMIT CONTRACT DOCUMENTS. ANY NECESSARY STAKING AND/OR OTHER SUPPORTS MATERIALS/METHODS DURING CONSTRUCTION(EXCEPT AS WAIVED BY THE CITY OF ASPEN).THE REPLACEMENT OF THIS SOIL, 2021.05.24 PERMIT REVISION 1 SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PLUS ADDITIONAL SOIL AMENDMENTS,ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT, INSTALLATION. ONGOING HEALTH,AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT. SITEWORK ABBREVIATIONS 11. THE CONTRACTOR SHALL PRUNE EXISTING AND/OR NEW TREES ONLY PER LANDSCAPE ARCHITECT 10. THE SOIL SHALL HAVE NO HERBICIDES,HEAVY METALS,BIOLOGICAL TOXINS OR HYDROCARBONS THAT MAX MAXIMUM DIRECTION. IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANT. ARCH ARCHITECTURE MIN MINIMUM AVG AVERAGE MISC MISCELLANEOUS 12. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL TREES AND B&B SHRUBS FOR LANDSCAPE B&B BALLED AND BURLAPPED NIC NOT IN CONTRACT ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. BC BOTTOM OF CURB NOM NOMINAL BW BOTTOM OF WALL NTS NOT TO SCALE 13. ALL ROOT-WRAPPING MATERIALS THAT ARE NOT BIO-DEGRADABLE SHALL BE REMOVED FROM THE ROOT CAL CALIPER OC ON CENTER BALL.ROOT BALLS SHALL BE FREE OF WEEDS. IRRIGATION CF CUBIC FOOT(FEET) OPP OPPOSITE CIP CAST IN PLACE FOB POINT OF BEGINNING 14. SPECIFIED PLANT MATERIAL SIZES SHALL BE CONSIDERED MINIMUM SIZES. CJ CONTROL JOINT POC POINT OF CURVATURE CL CENTERLINE PED PEDESTRIAN 15. FINISH GRADE OF PLANTING BEDS SHALL BE ONE(1)INCH BELOW ADJACENT FLATWORK UNLESS CONC CONCRETE PERF PERFORATED SPECIFIED OTHERWISE. 1. REFERENCE IRRIGATION SHEETS IR100-IR103 FOR IRRIGATION PLAN AND DETAILS.SUPPLEMENTAL CONT CONTINUOUS PL PROPERTY LINE INFORMATION IS INCLUDED IN NOTES BELOW. CU CUBIC PVC POLYVINYL CHLORIDE 16. ALL VEGETATION PROPOSED FOR INSTALLATION OUTSIDE THE BUILDING ENVELOPE TO BE NATIVE UNLESS DEG DEGREE PVMT PAVEMENT OTHERWISE NOTED. PLANTING PROPOSED TO OCCUR OUTSIDE THE BUILDING ENVELOPE IS FOR 2. ALL NEW TREES AND SHRUBS TO RECEIVE DRIP-TYPE IRRIGATION. DEMO DEMOLISH,DEMOLITION QTY QUANTITY RESTORATION PURPOSES ONLY OR IS SPECIFIC TO UTILITIES RESTORATION. DIA DIAMETER R RADIUS 3. ALL REVEGETATED AREAS TO RECEIVE SPRAY-TYPE IRRIGATION FOR FIRST TWO GROWING SEASONS DTL DETAIL RE REFERENCE 17. SIX(6)INCH TOPSOIL SHALL BE PROVIDED FOR ALL LAWN,TURF,AND NATIVE PLANTING ZONES. MINIMUM. DWG DRAWING REV REVISION,REVISED EIGHTEEN(18)INCH PLANT MIX SHALL BE PROVIDED FOR ALL PERENNIAL PLANTING BEDS UNLESS EA EACH ROW RIGHT OF WAY OTHERWISE NOTED. 4. ALL PERENNIAL BEDS TO RECEIVE SPRAY-TYPE IRRIGATION. El EXPANSION JOINT SF SQUARE FOOT(FEET) EL ELEVATION SIM SIMILAR 5. ALL SPRAY-TYPE IRRIGATION TO BE DIRECTED AWAY FROM STRUCTURES. ENG ENGINEER SPECS SPECIFICATIONS 6. INSTALL SPRAY HEADS ALONG SIDEWALKS ON POP-UP RISERS. EQ EQUAL SQ SQUARE EQUIP EQUIPMENT STA STATION EXIST EXISTING STD STANDARD 7. LOCATE HEADS SO THEY ARE PROTECTED FROM TRAVEL AND DO NOT CAUSE WATER TO FALL ON PAVERS, EXP EXPOSED TBD TO BE DECIDED SEEDING/ FERTILIZER/ SOIL CONDITIONER/ SODDING MASONRY OR OTHER ARCHITECTURAL SURFACES. FFE FINISH FLOOR ELEVATION TC TOP OF CURB FG FINISHED GRADE THK THICK 8. ADJUST HEAD LOCATION IF SPRAY IS DETRIMENTAL TO OR BLOCKED BY TREE,SHRUB OR STRUCTURE, FIN FINISH TOPO TOPOGRAPHY MAINTAINING EVEN COVERAGE OF PLANTING AREAS. FL FLOW LINE TP TOP OF PAVEMENT/PAVER FF FOOT 1. ALL NEWLY REGRADED OR OTHERWISE DISTURBED SLOPES ARE TO BE REVEGETATED. 9. THE GENERAL CONTRACTOR IS TO COORDINATE SIZE AND LOCATION OF SLAB PENETRATIONS FOR GAUGE GAUGE(FEET) TS TOP OF RAMP GATS TOP OF STEP IRRIGATION EQUIPMENT WITH THE MECHANICAL CONTRACTORS. GC GENERAL CONTRACTOR TW TOP OF WALL 2. MINIMUM SIX(6)INCHES OF TOPSOIL TO BE PLACED IN AREAS TO RECEIVE SEED,TURF AND NATIVE HDPE HIGH DENSITY POLYETHYLENE TYP TYPICAL PLANTING.TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL(FREE OF WEEDS AND ROCKS). 10. INSTALL MAIN LINES TO SLOPE AT 1%MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OF HORIZ HORIZONTAL VAR VARIES FOR CITY OF ASPEN THE MAIN SYSTEM. HP HIGH POINT VEH VEHICULAR 3. SEED MIXTURES AND FERTILIZER SHALL BE APPLIED PER THE REQUIREMENTS OF THE GOVERNING HT(H) HEIGHT VIF VERIFY IN FIELD JURISDICTIONS,UNLESS OTHERWISE NOTED. 11. INSTALL 3/4 INCH POLYETHYLENE LATERAL LINES TO SLOPE AT 1%MINIMUM TO AUTOMATIC DRAIN IN INCH(INCHES) W WIDTH VALVES LOCATED AT LOW POINTS OF LATERAL SYSTEMS. IRR IRRIGATION W/ WITH 4. ALL SEED MUST BE CERTIFIED WEED FREE.NO SEED CAN CONTAIN ANY SPECIES ON THE CITY,COUNTY JT JOINT W/O WITHOUT OR STATE NOXIOUS WEED LISTS.SEED MIX SUPPLY SHALL HAVE THE CERTIFIED SEED(BLUE TAG)OR 12. TRENCHES TO BE OF SUFFICIENT DEPTH TO PROVIDE 18 INCHES OF COVER OVER LATERAL LINES. L LENGTH WT WEIGHT SOURCE IDENTIFIED SEED(YELLOW TAG)ATTACHED.ONLY SEED WITH A COMPLETE ANALYSIS LABEL ON SLEEVED LINES SHALL HAVE A MINIMUM COVER OF 24 INCHES. TRENCHES ARE TO BE BACKFILLED WITH LP LOW POINT YD YARD(YARDS) t ACCEPTED.THE AGAND A CURRENT GERMINATION TEST CONDUCTED BY AN ACCREDITED LABORATORY WILL BE MATERIAL FREE OF ROCKS GREATER THAN 3/4 INCH IN DIAMETER. LT LIGHT �,r�C.�110 NF 13. INSTALL BACKFLOW PREVENTER(S)IN COORDINATION WITH THE GENERAL CONTRACTOR. BACKFLOW 5. SEEDING SHALL OCCUR IN THE EARLY SPRING AND LATE FALL.SEEDING SHALL NOT BE PERFORMED WHEN PREVENTERS SHALL BE INSTALLED PLUMB AND SQUARE WITH ADJACENT PAVEMENT EDGES OR THE GROUND IS FROZEN.FOR WARM SEASON SPECIES,SEEDING IN LATE SPRING OR EARLY SUMMER IS STRUCTURES.COLOR,BLACK. .11O;I2008 MORE LIKELY TO ACCOMPANY TEMPERATURES WARM ENOUGH TO SUPPORT GERMINATION.SEED THE SITE MASTER FINISH SCHEDULE AS SOON AS FINAL GRADING AND IL PLACEMENT HAVE O MINIMIZE AND 14. rI BOX HEAD BOX LOCATIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR WEED ESTABLISHM NTT ON HE PROJECT.DU NG PER ODS OF IME WHEN SEEDING CAN OT BE TONSTALLA ION.COLOR,BLACK DESCRIPTION/ SPECIFICATION b(�� tr�a1� - ACCOMPLISHED,SOILS SHALL NOT REMAIN UNPROTECTED. DETAIL \ r�/c;' •, 15. THE FINAL LOCATION AND EXACT POSITIONING OF THE CONTROL STATION SHALL BE APPROVED BY THE 6. UNLESS OTHERWISE NOTED,HAND BROADCAST OF SEED SHALL BE USED ON ALL SLOPES,INCLUDING OWNER'S AUTHORIZED REPRESENTATIVE OR GENERAL CONTRACTOR PRIOR TO INSTALLATION. VEHICULAR UNDYED CONCRETE;SAND FINISH THOSE THAT ARE STEEP(GREATER THAN 33%),EXTREMELY ROCKY,REMOTE OR INACCESSIBLE. SEED CONCRETE fir '' J RATE WILL VARY PER SEED MIXTURE SPECIFIED. BROADCAST SEEDING REQUIRES DOUBLE OR TRIPLE THE 16. VALVE BOXES SHALL BE INSTALLED FLUSH WITH FINISH GRADE. ALIGN VALVE BOXES WITH ADJACENT SEEDING RATE OF DRILL SEEDING,AND CALIBRATION OF SEEDING RATES IS LESS PRECISE THAN WITH PAVEMENT EDGES OR STRUCTURES. VALVE BOXES TO BE PLACED A MINIMUM OF 12 INCHES FROM AND PEDESTRIAN UNDYED CONCRETE;SAND FINISH DRILL SEEDING. SOILS TO BE RAKED OR HARROWED TO ELIMINATE CRUSTING BEFORE ACCEPTING PARALLEL TO CURBS AND WALKS. GROUPED VALVES TO BE EQUALLY SPACED AND PARALLEL.CONCEAL CONCRETE BROADCAST SEED. CARE SHALL BE TAKEN TO ENSURE UNIFORM COVERAGE(EVEN SEED APPLICATION ALL BOXES IN PLANTING BEDS WHERE POSSIBLE AND COVER WITH MULCH.VALVE BOXES SHALL BE RATES)OVER THE AREA. SEEDING SHALL NOT OCCUR DURING WINDY WEATHER. INTEGRAL PLASTIC WITH BOLT DOWN LID;COLOR,BLACK. STONE EXISTING FLAGSTONE TO MATCH. PAN ABODE 7. HAND RAKE SEED INTO TOPSOIL NO MORE THAN 3/4 INCH DEEP TO COVER. SOIL/SEED CONTACT IS 17. CONTRACTOR TO MAINTAIN A SET OF"AS-BUILT"DRAWINGS THROUGHOUT THE COURSE OF FLATWORK CRITICAL FOR GROWTH. CONSTRUCTION AND DELIVER THESE DRAWINGS TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT UPON COMPLETION OF WORK. DECKING/ DELTA MILLWORKS THERMAL TREATED CEDAR WOOD 8. DRILL SEEDING,WHEN INDICATED IN THE CONTRACT DOCUMENTS,MAY OCCUR ON SLOPES OF 33%OR FENCING 211 W.HOPKINS AVENUE FLATTER BUT NOT IN AREAS OF EXTREMELY ROCKY SOILS. SEED TO A DEPTH OF 1/4 TO 1/2 INCH. DRILL 18. EXCAVATIONS TO BE BACKFILLED TO PROCTOR DRY DENSITY,MINIMUM. THE CONTRACTOR SHALL ASPEN,COLORADO 81611 TUBE SPACING SHOULD BE SIX(6)TO SEVEN(7)INCHES. SEEDING SHOULD BE CONDUCTED ALONG THE REPAIR SETTLED TRENCHES FOR ONE YEAR AFTER COMPLETION OF WORK. THE CONTRACTOR SHALL DRAINS AND ACO POLYMER PRODUCTS K100S SERIES SLOT DRAIN,OTHERS TBD CONTOUR OF THE SLOPE TO AVOID EROSION FROM WATER FLOWING DOWN DRILL FURROWS. SEEDING WARRANT THAT THE SYSTEM WILL REMAIN FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A GRATES RATE INDICATED IN THE DRAWINGS IS CONSIDERED A MINIMUM RATE. PERIOD OF ONE YEAR AFTER COMPLETION OF WORK. 9. HYDROSEEDING,WHEN INDICATED IN THE CONTRACT DOCUMENTS,SHALL BE SPRAYED ON A ROUGHENED 19. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UILITIES AND IN EXISTING AGGREGATE PROJECT NO: SLOPE USING A HYDROSEEDING MACHINE AND SHALL BE USED TO REACH AREAS THAT ARE INACCESSIBLE TREE ROOT ZONES. THE CONTRACTOR MUST VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES TYPE 1:6"-z"ROUNDED DARK GRAY PEBBLES 22037.00 BY BROADCAST METHODS.USE SHALL BE LIMITED TO STEEP(GREATER THAN 33%),INACCESSIBLE AND BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. DAMAGE CAUSED BY OR DURING THE SLOPES IN AREAS WITH ADEQUATE AND DEPENDABLE MOISTURE DURING THE GROWING SEASON. PERFORMANCE OF WORK IS TO BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUST SLIDING GATE HYDROMULCHING MUST OCCUR AS A SEPARATE PROCESS AFTER HYDROSEEDING.DO NOT MIX SEED AND SPRINKLER LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES(FIRE HYDRANTS,TRANSFORMERS, HARDWARE PYLEX SLIDING GATE SYSTEM,WWW.BESTMATERIALS.COM(DECK-11052-1) MULCH TOGETHER IN ONE WATER APPLICATION PROCESS AS THIS WILL PREVENT SEEDS FROM COMING ETC). INTO CONTACT WITH THE SOIL. SHEET TITLE: 20. FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING CONCRETE 10. SEEDED AREAS SHALL BE MAINTAINED FREE OF WEEDS TO ALLOW THE DESIRED VEGETATION TO THRIVE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. PAVERS UNDYED CONCRETE;SAND FINISH notes WITHOUT THE CROWDING TENDENCIES OF AGGRESSIVE WEEDS. 21. IRRIGATION SYSTEM ARE TO BE COMPLETELY DRAINED ANNUALLY TO PROTECT PIPES FROM BURSTING 11. ALL PLANT MATERIAL SHOULD RECEIVE AN ORGANIC FERTILIZER IN LIMITED APPLICATION FOLLOWING PRIOR TO FREEZING TEMPERATURES. INSTALLATION.TYPE AND APPLICAION RATE AND METHOD OF APPLICATION TO BE SPECIFIED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT. 22. PROVIDE CONDUIT/SLEEVES AS REQUIRED FOR IRRIGATION LINES THROUGH PAVEMENT AND OTHER SCALE:1"=8'-0" HARDSCAPE ELEMENTS.COORDINATE INSTALLATION OF WORK TO ENSURE ALL ISOLATED PLANTING 12. EXCESS FERTILIZER SHALL BE DISPOSED OF PROPERLY OFF-SITE. IT SHALL NOT BE DISPOSED OF IN AREAS RECEIVE ACCESS TO THE IRRIGATION SYSTEM. L0 0 STORM DRAINS AND/OR DRYWELLS. Pr LEGEND TREE REMOVAL SUMMARY SYMBOL TYPE SIZE QTY. C A EX.CONIFER TO REMAIN VARIOUS 7 Submit tree removal permit- architecture/urban design/interior design EX.DECIDUOUS TO REMAIN VARIOUS 5 500 w.main st. 1830 blake st. \ \ aspen,co 7893` vo 970.5a 9006 81611 den80202 1 303.308.13737 4��'.° EX.CONIFER TO BE REMOVED 4"-18"CAL. 8 \ I..% Consultants: �::) EX.DECIDUOUS TREE TO BE REMOVED 6"-12"CAL. 4 ouscsaewc sT SUI TE zoz ASPEN,CO e6t t WEST' TEL:940.945.675 CONTACT:SHERI SANZONE NOPKINS AVENUE \ \ TOTAL MITIGATION VALUE FOR REMOVED TREES: $54,942 TREE MITIGATION SUMMARY C - I0Ew',./( TOTAL MITIGATION VALUE OF PROPOSED NATIVE TREES(REFER TO PLANTING PLAN):$15,544.50 i DI RI TOTAL MITIGATION VALUE FOR REMOVED TREES: $54,942 tV PER LAND USE APPROVAL RESOLUTION ORDINANCE#022 SECTION 2,NO MITIGATION REQUIRED FOR REMOVAL OF TREES. D --"'w4.4 // I -- ;- .. ® TOTAL REMAINING: $0 Nif - NOTES: www.bluegreenaspen.com •,���� I / . 1. TREES REMOVED TO ACCOMMODATE FOR CONSTRUCTION OF NEW RESIDENCE AND/OR IN p coPyriynt 5luegreen RESPONSE TO POOR HEALTH. 1YB " 'I , 2. FOR PRESERVATION OF EXISTING TREES TO REMAIN,REFER TO PLANTING PLAN(LA 200). 40„ I 3. REFER TO PLANTING PLAN(LA200)FOR MITIGATION. Issuances and Revisions: I ". ' 1` 1 2021.05.07 CONSTRUCTION-PERMIT 1/4, ® 4. EXISTING TREE(S)TYPE,LOCATION,SIZE AND CALIPER BY OTHERS;REFER TO SURVEY. ®�,A 2021.05.24 PERMIT REVISION 1 A' � �� 5. ALL EXISTING TREES TO BE REMOVED ARE REPRESENTED HERE,INCLUDING THOSE NOT �� * MEETING THE 4"/6"CALIPER STANDARD(I.E.NOT REQUIRING MITIGATION). yr� ®� r I e, 0�S �so .4„.4100 ��4/� PR ,�I LEGEND ' 'Is --- PROPERTY BOUNDARY II, — ;)„ / EXISTING SETBACK LINE ,, j' r / PROPOSED SETBACK LINE r r / FOISTIRG RESIDENCE —TPF TPr— TREE PROTECTION FENCE / i / FOOTPRINT i r TREE PROTECTION ZONE y / /t �z TREE TABLE • �7 J ---// .., / / O DIAMETER MAXIMUM �� - i 2t m PROPOSED HISTORIC RESIDENCE TREE# SPECIES (IN.) VALUE MITIGATION ~ /~ FOOTPRINT-REMOVAL OF NON-HISTORIC 1 CONIFER 14 $6462 C : i ti mi4 ® i / / 2 CONIFER 8 $2110 /j__- \ /r / 3 DECIDUOUS 12 $5087 r 4 CONIFER 12 $4748 r . / 5 DECIDUOUS 12 $5087 r �\ \ / / 6 CONIFER 14 $6462 FOR CITY OF ASPEN w ) L., x; / 7 CONIFER 9 $2671 /v W i I PROPOSED RESIDENCE 8 CONIFER 12 $4748 // // ` / FOOTPRINT 9 CONIFER 12 $4748 / 10 CONIFER 11 $3989 4®A �i.�y / 11 DECIDUOUS 9 $2861 �tLQT�,�1� ONF y��",! %� // 12 DECIDUOUS 13 $5970 f� j. ���iy TOTAL $54,942 � Pamr sr�� / •110iR008'e c ,,4 ♦�1 4 � r le s��) (��/t ntnal Da" � � � NOH DISTURBANCE 'r��:' / � WITHIN TREE DRIPLINE �MCSS•'" a A_.N - 4 z z n ��� v ► ��®� ®► / PAN ABexf ODE �� , 2 EXISTING TREE(S)TO REMAIN —f ` / 211 W.HOPKINS AVENUE y� ,�� _��. III CHAINLINK FENCING TO BE PROVIDED AND ASPEN,COLORADO 81611 '� / MAINTAINED AT TREE DRIP LINE ,.� _ ' EXISTING GRADE TO REMAIN --` \ 1 —III— PROJECT NO: © 'i, 22037.00 \ - A-LEI,e�OCK s3 III I71 I NOTE: SHEET TITLE: 1. ADDITIONAL PROTECTION OUTSIDE AT TREE DRIP LINE MAY BE REQUIRED(EX.12 IN.OF MULCH). tree mitigation pall 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. SCALE:1"=18'-0" �1� TREE PROTECTION FENCE iiiii L 0 0 L100/ SCALE: 1/4"= 1'-0" north Pr LEGEND C A -- PROPERTY LINE SETBACK LINE architecture/urban design/interior design 500 w.main st. 1830 Blake s[. aspen,co 81611 denver,co 80202 2893 970.544.9006 303.308.1373 HARDSCAPE Consultants: >o°'°o° BwEGREEN ° ° ° ° ° SNOW MELT(PER MEP) SPRING 1T.su1TE sw ASPEN, CO Bt6tt C IA 1Y19 WIDTH TO MATCH EXISTING EDI r .,ae (VERIFY IN FIELD) 0.1 M jiktielit e / w-- ve ,-- 7YP --_--_---- www.bluegreenaspen.com / • I / - __ p copyright bluegreen / i, of Issuances and Revisions: \ 7893 2021.05.07 CONSTRUCTION-PERMIT ,-41, ______i \ // / 2021.05.24 PERMIT REVISION 1 \ 1 11., P l . . II N A91141/...---",/e7\ // ___ _____ z„ , �.4 - ��r1 / i 6 y7 / DECK ENLARGEMENT SEE - / p / 6/, * L804 /'Nnf l 7. A P s/ ' CONCRETE PAVERS 41 \ „� -- -_ ENLARGEMENT RE 1/L805S q0,3 \ i�� -- O �\ �/ ' 1 J= •w' FOR CITY OF ASPEN / B�: /67YP �/I �� I// --_ i t Qs,/ �4/--7 .4 � / .2..-�10 0NF / / / g YP // '�7� ,./1/ �/ .i�Otl e ��InmalDa" og��Jmd 'Y o• : AjALIGN GATE TO ARCH711 / O� //// / tREVEAL o / \ ,. o/r l 'T I / �// PAN ABOD 'fq'�1 �� \ ASPEN COOLORADOE81611 ..:! , � CA r PROJECT NO: u' 22037.00 SHEET TITLE: layout plan SCALE:1"=8'-0" liii L200 north LEGEND —— PROPERTY BOUNDARY -- -- -- — ---- _ SETBACK LINE architecture/urban design/interior design -- _ 500 w.main St. 1830 blake st. aspen,co--- 7893co 822 o o PROPOSED FENCE RE L301 g70.544.90061t den303.308.0303 Consultants: WOOD DECKING ...N .P.I,Ec. BLUEGREEN Poo S.SPRING ST.SURE 202 WE ASPEN CO 81611 'i $T HOP/(1 IRREGULAR SANDSTONE PAVING TEL 040 e458675 CONTACT.SHERI SANZONE N$AVENIJE $� STONE PAVING 17 �EwA'K \ s HISTORIC MARKER- RE 6/L803 a)) GRAVEL MAINTENANCE EDGE >- 01 �n + + + + + + + + + ++ I + - - - PEDESTRIAN CONCRETE PAVIN El G + + + + + + + + + __ - MAILBOX 4w Om + + - + + +▪+ + + + +▪ ++ �%%�%%� VEHICULAR CONCRETE PAVING �_ l / + +++i+ -- +++ 1+++++ / �- ww.bIu Y99hebluPeen.0 sgir \ + ++ +®-- +++++1++++ -•-•-•-•�•-•-•-•-•-s, RAISED CONCRETE PAVING / 4 "�+ +� i SANDSTONE DRY WELL COVER RE 11&12/L801 Issuances and Revisions: / ® 7893 ▪+ , 1.A + ++ i 2021.OS 24 CONSTRUCTION-PERMIT 4++ - \+ CONCRETE PAVERS 2021.05.24 PERMIT REVISION 1 SANDSTONE WALKWAY WITH PLANTED JOINTS YU////////////////A CONCRETE WALL 30"FENCE SEE FENCING PLAN L301 ®Ail, +��` _, i - RE 5&9 L801 SANDSTONE PAVERS 5/L801 =- � / ▪ \ CONCRETE -PAVING 6/L801 PLANTING RE L401 HARDSCAPE DRAIN RE CIVIL - - - - /� • k' j = MAINTENANCE EDGE RE 11/L802 6"FLOATING SIDEWALK RE 7/L801 NOTES --7 -� / Ay \��� 1.ALL AREAS WITHIN TREE DRIPLINES NEED TO USE ill _ / — �� FLOATING SIDEWALK DETAIL FOR CONCRETE �- L �� WALKWAY CONSTRUCTION. EXISTING TREES �� •" BOLLARD LIGHT RE LIGHTING / STEP 8/L801 4 Z DECK RE 1804 I* .4 CONCRETE BANDS RE 3/L801r777 / / m 6'FENCE SEE FENCING PLAN 1301 _\ r-,�-�\ 'y4gd _ / PLANTING RE L400 �' ;� ,1\ CONCRETE PAVERS RE 3/L801 /� �:'� \_ IV / Jf"'�® V\ / p 6'FENCE SEE FENCING PLAN L301 RAISED SNOWMELTED CONCRETE WALKWAY RE 1/L801 1/ �;�_v. ®o ` ai`lirm SNOWMELTED CONCRETE PAVING 6/L801 / i \ ._ / FOR CITY OF ASPEN � ii l��----'-l� I //l/ 4,,' ..\ ) �NFnot �� :` 1, 3 �10 O /� 6'FENCE SEE FENCING PLAN L301 / •VO�12008�a fi �g /�l r t„mal Da' �, / 0 p `4 4 PROPOSED UTILITY LOCATION RE MEP 9 /� r ' 7 - SNOWMELTED CONCRETE PAVING RE 6/L801 TRANSFORMER RE MEP �- f - -_ I / 6'FENCE SEE FENCING PLAN L301/ PAN ABODE GENERATOR RE MEP " j GATE AND FENCING SEE FENCING PLAN L301 -- //��+��4 ° a PR�PO$- �" 4 °0� J SLIDING GATE RE 7/L803 �' '. Y CONCRETE WALL RE 10/L801 �/ ° d � � ��V� 1 ���f-si may' �"4 1- 211 W.HOPKINSAVENUE CONDENSING UNITS RE MEP \\" a // ti :ryz�Anegua ems. ®��.. �Y ��=44444 444-4.,r-��yr.�: TRENCH DRAIN RE CIVIL ASPEN,COLORADO 81611 S l:���:�:�:0�����������• BEAR PROOF TRASH ENCLOSURE / 4! •• • or ..,14:44:::::_ SNOWMELTED VEHICULAR CONCRETE RE 2/L801 o ��2:: � PROJECT NO: i0, " ';�itif 22037.00 c , A« V BCOOK .41 are) $3 SHEET TITLE: / materials plan SCALE:1"=8'-0" iiii L300 north LEGEND —— PROPERTY BOUNDARY A SETBACK LINE p —- -— — ---- architecture/urban design/interior design PROPOSED FENCE TYPE 1 500 w.main st. 1830 blake st. aspen,co 11 denver,co >89,` 970.54 9006303.308.113773 \ — -- PROPOSED FENCE TYPE 2 ,onsul ants: Consultants: PROPOSED FENCE TYPE 3 BLUEGREEN w Poo s.SPRING ST.SUITE 202 ASPEN,CO 81611 \ ES T Hop N PROPOSED FENCE TYPE 4 CONTAC.T SHERI coNTACT458675snrvzorvE 3 AVENUE PROPOSED FENCE TYPE 5 I O y EwALK--- DECKING / I ,A HARDAPE NOTES www.bluegreenaspen.com / 1.ALL AREAS WITHIN TREE DRIPLINES NEED TO USE O copyright bluegreen / \ I r / -- -- FLOATING SIDEWALK DETAIL FOR CONCRETE j\/ \ WALKWAY CONSTRUCTION. Issuances and Revisions: \ 17893 2021.05.07 CONSTRUCTION-PERMIT / \/ 2021.05.24 PERMIT REVISION 1 jr:ipia FENCE TYPE 2-30"HT-RE 2/L802 rr • / �I���ir TRANSITION FROM FENCE TYPE 2 TO FENCE TYPE 3 / FENCE TYPE 3-6'HT-RE 3/L801 / ®,�,, ----- !I/ iiiir -**1..::......"411141k ( i q // � 7 I Permission from City Use original fence N if Forester will be post holes for fence or ��� q ` // required for location of get approval from City �• fence posts in dripline Forester in writing �w i >, of tree. 77 ..v..4..,.....e. II / FENCE TYPE 5-6'HT-RE 8/L802 \ _ - / / m FENCE TYPE 1-6'HT-RE 1/L801 1�GATE TYPE 3-6'HT-RE 9/L802 �_ - r / (V GATE TYPE 2-6'HT-RE 5/L802 11/ v Q. iiiiiiii � FENCE TYPE 4-6'HT-RE 6/L802 CDf T/ \\ FOR CITY OF ASPEN o// ,/� I i 1.7 -- \,1 I , .11008 FENCE TYPE 4-6'HT-RE 6/L802 / - , Al f- 104'ma) ? m t4 Pr ```- / ------ 1 1/% GATE TYPE 1-6'HT-RE 4/L802 GATE TYPE 3-6'HT---• 9/L802 1,--..e._ i ii /���� PAN ABODE ri ______ c _ /�'� P / FENCE TYPE 1-6'HT-RE 1/L801 GATE TYPE 3-6'HT-RE 9/L802 - �oss4; OPQS;J 8•S ��°j SLIDING GATE-6'HT-RE 7/L803 - • Er84CK I �� GATE TYPE 1-6'HT-RE 4/L802 211 W.HOPKINS AVENUE FENCE TYPE 4-6'FIT-RE 6/L802 \ g ________A_ --- ASPEN,COLORADO 81611 co PROJECT NO: -------` 22037.00 ALLEV BLOCK 53 SHEET TITLE: fencing plan SCALE:1"=8'-0" iii L301 north Pr LEGEND —r--- 7---- SYMBOL ABBR. COMMON NAME BOTANICAL NAME SIZE HEIGHT QUANTITY SPACING A TREES architecture/urban design/interior design kill,* EXISTING TREES 500 w.main st. 1830 blake st. aspen,co 81611 denver,co 80202 970.544.9006 303.308.1373 OConsultants:SUITE Am QUAKING ASPEN MULTI STEM POPULUS TREMULOIDES B&B N/A 7 PER PLAN You can plant these TE�e40.94 as;;eU but they will not be CONTACT:eaEa s�ZoHE allowed to be used to0 offset mitigation. Qa QUAKING ASPEN POPULUS TREMULOIDES 5" N/A 2 PER PLAN Single stems are allowed to be used for q L offsetting mitigation. i Qa COLUMNAR SWEDISH ASPEN POPULUS TREMULA'ERECTA' 5" N/A 1 PER PLAN ptRI v SHRUBS �y www.bluegreenaspen.com Ca RED TWIG DOGWOOD CORNUS ALBA'SIBIRICA' B&B 30-36" 5 PER PLAN O copyngh[bluegreen Issuances and Revisions: O Ra WHITE BUD DWARF MUGHO PINE PINUS MUGHO'WHITE BUD' 5 GAL 24-36" 46 PER PLAN 2021.05.07 CONSTRUCTION-PERMIT 2021.05.24 PERMIT REVISION 1 PERENNAILS 897 SF SPOTTED NETTLE LAMIUM MACULATUM #1 GAL. 20 PER PLAN GRAPE HOLLY MAHONIA REPENS #1 GAL. 20 PER PLAN CREEPING JACOBS LADDER POLEMONIUM REPTANS #1 GAL. 20 PER PLAN JACOBS LADDER POLEMONIUM CAERULEUM #1 GAL. 20 PER PLAN VARIGATED LEMON THYME PENSTEMON SPP. #1 GAL. 20 PER PLAN LEMON THYME THYMUS SERPHYLUM #1 GAL. 20 PER PLAN ARKANSAS BLUESTAR AMSONIA HUBRICHTII #1 GAL. 20 PER PLAN FOAMFLOWER TIARELLA CORDIFOLIA #1 GAL. 20 PER PLAN GROUND COVER SOD 796 SF MULCH 395 SF NOTES 1.TRANSITIONS BETWEEN PERENNIAL MIXES WILL BE SOFT TRANSITION ZONES. FOR CITY OF ASPEN •110112008 /t r% - og�t d 1Ir-"'Y \ 6 .. lllill . % PAN ABODE 211 W.HOPKINS AVENUE ASPEN,COLORADO 81611 PROJECT NO: 22037.00 SHEET TITLE: plant schedule SCALE:1"=8'-0" L400 LEGEND —r--- 7 SYMBOL ABBR. COMMON NAME BOTANICAL NAME SIZE HEIGHT QUANTITY SPACING A TREES architecture/urban design/interior design — \ °__ EXISTING TREES aspen.co 81611 denver,no180202 7893_ 970.544.9006 303.308.1373 O Consultants: Am QUAKING ASPEN MULTI STEM POPULUS TREMULOIDES B&B N/A 7 PER PLANu,:cRE.u.,�. 0.SPRING sr SUITE 202 w \ 81611 EST \ CONTACTpG ER s�OGRE NOPKINsAVE:so.�s.s,s .::::::: ' QaQUAKING ASPEN POPULUS TREMULOIDES 5 N/A2 PER PLAN • •' - .'...'.... .. ........... C ...........'.'.•.. SIOEwgCK 1 a01i .•.•.•.•. QaCOLUMNAR SWEDISH ASPEN POPULUS TREMULA ERECTA 5 N/A1 PER PLAN — 0 RI • ......... :' 01 ���':..:..::.•.::.•..:::......+./ �... SHRUBS drtilitit::::; Ape *A ,`��P�- `•• ',:::::.::: �- � 0 �1� www.bluegreenaspen.com ��,-, ': L +aVitelij ►y Ca RED TWIG DOGWOOD CORNUS ALBA'SIBIRICA' B&B :::: + AI'ti-'.:.'..' Ra WHITE BUD DWARF MUGHO PINE PINUS MUGHO'WUD' SGAL " 46 PER PLAN 101.4* * --r4 I .....'.. g 2021.05.24 PERMIT REVISION 1 i� Ili e�� / ��I3 � P" �. `�' r.;y�� Q@4 :i,.��� � i�eit;��?i,.�.-, PEREN NAILS a`�11p 41a�;.yy1Qy/ r • ,,, e , e``,�' I 897 SF • �� � t /'/'%. SPOTTED NETTLE LAMIUM MACULATUM #1 GAL. 20 PER PLAN ,n/ �'� �• ®°�'"i,.�R' � GRAPE HOLLY MAHONIA REPENS #1 GAL. 20 PER PLAN // !('_.. , YY CREEPING JACOBS LADDER POLEMONIUM REPTANS #1 GAL. 20 PER PLAN JACOBS LADDER POLEMONIUM CAERULEUM #1 GAL. 20 PER PLAN !� ' #1 GAL. 20 PER PLAN �`� �9 VARIGATED LEMON THYME PENSTEMON SPP. , • C` LEMON THYME THYMUS SERPHYLUM #1 GAL. 20 PER PLAN �� �`' if ARKANSAS BLUESTAR AMSONIA HUBRICHTII #1 GAL. 20 PER PLAN .� �® / �" FOAMFLOWER TIARELLA CORDIFOLIA #1 GAL. 20 PER PLAN / t, / "---_i// GROUND COVER i i , ,Li , IP // Q Please include the -emu ioat / ii species of the sod OD 796 SF .•rr. • 4 ® - // �� ,r � MULCH 3955E 61* • pJe9 ®0/2..W.fr#C7711.11111W1 i fail .T c, i -----------, —Jou/ --------- makofrvii -----46 . ok•gt NOTES c/ 1.TRANSITIONS BETWEEN PERENNIAL MIXES WILL BE �- -�' SOFT TRANSITION ZONES. FOR CITY OF ASPEN (,.)O// /� i ,fil HYDROZONE MAP HYDROZONE LEGEND \ o t IRRIGATION HYDROZONES SQUARE FOOTAGE t Q N // r ZONE 1-PERENNIAL PLANTINGS- 565 SF ) 1 / 1-..., / // ///// LOW WATER ............... ............... ............... ............... ................ ............... y i/ • ZONE 2 TURF PLANTING MEDIUM 796 SF •1/S1l2008�e / I W /t Innal Da'��/ a :: ,' 4;1' ZONE 3-SHRUBS-LOW WATER 343 SF `, /! - ZONE 4-SHRUBS-MEDIUM WATER 88 SF �r��• �i �F� �. % ge ZONE 5-TREES-MEDIUM WATER 971 SF �� I a b r �; �� t0,4 Is � NOTES PAN ABODE / r 1.ALL PLANTING AREAS TO BE IRRIGATED. P/,2pPOS` �\ \\ D< i/ tvo Q@ Ary' .f4 2.REFERENCE SOIL AMENDMENT CRITERIA AND PREPARATION ,�8r� i/ Fe - NOTES ON SHEET L002 FOR COMPLIANCE WITH THE CITY OF '''` ASPEN WATER EFFICIENT LANDSCAPING STANDARDS. ACK \ ,� 'c/ �yo� 211 W.HOPKINS AVENUE • I HAVE COMPLIED WITH THE CRITERIA OF THE WATER ASPEN,COLORADO 81611 C. - EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEMv v es; ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE / — r j LANDSCAPE IN THE PLANTING PLAN / PROJECT NO: i22037.00 AIIE t 9., 05/03/2021 _-_ r Y BOCK 53 / NAME m\ DATE SHEET TITLE: t / Asignatureofa planting plan qualified landscape design professional is required SCALE:1"=8'-0" iii L401 north NO DISTURBANCE rPi '— WITHIN TREE DRIPLINE z z a a architecture/urban design/interior design 0 0 500 w.main st. 1830 blake st. PREPARED PLANTING MIX. DEPTH w CI: aspen,co 81611 denver,co 80202 MINIMUM 18"UNLESS V C 970.544.9006 303.308.1373 OTHERWISE NOTED ~ ~ Consultants: GALVANIZED STEEL EDGING WITH EXISTING TREE(S)TO REMAIN vevv,m ROLLED TOP,14 GAUGE. TOP OF BLUEGREEN 300 S. III A II (Il Ii I 4 [11611il'1 EDGING TO BE 1/2"ABOVE FINISH CHAINLINK FENCING TO BE PROVIDED AND ASPEN,CO8Ges11 r.SUITE.zoz IIIIIIIIIIIIIII�"' GRADE MAINTAINED AT TREE DRIP LINE CONTACT:snC075 snrvzorvE �I1II� LAWN PLANTING;6"UNLESS OTHERWISE NOTED — �y- — ` STAKE EXISTING GRADE TO REMAINC RI a) 11I III-III-III - -I III 1=1 =1 III-I I I I- cri 1-I -1 I I-III -1 1=1 11-1 1=11 I1 1 11 11=I 1I .71 - _ II- NOTES: N1. ADDITIONAL PROTECTION OUTSIDE AT TREE DRIP LINE MAY BE III-1 1-1 1 1. ALL EDGER JOINTS SHALL BE HAND TIGHT BUTT REQUIRED(EX.12 IN.OF MULCH). JOINTS UNLESS OTHERWISE SPECIFIED. 2. FENCE MAY BE CONTINUOUS TO PROTECT MULTIPLE TREES WWW.bluegreenaspen.com 2. STEEL EDGING SHALL BE SAW CUT AND BUTT 3. MAINTAIN FENCE THROUGHOUT CONSTRUCTION. O copyngnt bise9reen JOINTED FOR ALL ANGLES GREATER THAN 45 4. REFER TO LOCAL,STATE AND FEDERAL JURISDICTIONS AND DEGREES. GOVERNING BODIES/AGENCIES FOR ADDITIONAL REQUIREMENTS. Issuances and Revisions: 3. ALL CUTS SHALL BE SANDED SMOOTH AND DEVOID OF SHARP EDGES. 2021.05.07 CONSTRUCTION-PERMIT 2021.05.24 PERMIT REVISION 1 /61 STEEL EDGER (-3- TREE PROTECTION FENCE \80/ SCALE: 1-1/2"= 1'-0" \80/ SCALE: 1/4"= 1'-0" REMOVE STAKE OR ANY TEMPORARY NOTE: TRELLIS DEVICE. EXISTING SPRAY PAINT MARKING ON TRUNK SHOULD EQ. EQ. BE ORIENTED TO THE NORTH WHEN TREE IS PLANTED ROOT CROWN SHALL BE SET 1-2 INCHES :op BACKFILL MIX WITH SPECIFIED PERENNIAL;REFER TO PLANT LIST ABOVE FINISH GRADE,NOTE THAT ROOT 12"MAX 'y AMENDMENTS FOR SPACING 2"TO 3"MULCH LAYER EDGE OF PLANTING BED CROWN MAY BE BURIED IN ROOT BALL ,tea ,1AND SHOULD BE EXPOSED TO it\ FINISH GRADE v 41. 4 1 r, APPROPRIATE DEPTH AT STRUCTURAL ,I ROOT TO DETERMINE PLANTING DEPTH. 1=1 Ipit 1 III IIREMOVE CONTAINER AND r O O \ ' �, LOCATE GENTLY THE ROOT EMOVE OROWN FLAIR ATL AS NEEDED O` LOOSEN ROOTS C���� ��1— I'L 1 = `��\ I ! BASE OF TRUNK STEM.PLACE ON eN•••• ..a UNDISTURBED PERENNIAL PLANTING PLAN- �` A j� SUB-GRADE PEDESTAL.KEEP MULCH 1-2 SECTION SOIL TRIANGULAR SPACING UNLESS / INCHES CLEAR FROM THE TRUNK. TREE FABRIC W/ Apt. OTHERWISE SHOWN GROMMETS ON REMOVE ENTIRE WIRE BASKET AND WEAVE VINE BRANCHES INTO SCREEN, BURLAP. LOOSEN SOIL AROUND PLANT ROOTS EACH MAJOR STEM. STARTING AT BOTTOM.TIE LARGER PRIOR TO PLANTING ALL MAJOR ROPES AT TOP OF BALL SHALL BE CUT. BRANCHES LOOSELY TO SCREEN,IF STEMS SHOULD BE REMOVE TOP 12 INCHES OR 2/3 OF NECESSARY WITH BIO-DEGRADEABLE SOIL PEP(1"TOP DRESS)ANNUALLY; WIRED TOGETHER. I BURLAP,WHICHEVER IS GREATER. TIES. SOIL PEP TO BE HELD AWAY FROM REMOVE ALL OF BASKET&ALL TWINE. PLANT STEM/BASE 3"THICK GREENSCREEN IS PANEL GUY WIRES(3) MULCH ATTACHED TO 3"SQ.POST(TYP.)FOR 3 IN.SAUCER(MAX.)FIRMLY FORMED FREESTANDING APPLICATIONS. SAUCER(USE TOPSOIL). ANGLE OF PREPARED PLANT MIX. DEPTH �. REPOSE VARIES WITH STEEPNESS OF 1 SLOPE AND SOIL TYPE(WHERE MOUNTING CLIP MINIMUM 18 IN.UNLESS OTHERWISE —7 II I- DIRECTED ONLY) -- - -- h - NOTED I V\/ _\ �1\A/V SUB SOIL ANCHOR COMPACTED FILL OR UNDISTURBED \/ / /\ \ PLANTING SOIL(BACKFILL) NOTES: SUB GRADE \ \v••••I/��/� III -III 1. INSTALLATION TO BE COMPLETED IN /‘ / / / / / / / / h �/��// — = < ��ROUGHEN SIDES OF PIT FOR CITY OF ASPEN ACCORDANCE WITH MANUFACTURER'S \\//\%/\\//\\//\\//\%�\\/�\\/\� 1' 1111I1 1 I\'? ^� SPECIFICATIONS. I=III— —III_ 1-1 = —I I I ,, UNDISTURBED SOIL-DIG PIT TO FRONT ELEVATION 2. PLANT VINES PER LANDSCAPE PLANS. 4 41. PROPER DEPTH. IF OVEREXCAVATION I TYPICAL SPACING VARIES FROM 1'TO 4' 2X BALL DIA.(MIN.) OCCURS RE-ESTABLISH DESIRED O.C.DEPENDING ON VINE SPECIES AND ELEVATION WITH 95%COMPACTED FILL /B\ VINE PLANTING CONTAINER SIZE (5- PERENNIAL PLANTING 7-2- DECIDUOUS TREE PLANTING (MULTI STEM ASPEN) 4F,P�,10 0NF \80/ SCALE: 1/2"= 1'-0" \so� SCALE: 1" = 1'-0" \80% SCALE: 1/4"= 1'-0" Ca NOTE: /11 r t,inal Da - o EXISTING SPRAY PAINT MARKING ON TRUNK SHOULD d A o., '� ( BE ORIENTED TO THE NORTH WHEN TREE IS PLANTED \ 'r��1I1r1Yry'� ROOT CROWN SHALL BE SET 1-2 INCHES + �,:� ABOVE FINISH GRADE,NOTE THAT ROOT 0r nil. • Y CROWN MAY BE BURIED IN ROOT BALL ' AND SHOULD BE EXPOSED TO 2%SLOPE MIN. \ APPROPRIATE DEPTH AT STRUCTURAL ROOT TO DETERMINE PLANTING DEPTH. GENTLY REMOVE SOIL AS NEEDED TO PAN ABODE LOCATE THE ROOT CROWN FLAIR AT MULCH BASE OF TRUNK STEM.PLACE ON FOR B&B: ROPES @ THE TOP OF THE BALL SUB-GRADE PEDESTAL.KEEP MULCH 1-2 SOD PER SPECIFICATIONS SHALL BE CUT. REMOVE TOP 1/3 OF INCHES CLEAR FROM THE TRUNK. BURLAP. REMOVE ENTIRE BASKET&ALL __ G� REMOVE ENTIRE WIRE BASKET AND - TWINE.FOR CONTAINER:REMOVE 211 W.HOPKINS AVENUE BURLAP. PLANT MIX CONTAINER AND LOOSEN ROOTS SLIGHTLY ASPEN,COLORADO 81611 REMOVE TOP 12 INCHES OR 2/3 OF \ \ \ \ \ \ \ \ \ \ \ \ \ BY SCRATCHING SIDES OF ROOTBALL /////////////////////////// BEFORE PLANTING. BURLAP,WHICHEVER GREATER. \REMOVE ALL OF BASKET&ALL TWINE. /\//\/\/\/\//\/\/\/\//\/\/\/\/ MULCH3 \///\\/�� A 3 IN.SAUCER(MAX.)FIRMLY FORMED \ \ SCARIFIED SUBGRADE — (IRRIGATED(U USE TOP PLANT MTOPSOIL)EXCEPT IN DRIP 2IX 20 00T NO: SAUCER(MAX.)FIRMLY FORMED SAUCER TOPSOIL). ///\ /\ \/ =' `► '�j'""- REPOSE VARIES WITH STEEPNESS OF / 1 1 1— SCARIFY SIDES OF HOLE PRIOR TO —III_.••-®, !,• ... II SLOPE AND SOIL TYPE(WHERE \ \ \ \ \ \ \\ — — — — — — 1 PLANTING I I\/\A \\/\\,/ 1 DIRECTED ONLY) /K\/�\��\/�\��\/// i 11 1 1 1=1 11-1 1=III I I III UNDISTURBED SOIL-DIG PIT TO PROPER SHEET TITLE: .- \�=====��/\/�\�/�� ROUGHEN SIDES OF PIT DEPTH. IF RE-ESTABLISHEREXCAVATION OCCURS DESIRED ELEVATION WITH planting details 11%//�//// —I \ � \�I f 2X BALL DIA.MIN.f — \ 95%COMPACTED FILL. S I I I 11111111- \' ' 1- NOTE: 11 1I =III III-1 =1 l l—III + UNDISTURBED SOIL-DIG PIT TO SLOPE MAY VARY,SEE GRADING PLAN 4. PROPER DEPTH. IF OVEREXCAVATION SCALE:1"=8'-0" / 2X BALL DIA.(MIN.) OCCURS RE-ESTABLISH DESIRED ELEVATION WITH 95%COMPACTED FILL /7\ DECIDUOUS TREE PLANTING (SINGLE STEM) /4/ SOD PLANTING /1/ SHRUB PLANTING L800 \80/ SCALE: 1/4"= 1'-0" �800/ SCALE: 1-1/2"= 1'-0" \80?,1 SCALE: 1/2" = 1'-0" rPi 2"STONE PAVER SOD PLANTING JOINT architecture/urban design/interior design 500 w.main st. 1830 blake st. 3"-4"DEPTH GROWING 1/8 IN.JOINT UNLESS OTHERWISE aspen,co 81611 denver,co 80202 SIZE MEDIA NOTED 970.544.9006 303.308.1373 DRY WELL INLET CONFIGURATION \ II BELOW;RE CIVIL VARIES 2-3 IN.MAX.THICK EXPOSED (SEE PLANS) VARIES AGGREGATE CONCRETE PAVER Consultants: GALVANIZED STEEL ANGLE a_. L"usc seN"'".' CONNECTED TO DRAINAGE 4000 PSI CONCRETE W/SNOWMELT -.- - STRUCTURE BELOW;RE CIVIL - t i� r rim } TUBING TIED TO#4 REBAR @ 18 IN. .rro�rrrro�rrra_ _ irro�rr®ion®rrrr�ai_ 1 IN.OR LESS,SAND SETTING BED ASPE300 N CO BGSS'.SUITE P02 i' " • .11111111111 //, / 2"SAND SETTING BED 1v O.C.EACH WAY 1 ���e��� 4 IN.MIN.COMPACTED AGGREGATE DRY WELL COVER 'lllllllllll' IIIIIIIIIIII : -} " 644 ��•���•�� 4j RE CIVIL coNTACT.snEa snrvzorvE BELOW;RE CIVIL ti -•-wwwwwwwwwwwwwwww•-------------- FILTER FABRIC ,1 R10 RIGID INSULATION BOARD III—_III III—_III III—_III—_I 1 INCH ASTM C-33 •••••••••••••••••••••••••••••••�1���1 a -�.�.�.�.�.�.�.�m�.�.�.�.�m�m. COMPACTED AGGREGATE SAND SWEPT JOINT I ii.. 4"MIN.COMPACTED } —III III—III III—III III—I I I- -III=III—III=III—III=III—III=III AGGREGATE;RE CIVIL I I—III—IIIIII—I I IIII=I I IIII UNDISTURBED SUB-GRADE OR I111111 III III UNDISTURBED SUB-GRADE ORtit 95%COMPACTED FILL —I I—III—I I—III—I —I I— 95%COMPACTED FILL RE CIVIL a) III III III—III—III—III—III—III—III UNDISTURBED SUB-GRADE III—III—III—III—III—III—III—I • EXISTING HISTORICAL PAVER RI OR 95%COMPACTED FILL; CI RE CIVIL NOTE M 1.NON SLIP COMPONENT TO BE ADDED TO CONCRETE MIX. .0 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8%AIR ENTRAINMENT RATE TO ENSURE DURABILITY. NOTES 3.CONTROL JOINTS TO BE 10-12'MAX.EXPANSION JOINTS EVERY 40'UNLESS OTHERWISE WWW.bIUegreenaSpeO.COm SHOWN ON DRAWING. p copynyht blueyreen 4.SNOWMELT AREAS INDICATED ON PLAN(S);AREAS NOT INDICATED FOR SNOWMELT 1.PAVER&LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHOULD MATCH THIS DETAIL,BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION INSTALLATION. BOARD.HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. Issuances and Revisions: 5.SNOWMELT MANIFOLD($)LOCATION($)TO BE APPROVED BY LANDSCAPE ARCHITECT 2021.05.07 CONSTRUCTION-PERMIT PRIOR TO INSTALLATION. 2021.05.24 PERMIT REVISION 1 -12H UTILITY ACCESS BENEATH PAVER COVER-SANDSET / 9 \ STONE PAVERS WITH GRASS JOINTS (5 \ CONCRETE 4 IN. - SNOWMELT (PEDESTRIAN) /3\ CONCRETE PAVER ON SAND BASE �Bo� SCALE: 1"= 1'-0" L8o1 SCALE: 1"= 1'-0" / SCALE: 1"= 1'-0" \ / SCALE: 1"= 1'-0" 1/2"SEALED EXPANSION JOINT TYP.HELD DOWN 1/2";MIN.EVERY 40'UNLESS DECK;RE TO DETAIL SHT L804 OTHERWISE NOTED&WHERE FLATWORK 4"X4"POST SET ON DECK SOD JOINT MEETS VERTICAL STRUCTURES EXISTING HISTORICAL PAVERS FOOTER 4000 PSI CONCRETE PAVEMENT;ACID WASH SANDSTONE PAVER FINISH;TUBING TIED TO#4 REBAR @ 18 IN. ASTM C-33 SAND SETTING BED 2"X4"FRAME 1"THICK SAND SETTING BED AX. O.C.EACH WAY SEE LAYOUT PLAN FOR VARIES PATTERN;COLOR TBD BY LANDSCAPE TO BE REMOVED AS NECESSARY FOR FACE PLATE 4"CRUSHED ROCK BASE MANHOLE ACCESS iiiiiiiiiiiiiiiii ARCHITECT ASTM C-33 SAND SWEPT JOINT 'Ir SAND e EDGE JOINT III—III illEal 1/8"TO 1/4"WIDE SAWCUT CONTROL JOINT, STEEL EDGING WITH ROLLED TOP,14 CIRCULAR STEEL ANGLE GAUGE. TOP OF EDGING TO BE 1/2" — - 1/5 OF SLAB THICKNESS IN DEPTH.REFER STONE SLAB PAVER;SNAPPED o> - ABOVE FINISH GRADE ° TO PLAN FOR CONTROL JOINT LAYOUT CONNECTED TO DRY WELL INLET; 1 I'GEOTEXTILE FABRIC -} � R-10 RIGID INSULATION BOARD e ASTM C-33 � / /`//��/l//////1 EXISTING SUBGRADE SECTION a} � --1010:1--- 1 CO PACTEDIAG FABRIC RE CIVIL =dti-POR ////////, i////////////i���/ /A SAND SETTING BED; Z SAND SETTING BED • } • • • • • • ,• • • -• • COMPACTED AGGREGATE I% ��rd��AL�������������������������%%% RE CIVILup �_r -•- • �ii �Ar to n IN.MINUS COMPACTED AGGREGATE a-�-�-�-�- r-�-�-�-�-�-�-�• FILTER FABRIC m • •-• •--• • • • • P:41111 /1101010101010 1 BASE COURSE; ° �� _ _ _i�i i�i� _` ;' E���� .—.�� - ° 4 IN.COMPACTED AGGREGATE ���/// ram, _ _ _ _�� E ��1 RE CIVIL BASE SOD JOINT ��WillirL , $ •t'• • •�`• • • • • • •i-• • . i :gyp �4 GEOTEXTILE : °s.' , I I III I I I I I III— .._ .. f I UNDISTURBED SUB-GRADE OR FABRIC;RE CIVIL a —IIIIII 1I III—III . =III III—III—III—III—III=III= 95%COMPACTED FILL • °• I I I I I III-1 CUT SANDSTONE TO BE FLUSH WITH I III—III—III—III—III—III—III— DRY WELL INLET CONFIGURATION; UNDISTURBED SUB-GRADE OR LANDSCAPE EDGER NOTE RE CIVIL 95%COMPACTED FILL VARY SIZES OF SANDSTONE AS SHOWN " 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 DECK FOOTING NOTES: RATE TO ENSURE DURABILITY. 1.PERIMETER TO CONSIST OF CUT STONE ` 3.PROVIDE CONTROL JOINTS EVERY 10 FT MIN&EXPANSION JOINTS EVERY 40 FT MIN UNLESS UNDISTURBED AND LANDSCAPE EDGE FRAME pAra,...--c...s.,) OTHERWISE SHOWN ON DRAWINGS. SUB-GRADE OR 2.FIELD TO CONSIST OF IRREGULAR 4.LANDSCAPE ARCHITECT TO APPROVE COLOR SAMPLES&FORMWORK PRIOR TO POURING FOR CITY OF ASPEN 95%COMPACTED NOTE PAVERS OF VARYING SIZES ( 2A"�1 CONCRETE. FILL;RE CIVIL 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS,COLOR SAMPLES&LAYOUT PRIOR TO 3.LANDSCAPE ARCHITECT TO APPROVE 18„ 5.SNOWMELT AREAS INDICATED ON PLAN(S);AREAS NOT INDICATED FOR SNOWMELT SHOULD INSTALLATION. LAYOUT \ 1\ MATCH THIS DETAIL,BUT EXCLUDE THE SNOWMELT SYSTEM,INSULATION BOARD. HOLD 4.CAREFULLY REMOVE EXISTING PAVERS \ It� SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. TO SAFE LOCATION ON SITE,MAKING ` 6.SNOWMELT MANIFOLD($)LOCATION(S)TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR SURE NOT TO BREAK UNTIL REINSTALL PLAN TO INSTALLATION. / 11:\ PAVER COVER OVER UTILITY ACCESS - SANDSET /B- STEP - FROM DECK DOWN TO STONE PAVERS (5\ SANDSTONE PAVER SAND SET /2\ CONCRETE 8 IN.- SNOWMELT (VEHICULAR) Z`co 10 0NF �Bo� SCALE: 1"= 1'-0" L801 LBol L801 5 SCALE: 1-1/2"= 1'-0" / SCALE: 1/2"= 1'-0" / SCALE: 1"= 1'-0" •110112008 \ \ r/// 7w 1 IN.CHAMFER lo r t�inah'r o �, m\ 11 SONOTUBE CONCRETE FOOTING It " NMI= c w° . FENCE(TYPE 4) N z RE TO L301&6/L802 MOMill • % z 6 3/4 IN.VERTICAL REVEAL FROM ' ry �� > l S BOARD FORM CONTROL JOINTS MIN.EVERY 10 FT; 4"EPDXY COATED GREASED SAND JOINT O JI • - SMOOTH DOWELS 12"ON a } 1 tO EXPANSION JOINT EVERY 40 LINEAR + CENTER.2'MIN.LENGTH PAN ABODE • FT. I. 3,4&6-FOOT LENGTH x v } I CENTERED ON JOINT 16-INCH WIDTH x 2-IN.THK. A� - FINAL GRADE PEDESTRIAN CONCRETE BUILDUP a. .. STONE SLAB PAVER;SNAPPED - Co b \\j '° L. I _•_•_•_•_ RE:TO DETAIL 6/L801 EDGE o °° min. 12 IN.THK.4000 PSI CONCRETE W/ \ �'/\,\j 1•�IICIICII CAST IN PLACE CONCRETE WALL; III i// 'Al� . /iI - s- —� AI 4 —P ,- °11- SNOWMELT TUBING TIED TO#4 211 W.HOPKINS AVENUE 1� • — — BOARD FORM WITH REVEALS AS SAND SETTING BED III - ° a °o d ASPEN,COLORADO 81611 /\ \1 SPECIFIED;HEIGHT VARIES;SEE g��������r���������i/����� 1O-_ , ° 4 REBAR @ 18 IN.O.C.EACH WAY % I= I I GRADING PLAN f//111111/eelela cereal l FILTER FABRIC I I _ _ _ __ _ _ _ _ _._ _ H 1 _ R10 RIGID INSULATION BOARD \// // 1101,,/�/�/�,,,A11.1010111,4/�///� 4 IN.COMPACTED AGGREGATE I` III ....-•�•�•�•�•�•�•�r •- ENGINEERED FILL �/ #4 @ 12"O.C. III-III-III—III—III—I I I—I I I— I—I I I—III BASE 'o —I I•••••••••••••••••••� • - COMPACTED AGGREGATE / ,` ENGINEERED FILL �' _ III III III III III III—III—III—III—III T.-III • • • • • • •. PROJECT NO: - — _ UNDISTURBED SUB-GRADE OR PERFORATED �\\/� \ \, #4 @ 12"O.C. $IDEWALK PLAN VIEW 4"EPDXY COATED GREASED III- — III I95%COMPACTED FILL 22037.00 UNDERDRAIN \ \//\//\,, CAST IN PLACE CONCRETE FOOTING; UNDISTURBED SUB-GRADE OR /\/ / SMOOTH DOWELS 12"ON -III III IIIIII III III III III ,41 1": . � ... SLOPE TO DRAIN;RE STRUCTURAL CENTER.2'MIN.LENGTH 95%COMPACTED FILL 1.III-III '•^ 4-#4 CONT.TOP 5-0 } CENTERED ON JOINT NOTE 1-III-I r � d • "' 1.NON SUP COMPONENT TO BE ADDED TO CONCRETE MIX. • + 5-#5 CONT.BOTTOMSHEET TITLE: _L- ': ' • ... - CONCRETE SIDEWALK 2.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR AT A 5-8%AIR -III ENTRAINMENT RATE TO ENSURE DURABILITY. NOTE construction details =I - IIII III III COMPACTED SUBGRADE PER 4"COMPACTED GRANULAR STRUCTURAL \\\\/\\\\/\\ \�'\\\`\ \W MATERIAL.ADJUST THICKNESS 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS,COLOR SAMPLES&LAYOUT PRIOR TO 3.CONTROL JOINTS TO BE 10-12'MAX.EXPANSION JOINTS EVERY 40'UNLESS OTHERWISE NOTES: ✓�✓�✓�✓�✓��✓�✓�✓�✓�✓�f✓�✓�✓�✓ AS REQUIRED TO MISS ROOTS INSTALLATION. SHOWN ON DRAWING. 1.REFER TO CIVIL&STRUCTURAL DRAWINGS FOR DRAINAGE, 4.SNOWMELT AREAS INDICATED ON PLAN(S);AREAS NOT INDICATED FOR SNOWMELT STRUCTURAL REQUIREMENTS&DIMENSIONS. EXISTING SOIL.HAND OR AIR SHOULD MATCH THIS DETAIL,BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION 2.CONCRETE COLOR&FINISH TBD BY LANDSCAPE ARCHITECT. SIDEWALK CROSS SECTION SPADE EXCAVATION BOARD.HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. SCALE:1"=6'-0" 3.REFER TO GRADING PLANS FOR TOP OF WALL&BOTTOM OF 5.SNOWMELT MANIFOLD(S)LOCATION(S)TO BE APPROVED BY LANDSCAPE ARCHITECT WALL ELEVATIONS. PRIOR TO INSTALLATION. 1 'lo\ CAST IN PLACE CONCRETE WALL 7'7 \ SIDEWALK-FLOATING (FOR DEVELOPMENT NEAR TREES) (4\ STONE SLAB - SAND BASE /1� RAISED CONCRETE WALKWAY - SNOWMELT L80 �Bo,/ SCALE: 3/4"= 1'-0" \$off SCALE: 1/2"= 1'-0" �BD% SCALE: 1-1/2"= 1'-0" \Boy SCALE: 1" = 1'-0" 4X4 METAL POST— 4X4 NOMINAL POST rPi ADJACENT ARCHITECTURE OR IMBEDDED IN CONCRETE IMBEDDED IN CONCRETE 4X4 METAL POST IMBEDDED F PROPERTY LINE(RE.TO PLANS) HIDDEN FASTERNERS TYP. 2X2 BOARDS, BASE AND PAINTED TO 1X4 BOARDS, BASE AND PAINTED TO IN CONCRETE BASE AND INTERIOR SIDE AND ARCH ENTRY BOTH SIDES AND ARCH ENTRY PAINTED TO ARCH ENTRY VARIES .{' PAINTED TO ATCH ARCH ENTRY,TYP. 5_° _ AINTED TO MATCH k PARCH ENTRY,TYP. 5 ° 1„ — Ulil ill ill ill ill Ui�l architecture/urban design/interior design B I C 2X2 BOARDS,ON - - �� ■� ■� ■� ■� ■�\ ' INTERIOR SIDE AND 500 w.main st. 1830 Blake st. \ ■ 1X4BOARDS,OFFSETONaspen,co 81611denver,co 80202 PAINTED TO MATCH 970.544.9006 303.308.1373 ADDITION, P. BOTH SIDES AND PAINTED�`8„ 2X2 BOARDS,ON \\ ' TO MATCH ADDITION,TYP. Consultants: 'PLYWOOD IN FINISH GRADE.SEE PLANS. INTERIOR SIDE AND \ CENTER OF POSTS. 4X4 NOMINAL POST ..=....u..,E. PAINTED TO MATCH ' U PER ACOUSTICAL IMBEDDED IN CONCRETE BLUEGREEN .\ \"" /A//A/ ADDITION, •TYP. i \ ■ ■ ENGINEER BASE AND PAINTED TO neae SPRING eSr.SUITE 202 w/vv/vv/vv ' wivv/vv/vv ATEL:940.945.8675 \ �A A i 1 MATCH ARCH ENTRY CONTACT SHERI SANZONE a \A��AA�AA/VAA � �V LOCKING GATE HARDWARE, i \ I ■ _ 6 / x \ ��� or 8 - 1X2 NOMINAL POST VAAA�VA/VAA/\� �AAAA/VA DARK BRONZE FINISH 5 VA ■ - - ATTACHED ��111 1■1■1 1■1■1 1■1■1 1■1■1 1■�I. V � / / / /\� o I4X4 METAL POST HORIZONTALLY TO POSTI C RI /AAA � , A„ /A/A/` INTERIOR OF ALL RISER PIPES 4X2 BOARDS A • • IMBEDDED IN ASE o a) i V/�\AA/AAA/A I (/�/\AA//AAA// SHALL BE BLACK WITHIN 6'OF IN COLOR.FACE TE PAINTED TO MATCH \ \ AND PAINTED TO `° cri ; /\�\/\/\ ADDITION,TYP. MATCH ARCH ENTRY 7 \ \ \\\ \, I///\\//\\//�/l\//` COMPACTED SUBGRADE I \ ' ' .71 \/\/\/\/\ ',/\/\/\/\/ ' 4X2 BOARDS,ON ;/ / / / /� SPRING-LOADED HEAVY — — \ p INTERIOR SIDE AND -T • ■ II II II DUTY GATE HINGE,DARK L — I 1 ADDITION,TYP. PAINTED TO TCH ON MI '■'■' '■'■' '■'■' '■1■' '■i. WWW,bluegreenaspen.com BRONZE FINISH,TYP. I _ \ • ' ' , �� '� '� '� 1111 1� p copyright bluegreen Issuances and Revisions: I SECTION ELEVATION SECTION ELEVATION 2021.05.07 CONSTRUCTION-PERMIT 2021.05.24 PERMIT REVISION 1 /12� SOFTSCAPE AREA DRAIN 9 \ GATE TYPE 3 - TYP. 1-6 \ FENCE TYPE 4 - TYP. / 3- FENCE TYPE 3 -TYP. \80� SCALE: 1-1/2"= 1'-0" L802 Ls02 L802 J SCALE: 3/4"= 1'-0" / SCALE: 3/4"= 1'-0" \ / SCALE: 3/4"= 1'-0" 1X4 BOARDS, PAN ABODE SIDE OF NEW ARCH SIDE OF— BOTH SIDES AND FENCE-FENCE TYPE 3 FENCE-FENCE TYPE 4 PAINTED TO MATCH WITH NO GAPS RE RE 6/802 ARCH ENTRY,TYP. 3/L802 k VARIES a' '� —I 1X2 NOMINAL POST ��� i� �� -� .� �� ATTACHED ARCHITECTURAL WALL — -I HORIZONTALLY TO POST �II■1 ■1■1 ■�1 ■II ■� ■11 4X4 NOMINAL POST NEW ARCH SIDE OF 1X4 BOARDS,OFFSET ON Inn 1X4 BOARDS, IMBEDDED IN CONCRETE — BOTH SIDES AND ON EXTERIOR SIDE AND BASE AND PAINTED TO FENCE-FENCE III ARCH ENTPAINTED TO MATCH ARCHPAINTED TO MADJACENT MATERIAL MAY VARY TYPE 4 RE 6/802 ENTRY,TYP. 5'-0"f PAN ABODE SIDE OF 4X4 NOMINAL POST2STEEL LANDSCAPE EDGE — FENCE-FENCE TYPE 3 IMBEDDED IN CONCRETE1X4 BOARDS,OFFSET WITH NO GAPS RE 3/L802 BASE AND PAINTED TO ION EXTERIOR SIDE AND 4 IN.DEPTH COMPACTED GREY — MATCH ARCH ENTRY I I PAINTEDTO MATCH SANDSTONE AGGREGATE RE L002 — zI ADDITION,TYP.r LOCKING GATE HARDWARE, �a^■ _ - DARK BRONZE FINISH ■11111 I■I■I 1■1■1 ■II■ 1 •UE 4X4 NOMINAL POST ry ieE IMBEDDED IN CONCRETE IIP III 1 i I— 1-1 Q 1MATCH ARCHIENTRYTO —1 1-1 1-1 —1 III I I I—III—I AGGREGATE BASE RE CIVIL _ by _ I t 1X2 NOMINAL III I I III—III — —III UNDISTURBED SUBGRADE OR II POST ATTACHED HORIZONTALLY —1 "—' 95%COMPACTED FILL SECTION TO POST ELEVATION _ i SPRING-LOADED HEAVY DUTY GATE HINGE,DARK - BRONZE FINISH,TYP. VM 1■1�� ��■ ��'� ■=■g _ _ 'I1I�I�'�I�1.1.1.i.'.iui� FOR CITY OF ASPEN � ` I SECTION ELEVATION MAINTENANCE EDGE GRAVEL WITH STEEL EDGE /B-\ FENCE TYPE 5 -TYP. /5\ GATE TYPE 2 -TYP. /2\ FENCE TYPE 2 TYP. ���\�10 uNF L802 y SCALE: 1-1/2" = 1'-0" \80y SCALE: 3/4"= 1'-0" �80% SCALE: 3/4"= 1'-0" Lsoz 5 SCALE: 3/4" = 1'-0" •110112008 !,e 2X2 METAL POST— t t IOa1 Da�' ADJACENT ARCHITECTURE OR IMBEDDED IN CONCRETE 'O " 2X2 METAL POST IMBEDDED F PROPERTY LINE(RE.TO PLANS) HIDDEN FASTERNERS TYP. 2X2 BOARDS, BASE AND PAINTED TO d r- �g"�� VARIES(SEE CIVIL ARCH ENTRY +�r�/ � SLOT DRAIN WITH HEAT TAPE; DWGS) IN CONCRETE BASE AND INTERIOR SIDE AND ' / RE:MEP PAINTED TO ARCH ENTRY �r VARIES ,}' 3'-0" t PAINTED TO MATCH SLOPE • ADJACENT MATERIALS 1" + ARCH ENTRY,TYP. ` SLOPE VARY,SEE PLAN n ^ : r� 5'-0" �` �r I ////// / / / // / / / 2X2 METAL POST IMBEDDED J •■ i� {',. , e'y{� iig,g c( �s! s .%11. pLLLLEEE� IN CONCRETE BASE AND I\ 11 ■ • „ ••• „ •• • DRAIN GRATE PAINTED TO ARCH ENTRY .•w. _ • O Q•.� ° .9 CONTINUOUS BAR EACH \\ INTERIOR SIDE AND c 2X2 BOARDS,ON PAN ABODE -- � SIDE OF DRAIN \ ' PAINTED TO MATCH 2X2 BOARDS,ON \ • ADDITION,TYP. / •• • _ POURED IN PLACE CONCRETE PLAN INTERIOR SIDE AND ■ III.• PAINTED TO MATCH \\ ! _ 0000j1111°O ...9hs.` l .°° ••■ SUBSLAB;RE:STRUCTURAL •-■-•-■-` ■ •� ADDITION,TYP. _ \ -_' 211 W.HOPKINS AVENUE • •■ °t`:• ?v. ,i••■•_#■- 2 IN.RIGID INSULATION 0 \ a ASPEN,COLORADO 81611 ge •■��I�I - •• •• ° °III•••■■wt:� LOCKING GATE HARDWARE, - x 1 A •.•'Y—,■■��■■I •d■t nf•`„ VARIES(SEE CIVIL x - a° ��...0.4 1 °.i: . :•:°Illl rri A (2) #5 BOTTOM DWGS) x \ \ ■ 2X2 METAL POST a.- • ••• i•• *•- DARK BRONZE FINISH IMBEDDED IN �o '� `0.••••■�IIIIIIIIIIIIIIIIII■■�■■■I • �" FINISH SURFACE(SEE PLAN) - ■ >-- •�� i Li��•�•�II�■�•�■�1DO■��Ir�i-i Li-i 3-4 IN.COMPACTED i'"°' 'o \ ' MATCH ARCH ENTRY —I ='••=-„••Moil.,1•�44, AGGREGATE m y INTERIOR SIDE AND \ III'. , - L 1 a AIL �• III a'MINUS COMPACTED PAINTED TO MATCH \\ ■ 4X2 BOARDS,ON II III itt4 1:`��•` � �� III AGGREGATE �� ADDITION,TYP. INTERIOR SIDE AND —III `y4tIMV f -fe4V—I I I—III s CONCRETE I \ PAINTED TO MATCH — — SHEET TITLE: Ve �L 1L L v—III—III— �i SPRING-LOADED HEAVY ■ ADDITION,TYP. III—max.` :•— :•- � �— '/ / / [ - ����� � � �III OR 95%COMPACTED FILL— UNDISTURBED DE /A�AA/' //AA//AA SEE CIVIL DWGS FOR DRAIN DUTY BRONZEH INISH,TYP. EXTERIOR I INTERIOR _ construction details ��v.�!v!�!v_ _ _ _ _ III �/VAA/ PIPING AND DRAINAGE OF • OF 1 11 III—III—III—II—III —III / e: CONNECTIONS I I I I I I PROPERTY I PROPERTY I I I I III III III—III I' I SECTION \ELEVATION r SCALE:1"=8'-0" �I1II�IIIII L802 SECTION �10- SLOT DRAIN /7\ HARDSCAPE AREA DRAIN (4\ GATE TYPE 1 -TYP. 7-,\ FENCE TYPE 1 - TYP. �80� SCALE: 1-1/2"= 1'-0" I80� SCALE: 3"= 1'-0" �B0% SCALE: 3/4" = 1'-0" ,$0% SCALE: 3/4" = 1'-0" 8, rPiIii _ .c,, rPi u_ architecture/urban design/interior design = 500 w.main st. 1830 Blake St. aspen,co 81611 denver,co 80202 a; 970.544.9006 303.308.1373 - y8"(TYP) Consultants: 6X8 OFF WHITE � -° ! SAWCUT JOINT LUEcsEEry nezoz PLASTIC PLAQUE - .� q' ASPErv,C'0. SHERI SUITE. WITH B&W PHOTO . v, CONTACT' snrvzorve CONCRETE SLAB 8X8 WESTERN RED CEDAR - POST FINISH TO MATCH HISTORIC PAN ABODE ' �. C utu �. 2 CU SONOTUBE \/ :..,t\ /%\ - . .C7 RI .. .'.7% CONCRETE \� '�. / \ � \ / WWWeoPY99heblue9P en.corn FOOTING \,\\\\\\// /%�/�/�/'/'' ' Issuances and Revisions: ELEVATION SECTION 2021.05.07 CONSTRUCTION-PERMIT 2021.05.24 PERMIT REVISION 1 /6\ HISTORIC MARKER (-3- CONTROL JOINT \I__80� SCALE: 1/2"= 1'-0" \BD3) SCALE: 3"= 1'-0" 3/8 IN.MORTAR JOINT UNLESS OTHERWISE NOTED STONE PAVER ADJACENT SURFACE;RE.TO PLANS 1/2 IN.EXPANSION JOINT WITH PREFORMED JOINT MATERIAL VA [ES CONCRETE SLAB 1/2 IN.THICK MORTAR SETTING BED =I . 11 #4 X 2.0'SLIP DOWEL WITH EXPANSION TUBE. 12"O.C. CENTERED WITHIN CONCRETE. FOR CITY OF ASPEN (-5\ MORTAR JOINT /2\ EXPANSION JOINT - DOWELLED ���\�10 0NF ‘1,780y SCALE: 1" = 1'-0" \BD! SCALE: 1" = 1'-0" 5 •11 01 008 /�oinal Day' � o �, 1. 7'-4"GATE � -� �r�Ir:r (MOUNTED ON INSIDE OF FENCE) \ ' 'k GATE OPENING ,K �r J 2X4 FRAME AROUND — FENCE(TYPE 4) ADJACENT SURFACE;RE.TO PLANS PERIMETER OF e L �= RE 6/L802 1/2 IN.SAND JOINT GATE UNLESS OTHERWISE NOTED 1/2 IN.EXPANSION JOINT WITH PAN ABODE -- = STONE PAVER PREFORMED JOINT MATERIAL, SANDED CAULK SEALANT&BACKER ROD VAI IEs CONCRETE SLAB 211 W.HOPKINS AVENUE i_ ASPEN,COLORADO 81611 b - ( SAND SETTING BEDIIIIIIIIIIEIB PROJECT NO: 22037.00 SHEET TITLE: 71' construction details • \. v SCALE:1"=8'-0" VIEW FROM HOUSE PYLEX SLIDING GATE SYSTEM#11052 /7\ SLIDING GATE CO TACT WW EST CONTACT WWW.BESTMATERIALS.COM (4\ SAND JOINT /1\ EXPANSION JOINT - NON DOWELLED L803 �803„,/ SCALE: 3/4"= 1'-0" ,I__80% SCALE: 1" = 1'-0" \L:$D� SCALE: 1" = 1'-0" FACE OF ARCHITECTURE—1 I 1°11 PI C FENCE(TYPE 3)AT PROPERTY LINE; ^ RE 3/L802 i i �\ ��jjyy i I architecture/urban design/interior design ake i I aspen,co 81611 denver,co180202 4X4 WOOD POST \ 970.544.9006 303.308.1373 0,004 - 15"X15"CONCRETE DECK FOOTER Consultants: - - i DELTA MILLWORKS 1X4 NOMINAL \ LUEGaEEN i PREWEATHERED ACCOYA DECKING 30.ASPEN,CO BGOST SUITE 202 FENCE(TYPE 3)AT PROPERTY LINE; CONTACT snEa snnzoNE �' 2X6 NOMINAL JOIST RE 3/L802 6 1�8' i ADJACENT GRADE 2X6 LEDGER RE.TO PLANS 4X4 WOOD POST �.'1l 4* I 1WEII I ( -J ! MAINTENANCE BAND III—III—III RE 11/L802 _ 01 —IIIIII—I �, / CU / UNDISTURBED SUBGRADE .II IIII— _�IIII M OR COMPACTED FILL 1 I 1—I - 4,-10346" II—. .Z IA 2X6 NOMINAL JOISTS @ 12"O.0 /- 71 s www.bluegreenaspen.com 2X6 NOMINAL RIM JOISTS O copyright bluegreen 2X6 LEDGER i Issuances and Revisions: FACE OF ARCHITECTURE 2021.05.24 PERMIT RRE REVISION PERMIT �� 20'-01/2" \24, DECK - SECTION 2 DELTA MILLWORKS 1X4 NOMINAL - -- �, - \ _ _ I r �80� SCALE: 1/2°= 1'-0" PREWEATHERED ACCOYA DECKING - — _ -. -� I LJ --- 1 I■I I -- -- -- -I I,�'�`�/i GATE(TYPE 2) r , r , r , r , �� RE 5/L802 2X6 NOMINAL RIM JOISTS I I I I I I I I • — t -� r- — - - —_ - - - — - �" _ - FACE PLATE 4X4 WOOD POST lir 4'-41 13Viii ,l' 8'0" /N. C\ 8'-0" -1 Is /of �o RE TO DETAIL Zo 15"X15'CONCRETE DECK FOOTER : ) 8/L801 ._. , io.... ? -i�i�i� i ii' "� 1=11I 1II-II II-II II-II-III 15"X15"CONCRETE DECK FOOTER III III III III III III III III -e gt�'' A�' FENCE(TYPE 3)AT PROPERTY LINE; , RE 3/L802 l' 7'-115/8" UNDISTURBED SUBGRADE OR COMPACTED FILL RE TO DETAIL 2/L804 FOR CITY OF ASPEN (1/ DECK PLAN LAYOUT /3- DECK- SECTION 3 �`ceJ Al 0�F ca \Bo4J SCALE: 1/2"= 1'-0" ��.\$�% SCALE: 1/2"= 1'-0" '110112008 t oinal Dar' � o �, In order fora a ��' .g�y structure to be 7 counted as"patio" \� and not deck,it must �} i, S t be no more than 6" - from finished grade at — FENCE(TYPE 3)AT PROPERTY LINE; both the perimeter as RE 3/L802 well as underneath. Please modify this or PAN ABODE add it to the deck OtaIS. DELTA MILLWORKS 1X4 NOMINAL 44 1 P•FWFATHFRFD ACCOYA DECKING RE TO DETAIL 6/L801 211 W.HOPKINS AVENUE 4 4 WOOD POST ASPEN,COLORADO 81611 12"X15"CONCRETE DECK FOOTER 1L _ 11— . JL - —� 7LLI —LL 1L _ll—LL _ll—LL 1L _ll_ _ Ll A _ ll—IL 1L _ Ll—LL 1L -"-- -; 1 1 v U • Itititimm ••- :: PROJECT NO: �.— _ — -� �_ —I =i I= • ,— = — = — = —=== — = — =i —I =i —I i= v 1 22037.00 _ _ 1 I —III 1 1 I I I I I 11 1 I 1 11 1 I 1=11 11--~ I II=11 11=111 11=1 I I 1=III III I I I=1 —I 1=1 —I 1=1 III I _ __ _ 1 —I1- 1= h � 1 1-1 11 I —I I I 1 I 1 I 1 ~ 11�1 r ~ — I I I 1 I 1� 4 a - I I+I I I- I I I I I I I IIII+III=1 I I- ' III+III—III—III—I I I-1 I I-III-1 I I—III—III—I I—III—III—III I i�—�I I i 1-1 I I—III—III—I I— y 6,_0„ y 5,_913�6� y _0„ y _0„ / 'I 'I 'I �I SHEET TITLE: UNDISTURBED SUBGRADE enlargements / 31 9 / OR COMPACTED FILL 13/6.. SCALE:1"=8'-0" (4/ DECK - SECTION 4 L804 ,74_, SCALE: 1/2"= 1'-0" ► A architecture/urban design/interior design -___- —,k 500 w.main st. 1830 Blake s[. L___ _ ��__ aspen,co 81611 denver,co 80202 -- -- ----- -- 970.544.9006 303.308.1373 -i—• 11 M E M— —1—M Consultants:1 MWATIE1111111.111L: LARE RE AR.SPRING CHITECT SUITE • ` V ASPEN,C068675 SU✓ � onceEL T eaEa sAn=oNE DD,,/ , • CONCRETE PAVERS R L8 C RI O) O) ® ` PLANTING SEE F I 4TIF�C•LAN 1 v IIIMI f / — o T - y • /,:, / o p copyright bluegreenL.� � / /N o / o �/ � �0/1 /� ��/., Po / , �/ oq . /o� ;01 / IW ` /; � www.bluegreenaspen.com / / A ion ` 4 _ u _/ __*/__ ' A -/��._ / ` _ r Issuances and Revisions: 2021.05.07 CONSTRUCTION-PERMIT X 1' ®. _ _ 10'0" , 2-4" S 20'_U" - ® 2`-1^ / / / D 2021.05.24 PERMIT REVISION 1 ll a, __ / /a_ / A- C lgjp 1 35'-0 �� II 1 D4' / ►/�c !Eis / 11'-8tlgIIIIIIIIIIIIIMEI" _ 20,_0„ �ih 3'_5" 4 0„ MI / _=_ I /_ - / I psi®��� =1 / ,, / T ' I I1 / / / , // (-1- CONCRETE PAVER LAYOUT L805 J SCALE: 1/2"=1'-0" FOR CITY OF ASPEN 5/��\ F •1101R008 /t I,inal 0a.' ,z,t 'Ira \ 6 a .. gm . % PAN ABODE 211 W.HOPKINS AVENUE ASPEN,COLORADO 81611 PROJECT NO: 22037.00 SHEET TITLE: enlargements SCALE:1"=8'-0" L805