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HomeMy WebLinkAboutFile Documents.232 E Main St.0132.2018 (112).ACBKsheet index landscape drawings context map permit set pr o g r e s s s e t 0 6 / 2 6 / 2 0 1 8 sheet index IR-1 irrigation drawings legend and notes pe r m i t s e t 0 9 / 0 6 / 2 0 1 8 north L000 L200 L201 L400 L001 cover layout plan planting plan notes materials plan L002 notes L800 details bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen 232 e main Aspen L801 details 90 % p r o g r e s s s e t 0 8 / 1 4 / 2 0 1 8 L802 details pe r m i t s e t 0 9 / 0 6 / 2 0 1 8 IR-2 irrigation plan IR-3 details L000 cover 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set IR-4 details 12/26/2018 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen SCOPE OF WORK CONTROL OF WORK LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC EARTHWORK EROSION AND DUST CONTROL LAYOUT AND CONTROL OF MATERIALS 1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK BY THE SUBCONTRACTORS. 2.WATERPROOFING OF SUBGRADE AND OTHER ARCHITECTURAL SPACES BELOW AND/OR ADJACENT TO IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT IS TO BE ADEQUATELY DESIGNED AND DETAILED BY OTHERS TO PERMANENTLY REPEL ALL WATER SOURCES INCLUDING, BUT NOT LIMITED TO: PRECIPITATION, SNOW MELT, SURFACE RUNOFF, SUBSURFACE DRAINAGE, GROUND WATER, IRRIGATION, ROOF RUNOFF, GROUND WATER AND PLUMBING LEAKS. 3.STRUCTURAL DESIGN TO SUPPORT IMPROVEMENTS DESIGNED BY THE LANDSCAPE ARCHITECT AND LOCATED ABOVE, BELOW AND/OR ADJACENT TO SUBGRADE AND OTHER ARCHITECTURAL SPACES IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER. THE STRUCTURAL DESIGN SHOULD BE ADEQUATELY DESIGNED TO SUPPORT ALL POSSIBLE LOADS INCLUDING, BUT NOT LIMITED TO: BACKFILL, COMPACTION, PLANTINGS, HARDSCAPE, RETAINING AND FREESTANDING SITE WALLS AND CONSTRUCTION MATERIALS/EQUIPMENT/ACTIVITY. 4.THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR DOCUMENTED WORK FOR WHICH CONSTRUCTION SERVICES WERE NOT PERFORMED BY THE LANDSCAPE ARCHITECT. 1.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT JOB SITE AND NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR OF DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING ANY WORK. 2.ALL WORK SHALL CONFORM TO THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES, LINES AND STRUCTURES PRIOR TO EXCAVATION OR TRENCHING. DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. THE LANDSCAPE ARCHITECT ASSUMES NO RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE LANDSCAPE DRAWING SET. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS AND ELECTRICAL LINES. 3.'CONTRACT DOCUMENTS' INCLUDE THE LANDSCAPE DRAWING SET, LANDSCAPE TECHNICAL SPECIFICATIONS MANUAL AND LANDSCAPE LASIS. 4.THE LANDSCAPE ARCHITECT HAS PROVIDED DESIGN INTENT BUT DOES NOT DEFINE THE APPROPRIATE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES UTILIZED OR SAFETY PRECAUTIONS. THE LANDSCAPE ARCHITECT WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5.THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF ANY DISCREPANCIES, GRAPHICALLY SHOWN MATERIAL QUANTITIES SHALL TAKE PRECEDENCE. 6.A SYSTEM OF DIAGRAMMATIC SYMBOLS, HATCHES AND NOTATIONS IS USED IN THESE DRAWINGS. REVIEW NOTATIONS CAREFULLY AND REQUEST CLARIFICATION FROM THE LANDSCAPE ARCHITECT REGARDING ANY UNCLEAR NOTATION OR DISCREPANCY PRIOR TO COMMENCING WORK. 7.PROVIDE SLEEVES AS REQUIRED FOR DRAINAGE, IRRIGATION AND ELECTRICAL LINES. IRRIGATION AND ELECTRICAL SLEEVES AND SUBSURFACE DRAINAGE SYSTEMS SHALL BE CONSTRUCTED PRIOR TO PAVING AND LANDSCAPE WORK. UTILITY SLEEVES ARE REQUIRED IN ALL PLANT BEDS ISOLATED BY PAVEMENT OR ANY OTHER STRUCTURES. 8.SPECIAL CONSIDERATION IS GIVEN TO THE DESIGN AND INTENDED RELATIONSHIP BETWEEN ARCHITECTURE, PLANTING AREAS AND PAVING SYSTEMS. PAVEMENT JOINTING, PAVERS, STONE, FINISHES AND GRADES HAVE BEEN STRICTLY COORDINATED DURING THE DESIGN PROCESS. CONSTRUCTION OF THESE SYSTEMS MUST BE STRICTLY COORDINATED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION. 9.CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT OF ANY CONFLICTS IN GEOTECHNICAL REPORT RECOMMENDATIONS AND LANDSCAPE DRAWINGS OR OTHER CONSULTANT DRAWINGS. 10.THE CONTRACTOR SHALL VERIFY THE PLACEMENT OF FLATWORK PENETRATIONS TO ENSURE COORDINATION OF SURFACE FIXTURES, SUCH AS DRAINS AND LIGHTS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION OF FLATWORK. 11.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS TO VERIFY FINISHED FLOOR ELEVATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION. 12.THE CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS TO VERIFY DRAIN LOCATIONS OVER STRUCTURE. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION. 13.THE CONTRACTOR SHALL REFER TO THE CIVIL ENGINEERING DRAWINGS TO VERIFY UTILITY AND OTHER DRAIN LOCATIONS. NOTIFY THE GENERAL CONTRACTOR AND LANDSCAPE ARCHITECT OF DISCREPANCIES PRIOR TO CONSTRUCTION. 14.THE GENERAL CONTRACTOR IS TO KEEP ALL ITEMS DESIGNED BY THE LANDSCAPE ARCHITECT FOR IMPLEMENTATION IN PROPER WORKING ORDER THROUGHOUT THE DURATION OF THE PROJECT. 1.THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL CONTRACTORS MUST COMPLY WITH PERMIT REQUIREMENTS, LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES RULES AND REGULATIONS AND LAND USE APPROVAL CONDITIONS AT ALL TIMES. 2.WORK PERFORMED WITHOUT APPROVAL OF LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES AND/OR NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS IS SUBJECT TO REMOVAL AT THE CONTRACTOR'S EXPENSE. 3.ALL CONSTRUCTION AND MATERIALS NOT SPECIFICALLY ADDRESSED IN THE CONTRACT DOCUMENTS SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES STANDARDS. 4.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE AND ANY SUCH IMPROVEMENTS AND STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. 5.ALL BARRICADING AND TEMPORARY TRAFFIC CONTROL DEVICES OR METHODS USED DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES STANDARDS. PROVIDE ADEQUATE TIME FOR REVIEW AND APPROVAL BY THE ABOVE JURISDICTIONS PRIOR TO COMMENCEMENT OF WORK. 1.THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES. 2.LIMITS OF DISTURBANCE SHOWN ON PLANS AND CROSS-SECTIONS SHALL BE CLEARLY MARKED AND DESIGNATED ON-SITE PRIOR TO ANY EARTHWORK. 3.THE PROJECT LIMIT OF CONSTRUCTION AND ALL EXISTING VEGETATION TO REMAIN IS TO BE CLEARLY DEFINED BY STURDY, WEATHERPROOF FENCING AT A MINIMUM OF FOUR (4) FOOT HEIGHT. 4.EXISTING TREES TO BE PRESERVED SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS THEY BEAR TO PRE-CONSTRUCTION GRADE. 5.EXISTING TREES & VEGETATION TO BE PRESERVED SHALL BE PROTECTED WITH STURDY, WEATHERPROOF FENCING AT A MINIMUM FOUR (4) FOOT HEIGHT INSTALLED NO CLOSER TO THE TREE TRUNK THAN ITS DRIPLINE. THIS FENCE SHALL BE MAINTAINED IN WORKING ORDER DURING ALL PHASES OF CONSTRUCTION. MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH. 6.NO WORK SHALL BE CONDUCTED WITHIN THE DRIPLINE, UNLESS REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. ALL WORK APPROVED WITHIN THE DRIPLINE SHALL BE COMPLETED BY HAND. PROTECT ROOT SYSTEMS FROM PONDING, EROSION OR EXCESSIVE WETTING. 7.SOIL ANALYSIS MUST BE PERFORMED BY A QUALIFIED SOIL-TESTING LABORATORY ON IMPORTED OR MANUFACTURED TOPSOIL. A WRITTEN ANALYSIS MUST BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. THIS REPORT MUST STATE PERCENTAGES OF ORGANIC MATTER; GRADATION OF SAND, SILT, AND CLAY CONTENT; CATION EXCHANGE CAPACITY; NATURE OF DELETERIOUS MATERIAL; PH; AND MINERAL AND PLANT NUTRIENT CONTENT OF THE SOIL. 8.IMPORTED TOPSOIL IS TO BE OBTAINED FROM NATURALLY WELL-DRAINED CONSTRUCTION OR MINING SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM AGRICULTURAL LAND, BOGS OR MARSHES. 9.PROPOSED ELEVATIONS INDICATED ON DRAWINGS ARE FINISHED GRADE ELEVATIONS. THE CONTRACTOR SHALL DIRECT ROUGH GRADE WORK TO ALLOW FOR SUFFICIENT TOPSOIL AND OTHER FINISHED CONDITIONS AS DESCRIBED IN THE CONTRACT DOCUMENTS. 10.ALL FINISHED GRADES SHALL MEET AND BLEND SMOOTHLY WITH EXISTING GRADES AT THE PROJECT LIMIT. 11.ALL FINISHED GRADES SHALL BE WITHOUT LOW SPOTS OR POCKETS. THE CONTRACTOR SHALL SET FLOW LINES ACCURATELY AND PROVIDE A MINIMUM OF TWO (2) PERCENT OR MAXIMUM OF FIFTY (50) PERCENT, UNLESS OTHERWISE NOTED. 12.ALL FINISHED GRADES SHALL PRESENT SMOOTH TRANSITIONS BETWEEN TOES AND TOPS OF SLOPES. 13.THE MAXIMUM SLOPE OF SOD TO BE 33% IN AREAS DESIGNATED AS " LAWN," UNLESS OTHERWISE NOTED. 14.ALL MANHOLES, VALVE BOXES, UTILITY BOXES AND PEDESTALS, AND OTHER APPURTENANCES SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE LOCAL, STATE AND FEDERAL JURISDICTIONS AND GOVERNING BODIES/AGENCIES OR UTILITY RULES AND REGULATIONS, UNLESS OTHERWISE NOTED. 15.DEFINITION OF COMPACTION: PROCTOR DRY DENSITY. 16.SOIL COMPACTION BENEATH PAVEMENTS, STEPS, WALLS AND LIGHT FOUNDATIONS SHALL BE 95% PROCTOR DENSITY MINIMUM, UNLESS OTHERWISE SPECIFIED. 17.GRADING AND EXCAVATION WORK SHALL BE COMPLETED DURING DRY AND NON-FREEZING WEATHER CONDITIONS. 18.THE CONTRACTOR SHALL REMOVE AND STOCKPILE TOPSOIL FOR REUSE ON-SITE. SOIL SHALL BE SCREENED TO REMOVE ROCKS AND BOULDERS. 19.THE CONTRACTOR SHALL REUSE ANY STRUCTURAL SOIL FOUND ON SITE. 20.THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 21.THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE DEVICES DURING CONSTRUCTION. 22.THE CONTRACTOR SHALL VERIFY ALL CONTROL POINTS, FINISH FLOOR ELEVATIONS AND PROPOSED SPOT ELEVATIONS WITH THE LANDSCAPE ARCHITECT PRIOR TO FORMWORK INSTALLATION. STORAGE AND DISPOSAL 1.VEHICLES, EQUIPMENT, AND/OR MATERIALS SHALL NOT BE PARKED OR STORED IN AREAS OF EXISTING VEGETATION, INCLUDING WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN. 2.LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST WIND, RAIN AND SNOW DAMAGE. 3.CONSTRUCTION WASTE, INCLUDING BUT NOT LIMITED TO PLANT MATERIAL, BUILDING MATERIALS, DEMOLISHED MATERIALS, PACKAGING, LEFTOVER PAINT AND CONCRETE SLURRY, SHOULD BE PROPERLY REUSED, RECYCLED, DISPOSED OF LEGALLY OFF-SITE OR IN DESIGNATED WASH-OUT AREAS DETERMINED BY THE GENERAL CONTRACTOR. 4.RECYCLING AND TRASH BINS TO BE PROVIDED ON SITE. SEPARATE BINS FOR CARDBOARD, CO-MINGLED, AND OTHER RECYCLABLE/REUSABLE MATERIALS IDENTIFIED BY THE LOCAL JURISDICTION SHALL BE MAINTAINED. ALL BINS TO BE WILDLIFE-PROOF. 5.ON-SITE FUEL STORAGE FOR CONSTRUCTION EQUIPMENT IS DISCOURAGED. CONSTRUCTION EQUIPMENT USED ON SITE TO BE CHECKED REGULARLY TO ASSURE CONTAMINATION CONCERNS FROM OILS AND GREASES ARE ELIMINATED. NO TOXIC MATERIALS SHALL BE STORED ON-SITE. 1.LAY OUT AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE LANDSCAPE ARCHITECT IS TO REVIEW AND APPROVE ALL LAYOUTS CONTAINED IN THE CONTRACT DOCUMENTS PRIOR TO CONSTRUCTION. 2.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DIMENSIONS FROM REDUCED DRAWINGS. 3.DIMENSIONS REFERRED TO AS "EQUAL" INDICATE SPACING WHICH IS EQUIDISTANT MEASURED TO THE CENTERLINES. 4.MEASUREMENTS ARE TO THE FINISHED FACE OF BUILDINGS, WALLS OR OTHER FIXED SITE IMPROVEMENTS. DIMENSIONS TO CENTERLINES ARE IDENTIFIED AS SUCH. 5.INSTALL INTERSECTING ELEMENTS AT 90-DEGREE ANGLES, UNLESS OTHERWISE INDICATED. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS INDICATED IN THE CONTRACT DOCUMENTS. 6.THE CONTRACTOR SHALL PROVIDE A FULL-SCALE MOCKUP OF ALL PAVING SYSTEMS AND RECEIVE APPROVAL FROM THE LANDSCAPE ARCHITECT BEFORE BEGINNING CONSTRUCTION. 7.EXPANSION JOINTS SHALL BE PROVIDED WHERE FLATWORK MEETS VERTICAL STRUCTURES, SUCH AS WALLS, CURBS, STEPS, AND OTHER HARDSCAPE ELEMENTS. EXPANSION JOINTS SHALL ALSO BE PROVIDED AT MATERIAL CHANGES. EXPANSION JOINT MATERIALS/METHODS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8.CONTROL JOINTS SHOULD BE SPACED NO GREATER THAN TEN (10) LINEAR FEET MAXIMUM, UNLESS OTHERWISE SPECIFIED. EXPANSION JOINTS SHOULD BE SPACED NO GREATER THAN FORTY (40) LINEAR FEET MAXIMUM, UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL ADVISE ON OTHER JOINTS AS NEEDED TO MINIMIZE CRACKING. THIS INFORMATION SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9.ALL STEPS SHALL HAVE FOURTEEN (14) INCH TREADS AND SIX (6) INCH RISERS, UNLESS OTHERWISE SPECIFIED. 10.HOLD TOP OF WALLS & FENCES AND ALL SITE FURNISHINGS LEVEL UNLESS OTHERWISE SPECIFIED. 11.THE CONTRACTOR SHALL NOT INSTALL WORK LOCATED ON TOP OF ARCHITECTURAL STRUCTURES WITHOUT FIRST REVIEWING ARCHITECTURAL DRAWINGS. 12.SAMPLES OF SPECIFIED MATERIALS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PROCUREMENT. 1.THESE NOTES SUPPLEMENT THE CIVIL ENGINEERING DOCUMENT SET. NOTIFY THE LANDSCAPE ARCHITECT AND CIVIL ENGINEER OF ANY DISCREPANCIES. 2.PRIOR TO BEGINNING ANY DISTURBANCE, THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL SESC MEASURES AS SHOWN ON THE CONTRACT DOCUMENTS AND AS REQUIRED BY ANY GOVERNING AGENCIES. 3.ALL SESC MEASURES TO BE MAINTAINED DAILY. 4.THE CONTRACTOR SHALL PREVENT SOIL LOSS TO WIND AND WATER EROSION. 5.THE CONTRACTOR IS TO CONDUCT ALL EXCAVATION, FILLING, GRADING, AND CLEANUP OPERATIONS IN A MANNER SUCH THAT SEDIMENT GENERATED BY WIND OR WATER IS NOT DISCHARGED INTO ANY STORM SEWER, DRAINAGE DITCH, RIVER, LAKE, AIR OR UNDERGROUND UTILITY SYSTEM. 6.WATER FROM TRENCHES AND OTHER EXCAVATION TO BE PUMPED INTO A FILTRATION BAG TO REMOVE SEDIMENTS FROM THE WATER. 7.NORTH AMERICAN GREEN SC-150 OR EQUIVALENT EROSION CONTROL FABRIC IS REQUIRED ON ALL DISTURBED SLOPES GREATER THAN 33% UNTIL PROJECT AREA IS REVEGETATED PER THE PLANTING PLAN. 8.CONTRACTOR TO PROVIDE ONSITE WATERING TO REDUCE FUGITIVE DUST LEAVING THE SITE DURING CONSTRUCTION. 9.SOIL EROSION CONTROL MEASURES TO BE PROVIDED FOR ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS. 10.CONSTRUCTION STAGING AND PHASING SHALL OCCUR, WHERE APPLICABLE, TO MINIMIZE SOIL DISTURBANCE TIME, THEREBY REDUCING THE OPPORTUNITY FOR SOIL EROSION. 11.BEST MANAGEMENT PRACTICES (BMPs) SHALL BE ADJUSTED AS NEEDED TO MEET ANY OTHER UNFORESEEN CONDITIONS. 12.THE GENERAL CONTRACTOR MUST INSTALL A MUD TRACKING PAD/WASHING PAD AT THE CONSTRUCTION ENTRANCES TO MINIMIZE MUD DETACHMENT FROM TRUCK TIRES. 1-1/2 INCH SCREENED ROCK TO BE PLACED ON MIRAFI 140-N FILTER FABRIC. ADDITIONAL CLEAN GRAVEL TO BE ADDED THROUGHOUT THE DURATION OF CONSTRUCTION AS NEEDED. 13.THE CONTRACTOR SHALL ABIDE BY CONSTRUCTION MANAGEMENT PLAN REQUIREMENTS SET FORTH BY LOCAL, STATE AND FEDERAL JURISDICTIONS AND OTHER GOVERNING BODIES/AGENCIES. 14.IF SITE WORK IS DELAYED DUE TO ANY CIRCUMSTANCE; THE CONTRACTOR SHALL PROTECT PREPARED PLANT BEDS FROM EROSION. L001 notes 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set 12/26/2018 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen SEEDING/ FERTILIZER/ SOIL CONDITIONER/ SODDING PLANTING AND TRANSPLANTING 1.PLANT MATERIAL IS TO BE HEALTHY SPECIMENS FREE FROM DISEASE OR DAMAGE, AND IS TO BE MAINTAINED IN EXCELLENT CONDITION WHILE ON THE JOBSITE. THE LANDSCAPE ARCHITECT SHALL INSPECT PLANT MATERIAL UPON ARRIVAL TO JOBSITE AND WILL REJECT PLANT MATERIAL THAT DOES NOT MEET THE STANDARDS DESCRIBED WITHIN THE CONTRACT DOCUMENTS. 2.LANDSCAPE MATERIALS TO BE STORED UNDER SECURED TARPS OR SHEETING TO PROTECT AGAINST WIND, RAIN AND SNOW DAMAGE. 3.STOCKPILED PLANT MATERIAL TO BE PLACED IN THE SHADE AND PROPERLY HAND-WATERED UNTIL PLANTED. 4.THE LANDSCAPE ARCHITECT WILL PERIODICALLY INSPECT PLANT MATERIAL STOCKPILED AND/OR PLANTED ON SITE DURING THE COURSE OF CONSTRUCTION. PLANT MATERIAL NOT MEETING THE STANDARDS CONTAINED WITHIN THE CONTRACT DOCUMENTS SHALL BE REPLACED AT NO COST TO THE OWNER. 5.PROVIDE MATCHING SIZES AND FORMS FOR EACH PLANT OF THE SAME SPECIES UNLESS OTHERWISE INDICATED. 6.THE CONTRACTOR IS TO VERIFY ALL QUANTITIES. IN CASE OF DISCREPANCIES, GRAPHICALLY SHOWN QUANTITIES SHALL TAKE PRECEDENCE. 7.ALL MATERIALS USED SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 8.ALL TREES MUST BE SOURCED FROM A REGION COMPARABLE IN CLIMATE TO THE HIGH ROCKIES (I.E. WY,ID, CO, UT, MT) 9.TREES TO BE HEALTHY, FREE OF DISEASE AND PESTS, AND SINGLE-STEMMED UNLESS OTHERWISE NOTED. 10.ALL PLANT MATERIAL SHALL BE INSTALLED PLUMB AND PER THE SPECIFICATIONS CONTAINED WITHIN THE CONTRACT DOCUMENTS. ANY NECESSARY STAKING AND/OR OTHER SUPPORTS MATERIALS/METHODS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11.THE CONTRACTOR SHALL PRUNE EXISTING AND/OR NEW TREES ONLY PER LANDSCAPE ARCHITECT DIRECTION. 12.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL TREES AND B&B SHRUBS FOR LANDSCAPE ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. 13.ALL ROOT-WRAPPING MATERIALS THAT ARE NOT BIO-DEGRADABLE SHALL BE REMOVED FROM THE ROOT BALL. ROOT BALLS SHALL BE FREE OF WEEDS. 14.SPECIFIED PLANT MATERIAL SIZES SHALL BE CONSIDERED MINIMUM SIZES. 15.FINISH GRADE OF PLANTING BEDS SHALL BE ONE (1) INCH BELOW ADJACENT FLATWORK UNLESS SPECIFIED OTHERWISE. 16.ALL VEGETATION PROPOSED FOR INSTALLATION OUTSIDE THE BUILDING ENVELOPE TO BE NATIVE UNLESS OTHERWISE NOTED. PLANTING PROPOSED TO OCCUR OUTSIDE THE BUILDING ENVELOPE IS FOR RESTORATION PURPOSES ONLY OR IS SPECIFIC TO UTILITIES RESTORATION. 17.SIX (6) INCH TOPSOIL SHALL BE PROVIDED FOR ALL LAWN, TURF, AND NATIVE PLANTING ZONES. EIGHTEEN (18) INCH PLANT MIX SHALL BE PROVIDED FOR ALL PERENNIAL PLANTING BEDS UNLESS OTHERWISE NOTED. 1.ALL NEWLY REGRADED OR OTHERWISE DISTURBED SLOPES ARE TO BE REVEGETATED. 2.MINIMUM SIX (6) INCHES OF TOPSOIL TO BE PLACED IN AREAS TO RECEIVE SEED, TURF AND NATIVE PLANTING. TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL (FREE OF WEEDS AND ROCKS). 3.SEED MIXTURES AND FERTILIZER SHALL BE APPLIED PER THE REQUIREMENTS OF THE GOVERNING JURISDICTIONS, UNLESS OTHERWISE NOTED. 4.ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE CITY, COUNTY OR STATE NOXIOUS WEED LISTS. SEED MIX SUPPLY SHALL HAVE THE CERTIFIED SEED (BLUE TAG) OR SOURCE IDENTIFIED SEED (YELLOW TAG) ATTACHED. ONLY SEED WITH A COMPLETE ANALYSIS LABEL ON THE BAG AND A CURRENT GERMINATION TEST CONDUCTED BY AN ACCREDITED LABORATORY WILL BE ACCEPTED. 5.SEEDING SHALL OCCUR IN THE EARLY SPRING AND LATE FALL. SEEDING SHALL NOT BE PERFORMED WHEN THE GROUND IS FROZEN. FOR WARM SEASON SPECIES, SEEDING IN LATE SPRING OR EARLY SUMMER IS MORE LIKELY TO ACCOMPANY TEMPERATURES WARM ENOUGH TO SUPPORT GERMINATION. SEED THE SITE AS SOON AS FINAL GRADING AND TOPSOIL PLACEMENT HAVE OCCURRED TO MINIMIZE EROSION AND WEED ESTABLISHMENT ON THE PROJECT. DURING PERIODS OF TIME WHEN SEEDING CANNOT BE ACCOMPLISHED, SOILS SHALL NOT REMAIN UNPROTECTED. 6.UNLESS OTHERWISE NOTED, HAND BROADCAST OF SEED SHALL BE USED ON ALL SLOPES, INCLUDING THOSE THAT ARE STEEP (GREATER THAN 33%), EXTREMELY ROCKY, REMOTE OR INACCESSIBLE. SEED RATE WILL VARY PER SEED MIXTURE SPECIFIED. BROADCAST SEEDING REQUIRES DOUBLE OR TRIPLE THE SEEDING RATE OF DRILL SEEDING, AND CALIBRATION OF SEEDING RATES IS LESS PRECISE THAN WITH DRILL SEEDING. SOILS TO BE RAKED OR HARROWED TO ELIMINATE CRUSTING BEFORE ACCEPTING BROADCAST SEED. CARE SHALL BE TAKEN TO ENSURE UNIFORM COVERAGE (EVEN SEED APPLICATION RATES) OVER THE AREA. SEEDING SHALL NOT OCCUR DURING WINDY WEATHER. 7.HAND RAKE SEED INTO TOPSOIL NO MORE THAN 3/4 INCH DEEP TO COVER. SOIL / SEED CONTACT IS CRITICAL FOR GROWTH. 8.DRILL SEEDING, WHEN INDICATED IN THE CONTRACT DOCUMENTS, MAY OCCUR ON SLOPES OF 33% OR FLATTER BUT NOT IN AREAS OF EXTREMELY ROCKY SOILS. SEED TO A DEPTH OF 1/4 TO 1/2 INCH. DRILL TUBE SPACING SHOULD BE SIX (6) TO SEVEN (7) INCHES. SEEDING SHOULD BE CONDUCTED ALONG THE CONTOUR OF THE SLOPE TO AVOID EROSION FROM WATER FLOWING DOWN DRILL FURROWS. SEEDING RATE INDICATED IN THE DRAWINGS IS CONSIDERED A MINIMUM RATE. 9.HYDROSEEDING, WHEN INDICATED IN THE CONTRACT DOCUMENTS, SHALL BE SPRAYED ON A ROUGHENED SLOPE USING A HYDROSEEDING MACHINE AND SHALL BE USED TO REACH AREAS THAT ARE INACCESSIBLE BY BROADCAST METHODS. USE SHALL BE LIMITED TO STEEP (GREATER THAN 33%), INACCESSIBLE SLOPES IN AREAS WITH ADEQUATE AND DEPENDABLE MOISTURE DURING THE GROWING SEASON. HYDROMULCHING MUST OCCUR AS A SEPARATE PROCESS AFTER HYDROSEEDING. DO NOT MIX SEED AND MULCH TOGETHER IN ONE WATER APPLICATION PROCESS AS THIS WILL PREVENT SEEDS FROM COMING INTO CONTACT WITH THE SOIL. 10.SEEDED AREAS SHALL BE MAINTAINED FREE OF WEEDS TO ALLOW THE DESIRED VEGETATION TO THRIVE WITHOUT THE CROWDING TENDENCIES OF AGGRESSIVE WEEDS. 11.ALL PLANT MATERIAL SHOULD RECEIVE AN ORGANIC FERTILIZER IN LIMITED APPLICATION FOLLOWING INSTALLATION. TYPE AND APPLICATION RATE AND METHOD OF APPLICATION TO BE SPECIFIED BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.EXCESS FERTILIZER SHALL BE DISPOSED OF PROPERLY OFF-SITE. IT SHALL NOT BE DISPOSED OF IN STORM DRAINS AND/OR DRYWELLS. SOIL AMENDMENT CRITERIA AND PREPARATION IRRIGATION 1.TOPSOIL OF GRASSES (INCLUDING TURF), SHRUBS, PERENNIALS, AND ANNUALS SHALL BE A SANDY LOAM TO A DEPTH OF AT LEAST 6 INCHES (6") CONTAINING AT LEAST 5 PERCENT (5%) ORGANIC MATTER BY VOLUME. TOPSOIL TO BE GOOD CLEAN ORGANIC SOIL (FREE OF WEEDS AND ROCKS). 2.TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3'). BOTH TOPSOIL AND SUBSOIL LAYERS SHALL BE SANDY LOAM. THE TOP SOIL SHALL BE AT LEAST 6 INCHES (6") AND HAVE 5 PERCENT (5%) ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT (1 - 3%) ORGANIC MATTER BY WEIGHT. 3.A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE‐THOUSAND SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT (5%) ORGANIC MATTER SPECIFICATION. 4.SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. 5.AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6"). 6.SITE SHALL BE GRADED TO WITHIN TWO‐TENTHS OF A FOOT (2/10TH') OF THE GRADING PLAN. 7.SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH (1") DIAMETER IN SIZE. ROCKS AND DEBRIS 0.5 INCH (0.5") TO ONE INCH (1") SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME AND GRAVEL 0.6 INCH (0.6") TO 1.25 INCHES (1.25") SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME. PARTICLES SUCH AS CONCRETE, BRICK, GLASS, METAL, WOOD OR PLASTIC GREATER THAN ONE INCH (1") SHALL NOT BE ALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH (1") SHALL NOT EXCEED 5 PERCENT (5%). 8.SITE SHALL BE FREE OF DIRT CLODS OVER THREE‐QUARTER INCH (3/4") DIAMETER IN SIZE. DRYLAND SEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH (2") DIAMETER IN SIZE. 9.STOCKPILING - STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED DURING CONSTRUCTION (EXCEPT AS WAIVED BY THE CITY OF ASPEN). THE REPLACEMENT OF THIS SOIL, PLUS ADDITIONAL SOIL AMENDMENTS, ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT, ONGOING HEALTH, AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT. 10.THE SOIL SHALL HAVE NO HERBICIDES, HEAVY METALS, BIOLOGICAL TOXINS OR HYDROCARBONS THAT IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANT. 1.REFERENCE IRRIGATION SHEETS IR100 - IR103 FOR IRRIGATION PLAN AND DETAILS. SUPPLEMENTAL INFORMATION IS INCLUDED IN NOTES BELOW. 2.ALL NEW TREES AND SHRUBS TO RECEIVE DRIP-TYPE IRRIGATION. 3.ALL REVEGETATED AREAS TO RECEIVE SPRAY-TYPE IRRIGATION FOR FIRST TWO GROWING SEASONS MINIMUM. 4.ALL PERENNIAL BEDS TO RECEIVE SPRAY-TYPE IRRIGATION. 5.ALL SPRAY-TYPE IRRIGATION TO BE DIRECTED AWAY FROM STRUCTURES. 6.INSTALL SPRAY HEADS ALONG SIDEWALKS ON POP-UP RISERS. 7.LOCATE HEADS SO THEY ARE PROTECTED FROM TRAVEL AND DO NOT CAUSE WATER TO FALL ON PAVERS, MASONRY OR OTHER ARCHITECTURAL SURFACES. 8.ADJUST HEAD LOCATION IF SPRAY IS DETRIMENTAL TO OR BLOCKED BY TREE, SHRUB OR STRUCTURE, MAINTAINING EVEN COVERAGE OF PLANTING AREAS. 9.THE GENERAL CONTRACTOR IS TO COORDINATE SIZE AND LOCATION OF SLAB PENETRATIONS FOR IRRIGATION EQUIPMENT WITH THE MECHANICAL CONTRACTORS. 10.INSTALL MAIN LINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OF THE MAIN SYSTEM. 11.INSTALL 3/4 INCH POLYETHYLENE LATERAL LINES TO SLOPE AT 1% MINIMUM TO AUTOMATIC DRAIN VALVES LOCATED AT LOW POINTS OF LATERAL SYSTEMS. 12.TRENCHES TO BE OF SUFFICIENT DEPTH TO PROVIDE 18 INCHES OF COVER OVER LATERAL LINES. SLEEVED LINES SHALL HAVE A MINIMUM COVER OF 24 INCHES. TRENCHES ARE TO BE BACKFILLED WITH MATERIAL FREE OF ROCKS GREATER THAN 3/4 INCH IN DIAMETER. 13.INSTALL BACKFLOW PREVENTER(S) IN COORDINATION WITH THE GENERAL CONTRACTOR. BACKFLOW PREVENTERS SHALL BE INSTALLED PLUMB AND SQUARE WITH ADJACENT PAVEMENT EDGES OR STRUCTURES. COLOR, BLACK. 14.CONTROL VALVE BOX AND HEAD BOX LOCATIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. COLOR, BLACK. 15.THE FINAL LOCATION AND EXACT POSITIONING OF THE CONTROL STATION SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE OR GENERAL CONTRACTOR PRIOR TO INSTALLATION. 16.VALVE BOXES SHALL BE INSTALLED FLUSH WITH FINISH GRADE. ALIGN VALVE BOXES WITH ADJACENT PAVEMENT EDGES OR STRUCTURES. VALVE BOXES TO BE PLACED A MINIMUM OF 12 INCHES FROM AND PARALLEL TO CURBS AND WALKS. GROUPED VALVES TO BE EQUALLY SPACED AND PARALLEL. CONCEAL ALL BOXES IN PLANTING BEDS WHERE POSSIBLE AND COVER WITH MULCH. VALVE BOXES SHALL BE INTEGRAL PLASTIC WITH BOLT DOWN LID; COLOR, BLACK. 17.CONTRACTOR TO MAINTAIN A SET OF "AS-BUILT" DRAWINGS THROUGHOUT THE COURSE OF CONSTRUCTION AND DELIVER THESE DRAWINGS TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT UPON COMPLETION OF WORK. 18.EXCAVATIONS TO BE BACKFILLED TO PROCTOR DRY DENSITY, MINIMUM. THE CONTRACTOR SHALL REPAIR SETTLED TRENCHES FOR ONE YEAR AFTER COMPLETION OF WORK. THE CONTRACTOR SHALL WARRANT THAT THE SYSTEM WILL REMAIN FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF WORK. 19.EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES AND IN EXISTING TREE ROOT ZONES. THE CONTRACTOR MUST VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES. DAMAGE CAUSED BY OR DURING THE PERFORMANCE OF WORK IS TO BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUST SPRINKLER LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS, TRANSFORMERS, ETC). 20.FLUSH AND ADJUST SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUDE THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 21.IRRIGATION SYSTEM ARE TO BE COMPLETELY DRAINED ANNUALLY TO PROTECT PIPES FROM BURSTING PRIOR TO FREEZING TEMPERATURES. 22.PROVIDE CONDUIT/SLEEVES AS REQUIRED FOR IRRIGATION LINES THROUGH PAVEMENT AND OTHER HARDSCAPE ELEMENTS. COORDINATE INSTALLATION OF WORK TO ENSURE ALL ISOLATED PLANTING AREAS RECEIVE ACCESS TO THE IRRIGATION SYSTEM. MULCHING 1.MULCH OR PLANTING BED DRESSING SHALL BE PLACED IN ALL PLANTING AREAS AS SPECIFIED. MULCH OR PLANTING BED DRESSING SHALL NOT BE PLACED WITHIN SIX (6) INCHES OF TREE TRUNKS. MULCHING SHOULD BE REPEATED ANNUALLY DURING THE AUTUMN TO A THREE (3) INCH DEPTH. 2.THE SITE MUST BE MULCHED WITH WEED-FREE MULCH (HAY OR HYDROMULCH) AFTER SEEDING. 3.HYDROMULCH MUST BE APPLIED SEPARATELY FOLLOWING SEED APPLICATION. DO NOT OVERSPRAY AS THIS MAY RESULT IN EROSION. AN ORGANIC TACKIFIER SHALL BE ADDED TO THE SLURRY TO ENHANCE THE DURABILITY OF THE APPLIED MULCH COVER. APPLY AT A RATE OF 3,000 LBS PER ACRE (3360 KG/HA). ADD AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE TO PREVENT EROSION. 4.HAY MULCH MUST BE WEED-FREE. HAY TO BE “CRIMPED” INTO THE SOIL SURFACE BY HAND ON STEEP SLOPES. ON FLAT SURFACES A MODIFIED DISC PLOW MAY BE UTILIZED TO DRIVE THE HAY STEMS INTO THE SOIL TO REDUCE SURFACE WIND SPEEDS AND SOIL DESICCATION. APPLY AT THE RATE OF 3,000 TO 4,000 LBS PER ACRE (3360-4480 KG/HA). ADD AN ORGANIC-BASED TACKIFIER AT THE RATE OF 150 LBS PER ACRE TO PREVENT EROSION. 5.FINE GRADE MULCH WITH INTEGRATED SOIL CONDITIONER SHALL BE USED IN AREAS PROXIMATE TO ARCHITECTURAL STRUCTURES TO RETURN NUTRIENTS TO THE SOIL, REDUCE MAINTENANCE AND MINIMIZE EVAPORATION. MINI-NUGGET TYPE DECORATIVE BARK MULCH MAY BE USED IN CONJUNCTION WITH SOIL CONDITIONER WHEN SPECIFIED IN THE CONTRACT DOCUMENTS. MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OPPOSITE POINT OF BEGINNING POINT OF CURVATURE PEDESTRIAN PERFORATED PROPERTY LINE POLYVINYL CHLORIDE PAVEMENT QUANTITY RADIUS REFERENCE REVISION, REVISED RIGHT OF WAY SQUARE FOOT (FEET) SIMILAR SPECIFICATIONS SQUARE STATION STANDARD TO BE DECIDED TOP OF CURB THICK TOPOGRAPHY TOP OF PAVEMENT/PAVER TOP OF RAMP TOP OF STEP TOP OF WALL TYPICAL VARIES VEHICULAR VERIFY IN FIELD WIDTH WITH WITHOUT WEIGHT YARD (YARDS) MAX MIN MISC NIC NOM NTS OC OPP POB POC PED PERF PL PVC PVMT QTY R RE REV ROW SF SIM SPECS SQ STA STD TBD TC THK TOPO TP TR TS TW TYP VAR VEH VIF W W/ W/O WT YD ARCHITECTURE AVERAGE BALLED AND BURLAPPED BOTTOM OF CURB BOTTOM OF WALL CALIPER CUBIC FOOT (FEET) CAST IN PLACE CONTROL JOINT CENTERLINE CONCRETE CONTINUOUS CUBIC DEGREE DEMOLISH, DEMOLITION DIAMETER DETAIL DRAWING EACH EXPANSION JOINT ELEVATION ENGINEER EQUAL EQUIPMENT EXISTING EXPOSED FINISH FLOOR ELEVATION FINISHED GRADE FINISH FLOW LINE FOOT (FEET) GAUGE GENERAL CONTRACTOR HIGH DENSITY POLYETHYLENE HORIZONTAL HIGH POINT HEIGHT INCH (INCHES) IRRIGATION JOINT LENGTH LOW POINT LIGHT ARCH AVG B&B BC BW CAL CF CIP CJ CL CONC CONT CU DEG DEMO DIA DTL DWG EA EJ EL ENG EQ EQUIP EXIST EXP FFE FG FIN FL FT GA GC HDPE HORIZ HP HT (H) IN IRR JT L LP LT SITEWORK ABBREVIATIONS DESCRIPTION/ DETAIL SPECIFICATION PAVERS EXPOSED AGGREGATE CONCRETE MASTER FINISH SCHEDULE reference documents site survey (pdf and AutoCAD files) land use approvals geotechnical report architectural drawings (pdf and AutoCAD files) re c e i v e d hoa documents and design guidelines no t r e c e i v e d L002 notes 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set 12/26/2018 Include the language of WELS Section 4.3.2 (m) regarding irrigation work under existing trees. BLOCK 73 ALLEY UP N M O N A R C H S T E MAIN ST PROPERTY LINE NOTES LEGEND 1. LAYOUT DIMENSIONS ARE FROM THE BACK OF CURB UNLESS OTHERWISE STATED. SAWCUT JOINT EXPANSION JOINT SNOWMELT EXTENTS 0 4 8 scale north bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen 10 ' - 8 " 2' - 8 " 10 ' - 8 " 2' - 8 " 10 ' - 8 " 2' - 8 " 10 ' - 8 " 2' - 8 " 9' - 1 0 " JO I N T S T H I S S I D E A L I G N T O W I N D O W EX T E N T S R E A R C H 11 ' - 4 " 8'-0" ALIGN NEW PLANTER/SIDEWALK EDGE WITH EXISTING 5'-41 2" 5'-0"5'-0"5'-0"5'-0"5'-0" 5'-1"5'-1" 5'-0" 7'-1" 2'-8" 1'-11"2'-8" 5'-3" 2'-8" 4'-11" 3'-0" 2'-8" 5'-3"5'-5" PLANTED JOINTS ALIGN TO WINDOW FRAMING RE ARCH 20'-0"20'-0"11'-7" EQ.EQ. 7' - 0 " 7'-8" 5'-4" 5' - 1 0 " 2' - 6 " 6' - 3 " 4' - 5 " 7" 7' - 1 0 " 33'-6" 8'-3" O.C. 8'-4" O.C. 8'-4" O.C. 8'-3" O.C. 4' - 1 1 " O. C . 5' - 1 " O. C . 4' - 7 " O. C . 10 ' - 0 " 5' - 3 " 6'-0" 3'-0" 7' - 1 0 " LANDSCAPE ARCHITECT TO FIELD LOCATE ALL TREES WITHIN EAST PLANTER 11'-1" 6'-1" 2'-6" 2'-8" 2'-8" 2'-8" 4'-6" 4' - 8 " 4' - 8 " 3' - 6 " 1' - 6 " 3' - 6 " EQ.EQ. 2' - 6 " TY P . EQ . EQ . EQ . EQ . ℄ ℄ EQ . EQ . 8' - 1 1 3 8" 8' - 1 1 3 8" L200 layout plan 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set 12/26/2018 These trees along Monarch will need to be centered in planting strip and they cannot be aspen trees. Please change to a medium to large stature tree - not ornamental. Please include Setback lines with labels on all landscape site plans. BLOCK 73 ALLEY UP N M O N A R C H S T E MAIN ST 1 2 1 2 1 LAWN RE L400 NOTES PLANTING BED RE L400 MORTAR SET PAVERS RE 7/L800 LEGEND 1. LAYOUT DIMENSIONS ARE FROM THE BACK OF CURB UNLESS OTHERWISE STATED. EXPOSED AGGREGATE CONCRETE CRUSHER FINES 0 4 8 scale north bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen GREENFORM KYOTO 28" PLANTER, TYP. 200 CM STREETLIFE DRIFTER BENCH WITH TWO BEAM/62 CM DEPTH AND 120 CM BACK REST, TYP. RE 1/L802 (3)STREETLIFE SOLID BIKE RACKS RE 2/L802 PLANTED JOINTS ALIGNED WITH WINDOW FRAMING RE ARCH, TYP. BI-DIRECTIONAL ADA RAMPS RE CIVIL EAST JORDAN IRONWORKS OH 24" SQUARE DWS UND DURALAST DETECTABLE WARNING PLATES; TRUNCATED DOME; ACCESSIBLE RAMP, TYP. WOOD FENCE, RE L800 200 CM STREETLIFE DRIFTER BENCH WITH TWO BEAM/62 CM DEPTH AND 120 CM BACK REST, TYP. RE 1/L802 STONE PAVERS, RE 5/L800 L201 materials plan 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set 12/26/2018 Please provide a detail sheet showing these planters. BLOCK 73 ALLEY UP N M O N A R C H S T E MAIN ST PR O P E R T Y L I N E 1 2 1 2 1 LEGEND PLUG PLUG PLUG PLUG PER PLAN63" CAL. CREEPING RED FESCUE FESTUCA RUBRA RUBRA INDIAN RICEGRASS ORYZOPSIS HYMENOIDES IDAHO FESCUE FESTUCA IDAHOENSIS BLUEBUNCH WHEATGRASS PSEUDOROEGNERIA SPICATA 2000 sf SPACING POPULUS TREMULOIDESPtASPEN STREET MEADOW MIXWF MIXED PLANTING AREAS TREES ABBR.QUANTITYSIZEBOTANICAL NAMECOMMON NAMESYMBOL 23#5ROCKY MOUNTAIN SUMACRg RHUS GLABRA CISMONTANA PER PLAN PER PLAN35" CAL.POPULUS ANGUSTIFOLIA 'CREEKSIDE' PaC NARROWLEAF COTTONWOOD SHRUBS BLUE GRAMA BOUTELOUA GRACILIS PLUG PLUGARIZONA FESCUE FESTUCA ARIZONICA SILVERY LUPINE LUPINUS ARGENTEUS #1 GAL. ASPEN FLEABANE ERIGERON SPECIOSIS #1 GAL. WHITEPOINT CRAZYWEED OXYTROPIS SERICEA #1 GAL. ROCKY MOUNTAIN IRISIm IRIS MISSOURIENSIS #1 GAL. MASS PLANTINGS BLONDE AMBITION GRAMABg BOUTELOUA GRACILIS 'BLONDE AMBITION' #1 GAL. PURPLE CONEFLOWERAm ECHINACEA PURPUREA #1 GAL. CREEPING THYMETp THYMUS PRAECOX F32 SOD TURF PLANTER POTS BLONDE AMBITION GRAMA BOUTELOUA GRACILIS 'BLONDE AMBITION' #1 GAL. NEPETA X FASSENNII CATMINT #1 GAL. ELIJAH BLUE FESCUE FESTUCA GLAUCA 'ELIJAH BLUE' #1 GAL. CORONADO RED HYSSOP AGASTACHE CORONADO RED #1 GAL. NOTES 1. ALL PLANTING AREAS TO BE IRRIGATED. 2. DRIP IRRIGATION TO POTS. 3. REFERENCE SOIL AMENDMENT CRITERIA AND PREPARATION NOTES ON SHEET L002 FOR COMPLIANCE WITH THE CITY OF ASPEN WATER EFFICIENT LANDSCAPING STANDARDS. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE IN THE PLANTING PLAN NAME DATE 9/06/2018 SQUARE FOOTAGE ZONE 3 - SHRUBS AND PERENNIALS - MEDIUM WATER ZONE 4 - NATIVE GRASS - MEDIUM WATER HYDROZONE LEGEND IRRIGATION HYDROZONES 420 SF 610 SF ZONE 2 - TREES- MEDIUM WATER 584 SF ZONE 1 - SOD & PLANTER POTS- HIGH WATER 235 SF 0 4 8 scale north bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen PLANTER LAYOUTS #1 #2 CREEPING THYME PLANTED JOINTS, TYP. L400 planting plan 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set 12/26/2018 change species to medium to large stature tree. 30" minimum good soil depth required for planting strips and under sidewalk. WELS Section 5.2.3 prohibits overhead irrigation for areas less than 10 feet in any direction. Rhus glabra is a low water plant depicted here in medium hydrozones. Water need could be reduced in the water budget by changing these to low water zones and adjusting the irrigation design. The City Forester prohibits new aspen trees in the ROW. Consult with Ian Gray regarding acceptable tree species for City ROW. There are low water grasses and perennial flowers in this mix that are depicted in a medium water hydrozone. Consider adjusting to a low hydrozone to reduce water need on the water budget. As per WELS Section 4.3.2 and the recommendation of the City Forester, these street trees (6) should be planted in the center of the planting strip to allow for optimal root growth between the curb and sidewalk. Consider planting a hardy low-grow grass in place of the proposed "street meadow" mix for this area given the potential for heavy pedestrian traffic in this location, and access to parked vehicles. In addition, several of these bunch grasses may not be resistant to trampling. Coneflower, Thyme, Iris, and Blue Grama grass (mass plantings) are low water plants depicted in medium zones in several areas. Irrigation water need could be reduced by changing the zones to low in water budget and adjusting the irrigation design. 0 4 8 scale north bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen 2 L800 FENCE - NORTH SECTION / ELEVATION SCALE: 1/2" = 1'-0" 2" SQUARE STEEL POST, BLACK POWDERCOAT FINISH, TYP. ADJUSTABLE TRUCK ASSEMBLY WITH 4" POST, TYP. EDGE OF SLIDING GATE BEYOND, TYP. 2" X 1-1/2" SQUARE STEEL FRAME WITH SPACERS FOR HORIZONTAL BOARD INSERTS AND BOTTOM TRACK TO FIT ROLLER TRUCK ASSEMBLY, BLACK POWDERCOAT FINISH, TYP. STEEL GATE PULL ASSEMBLY, BLACK POWDERCOAT FINISH, TYP. 2" X 6" RECLAIMED WOOD OR ACCOYA BOARDS STAINED TO MATCH WOOD SIDING RE ARCH 5'-7" O.C., TYP. COUNTER BALANCE SECTION TO BE 1/3 OF OPENING LENGTH, MIN. SLIDING GATE SECTION, TYP. 1 L800 FENCE - PLAN SCALE: 1/2" = 1'-0" 6' - 0 " M A X , T Y P . 5' - 8 1 2", T Y P . 3' - 1 " 2' - 0 " 5'-7"5'-7"5'-7"5'-7"5'-7"5'-7" 4' - 9 1 2" 4' - 9 1 2" ADJUSTABLE TRUCK ASSEMBLY FIT TO SLIDING GATE FRAME, TYP. GUIDE ROLLER, TYP. 3 L800 FENCE - EAST SECTION / ELEVATION SCALE: 1/2" = 1'-0" 2'-0"3'-1" 4" HEAVY DUTY SPRING HINGE; BLACK POWDERCOAT FINISH STEEL GATE PULL ASSEMBLY, BLACK POWDERCOAT FINISH, TYP. 5' - 8 1 2", T Y P . 6' - 0 " M A X 4 L800 FENCE - WEST SECTION / ELEVATION SCALE: 1/2" = 1'-0" 4'-91 2"4'-91 2" 6' - 0 " M A X 2 L800 4 L800 3 L800 5 STONE PAVERS; SECTION 24"x12"x6" PAVER; RE L200 LAYOUT PLAN 2" SAND BED COURSE; RE CIVIL 80% COMPACTED PLANTING SOIL 12" PLANT MIX BTWN PAVERS ONLY; 18" ELSEWHERE 11'-0" 6" 2" 7 STONE PAVERS EQUALLY SPACED SIDEWALK PROFILE; RE CIVIL CONSTANT SLOPE RE CIVIL SCALE: 3/4" = 1'-0"L800 1'-0" TYP. CURB; RE CIVIL 7 L800 PAVER ON CONCRETE BASE - SNOWMELTED SCALE: 1" = 1'-0" UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL RE CIVIL CONCRETE W/ SNOWMELT TUBING RE CIVIL COMPACTED AGGREGATE RE CIVIL RIGID INSULATION BOARD RE CIVIL 1/2 IN. THICK MORTAR SETTING BED 2" THICK PAVER NOTE 1.CONCRETE MUST BE TESTED AND APPROVED BY CONTRACTOR. 2.PAVER & GROUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3.CONTROL JOINTS TO BE 8' MAX. EXPANSION JOINTS EVERY 40' UNLESS OTHERWISE SHOWN ON DRAWING. 4.SNOWMELT AREAS INDICATED ON PLAN(S); AREAS NOT INDICATED FOR SNOWMELT SHOULD MATCH THIS DETAIL, BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION BOARD. HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. 5.SNOWMELT MANIFOLD(S) LOCATION(S) TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6.REFER TO STRUCTURAL/GEOTECHNICAL FOR ALL CONCRETE SPECIFICATIONS AND DETAILS 7.WATERPROOFING TO BE INCLUDED WHEN CONCRETE SLAB IS OVER CONDITIONED SPACE; RE ARCH. 1/4 IN. GROUT JOINT 7 L800 PAVER WITH PLANTED JOINTS - SNOWMELT SCALE: 1" = 1'-0" NOTES 1.PAVER & LAYOUT/STAKING TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2.SNOWMELT AREAS INDICATED ON PLAN(S); AREAS NOT INDICATED FOR SNOWMELT SHOULD MATCH THIS DETAIL, BUT EXCLUDE THE SNOWMELT SYSTEM AND INSULATION BOARD. HOLD SNOWMELT TUBING MINIMUM 2 IN FROM CONCRETE LIMITS. UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL RE CIVIL CONCRETE W/ SNOWMELT TUBING RE CIVIL COMPACTED AGGREGATE RE CIVIL RIGID INSULATION BOARD RE CIVIL 1/2 IN. THICK MORTAR SETTING BED 2" THICK PAVER 1/4 IN. GROUT JOINT 21 2" 23 8" PLANTING MIX L800 hardscape details 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set 12/26/2018 0 4 8 scale north bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen 1 L801 PERENNIAL PLANTING SCALE: 1" = 1'-0" EDGE OF PLANTING BED LOOSEN SOIL AROUND PLANT ROOTS PRIOR TO PLANTING PERENNIAL; REFER TO PLANT LIST FOR SPACING PERENNIAL PLANTING PLAN - TRIANGULAR SPACING UNLESS OTHERWISE SHOWN SOIL PEP (1" TOP DRESS) ANNUALLY; SOIL PEP TO BE HELD AWAY FROM PLANT STEM/BASE PREPARED PLANTING MIX. DEPTH MINIMUM 18 IN. UNLESS OTHERWISE NOTED COMPACTED FILL OR UNDISTURBED SUB GRADE EQ.EQ. eq . 2 L801 SHRUB PLANTING SCALE: 1/2" = 1'-0" PLANTING MIX MULCH UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. IF OVEREXCAVATION OCCURS RE-ESTABLISH DESIRED ELEVATION WITH 95% COMPACTED FILL. SCARIFY SIDES OF HOLE PRIOR TO PLANTING FOR B&B: ROPES @ THE TOP OF THE BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE ENTIRE BASKET & ALL TWINE. FOR CONTAINER: REMOVE CONTAINER AND LOOSEN ROOTS SLIGHTLY BY SCRATCHING SIDES OF ROOTBALL BEFORE PLANTING. 2X BALL DIA. MIN. 3 IN. SAUCER (MAX.) FIRMLY FORMED SAUCER (USE TOPSOIL) EXCEPT IN DRIP IRRIGATED AREAS 3 L801 DECIDUOUS TREE PLANTING SCALE: 1/4" = 1'-0" UNDISTURBED SOIL - DIG PIT TO PROPER DEPTH. IF OVEREXCAVATION OCCURS RE-ESTABLISH DESIRED ELEVATION WITH 95% COMPACTED FILL ROPES @ THE TOP OF THE BALL SHALL BE CUT. REMOVE TOP 1/3 OF BURLAP. REMOVE ENTIRE BASKET & ALL TWINE. 3 IN. SAUCER (MAX.) FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE (WHERE DIRECTED ONLY) 2X BALL DIA. (MIN.) CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR SLIGHTLY ABOVE) TO FINISH GRADE AS IT BORE TO PREVIOUS GRADE. PLACE ON SUB-GRADE PEDESTAL. NOTE: 1.LANDSCAPE ARCHITECT TO APPROVE MATERIALS & LAYOUT PRIOR TO INSTALLATION. ROUGHEN SIDES OF PIT MULCH L801 planting details 06/26/2018 progress set 08/14/2018 90% progress set 09/06/2018 permit set 12/26/2018 bl u e g r e e n 30 0 s o u t h s p r i n g s t r e e t l s u i t e 2 0 2 l a s p e n , c o l o r a d o 8 1 6 1 1 l t 9 7 0 4 2 9 7 4 9 9 l f 9 7 0 4 2 9 9 4 9 9 ww w . b l u e g r e e n a s p e n . c o m 23 2 e m a i n s t r e e t l a s p e n , c o l o r a d o 23 2 e m a i n s t r e e t date l issue © copyright bluegreen L802 1 SCALE: NTS STREETLIFE DRIFTER BENCH L802 2 SCALE: NTS STREETLIFE SOLID BIKE RACK L802 site furniture details 09/06/2018 permit set 12/26/2018 A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES PRECIP. RATE (INCHES PER HOUR) INDICATES ZONE DESIGN PRESSURE (PSI) 0.50 30 REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: WEATHERMATIC MAX-DW (SIZED PER PLAN) FLOW SENSOR ASSEMBLY:F WEATHERMATIC SLFSI-T10 MASTER VALVE ASSEMBLY:WEATHERMATIC MAX-DW POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES 8 FEET30 PSI Q-0.26 H-0.52 F-1.05 POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES 10 FEET30 PSI Q-0.41 H-0.82 F-1.64 POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM):Q-0.65 H-1.30 F-2.60 30 PSI 12 FEET WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM):Q-0.92 H-1.85 F-3.70 30 PSI 15 FEET WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM):EST-0.61 SST-1.21 30 PSI 4 FEET X 15 FEET WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD MPR SERIES NOZZLE IRRIGATION LEGEND THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE DOMESTIC WATER TAP, METER, IRRIGATION BACKFLOW AND STUB INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL MASTER VALVE ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. INSTALLATION GENERAL NOTES CONSTRUCTION NOTES 1.THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 50 PSI (PER CITY ENGINEER), AT A MAXIMUM DISCHARGE OF 12 GPM AT THE 3/4-INCH IRRIGATION POINT-OF-CONNECTION (POC). TAP, METER SHALL ALL BE THE SAME SIZE. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. 2.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. 3.COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 4.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 5.THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. B.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, AND ARCHITECTURAL FEATURES. C.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS NOT ALLOWED. 6.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A.TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES. 7.SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE. 8.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH. 9.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. 10.THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 11.INSTALL TWO (2) #14 AWG CONTROL WIRES ON STANDARD WIRE SYSTEMS, FOR USE AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN EDWARD W PRICE, CID, CLIA DATE 08/31/2018 1.APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE AT EACH EMISSION DEVICE IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE FOR OPTIMAL PERFORMANCE. IF PRESSURE IS NOT WITHIN THE PREFERRED RANGE, ACTIONS DESCRIBED IN SECTION 6.1.10 OF THE WATER EFFICIENT LANDSCAPING STANDARDS MUST BE TAKEN. 2.SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE MATCHED PRECIPITATION RATES, UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER'S RECOMMENDATIONS. 3.ENSURE THERE IS HIGHEST POSSIBLE DISTRIBUTION UNIFORMITY, AND HEAD-TO-HEAD COVERAGE. 4.AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION MANAGEMENT PLAN IS REQUIRED AS DESCRIBED IN SECTION 6.7 THROUGH 6.9 OF THE STANDARDS. ENSURE THE FOLLOWING: 1.TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION UNIFORMITY OF 0.65 OR HIGHER USING HE PROTOCOL DEFINED IN ASABE/ICC 802-2014 2.POP-UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6" CITY OF ASPEN GENERAL NOTES ID#: 50322 REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-PRB-100-COM QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5RC ISOLATION GATE VALVE ASSEMBLY:MATCO 514/10RT POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY BACKFLOW PREVENTION ASSEMBLY:REFER TO MECHANICAL ENGINEERING PLANS UNCONNECTED PIPE CROSSING IRRIGATION CONTROLLER UNIT WITHC SMARTLINK AIRCARD AND RAIN SENSOR WEATHERMATIC SL1608-SLW5 in SLWM-SS CABINET CONTROL WIRE PATH LATERAL PIPE TO SPRINKLERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC MAINLINE PIPE: 1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC LATERAL PIPE TO INLINE DRIP HEADER: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC INLINE DRIP TUBING: NETAFIM TLCV26-12 W/ RAINBIRD XQF1012 HEADER 1 2 LATERAL PIPE TO DRIP RINGS FOR TREES: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC INLINE DRIP RING ASSEMBLY FOR TREES: NETAFIM TLCV6-12 PRESSURE: 30 PSI FLOW: 0.25 GPM Sheet Number: Date Issued: Sheet Title: Revision Title Date Designed: Drafted: Reviewed: Lo c a t i o n : Pr o j e c t : Cl i e n t : Cl i e n t A d d r e s s : IR-1 IRRIGATION AS P E N C O L O R A D O 23 2 E A S T M A I N S T R E E T BL U E G R E E N 30 0 S O U T H S P R I N G S T R E E T , S U I T E 2 0 2 1 PERMIT SET 09/06/2018 2 3 4 5 6 7 SITE WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SUITE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Web: www.hinesinc.com LEGEND & NOTES MR SH/GG SH/GG 09/06/2018 12/26/2018 FYI: Sod is very high (VH) with a .90 plant factor Please indicate irrigation valve by number in parentheses (A2, A3, etc.) for each hydrozone, as per Section 5.2.8 WELS Section 4.3.1 states that irrigation water need cannot exceed 7.5 gal./season/sq.ft). WELS is in a pilot phase until Jan.1, 2019. After that date the 7.5 standard will be strictly enforced. All ROW areas should be removed from the water budget calculations. Please revise. BLOCK 73 ALLEY UP E C-1 L B-3 A C N M O N A R C H S T E MAIN ST PR O P E R T Y L I N E 1 2 1 2 1 T UEUE A1 0.10 0.41 1" A2 4.50 0.41 1" A3 2.25 0.71 1" A4 12.0 2.79 1" A5 1.50 0.41 1" 30 30 30 3030 F A 1 2 A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES PRECIP. RATE (INCHES PER HOUR) INDICATES ZONE DESIGN PRESSURE (PSI) 0.50 30 REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: WEATHERMATIC MAX-DW (SIZED PER PLAN) FLOW SENSOR ASSEMBLY:F WEATHERMATIC SLFSI-T10 MASTER VALVE ASSEMBLY:WEATHERMATIC MAX-DW POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES 8 FEET30 PSI Q-0.26 H-0.52 F-1.05 POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES 10 FEET30 PSI Q-0.41 H-0.82 F-1.64 POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM):Q-0.65 H-1.30 F-2.60 30 PSI 12 FEET WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM):Q-0.92 H-1.85 F-3.70 30 PSI 15 FEET WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES POP-UP SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM):EST-0.61 SST-1.21 30 PSI 4 FEET X 15 FEET WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD MPR SERIES NOZZLE IRRIGATION LEGEND THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE DOMESTIC WATER TAP, METER, IRRIGATION BACKFLOW AND STUB INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL MASTER VALVE ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. WALL SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. CONSTRUCTION NOTES I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN 1.APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE AT EACH EMISSION DEVICE IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE FOR OPTIMAL PERFORMANCE. IF PRESSURE IS NOT WITHIN THE PREFERRED RANGE, ACTIONS DESCRIBED IN SECTION 6.1.10 OF THE WATER EFFICIENT LANDSCAPING STANDARDS MUST BE TAKEN. 2.SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE MATCHED PRECIPITATION RATES, UNLESS OTHERWISE DIRECTED BY THE MANUFACTURER'S RECOMMENDATIONS. 3.ENSURE THERE IS HIGHEST POSSIBLE DISTRIBUTION UNIFORMITY, AND HEAD-TO-HEAD COVERAGE. 4.AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION MANAGEMENT PLAN IS REQUIRED AS DESCRIBED IN SECTION 6.7 THROUGH 6.9 OF THE STANDARDS. ENSURE THE FOLLOWING: 1.TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION UNIFORMITY OF 0.65 OR HIGHER USING HE PROTOCOL DEFINED IN ASABE/ICC 802-2014 2.POP-UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6" CITY OF ASPEN GENERAL NOTES REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-PRB-100-COM QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5RC ISOLATION GATE VALVE ASSEMBLY:MATCO 514/10RT POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY BACKFLOW PREVENTION ASSEMBLY:REFER TO MECHANICAL ENGINEERING PLANS UNCONNECTED PIPE CROSSING IRRIGATION CONTROLLER UNIT WITHC SMARTLINK AIRCARD AND RAIN SENSOR WEATHERMATIC SL1608-SLW5 in SLWM-SS CABINET CONTROL WIRE PATH LATERAL PIPE TO SPRINKLERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC MAINLINE PIPE: 1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC LATERAL PIPE TO INLINE DRIP HEADER: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC SLEEVES:CLASS 200 PVC INLINE DRIP TUBING: NETAFIM TLCV26-12 W/ RAINBIRD XQF1012 HEADER 1 2 LATERAL PIPE TO DRIP RINGS FOR TREES: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC INLINE DRIP RING ASSEMBLY FOR TREES: NETAFIM TLCV6-12 PRESSURE: 30 PSI FLOW: 0.25 GPM Sheet Number: Date Issued: Sheet Title: Revision Title Date Designed: Drafted: Reviewed: Lo c a t i o n : Pr o j e c t : Cl i e n t : Cl i e n t A d d r e s s : IR-2 IRRIGATION AS P E N C O L O R A D O 23 2 E A S T M A I N S T R E E T BL U E G R E E N 30 0 S O U T H S P R I N G S T R E E T , S U I T E 2 0 2 1 PERMIT SET 09/06/2018 2 3 4 5 6 7 SITE WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SUITE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Web: www.hinesinc.com PLAN MR SH/GG SH/GG 09/06/2018 12/26/2018 WELS Section 5.2.3 prohibits overhead irrigation for areas less than ten (10) feet in any direction. WELS Section 5.1.3 requires a lockable master shutoff valve. Sheet Number: Date Issued: Sheet Title: Revision Title Date Designed: Drafted: Reviewed: Lo c a t i o n : Pr o j e c t : Cl i e n t : Cl i e n t A d d r e s s : IR-3 IRRIGATION AS P E N C O L O R A D O 23 2 E A S T M A I N S T R E E T BL U E G R E E N 30 0 S O U T H S P R I N G S T R E E T , S U I T E 2 0 2 1 PERMIT SET 09/06/2018 2 3 4 5 6 7 SITE WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SUITE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Web: www.hinesinc.com DETAILS MR SH/GG SH/GG 09/06/2018 ISOLATION GATE VALVE ASSEMBLY QUICK COUPLING VALVE ASSEMBLY REMOTE CONTROL TURF VALVE ASSEMBLY WALL MOUNT CONTROLLER ASSEMBLY 6-INCH POP UP SPRAY SPRINKLER ASSEMBLY MASTER VALVE ASSEMBLY FLOW SENSOR ASSEMBLY PLAN VIEWPROFILE VIEW TYPICAL IRRIGATION CONTROLLER GROUNDING ROD OR PLATE INSTALLATION 1 2 3 4 5 6 7 8 9 10REMOTE CONTROL DRIP VALVE ASSEMBLY PVC TECHLINE CONNECTION 11 SUBSURFACE DRIP ASSEMBLY IN SHRUB BEDS 12/26/2018 Sheet Number: Date Issued: Sheet Title: Revision Title Date Designed: Drafted: Reviewed: Lo c a t i o n : Pr o j e c t : Cl i e n t : Cl i e n t A d d r e s s : IR-4 IRRIGATION AS P E N C O L O R A D O 23 2 E A S T M A I N S T R E E T BL U E G R E E N 30 0 S O U T H S P R I N G S T R E E T , S U I T E 2 0 2 1 PERMIT SET 09/06/2018 2 3 4 5 6 7 SITE WATER MANAGEMENT SERVICES 323 W. DRAKE RD, SUITE 204 FORT COLLINS, COLORADO 80526 Telephone: 970.282.1800 Web: www.hinesinc.com DETAILS MR SH/GG SH/GG 09/06/2018 DRIP FLUSH CAP ASSEMBLY TYPICAL TRENCHING DETAIL TYPICAL SLEEVING DETAIL INLINE DRIP RING SPIRAL ASSEMBLY FOR TREES IN NATIVE TYPICAL VALVE BOX INSTALLATION RCV A1 RCV A2 RCV A3 QC 12 13 14 15 16 INLINE DRIP TUBING IN PLANTER POT 16 12/26/2018