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822 sheet index 8a sheet index architecture/urban design/interior design
landscape drawings irrigation drawings 500 w.main st. 1830 blake st.
❑❑.•■ L000 cover ❑❑❑.• IR-1 irrigation legend and notes aspen,co 81611 denver,co80202
❑❑••• L001 notes ❑❑❑•• IR-2 irrigation plan 970.544.9006 303.308.1373
❑❑.•• L002 notes ❑❑❑.• IR-3 irrigation plan
❑❑.•■ L100 tree mitigation plan ❑❑❑.■ IR-4 irrigation plan Consultants:
❑❑••■ L200 layout plan
❑❑M•• L300 materials plan BLUEGREEN300 S. SUITE.202
❑❑■•■ L301 fencing plan ASPEN SPRING 5T.SU
CO 88
❑❑.•■ L400 plant list TEL:940.945.8675
DONEE L401 planting plan CONTACT:saeai snnzoNe
❑❑EM• L800 details
❑❑M•■ L801 details
❑❑••■ L802 details
❑❑..• L803 details
❑❑❑.■ L804 enlargements a)
❑❑••■ L805 enlargements
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www.bluegreenaspen.com
p copyright bluegreen
Issuances and Revisions:
2021.05.07 CONSTRUCTION-PERMIT
2021.05.24 PERMIT REVISION 1
2021.09.10 CONSTRUCTION PERMIT-REV 2
construction permit - issuance 2
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PA ABODE
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
jake rankin roger neal sara 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 I O O O
t 303.384.9910 t 303.795.6077 L
1IED
09/13/2021
ASPEN
BUILDING DEPARTMENT
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. ,."...."..e..00
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
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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
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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 tV
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
MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED BY ANY GOVERNING AGENCIES. 2021.09.10 CONSTRUCTION PERMIT-REV 2
2. ALL WORK SHALL CONFORM TO THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL VERIFY LOCATION 10. HOLD TOP OF WALLS&FENCES AND ALL SITE FURNISHINGS LEVEL UNLESS OTHERWISE SPECIFIED.
OF ALL EXISTING UTILITIES,LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE 3. ALL SESC MEASURES TO BE MAINTAINED DAILY.
SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE LANDSCAPE ARCHITECT 11. THE CONTRACTOR SHALL NOT INSTALL WORK LOCATED ON TOP OF ARCHITECTURAL STRUCTURES
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 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 4(,5\11 0 0NF
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
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13. THE CONTRACTOR SHALL REFER TO THE CIVIL ENGINEERING DRAWINGS TO VERIFY UTILITY AND OTHER
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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 t,{ea1 Da '
CONDITIONS AS DESCRIBED IN THE CONTRACT DOCUMENTS. �1
PRIOR TO CONSTRUCTION.
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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
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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 E
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.
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09/13/2021
ASPEN
BUILDING DEPARTMENT
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, 2021.09.10 CONSTRUCTION PERMIT-REV 2
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�r-
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 �' '' 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.
ravorzz,mriTarzn1IED
09/13/2021
ASPEN
BUILDING DEPARTMENT
Pr
LEGEND TREE REMOVAL SUMMARY
SYMBOL TYPE SIZE QTY. C A
EX.CONIFER TO REMAIN VARIOUS 7
architecture/urban design/interior design
8 EX.DECIDUOUS TO REMAIN VARIOUS 5 500 w.main st. 1830 blake st.
aspen,co 81611 denver,co 80202
7893` 40 970.544.9006 303.308.1373
'i��'�° EX.CONIFER TO BE REMOVED 4"-18"CAL. 8
N... '450'+
Consultants:
���'0� EX.DECIDUOUS TREE TO BE REMOVED 6"-12"CAL. 4
b����� ooscsaawc11 SUITE zoz
WE ,__ ..« 3 e�
ASPEN,CO 81611
H
WEST' TEL GREEN66,s
CONTACT.SHEa sANZONE
OPKINS AVN(JE TOTAL MITIGATION VALUE FOR REMOVED TREES: $54,942
TREE MITIGATION SUMMARY
C
RI
'O ID6w',LK TOTAL MITIGATION VALUE OF PROPOSED NATIVE TREES(REFER TO PLANTING PLAN):$15,544.50 i
TOTAL MITIGATION VALUE FOR REMOVED TREES: $54,942 CU
01
M
A
PER LAND USE APPROVAL RESOLUTION ORDINANCE#022 SECTION 2,NO MITIGATION REQUIRED FOR REMOVAL OF TREES.
® TOTAL REMAINING: $0
- NOTES. www.bluegreenaspen.com
��� I ; / . 1. TREES REMOVED TO ACCOMMODATE FOR CONSTRUCTION OF NEW RESIDENCE AND/OR IN p copyright bmeyreen
RESPONSE TO POOR HEALTH.
BI " 'I - / 2. FOR PRESERVATION OF EXISTING TREES TO REMAIN,REFER TO PLANTING PLAN(LA 200).
�® Issuances and Revisions:
r v 3. REFER TO PLANTING PLAN(LA200)FOR MITIGATION.
' ♦ ---,r1 2021.05.07 CONSTRUCTION-PERMIT
_ vc P. 4. EXISTING TREE(S)TYPE,LOCATION,SIZE AND CALIPER BI
® 2021.05.24 PERMIT REVISION 1
A 5. ALL EXISTING TREES AL BE REMOVED ARE REPRESENTED HERE,INCLUDING THOSE NOT
i' MEETING THE 4"/6"CALIPER STANDARD(LE.NOT REQUIRING MITIGATION). 2021.09.10 CONSTRUCTION PERMIT-REV 2
'S
Att#0
,, 4( 4-4-W 44/0/0 .-R.a'•z 40A4A, LEGEND
7 , rir Aext1,1/
�' / USE AIR SPADING AND HAND DIGGIN FOR ALL EXCAVATION —--— PROPERTY BOUNDARY
pa, WITHIN DRIPLINES OF TREES.DO NOT PRUNE ANY ROOTS
77 LARGER THAN 1.5".CITY FORESTER AND LANDSCAPE EXISTING SETBACK LINE
/ ARCHITECT SHALL BE PRESENT DURING TRENCH EXCAVATION
/ AND SIDEWALK INSTALLATION.
/ 11 ill
PROPOSED SETBACK LINE
/ FOISTIRG RESIDENCE —TPF TPr— TREE PROTECTION FENCE
i j FOOTPRINT
i
I
/ TREE PROTECTION ZONE
/ Y
i
.� /m 4, ,�
/w /� TREE TABLE
/ , J MAXIMUM
i ---iik \ �� /,';'t
m TREE# SPECIES 0 DIAMETER MITIGATION
�� PROPOSED HISTORIC RESIDENCE - (IN.) VALUE
~ /ti ADDITIFOOTPRINT-REMOVAL OF NON-HISTORIC 1 CONIFER 14 $6462
U / ti
® / i� /i 2 CONIFER 8 $2110
3 DECIDUOUS 12 $5087
i
i 4 CONIFER 12 $4748
\ / 5 DECIDUOUS 12 $5087
/4 CO Iii u I \� \ / / / 6 CONIFER 14 $6462 FOR CITY OF ASPEN
/ 7 CONIFER 9 $2671
/U / / �/ / PROPOSED RESIDENCE 8 CONIFER 12 $4748
/u J/ ` / FOOTPRINT 9 CONIFER 12 $4748
10 CONIFER 11 $3989
•t"14, \• // 11 DECIDUOUS 9 $2861 �ccQT�,�t0 ONF
/�4' / 12 DECIDUOUS 13 $5970 5
' 40� (y // TOTAL $54,942
.ftlle ) t t,inal°
\. / 1 , 1 d ram-:I'll:
r1'A�� NO DISTURBANCE �i�r:'p,/ -' t WITHIN TREE DRIPLINE + A_AI�MCSY ti /1 °` u u --t___
��� vo�� ��®ilkF + . I� \ // U / ce
PAN ABODE�__ -ym„ '1 i,� , lir IAt. EXISTING TREE(S)TO REMAIN
\\ s .\ 'A `y 4 A 1t „l
211 W.HOPKINS AVECHAINLINK FENCING TO BE PROVIDED AND�ryMAINTAINED AT TREE DRIP LINEASPEN,COLORADO
-If s ,,.� -, EXISTING GRADE TO REMAIN
% ,{ PROJECT NO:
5
\
1
``--- - 22037.00
\ A<<EY gLOCK 53 �-
NOTE: SHEET TITLE
1. ADDITIONAL PROTECTION OUTSIDE AT TREE DRIP LINE MAY BE
REQUIRED(EX.12 IN.OF MULCH). tree mitigation plan
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 iiii L 1 0 0
Approved by Parks Department �10J SCALE: 1/4"= 1'-0" north
davidr 10/25/2021 . ro �.n.°�°"°°TME""�E"�°""�'"°�"°rasEREaFail
ED
09/13/2021
ASPEN
BUILDING DEPARTMENT
Pr
LEGEND C A
-- PROPERTY LINE
SETBACK LINE architecture/urban design/interior design
500 w.main st. 1830 blake st.
aspen,co 81611 denver,co 80202
7893 970.544.9006 303.308.1373
Ir///// HARDSCAPE
Consultants:
>o ''*'°V° BwECREEN
° ° ° ° ° SNOW MELT(PER MEP) 1TE sw
\��- \ TEL--- corvEnc940 osnea'snrvzorve
i
ite, iii WIDTH TO MATCH EXISTING
i
r Aq7
(VERIFY IN FIELD) Of
/� \ — RI
v
FA - 7Yp -------' www.bluegreenaspen.com
A / I !� / p copyright bluegreen
1
/ \ /, i�' of — Issuances and Revisions:
\� \ 7893 , � 2021.05.07 CONSTRUCTION-PERMIT
/ -�/ / 2021.09.10 CONSTRUCTION PERMIT-REV 2
: ci,,
e
1 l�1 /
-, / /I -�
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7
M' V ' d / /
DECK ENLARGEMENT SEE = / 3% N�
STRUCTURAL f
� / cool �6/"
\ \ ,11111111111. i
CONCRETE PAVERS �/ '
ENLARGEMENT RE 1/L805 'X t 40,5 \ '� \ -
M
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le
LaaS O \ \ •
\ 3''5"'
\ \ /
\ b
CD �\ \ J 1J •r, FOR CITY OF ASPEN
6 0
—, / 7Ya
of �� / /l
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7YpO VI l .11008
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/111* / d ...,_. y
611;;o: �\ / ill if411111 / -„�qp ALIGN GATE TO ARCH _� �
O tom[r REVEAL
a 4 o i :I,/
n
I.
PAN ABODE
'f4'-z1,• ��"� 211 W.HOPKINSAVENUE
��zs•_8„ „
ASPEN,COLORADO 81611
r
co -� �� o' PROJECT NO:
u' -'=- �„r 22037.00
/
SHEET TITLE:
layout plan
Approved by Parks Department SCALE:1"=8'-0"
davidr 10/25/2021Iiii L2 O O
north
1IED
.p ro .n.„„�.„ooTMEa„E„,„„�09 eGIM,21
ASPEN
BUILDING DEPARTMENT
Pr
LEGEND A
—— PROPERTY BOUNDARY
-- - -- -- - ---- SETBACK LINE architecture/urban design/interior design
-- --- 500 w.main st. 1830 blake st.
>g93_ o o PROPOSED FENCE RE L301 g70.544.900611 den303.308.0303
Consultants:
WOOD DECKING ,.,,.,.AIL•u.1,EL.
BLUEGREEN
Poo S.SPRING ST.SURE 202
WE ASP'IT,:
N T,:0:;t
'� ST NOPKI IRREGULAR SANDSTONE PAVING rep 0w ws ears
" CONTACT.SHER SANZONE
Ng AVENUE
�� STONE PAVING
/— DEwA/K \ HISTORIC MARKER- RE 6/L803
GRAVEL MAINTENANCE EDGE i
DI
v
+ - - PEDESTRIAN CONCRETE PAVING
I + + + + + --+ + - + .- MAILBOX
��
Iy
+ o + + + _ + I+ %:%:%%% VEHICULAR CONCRETE PAVING
i + + + _ + �y + + w Uegre a gren Onl
+ + + + + _ WWO cop rig eblue teen C
- + + + + + / pre
_ RAISED CONCRETE PAVING
/ / + + i ........m............� Issuances and Revisions:
Art _ "�+ SANDSTONE DRY WELL COVER RE 11&12/L801 2021.05.07 CONSTRUCTION-PERMIT
++++++_. ,
789 2021.05.24 PERMIT REVISION 1
/ /, - 4 -�'• 'iwri + ++ _. _ CONCRETE PAVERS 2021.09.10 CONSTRUCTION PERMIT-REV2
SANDSTONE WALKWAY WITH PLANTED JOINTS I '/////////////A CONCRETE WALL
30"FENCE SEE FENCING PLAN L301 ___ ,,,,..„ `gip+ 4 RE 5&9 L801
SANDSTONE PAVERS 5/L801 �� _ "" , '� :: ::N: :' /L80
PLANTING RE L401
2 \ NOTES
/,\ / 6"FLOATING SIDEWALK RE 7/L801
— '.J l /r ��—\ \ 1.ALL AREAS WITHIN TREE DRIPLINES NEED TO USE
3 //� FLOATING SIDEWALK DETAIL FOR CONCRETE
WALKWAY CONSTRUCTION.
EXISTING TREES �. / �/®� n //
- a //IIII /
STEP 8/L801 [ /I ` / i, IF
BOLLARD LIGHT RE LIGHTING
q
14
i v pp
DECK RE STRUCTURAL / •. �q/
s' l • i so��ii®. e
-- / „Z
�, m
CONCRETE BANDS RE 3/L801 r �_
6'FENCE SEE FENCING PLAN L301 t ` _ - 1
i
PLANTING RE L400 1, 5 w'k
CONCRETE PAVERS RE 3/L801 ® .
` ly 6'FENCE SEE FENCING PLAN L301
JJ // � oD- 4�=�aR ��' RAISED SNOWMELTED CONCRETE WALKWAY RE 1/L801
=41, n- SNOWMELTED CONCRETE PAVING 6/L801
/ �� �' ram �,�� FOR CITY OF ASPEN
//
c=71 CD
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6'FENCE SEE FENCING PLAN L301 0 i l •110;12008�a
d
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1 oinal Da" ID �,
r.
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ft* 7 It '
4111-
/ • \ 1" ..
//�' ®w/ 3 , PROPOSED UTILITY LOCATION RE MEP
- SNOWMELTED CONCRETE PAVING RE 6/L801
TRANSFORMER RE MEP • �� -�� / /.' 6'FENCE SEE FENCING PLAN L301 PAN ABODE
GENERATOR RE MEP t f
GATE AND FENCING SEE FENCING PLAN L301 • A< . °" t-� RPO$ '�� :p°0� l
SLIDING GATE RE 7/L803 I\ m/ a • „, °I a
CONCRETE WALL RE 10/L801 ( ° an •' •ate,
/ ::44••,=----��e.'4�. 211 W.,COLD S AVENUE
CONDENSING UNITS RE MEP _ ••�����-�=---•- - ff TRENCH DRAIN RE CIVIL ASPEN,COLORADO 81611
�� • r�w BEAR PROOF TRASH ENCLOSURE
Hal
- - et!:44,1•��-�a °, SNOWMELTED VEHICULAR CONCRETE RE 2/L801
/ % -, ?s r � PROJECT NO:
22037.00
ALLEY BLOCKS
SHEET TITLE:
materials plan
/ .,
Approved by Parks Department
SCALE:1"=8'-0"
davidr 10/25/2021
iiii L300
north
FEERSEETailEIVED
rllro .n.o�."ooTM""�EEo""09/13/2021
ASPEN
BUILDING DEPARTMENT
II r
LEGEND
-— PROPERTY BOUNDARY C A
SETBACK LINE
—- -— — ---- architecture/urban design/interior design
PROPOSED FENCE TYPE 1 500 w.main st. 1830 blake st.
aspen,co 11 denver,co
793` 970.54 00617
8 9 303.308.1373
\ — -- PROPOSED FENCE TYPE 2 ,on"Wbnts:
Consultants:
PROPOSED FENCE TYPE 3 BLUEGREEN
w ASP s.,CNwc 1T.SUITE zoz
ES ASPEN,CO 81611
T Ho
P N PROPOSED FENCE TYPE 4 CONTACT40 SHERI
CONTACT 94cr:58675snrvzorvE
3 AVENUE
PROPOSED FENCE TYPE 5
C RI
O y EwAtK--- DECKING O)
L
01
v
/' I HARDSCAPE M
NOTES www.bluegreenaspen.com
/ ______ 1.ALL AREAS WITHIN TREE DRIPLINES NEED TO USE O copyn9nt bIue9reen
/ \ \ r / -- - FLOATING SIDEWALK DETAIL FOR CONCRETE
, / \ WALKWAY CONSTRUCTION. Issuances and Revisions:
\ 7893 2021.05.07 CONSTRUCTION-PERMIT
/ \/ 2021.05.24 PERMIT REVISION 1
2021.09.10 CONSTRUCTION PERMIT-REV 2
i
FENCE TYPE 2-30"HT-RE 2/L802 - ��o'
____,,,/ 4 -______
TRANSITION FROM FENCE TYPE 2 TO FENCE TYPE 3 7 / �'�\ _��\
FENCE TYPE 3-6'HT-RE 3/L801
1 -119111 ", A ,
/ -./ /WO 4,4r _______
may„ /
/
,„ .<_____,
__ __ ,...t. .„ , „
,,
_- •-••••••""" 'I.toss".172 ,/ I ,, i, „
FENCE TYPE 5-6'HT-RE 8/L802 -- � - m
- FENCE TYPE 1-6'HT-RE 1/L801
- ----
-_ /� r „.- GATE TYPE 2-6'HT-RE 5/L802
GATE TYPE 3-6'HT-RE 9/L802 -�
/C-3 1 iiiiil , • 4
I_ FENCE TYPE 4-6'HT-RE 6/L802
0 FOR CITY OF ASPEN
0
of i
FENCE TYPE 4-6'HT-RE 6/L802 / .110;12008'e
d
/tt,inal Day' o t
et
I* ,
1 111* k.,!..._..Q .
O /` GATE TYPE 1-6'HT-RE 4/L802
GATE TYPE 3-6'HT---• 9/L802 _ / Q ', i
PAN ABODE
GATE TYPE 3-6'HT-RE 9/L802 \ PROPO FENCE TYPE 1-6'HT-RE 1/L801
l� �/� S,i)1 ,4§') .,
SLIDING GATE-6'HT-RE 7/L803 �� SETBq C/C \
•
GATE TYPE 1-6'HT-RE 4/L802 211 W.HOPKINS AVENUE
FENCE TYPE 4-6'HT-RE 6/L802 \ �, ,, ASPEN,COLORADO 81611
cc,
_\ PROJECT NO:
up
0, 22037.00
-,_, ALIEV BLOCK 53
SHEET TITLE:
fencing plan
SCALE:1"=8'-0"
Approved by Parks Departmentiiii L3 01
davidr 10/25/2021 north
illgtggEgjrdtfV
.XERrro .n.o�..00TMEaw�Eow 09/13/2021
ASPEN
BUILDING DEPARTMENT
Pr
LEGEND —r--- 7
SYMBOL ABBR. COMMON NAME BOTANICAL NAME SIZE HEIGHT QUANTITY SPACING A
TREES
architecture/urban design/interior design
lI EXISTING TREES 500 w.main st. 1830 blake st.
aspen,co 81611 denver,co 80202
970.544.9006 303.308.1373
O Consultants:SUITEz02
Am QUAKING ASPEN MULTI STEM POPULUS TREMULOIDES B&B N/A 7 PER PLAN a
ASP=. :.tett0
Qa QUAKING ASPEN POPULUS TREMULOIDES 5" N/A 2 PER PLAN CONTACT.SHERI snuzorvE
1414
i
Qa COLUMNAR SWEDISH ASPEN POPULUS TREMULA'ERECTA' 5" N/A 1 PER PLAN pt
v
3
.71
SHRUBS
�y www.bluegreenaspen.com
Ca RED TWIG DOGWOOD CORNUS ALBA'SIBIRICA' B&B 30-36" 5 PER PLAN O copyright 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
2021.09.10 CONSTRUCTION PERMIT-REV 2
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
BLUEGRASS 796 SF
MULCH 395 SF
NOTES
1.TRANSITIONS BETWEEN PERENNIAL MIXES WILL BE
SOFT TRANSITION ZONES. FOR CITY OF ASPEN
•110112008
/t:.inal Da.' og�J,
d 'it. "'Y
\
.. lllill . %
PAN ABODE
211 W.HOPKINS AVENUE
ASPEN,COLORADO 81611
PROJECT NO:
22037.00
SHEET TITLE:
plant schedule
[
SCALE:1"=8'-0"
Approved by Parks Department L400
davidr 10/25/2021
1IED
„7- �.n."�.""oTME""�E ""c09 rzn121
ASPEN
BUILDING DEPARTMENT
LEGEND �� 7
SYMBOL ABBR. COMMON NAME BOTANICAL NAME SIZE HEIGHT QUANTITY SPACING A
TREES
--- architecture/urban design/interior design
/ :_,_, EXISTING TREES 500 w.n,main 61 denver, olake 02
\ \ t.
aspen,co in st. co 80202
18g3_ 970.544.9006 303.308.1373
3
� � Consultants:
3 O Am QUAKING ASPEN MULTI STEM POPULUS TREMULOIDES B&B N/A 7 PER PLAN ConsuBLUEGREltants:
\ 66s SPRING ST SUITE 202
w \
1:_ ASPEN,CO 8675
TEL 806.9C5.e]5
T NOPKIN I CONTACT GRER�s�,�GRE
;::.:.;.•. ,. $AVEN[JE 0 Qa QUAKING ASPEN POPULUS TREMULOIDES 5" N/A 2 PER PLAN
3 QaCOLUMNAR SWEDISH ASPEN POPULUS TREMULA ERECiA 5 N/A1 PER PLAN
�' C IA
IpEwACK L
0.
�
'. 0 v
'�
•:• ••••• SHRUBS
4I .. �¢1 ••.': a1� www�luegreenaspen.com
:. �_+ copynght bluegreen
1 rr.4;47&.
/. .,9�,r7 j�" ��w - ►y Ca RED TWIG DOGWOOD CORNUS ALBA'SIBIRICA' B&B 30-36" 5 PER PLAN/ �? i�l v IssuancesandRevisions::° � ORa WHITE BUD DWARF MUGHO PINE IlillIliE
BUD' SGAL i
-36" i
PER PLAN 2021.05.07 CONSTRUCTION-PERMIT
111— iiP.):
2021.05.24 PERMIT REVISION 1
2021.09.10 CONSTRUCTION PERMIT-REV 2
1.
�i �. n$pe+`,� �;•••:•,�`i�, ia's PERENNAILS
Q /44:I tot _it � -i\�� �i 0�i tir„fir.7111:1:$4$:'t'l'Ir:4;'"
W897 SF
.� o10.43 � SPOTTED NETTLE GAL. PER PLAN
-, �� �' ,ie° ---.-IW F � GRAPE HOLLY MAHONIA REPENS #1 GAL. 20 PER PLAN
��/ �®�� � «' #1 GAL. 20 PER PLAN
®� � CREEPING]ACOBS LADDER POLEMONIUM REPTANSl FFF JACOBS LADDER POLEMONIUM CAERULEUM #1 GAL. 20 PER PLAN
.it
/ ter ! VARIGATED LEMON THYME PENSTEMON SPP. #1 GAL. 20 PER PLAN
/ ix 4!rare/- i te ( �° LEMON THYME THYMUS SERPHYLUM #1 GAL. 20 PER PLAN
L f -- :4:4
ARKANSAS BLUESTAR AMSONIA HUBRICHTII #1 GAL. 20 PER PLAN
�� l \ - Li / FOAMFLOWER TIARELLA CORDIFOLIA #1 GAL. 20 PER PLAN
, 1 / r/ � , GROUND COVER
` ♦ �Th• ��`� ���� 4., - BLUEGRA.- 796 SF
m
�� ,� o ® �®y�i -_Iv` 41-7 f . - MULCH 395 SF
c, « / / / `�e ' ��''-+�, NOTES
_ NfrAt 1.TRANSITIONS BETWEEN PERENNIAL MIXES WILL BE
�) ! •
SOFT TRANSITION ZONES. Bluegrass(CST) IS FOR CITY OF ASPEN
o ; 1 �' rated for Very High
-_ water use.Revise all
/ accordinglyalculations
o/ �•,,�� �� �° HYDROZONE MAP HYDROZONE LE
f / IRRIGATION HYDRO a— E FOOTAGE t
11 l 1, r� rk���1p �NF
5
/ ` _ /j/jjj ZONE lA AND 1B-P • NNIA •ND 565 SF
4}i: }iii}ii:
...............
� :� // /// //:+:.,.`' ��� ZONEB PLANTING SHR OW LOW 344 SF .110il2008�e
�� ,. ! ::' -o WATER SHRUBS- nlnal Dar' -
77 ZO 1C AND �_v
Ls
i 1 '/ �;•'< DIUM WAT • 88 SF A ,�4.%17
/ / _��i % - * MEDIUM WATER TURF PLANTING- 796 SF _� r�
isfi, „ %� ,ye ZONE 7-TREES-MEDIUM WATER 970 SF
a 1 NOTES
6 �V
t.rs
\ \ pn i l 1.ALL PLANTING AREAS TO BE IRRIGATED. PAN ABODE
h
* pR\ \ r dvo Q@ Ary 2.REFERENCE SOIL AMENDMENT CRITERIA AND PREPARATION
/X// \ OPpS.r \ *,;' l Fe". NOTES ON SHEET L002 FOR COMPLIANCE WITH THE CITY OF
ETg \ • ASPEN WATER EFFICIENT LANDSCAPING STANDARDS.
8 S \��/ \_ ACK \ \ er,
211 W.HOPKINS AVENUE
.-�T / + I HAVE COMPLIED WITH THE CRITERIA OF THE WATER ASPEN,COLORADO 81611
'' EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM
"\_ / ... ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE
j LANDSCAPE IN THE PLANTING PLAN
y
�- / PROJECT NO:
,. 22037.00
9'
_ � A«EY„... $3 i fil(&—'
\ --- �� / NAME DATE3/2021
SHEET TITLE:
/ , "..... .............1 planting plan
SCALE:1"=8'-0"
[
Approved by Parks Department north L401
davidr 10/25/2021 0 „ooTME„"�E�o",„„�,„,"oreatomponiviireivE�
PERMISSION OF 110....SOUGHTOX NiClirrE
ro 09/13/2021
ASPEN
BUILDING DEPARTMENT
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 it 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.SPRING S
III A II I (Ili[11 4 'Ihldu'IC'1 EDGING TO BE 1/2"ABOVE FINISH CHAINLINK FENCING TO BE PROVIDED AND ASPEN,CO8161.SUITE.P02
III11111111111I!1i
GRADEMAINTAINED AT TREE DRIP LINE coNTACT snC075
snrvzorvE
LAWN PLANTING;6"UNLESS OTHERWISE NOTED
�y-- — ` STAKE EXISTING GRADE TO REMAIN a)
III—III—IIIa)
- -I III 1=1 =1 III—I I I I-
IIIIII—III --1 1=1 I HI I 1=1!I1 cri RI
IIHIIHII-
_ III—III I NOTES: 1.N ADDITIONAL PROTECTION OUTSIDE AT TREE DRIP LINE MAY BE
1 11-1 I IIII 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.bluegreenasperi.com
2. STEEL EDGING SHALL BE SAW CUT AND BUTT 3. MAINTAIN FENCE THROUGHOUT CONSTRUCTION. O copyright 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
2021.09.10 CONSTRUCTION PERMIT-REV 2
/61 STEEL EDGER (-3- TREE PROTECTION FENCE
\sD/ SCALE: 1-1/2"= 1'-0" \sD/ 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
el,0 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 0EDGE OF PLANTING BED CROWN MAY BE BURIED IN ROOT BALL
,tea , ,1 AND SHOULD BE EXPOSED TO
it\ FINISH GRADE v Al �, APPROPRIATE DEPTH AT STRUCTURAL
,I ROOT TO DETERMINE PLANTING DEPTH.
=IIIrot
III REMOVE CONTAINER AND r O O \ ' �, LOCATE GENTLY THE ROOT EMOVE OIROWN FLAIR ATL AS NEEDED O` LOOSEN ROOTSC���� ��1— I'L `��\ ! BASE OF TRUNK STEM.PLACE ON
JEII3E• ..a UNDISTURBED PERENNIAL PLANTING PLAN- �` ��I y� SUB-GRADE PEDESTAL.KEEP MULCH 1-2
SECTION SOIL TRIANGULAR SPACING UNLESS // INCHES CLEAR FROM THE TRUNK.
TREE FABRIC W/ Aim._.,
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 ID 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
REPOSE VARIES WITH STEEPNESS OF
PREPARED PLANT MIX. DEPTH 1 _ �. SLOPE AND SOIL TYPE(WHERE
MOUNTING CLIP MINIMUM 18 IN.UNLESS OTHERWISE —7 „ II I- DIRECTED ONLY)
-- - -- h - NOTED I\/\/ _\ �1\/\/*A SUB SOIL ANCHOR
COMPACTED FILL OR UNDISTURBED \/ // //\ \ PLANTING SOIL(BACKFILL)
NOTES: SUB GRADE \ ��• I/�
III —III 1. INSTALLATION TO BE COMPLETED IN / / / / / / / / / h �/��/�/ I_ 1_ //�//���_ ROUGHEN SIDES OF PIT FOR CITY OF ASPEN
1 =11 _ 111 ACCORDANCE WITH MANUFACTURER'S X\\//\%/\\//\\//\\//\%�\\/�\\/\� 1' 11-111-1 1— I\'?�\^1�
SPECIFICATIONS. I=III— —III_ 1-1 = I_I I I ,, UNDISTURBED SOIL-DIG PIT TO
FRONT ELEVATION 2. PLANT VINES PER LANDSCAPE PLANS. 4L 41. PROPER DEPTH. IF OVEREXCAVATION
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 /2- DECIDUOUS TREE PLANTING (MULTI STEM ASPEN) �FP��,p 0NF
\8O I SCALE: 1/2"= 1'-0" \so�
SCALE: 1" = 1'-0" \80% SCALE: 1/4"= 1'-0" 5
•11/� 0 12008
NOTE: /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�IrYry'�
ROOT CROWN SHALL BE SET 1-2 INCHES �,�
ABOVE FINISH GRADE,NOTE THAT ROOT 0r nil .1, 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. /\//\/\/\/\//\/\/\/\//\/\/\/\/
A 3 IN.SAUCER(MAX.)FIRMLY FORMED
MULCH \. ANGLE OF ///\\/��//\\ j\\/ j\\/ \ SCARIFIED SUBGRADE ISAUCER(USE TOP
RRIGATED AREASSOIL)EXCEPT IN DRIP 220 00T NO:
SAUCER3 SAUCER(MAX.)FIRMLY FORMED \///\ /\ \/ — PLANT MIX
=' `► '�j'""- REPOSE VARIES WITHO 9T STEEPNESS OF \\// / III— SCARIFY SIDES OF HOLE PRIOR TO
—Ill_.••-®, ,• ... II SLOPE AND SOIL TYPE(WHERE \ \ \ \ \ \ \ — — — — — — 1 PLANTING
I I\/\A \\/\\,/ 1 DIRECTED ONLY) /K\/�\��\/�\��\/// i 1 I I 1=1 I I_I I 1III 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
—>S)\1.1' I11-1I11-11— \'�1l'� - 95%COMPACTED FILL.
11 1 I III III III=1 —I I I I , UNDISTURBED SOIL-DIG PIT TO NOTE:
4I. PROPER DEPTH. IF OVEREXCAVATION SLOPE MAY VARY,SEE GRADING PLAN SCALE:1"=8'-0"
Approved by Parks Department / 2X BALL DIA.(MIN.) OCCURS RE-ESTABLISH DESIRED
ELEVATION WITH 95%COMPACTED FILL
davidr 10/25/2021 7-7- DECIDUOUS TREE PLANTING (SINGLE STEM) 4\ SOD PLANTING /1\ SHRUB PLANTING L800
\BD/ SCALE: 1/4"= 1'-0" �80/ SCALE: 1-1/2"= 1'-0" \80 y SCALE: 1/2" = 1'-0"
1IED
." ro .n."�.""oTME""�E,""P imar
09/13/2021
ASPEN
BUILDING DEPARTMENT
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_. e.v seN"'"c'
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' " • //, / 2"SAND SETTING BED Cr O.C.EACH WAY 1 �e���ew 4 IN.MIN.COMPACTED AGGREGATE
DRY WELL COVER 'lllllllllll' IIIIIIIIIIII -} " 644 ��������� 44j RE CIVIL coNTACT.snEa snrvzorvE
BELOW;RE CIVIL ti --•-------------- FILTER FABRIC ry R10 RIGID INSULATION BOARD III-_III III-_III III-_III-_I
1 INCH ASTM C-33 ������•���������•���������������1���1 a -�.�.�.�.�.�.�.�.�.�.�.�.�.�.. COMPACTED AGGREGATE
SAND SWEPT JOINT I Ian 4"MIN.COMPACTED } -III III-III III-III III-III-
-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 III III III UNDISTURBED SUB-GRADE OR
95%COMPACTED FILL - - - -I -I -I I- 95%COMPACTED FILL RE CIVIL a,
III III III-III-III-III-III-III-III UNDISTURBED SUB-GRADE I I I-I I El I El I El I El I El I I-IIA
EXISTING HISTORICAL PAVER OR 95%COMPACTED FILL; Cr'
RE CIVIL NOTE M
1.NON SLIP COMPONENT TO BE ADDED TO CONCRETE MIX. J]
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. A copyright blaegreen
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
2021.09.10 CONSTRUCTION PERMIT-REV 2
-12 UTILITY ACCESS BENEATH PAVER COVER-SANDSET / 9\\ STONE PAVERS WITH GRASS JOINTS (6 \ CONCRETE 4 IN. - SNOWMELT (PEDESTRIAN) i 6\ CONCRETE PAVER ON SAND BASE
�so� SCALE: 1"= 1'-0" 8o1
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 e EDGE JOINT IIIIII 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' -} 111.1=1 R-10 RIGID INSULATION BOARD
iiiiiiiiiiiiiii
e ASTM C-33 � / /`//��/l//////1 EXISTING SUBGRADE GEOTEXTILE FABRIC SECTION a} � --_�--_----- : CO PACTEDIAG FABRIC
RE CIVIL =dti-POR
////////, i////////////i���/ /4 SAND SETTING BED; Z SAND SETTING BED • } • • • • • • ,• • • -• • COMPACTED AGGREGATE
I% ���r��������������������d��AL�������������������������%%%4. RE CIVILip °_r ��i • ��i ��r �� n IN.MINUS COMPACTED AGGREGATE
a-�-�-�-�- r-�-�-�-�-�-�-�• FILTER FABRIC Co • •-• •--• • • •
E�MOIP /g101010101010 1 BASE COURSE; ° �� _ _ _i�i i�i� _` ,All
E���� .-.�� - ° 4 IN.COMPACTED AGGREGATE ram, _ _ _ _��
E ��1 RE CIVIL BASE SOD JOINT �� , $ •t'• • •�`• • • • • • •i-• •
Mv.Wa :�� �� GEOTEXTILE °' -III III-III III=III III- .11W I I.. .. f 1 I UNDISTURBED SUB-GRADE OR
FABRIC;RE CIVIL a -IIIIII III=1I III-III 13,...-41
=III III-III-III-III-III=III= 95%COMPACTED FILL
• ° I I -I 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 plicii.........,) •1 OTHERWISE SHOWN ON DRAWINGS.
SUB-GRADE OR 2.FIELD TO CONSIST OF IRREGULAR ■y 4.LANDSCAPE ARCHITECT TO APPROVE COLOR SAMPLES&FORMWORK PRIOR TO POURING FOR CITY OF ASPEN
95%COMPACTED NOTE PAVERS OF VARYING SIZES (- ZA" lib., 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. ll
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(S)LOCATION(S)TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR
SURE NOT TO BREAK UNTIL REINSTALL PLAN TO INSTALLATION.
/ iii 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) �`��\�,0 0NF
�so� SCALE: 1"= 1'-0" L801 LBol LBol 5
SCALE: 1-1/2"= 1'-0" . / SCALE: 1/2"= 1'-0" / SCALE: 1"= 1'-0"
\ \ r///, I114117w 11
1 IN.CHAMFER r t.inah'r o �,
i • :ti: . 'I.'16 r
m\ �bB SONOTUBE CONCRETE FOOTING + 0
1.�
c w° . FENCE(TYPE 4)
Ts/ ? RE TO L301&6/L802 MOMill • %
z 6 3/4 IN.VERTICAL REVEAL FROM '
ry �� > l 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. - 3,4&6-FOOT LENGTH x
v } I CENTERED ON JOINT 16-INCH WIDTH x 2-IN.THK. _.�
- FINAL GRADE
•// PEDESTRIAN CONCRETE BUILDUP a. .. STONE SLAB PAVER;SNAPPED -
Co b
\\j ° L. I _•_•_•_•_ RE:TO DETAIL 6/L801 EDGE °° min. 4 12 IN.THK.4000 PSI CONCRETE W/
\ \�'/\,\/ �II011011 CAST IN PLACE CONCRETE WALL; �IIIi/ 'I�� /iI - - �-"- -� 'A-� , -p ,-.°11- SNOWMELT TUBING TIED TO#4 211 W.HOPKINS AVENUE
1� SAND SETTING BED III - ° a °° d ASPEN,COLORADO 81611
/\ \1 • - - BOARD FORM WITH REVEALS AS SPECIFIED;HEIGHT VARIES;SEE ��������������������/ifi�� 1O-_ , ° 4 REBAR @ 18 IN.O.C.EACH WAY
% I= I I GRADING PLAN reare cellar elate 1���� FILTER FABRIC I _ _ _ __ _ _ _ _ _._ _
H 1 _ R10 RIGID INSULATION BOARD
\// //////�/�/�/�/�/�/�/�/�/�/�/�/�/�///� 4 IN.COMPACTED AGGREGATE I` III IltWO��O���O���OWO �444444 C-I I
•
ENGINEERED FILL �/ #4 @ 12"O.C. II-III-III-III- I-I I I-I I I-I I I-I I I-I I BASE 'o I I•••••••••••••••••••� • - COMPACTED AGGREGATE
/ ,` ENGINEERED FILL �' _ III III III III III III-III-III-III-III T.-I 11 • • • • • • •. PROJECT NO:
- - _ UNDISTURBED SUB-GRADE OR
PERFORATED �\\/� \ \, #4 @ 12"O.C. $IDEWALK PLAN VIEW 4"EPDXY COATED GREASED II- - IIII 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
,4i 1": . � ... SLOPE TO DRAIN;RE STRUCTURAL CENTER.2'MIN.LENGTH 95%COMPACTED FILL
I.III-III 1,r 4-#4 CONT.TOP ,� ' " .}' CENTERED ON JOINT NOTE
-III- • 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. i
'lo\ CAST IN PLACE CONCRETE WALL 7'71
\ SIDEWALK-FLOATING (FOR DEVELOPMENT NEAR TREES) (4\ STONE SLAB - SAND BASE /1� RAISED CONCRETE WALKWAY - SNOWMELT L80
�Bo,/ SCALE: 3/4"= 1'-0" \8o) SCALE: 1/2"= 1'-0" �BD% SCALE: 1-1/2"= 1'-0" \Boy SCALE: 1" = 1'-0"
ravorzsT=EarzzA1IED
09/13/2021
ASPEN
BUILDING DEPARTMENT
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„
1 — UPI ill ill ill ill Ui�l architecture/urban design/interior design
B I
C 2X2 BOARDS,ON I - - �� ■� ■� ■� ■� ■�\ ' INTERIORSIDE AND 500 w.main st. 1830 Blake st.
\ ■ 1X4BOARDS,OFFSETONaspen,co 81611denver,co 80202
PAINTEDTOMATCH 970.544.9006 303.308.1373
ADDITIONPBOTH 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".,�.
PAINTED TO MATCH ' ' PER ACOUSTICAL IMBEDDED IN CONCRETE BLUEGREEN
.\ \"" /A//A/ ADDITION, •TYP. I ■ ■ ENGINEER BASE AND PAINTED TO ASPEN,Co ecesr.suns zoz
vv/vv/vv/vv evvivv/vv/vv
\ ZA MATCH ARCH ENTRY conrn0Tsneai snrvzorve
VAA�AA�AA/VAA �V LOCKING GATE HARDWARE, i I ■ _
6 / x ��� or 8 - 1X2 NOMINAL POST
VAAA�VA/VAA/\� �AAAAVA DARK BRONZE FINISH 5 �� ■ - - ATTACHED ��111 1■1■1 1■1■1 1■1■1 1■1■1 1■�I.
V � / / / /\� o 4X4 METAL POST HORIZONTALLY TO POSTI C RI
/AAAA , A„ /AA/AA/\ INTERIOR OF ALL RISER PIPES 4X2 BOARDS • ■ IMBEDDED IN ASE o i
V/�\AA/AAA/A I (/A/\AA//AAA// SHALL BE BLACK WITHIN 6'OF IN COLOR.FACE TE PAINTED TO MATCH AND PAINTED TO `°
; /\/\/\/\ 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 IN MI 1■1■1 1■1■1 1■1■1 1■1■1 1■i. WWWA copyr reenaspen.com
BRONZE FINISH,TYP. I _
\ •
• ' , �� '� '� '� '� �� p copyright bluegreen
Issuances and Revisions:
I SECTION ELEVATION SECTION ELEVATION 2021.05.07 CONSTRUCTION-PERMIT
2021.05.24 PERMIT REVISION 1
\ 2021.09.10 CONSTRUCTION PERMIT-REV 2
/12� SOFTSCAPE AREA DRAIN �9\\ GATE TYPE 3 - TYP. 1-6 \ FENCE TYPE 4 - TYP. 1-,- 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� 1� -� .� ��
_ ATTACHED
II
ARCHITECTURAL WALL - -I HORIZONTALLY TO POST �I'I■n1, ■1■1 111 ■I ■1 ■� 4X4 NOMINAL POST
NEW ARCH SIDE OF 1X4 BOARDS,OFFSET ON �nw 1X4 BOARDS, IMBEDDED IN CONCRETE
- BOTH SIDES AND ON EXTERIOR SIDE AND BASE AND PAINTED TO
FENCE-FENCE ' ARCH ENTRY
PAINTED TO MATCH ARCH PAINTED TO MATCH
ATYP.
ADJACENT MATERIAL MAY VARY TYPE 4 RE 6/802 ENTRY,TYP. III11 y , 5'-0"
fPAN ABODE SIDE OF 4X4 NOMINAL POST -I 2STEEL LANDSCAPE EDGE - FENCE-FENCE TYPE 3 IMBEDDED IN CONCRETE 1X4 BOARDS,OFFSET
d111 ' ",R l" WITH NO GAPS RE 3/L802 BASE AND PAINTED TO I I ONEXTERIORSIDEAND
4 IN.DEPTH COMPACTED GREY - MATCH ARCH ENTRY11PAINTEDTOMATCHSANDSTONE AGGREGATE RE L002 - z I ADDITION,TYP.
r LOCKING GATE HARDWARE, _ ^■
_ - DARK BRONZE FINISH ■11111 ■I■I ■II■ ■11■ 1 •UE 4X4 NOMINAL POST
iO IMBEDDED IN CONCRETE
ry IIP
III 1 i I— 1-1 MATCH ARCHIENTRYTO
—1 1-1 1-1 —1 Q IIIIIIII
III I I I—III—I AGGREGATE BASE RE CIVIL _ Zp
_ 1 t 1X2 NOMINAL III I I III—III — —III UNDISTURBED SUBGRADE OR II POST ATTACHED
HORIZONTALLY
— "—' 95%COMPACTED FILL SECTION TO POST ELEVATION
_
i SPRING-LOADED HEAVY
DUTY GATE HINGE,DARK
- BRONZE FINISH,TYP. VM 1■1�� ��■ ��'� ■=■g
_ _ 'nnni.i'i10.1.1.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 0NF
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"
•110/12008
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� 1
{,e , e'y{� ii0,,g c( �s! s sfTK pLLLLEEE� IN CONCRETE BASE AND I\ - • 1� • 1
• .. „_ ••• „ • DRAIN GRATE PAINTED TO ARCH ENTRY
LLLLLLLLLLL
.•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.
/ II •• • _ POURED IN PLACE CONCRETE PLAN INTERIOR SIDE AND ■
III�0 PAINTED TO MATCH \\ ! _ o.
0000j1111°O ...9hs.` l .°° •■ SUBSLAB;RE:STRUCTURAL
•-•-•-•-` tr•
.• a•••••1 ADDITION,TYP. _ \ 211 W.HOPKINS AVENUE
•■ °t`: '.v. ,i••■•_••■- 2 IN.RIGID INSULATION l7 \ a ASPEN,COLORADO 81611
ge •■����� - • •• ° °���•••■■wt:� LOCKING GATE HARDWARE, �- x 1 A
•.•'Y-,■■��■■ ••■t nf•`„ VARIES(SEE CIVIL x 00,4n...0.44111°.i: . :•:°IIII •pgrj A (2) #5 BOTTOM DWGS) x \ \ ■ 2X2 METAL POST a'-
• •• i••.f,•� DARK BRONZE FINISH IMBEDDED IN
'� `�.■■•�■�hIIIIIIIIIIIII!•••• • �" FINISH SURFACE(SEE PLAN) - ■
io
>-- •�� i Li��•�•�II�■�•�■�1DO■�.Irgi-i Li-i 3-4 IN.COMPACTED ii )1 '"°' 'o \ ' MATCH ARCH ENTRY
I ='.•=-„•.......ssec AGGREGATE m ���,`n,' INTERIOR SIDE AND \
III.. L - L 1 a �.L III a"MINUS COMPACTED P PAINTED TO MATCH \\ ■ 4X2 BOARDS,ON
II III itt4 1:`��•` � �� III AGGREGATE �� ^�iA ADDITION,TYP. INTERIOR SIDE AND
—III `y4V4ej.f -•�- 0,=III—III s CONCRETE I \ PAINTED TO MATCH — - SHEET TITLE:
Nri �L 1L L v—III—III— �i SPRING-LOADED HEAVY ■ ADDITION,TYP.
IIIIImax ` :•- :•- � �— '/ / / [
- ����� � � �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!-!vim_ _
_ _ _ III �/VAA/ PIPING AND DRAINAGE OF • OF
I1 III—III—III—III—III -III / A: 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. /1/ FENCE TYPE 1 - TYP.
�80j SCALE: 1-1/2"= 1'-0" y80� SCALE: 3"= 1'-0" �B0% SCALE: 3/4" = 1'-0" �s0% SCALE: 3/4" = 1'-0"
1IED
rpro .n=E.z"mer. wT
3
ASPEN
BUILDING DEPARTMENT
c,,
0 architecture/urban design/interior design
IT= 500 w.main st. 1830 Blake St.
aspen,co 81611 denver,co 80202
wQ 970.544.9006 303.308.1373
." rPi
Ili .
- y8"(TYP) Consultants:
6X8 OFF WHITE ��-° ! SAWCUT JOINT LVEGeEsry SUITE
PLASTIC PLAQUE - .° q' • seors,508 o,:
WITH B&W PHOTO . v, corv.ncT.snEai snrvzorvE
CONCRETE SLAB
REP Zi,
8X8 WESTERN RED CEDAR i - '.;a.•.'• •� c
POST FINISH TO MATCH
HISTORIC PAN ABODE ' . a)
16" 11411
. \ :...
CONCRETE '\\ �\/\/\ \/ O copyright bluegreen
FOOTING \N \\\A/ j%�///A /'/'' ' Issuances and Revisions:
ELEVATION SECTION 2021.05.07 CONSTRUCTION-PERMIT
2021.05.24 PERMIT REVISION 1
2021.09.10 CONSTRUCTION PERMIT-REV 2
\ /6\ HISTORIC MARKER / 3\ CONTROL JOINT
\L_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 ' -
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 4(5\110 0NF
�80y SCALE: 1" = 1'-0" \BD! SCALE: 1" = 1'-0" 5
/e
•11 0+R008
/�I,ifr t�Ir:nal 0�a.'' o �,
-�
7'-4"GATE / 7
(MOUNTED ON INSIDE OF FENCE) \ �(, Q:j,y/
61r
5'_U" �'
GATE OPENING
As-
2X4 FRAME
AROUND FENCE(TYPE 4) ADJACENT SURFACE;RE.TO PLANS
PERIMETER OF 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
VANES CONCRETE SLAB 211 W.HOPKINS AVENUE
J_ ASPEN,COLORADO 81611
- SAND SETTING BED 1111/1.1111111111
PROJECT NO:
22037.00
SHEET TITLE:
construction details
Div
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 L
�803„,/ SCALE: 3/4"= 1'-0" �80% SCALE: 1" = 1'-0" �$D� SCALE: 1" = 1'-0"
1IED
.„ ro .n.o==tow"09/13/2021
ASPEN
BUILDING DEPARTMENT
Pr
C A
architecture/urban design/interior design
___ 500 w.main M. 1830 blake A.
-L-- _ aspen,co 81611 deriver,co 80202
u - _ 970.544.9006 303.308.1373
I•EM INI' - -M . M �M ' 1m ——— -— . E ...„. Consultants:
Mill, BLUEGREEN
- � ' ` ASPENSCO8865;.SUITE P02
D- CONTEL ACT T sNEa sAN=oNE
, Mu... IIMI MN
ANIWI _ / lir- 30.
D D
--- D A• CONCRETE PAVERS R - L8OF yC RI
411W_- PLANTING SEE 1TIf�G,'LAN • 01
al
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2021.05.07 CONSTRUCTION-PERMIT
X 1' 10'0" 2'-4" 20'-0" 2'-1" / IP- 2021.05.24 PERMIT REVISION 1
a - - - ®�, - ®II`_®; �� / 2021.09.10 CONSTRUCTION PERMIT-REV2
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FOR CITY OF ASPEN
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PAN ABODE
211 W.HOPKINS AVENUE
ASPEN,COLORADO 81611
PROJECT NO:
22037.00
SHEET TITLE:
enlargements
SCALE:1"=8'-0"
L805
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ASPEN
BUILDING DEPARTMENT