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HomeMy WebLinkAboutFile Documents.203 E Hallam St.0209.2019 (6).ARBKRi o G r a n d e Bay M a p l e Co t t o n w o o d Mo n a r c h S t . As p e n S t . Mil l S t . Mill 1s t S t . 2n d S t . Ga r m i s c h S t . M a r o i t P l . Me a d o w o o d D r . He a t h e r L n . ( p v t . ) C a s t l e C r e e k R d . Doolittle Tw i n L a u r e l Hosp. Rid g e Bluebonnet Larkspur To b y L n . Smuggl e r M t n . R d . Cooper A v .Or i g i n a l S t . E. Blee k e r S t . Sp r i n g S t . Hu n t e r S t . Ga l e n a S t . Cooper A v . Hyman A V E . Regent Se s a m e G i b s o n Herr o n Pitkin W y . Mag n i f i c o R d . Holl o w 3r d S t . Francis S t . Gillespie St. Smuggl e r S t . North S t . Maroon Creek Rd. Aspen Sn e a k y L n . B o n i t a Alta V i s t a D r . C e m e t e r y L n . Me a d o w s R d . Po w e r Music Institute Tent C a s t l e C r e e k D r . 4th S t . 5th S t . 6th S t . Main St . Hopkin s S t . Pla n t Saw 8th S t . Ho l d e n D r . Ct. 7th S t . Mountain But t e M e s a D r . View Dr. Snow Bunny Ct. Snow Bunny Ln . D R S a g e C t . Silve r K i n g D r . Vista D r . Hom e s t a k e D r . Sierra P i t k i n M e s a Ch a t f i e l d R d . Ov e r l o o k Bl a c k B i r c h Cot t o n w o o d Cree k R d . P l a c e r L n . Wi l l o u g h b y W y . L o n e P i n e Roaring Fork Rd. Pl . L n . P u p p y S m i t h Bleeke r S t . Hallam S t . Wood Duck Ln.Re d M t n . R d . S h a d y Hunter C i r . Park Oa k Spruce S t . South Vine St. Francis abin Dr.Red M t n . Red M t n . R d . R e d M t n . R d . R e d s R d . Peck W r i g h t Ridge R d . Cir.Salvati o n PI Ben c h Nigh t h a w k D r . Dra w D r . R d . context map STYSLINGER RESIDENCE 203 E HALLAM Aspen LANDSCAPE COVER L.COVER NO R T H landscape drawings city sheet index sheet number sheet name L.COVER cover L.0.01 notes L.1.01 demolition + preservation plan L.1.02 materials plan L.1.03 layout plan L.1.04 planting plan L.1.05 snowmelt plan L.4.01 layout plan enlargement L.4.02 tile layout enlargement L.4.03 rooftop plan enlargement L.5.01 details L.5.02 details L.5.03 details L.5.04 details L.5.05 details L.5.06 details L.5.07 planting details L.5.08 details L.5.09 details ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 SPECIAL CONCRETE PAVEMENT INSTALLATION NOTES ·CONCRETE JOINTING SHALL BE AS INDICATED ON LAYOUT PLANS. THE JOINTING HAS BEEN INTRICATELY DESIGNED, AND THE UTMOST CARE IS TO BE TAKEN TO INSURE THAT THE INTEGRITY OF THE DESIGN IS MAINTAINED THROUGHOUT THE INSTALLATION PROCESS. ·NOTES IN THE ACCOMPANYING CONSTRUCTION DETAILS CONCERNING REINFORCEMENT, JOINT FILLER MATERIAL, SUBGRADE COMPACTION AND INSTALLATION OF AGGREGATE BASE ARE TO BE RIGIDLY ADHERED TO. ·SUBGRADE COMPACTION SHALL TAKE PLACE UNDER DRY CONDITIONS. ANY SOFT OR MUDDY AREAS ARE TO BE EXCAVATED AND REFILLED WITH DRY SOIL OF THE SAME TYPE. ·ALL REINFORCEMENT (BARS, DOWELS AND/OR WIRE MESH) SHALL BE IN PLACE AND SECURED PRIOR TO PLACING CONCRETE. WIRE MESH IS TO ULTIMATELY BE SECURED AT A DEPTH OF 1/2 OF THE THICKNESS OF THE CONCRETE POUR. ALL MEANS NECESSARY TO ACHIEVE THIS ARE TO BE UTILIZED BY THE INSTALLER. ·SLEEVES ARE TO BE IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE. ·ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. ·CONCRETE SLUMP SHALL BE 3" MAX. AT TIME OF PLACEMENT. ·CONCRETE TO BE INSTALLED WHEN AIR TEMPERATURE IS BETWEEN 50°F AND 85°F. IF THE TEMPERATURE IS PREDICTED TO EXCEED EITHER OF THESE LIMITS WITHIN 5 DAYS OF INSTALLATION, CONCRETE SHALL NOT BE INSTALLED AT THAT TIME. ·ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN 8% ENTRAINED AIR ·ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318, ACI 318.1 AND ACI 301. CONCRETE TEST REPORTS SHALL BE MADE AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE JOB SITE. THIS IS MANDATORY. ·CONTROL JOINTS ARE TO BE HAND-TOOLED, AND ALL JOINTING IS TO BE RIGIDLY STRAIGHT. ·CONCRETE INSTALLER IS RESPONSIBLE FOR THE PROPER CURING OF THE CONCRETE FOR THE SEVEN DAYS IMMEDIATELY AFTER INSTALLATION. THIS IS TO INCLUDE INSTALLATION OF MOISTURE-RETAINING FABRIC, RE-WETTING OF THE FABRIC AS NEEDED. ON THE FINAL DAY OF THE HEREIN DESCRIBED CURING PROCESS A CURING COMPOUND IS TO BE APPLIED TO THE CONCRETE AFTER REMOVAL OF THE PROTECTIVE FABRIC. GENERAL SITE FURNISHINGS NOTES THE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS: ·ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION, METHODS, PROCEDURES AND MAINTENANCE. ·COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS INDICATING ALL DETAILS OF FABRICATION AND INSTALLATION INCLUDING SIZES, SHAPES, FINISHES, COLORS, THICKNESS, MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS. ·SUBMIT COLOR SAMPLES FOR APPROVAL. ·DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND LABELS INTACT IN CLEAN, DRY AND PROTECTED LOCATIONS. ·STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID DAMAGE. ·ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING, SHIPPING, DELIVERY, UNPACKING, AND INSTALLING ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND AS DETAILED ON THE DRAWINGS. ·THE CONTRACTOR SHALL VERIFY INSTALLATION PROCEDURE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLING. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND SHALL BE COMPLETELY RESPONSIBLE FOR SHIPPING, UNPACKING, REMOVING PACKAGING, DISREGARDING PALLET AND PACKAGING MATERIALS, AND ALL HANDLING AFTER DELIVERY TO PLACE SITE FURNISHINGS IN LOCATIONS DESIGNATED ON THE PLANS. ·ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO BEING PLACED ON SITE. ·ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS, CRACKS, CHIPS, STAINS AND SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON FINAL PLACEMENT AND APPROVAL. GENERAL SITE LIGHTING NOTES ·ALL LIGHTING SHALL BE INSTALLED BY A LICENSED ELECTRICAN(S) IN CONFORMANCE WITH ALL APPLICABLE REGULATORY CODES. THE CONTRACTOR AND/OR ELECTRICIAN SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO INSTALLATION. ·THE CONTRACTOR AND/OR ELECTRICIAN SHALL PROVIDE SUBMITTALS AND/OR SHOP DRAWINGS OF ALL FIXTURES FOR APPROVAL PRIOR TO INSTALLATION ·ALL LIGHTING SHALL BE PROVIDED AS IDENTIFIED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS. NO SUBSTITUTIONS IN MATERIALS OR MANUFACTURER SHALL BE PERMITTED WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER. ·THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL SPECIFIED LIGHTING UNITS SHOWN ON THE PLAN AND OBTAIN THE OWNER'S WRITTEN APPROVAL PRIOR TO INSTALLATION. ·THE CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES PER THE MANUFACTURER'S RECOMMENDATIONS. GENERAL SITE HARDSCAPE NOTES ·THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT SITE PRIOR TO BIDDING THE WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION. ·REFER TO THE SITE LAYOUT DRAWINGS FOR LAYOUT GEOMETRY INFORMATION FOR ALL SITE ELEMENTS. ·THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUM PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES, IRRIGATION AND OTHER ELEMENTS AND COORDINATE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING OPERATIONS. DRAWINGS ARE PREPARED ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARING THESE DOCUMENTS. ·ALL EXISTING SITE ROADS, PARKING LOTS, CURBS, UTILITIES, SEWERS AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY ·THE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH THE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE PROGRESS OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK. ·THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. ·THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'S REPRESENTATIVE. ·ALL PAVEMENT JOINTS ARE TO BE PARALLEL, PERPENDICULAR OR TANGENT TO ADJACENT LINES UNLESS NOTED OTHERWISE. LAYOUT CURVILINEAR JOINTS AS INDICATED ON THE DRAWINGS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ·ALL PAVEMENT SHALL BE STAKED IN THE FIELD USING DIMENSIONS AND LAYOUT GEOMETRY INDICATED ON THE SITE LAYOUT PLANS OR AS INSTRUCTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ALIGNMENT MAY BE ADJUSTED TO ACCOMMODATE EXISTING DRAIN INLETS, MANHOLES, OR OTHER SITE ELEMENTS UPON APPROVAL OF THE LANDSCAPE ARCHITECT. ·THE CONTRACTOR SHALL PROVIDE SAMPLE POURS OF ALL PAVING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION IN CONFORMANCE WITH THE SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL JOINT SEALANTS AND COLORS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. ·THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL MEASURES (SILT FENCE, ORANGE GEO FENCE AND/OR OTHER MEASURES) DURING CONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS TO THE (LAKE, GUEST AREAS, EXISTING PARKING LOTS, ETC.) ACCORDING TO ALL APPLICABLE FEDERAL/STATE LAW AND LOCAL CODES. ·SEE HARDSCAPE DETAILS FOR CONCRETE EXPANSION JOINTS AND CONTROL JOINTS. CONTROL AND EXPANSION JOINT MODULE WIDTH MAY VARY TO ACHIEVE THE LAYOUT DEPICTED ON THE PLANS. THE CONTRACTOR SHALL FIELD MEASURE AND IDENTIFY MODULAR WIDTHS THAT ACHIEVE THE INTENT OF THE LAYOUT SHOWN ON THE PLAN. CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE A REDLINED PLAN SHOWING ANY REQUIRED CHANGES IN JOINT LAYOUT PRIOR TO PLACEMENT. ALL CHANGES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. EXPANSION JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AT ALL INTERFACES. ·SEE SITE GRADING PLANS AND CIVIL ENGINEERING DRAWINGS FOR PAVEMENT ELEVATIONS. MATCH GRADES WITH EXISTING CONDITIONS. VERIFY THAT THE PAVEMENT SURFACES BETWEEN EXISTING AND NEW ARE FLUSH AND DO NOT CREATE A TRIPPING HAZARD. ·THE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED OFF-SITE DAILY. ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL DRAIN INLETS, CATCH BASINS, YARD DRAINS AND MANHOLES INDICATED ON THE PLANS UNDER PREVIOUS CONSTRUCTION PACKAGES. WHERE POSSIBLE, DRAIN INLETS IN PAVEMENT SHALL BE LOCATED AT THE INTERSECTION OF PAVEMENT JOINTS OR IN THE CENTER OF A PAVEMENT FIELD DEFINED BY THE PAVEMENT JOINT PATTERN INDICATED ON THE DRAWINGS. GENERAL SITE LAYOUT NOTES ·CONTRACTOR SHALL FULLY FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING THE WORK. ·SEE SITE LAYOUT DRAWINGS FOR CONSTRUCTION LAYOUT GEOMETRY OF THE PROJECT'S SITE DEVELOPMENT ELEMENTS. ·REFER TO HARDSCAPE PLANS AND DETAILS AS WELL AS THE STRUCTURAL DOCUMENTS FOR ADDITIONAL LAYOUT INFORMATION. ·CONTRACTOR SHALL COORDINATE AND VERIFY ALL POINTS OF BEGINNING AND BENCHMARKS FOR THE SITE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING LAYOUT OF SITE ELEMENTS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. ·UNLESS NOTED OTHERWISE, THE LIMITS OF CONSTRUCTION SHALL BE AS NOTED ON THE DRAWINGS. ·CONTRACTOR SHALL USE THE DIMENSIONING AND STAKING LAYOUTS INDICATED ON THE SITE LAYOUT PLANS TO LAYOUT ALL SITE ELEMENTS, PAVEMENT AND PAVEMENT PATTERNS, ETC. BRING ANY DISCREPANCIES, INCONSISTENCIES OR ERRORS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. ·WHEREVER POSSIBLE, THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF THE PAVEMENT AND PAVEMENT PATTERN WITH THE LOCATION OF THE DRAIN INLETS AND OTHER AT GRADE UTILITY ELEMENTS. GENERAL GRADING NOTES ·THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING THE WORK. ·THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL EARTHWORK AND SITE GRADING NECESSARY TO ACHIEVE THE FINISHED GRADES NOTED ON THE GRADING PLANS ACCORDING TO THE SPECIFICATIONS. ·NUMEROUS UNDERGROUND UTILITIES, CONDUIT, SLEEVES, DRAINAGE PIPES, ETC., HAVE BEEN PREVIOUSLY INSTALLED OR SCHEDULED FOR FUTURE INSTALLATION BY OTHERS. CONTRACTOR SHALL COORDINATE AND WORK CLOSELY WITH OTHER CONTRACTORS, TRADES, AND THE OWNER'S REPRESENTATIVE TO AVOID DAMAGE TO THESE UNDERGROUND AND AT GRADE ELEMENTS. ANY DAMAGES SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE. ·FINISHED GRADE IN PLANTING BED AREAS SHALL BE 1" TO 2" BELOW THE FINISHED ELEVATIONS SHOWN FOR ALL HARDSCAPE SURFACES (SEE DETAILS FOR VARYING CONDITIONS). ·ALL UTILITIES, SLEEVES, MANHOLES, OUTFALL STRUCTURES, SWALES, AND OTHER STRUCTURES OR TOPOGRAPHICAL FEATURES SHALL BE FIELD STAKED AND VERIFIED PRIOR TO CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY EXISTING UTILITY WHICH NEEDS TO BE RAISED TO MATCH FINISHED GRADES SHOWN IN THE DRAWINGS. ·ALL FILL REQUIRED SHALL BE CLEAN, WELL DRAINING SOIL. FILL SHALL BE CLEAN AND FREE OF ALL MATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS (LARGER THAN 2" DIA.), COMPACTED CLAY, ROAD BED OR SURFACING MATERIAL, MUCK, ROOTS, BRANCHES, ETC. ·CONTOURS FOR BERMING SHALL BE SMOOTH, CONTINUOUS ARCS. SIDE SLOPES SHALL BE SMOOTH AND EVEN IN TRANSITION AND VOID OF DEPRESSIONS AND SURFACE IRREGULARITIES. ALL BERMS SHALL HAVE A MAXIMUM SIDE SLOPE OF FOUR FEET (4') HORIZONTAL TO ONE FOOT (1') VERTICAL (IE, 4 TO 1), UNLESS OTHERWISE NOTED. ·MAXIMUM SIDEWALK SLOPE SHALL BE 5% (1' IN 20') AND MEET ALL HANDICAP REQUIREMENTS. .MINIMUM SIDEWALK SLOPE SHALL BE 1%. MAXIMUM SIDEWALK CROSS SLOPE SHALL BE 2% PITCHED TOWARD DRAINAGE STRUCTURES. ·ALL PAVEMENT AND LANDSCAPE AREAS OF THE PROJECT SHALL POSITIVELY DRAIN TO DRAINAGE STRUCTURES INDICATED ON THE SITE GRADING AND CIVIL ENGINEERING PLANS. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPE STABILIZATION BY OWNER-APPROVED MEANS. ·CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY FENCES, BARRICADES, AND SEDIMENT CONTROL DEVICES AS WELL AS MAINTAIN AND REPAIR ANY DAMAGE WHICH MAY IMPEDE THEIR EFFECTIVENESS AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ·ANY LIMITS OF WORK ABUTTING JURISDICTIONAL BOUNDARIES OR EXISTING WATER BODIES SHALL BE VERIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. GENERAL DEMOLITION NOTES ·PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. COPIES OF ALL DIG PERMITS SHALL BE MADE AVAILABLE TO THE OWNER’S REPRESENTATIVE PRIOR TO EXCAVATING. CONTRACTOR TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ·THE CONTRACTOR, PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION, DIGGING, BORING, PILE DRIVING, BLASTING, OR PLANTING, MUST FIRST OBTAIN AN EXCAVATION PERMIT THE CONTRACTOR SHALL COMPLY WITH FL 77 153 REGARDING NOTIFICATION OF EXISTING GAS AND OIL PIPELINE COMPANY OWNERS AND SHALL NOTIFY "UNCLE" AT 1-800-432-4770 PRIOR TO EXCAVATION. EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING. THE CONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER'S REPRESENTATIVE FOR ALL EXCAVATION PERMITS AND NOTIFICATION NECESSARY PRIOR TO INITIATING ALL WORK. SEE PROJECT MANUAL AND SPECIFICATIONS FOR FURTHER INFORMATION. ·UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PLACE AS REQUIRED BY THE APPLICABLE UTILITY COMPANY AND LOCAL REQUIREMENTS. ANY CONDUITS THAT ARE LEFT IN PLACE SHALL HAVE ENDS SECURELY CAPPED. ·THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS IS APPROXIMATE AND REFLECTS THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON THE PLANS. ·THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND UTILITIES. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S REPRESENTATIVE. ·TEMPORARY CONSTRUCTION FENCE(S) SHALL BE STAKED FOR LOCATION BEFORE CONSTRUCTION. A WALK-THROUGH BY THE CONTRACTOR AND OWNER'S REPRESENTATIVE/ENGINEER SHALL BE CONDUCTED TO CONFIRM THE LOCATION. ·ALL GATES USED ON TEMPORARY CONSTRUCTION FENCING SHALL BE LOCKED WITH STANDARD LOCKS AND KEYS PROVIDED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE. ·UTILITY CONSTRUCTION MAY BE REQUIRED IN AREAS OUTSIDE OF THE CONSTRUCTION FENCE OR WORK LIMIT LINE. THE CONTRACTOR SHALL SCHEDULE THIS WORK WITH THE OWNER'S BEFORE BEGINNING. OPEN CUT, REPAIR AND RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER. ·THE CONTRACTOR SHALL REMOVE ALL BASE AND PAVEMENT MATERIALS AND OTHER CONSTRUCTION DEBRIS FROM LANDSCAPE AREAS AND ISLANDS AND GRADE THESE AREAS IN PREPARATION FOR LANDSCAPE WORK. ·ALL EXCESS MATERIALS RESULTING FROM EXCAVATION FOR CONSTRUCTION OF THE PROJECT SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE. ·ALL PRACTICAL AND NECESSARY EFFORTS SHALL BE TAKEN DURING CONSTRUCTION BY THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS. ·THE CONTRACTOR SHALL CONTROL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. GENERAL LANDSCAPE NOTES ·THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE LANDSCAPE PLANS, SPECIFICATIONS AND AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT MATERIALS SPECIFIED, THE FURNISHING OF ALL LABOR, EQUIPMENT, WATER, ELECTRICITY, EQUIPMENT AND ALL MATERIALS CALLED FOR AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION. FURTHER, THE WORK SHALL INCLUDE MAINTAINING OF ALL PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER AND FULFILLING ALL GUARANTEE PROVISIONS. THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELD SUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND SUPERVISE THE WORK AT ALL TIMES THROUGH FINAL OWNER ACCEPTANCE. ·ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS WORK. ·ALL ON-SITE EXISTING CONDITIONS INCLUDING SURFACE AND SUBSURFACE UTILITIES, GRADES, DIMENSIONS AND SOIL CONDITIONS SHALL BE VERIFIED BY THE LANDSCAPE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THE LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL PLANS PREPARED BY OTHERS THAT AFFECT THE LANDSCAPE AND IRRIGATION WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. ·EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT, FURNISHINGS AND EXISTING PLANTING AREAS TO REMAIN INCLUDING LAWN. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE EXECUTION OF THE CONTRACTOR'S WORK. ·THE CONTRACTOR SHALL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT THEIR WORK DOES NOT IMPACT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. ·PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO REVIEW AND MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST 2 WEEKS PRIOR TO PROCUREMENT AND DELIVERY TO THE JOB SITE. REPRESENTATIVE OF THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES OF SHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD VISITS. ·ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK AS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE INC. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. ALL CONTAINER AND TREE CALIPER SIZES ARE MINIMUM. CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. ·ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LANDSCAPE CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. THE LANDSCAPE CONTRACTOR SHALL REMOVE REJECTED PLANTS AND MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. ·NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE, IDENTIFY THE EXTENT AND QUANTITY IN WRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR EXCEEDS THE INITIAL REQUIREMENT. ·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. ·THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE ARE ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS AND PLANTERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION, AND PROCUREMENT OF EXISTING ON-SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT. REPRESENTATIVE SAMPLES SHALL BE SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS. THE FINDINGS, TOGETHER WITH RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB. ·THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TO INSURE DRAINAGE. ·ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATION FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES. THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT BED OUTLINES AND INDIVIDUAL TREES AND OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY AND INSTALLATION OF THE PLANT MATERIAL. IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAID OUT AS SHOWN, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. ·ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING. IF TREES ARE LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS, MAINTAIN A MINIMUM 3' WIDE OFFSET TO ALLOW FOR MOWERS TO MANEUVER. ·THE PLANT QUANTITIES SHOWED ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. ·THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT QUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL SOD REQUIRED WILL BE ADJUSTED BASED ON A SQUARE FOOTAGE UNIT PRICE. AREAS TO BE SODED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS, SPACED AS SPECIFIED ON THE PLANT LIST. WHEN INSTALLING SHRUBS IN PLANTING BEDS, SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVER QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF SUCH SITUATIONS ARISE. SHRUB AND GROUNDCOVER SPACING IS GENERALLY INDICATED ON THE PLANT LIST FOR ALL `MASS PLANTINGS'. ACCENT SHRUBS AND TREES THAT ARE NOT PART OF MASS PLANTINGS SHALL BE SPACED AS SHOWN ON THE PLANS. ·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL. WITH PLANTS OF EQUAL KIND, SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO CHAINS OR CABLES SHALL BE USED WHEN INSTALLING PLANT MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER, AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING, AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL REMOVE ALL STAKING MATERIALS THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE. ·ALL PLANTING BEDS SHALL BE TOP-DRESSED WITH A 3" LAYER OF MULCH AS SPECIFIED. ALL TREES SHALL HAVE A 3" THICK MULCH RING PLACED AROUND THE BASE OF THE TRUNK. THE LANDSCAPE SCOPE OF WORK INCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT AND NOT AS A SEPARATE COST OR WORKS ITEM. ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE WATERING BY THE LANDSCAPE CONTRACTOR AS REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS FULLY OPERATIONAL AND UNTIL FINAL ACCEPTANCE BY OWNER. ·ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. EXISTING TREES TO REMAIN, AS NOTED ON THE DRAWINGS, SHALL BE LEFT UNDISTURBED AND PROTECTED BY APPROPRIATE TREE PROTECTION FENCING ERECTED AT THE PERIMETER OF THE TREE DRIP LINE (S). NO VEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE PERMITTED WITHIN THE AREA OF THE TREE DRIPLINE(S). ANY EXISTING PLANT BEDS OR TREES DAMAGED BY CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE. ·NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS, PUBLIC RIGHT OF WAY (WITHOUT RIGHT OF WAY UTILIZATION PERMIT). FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ·THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE TRAFFIC CONTROL AND REMOVAL OF ALL DEBRIS AND EXCAVATED BACKFILL OFF-SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER. ·ALL DECIDUOUS TREES < 2" IN CAL DO NOT NEED TO BE STAKED UNLESS THE DRAWINGS INFORM OTHERWISE. ·ALL BURLAP, ROPE AND WIRE IS TO BE REMOVED FROM ALL B&B STOCK PRIOR TO BACKFILLING. NO EXCEPTIONS. ·WRAP ALL DECIDUOUS TREE TRUNKS WITH TREE WRAP ·WILDLIFE PROTECTION FENCING IS REQUIRED AROUND ALL TREES. PROVIDE 2"X2" WIRE MESH AROUND THE TRUNK OF ALL DECIDUOUS TREES AND AROUND THE DRIP LINE OF ALL SPRUCE TREES. ·SEE LANDSCAPE SPECIFICATIONS FOR FURTHER REQUIREMENTS. LANDSCAPE NOTES L.0.001 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DEMOLITION + PRESERVATION PLAN L.1.01 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'5'10' SCALE: 1"=5' TYP. EXISTING 'SPRING SNOW' CRAB APPLE TREES PLANTED IN 2017 TO BE RELOCATED ON PROPERTY PROPERTY LINE PR O P E R T Y L I N E ASPEN STREET HA L L A M S T R E E T FR O N T S E T B A C K FRONT SETBACK SIDE SETBACK PR O P E R T Y L I N E RE A R S E T B A C K CONIFEROUS TREES TO BE PRESERVED DECIDUOUS TREES TO BE PRESERVED TREE PROTECTION FENCE TYP. CONIFEROUS SHRUBS TO BE PRESERVED REMOVE EXISTING MULCH- 340 SF REMOVE EXISTING LAWN- 380 SF IMPROVE EXISTING HARDSCAPE W/ SNOWMELT- 203 SF IMPROVE EXISTING HARDSCAPE W/ SNOWMELT - 86 SF EXISTING ASPEN TREES TO REMAIN EXISTING TERRACE TO REMAIN EXISTING TREES TO BE PRESERVED NORTH 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 D D I I I I I C O C O C O C O D D D O S W E E G E E D D D C O MATERIALS PLAN L.1.02 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 PROPOSED COTTONWOOD TREE; 1/L.5.07 START OF 42" HIGH FENCE EXISTING UTILITY PEDESTAL END OF 72" HIGH FENCE CAST-IN-PLACE CONCRETE STEPPERS; RE: 3/L.5.06 DRIP-THROUGH WOOD DECK; RE: 2/L.5.01 & 2/L.5.04 EXISTING CONCRETE WALKWAY AND DRIVEWAY APRON TO REMAIN END OF 42" HIGH FENCE EXISTING STEPPERS TO REMAIN EXISTING TERRACE TO REMAIN 42" WOOD AND STEEL FENCE; RE: 1/L.5.01 RIGHT OF WAY PET TURF W/ SNOWMELTED K9 GRASS; RE: 2/L.5.06 9'x3' WILDLIFE RESISTANT TRASH ENCLOSURE W/ GATE; RE: 1/L.5.05 DRY WELL ACCESS HATCH; RE: 2/L.5.08 PROPOSED COTTONWOOD TREE: RE; 1/L.5.07 RH TOPANGA PRE-FAB FIRETABLE; RE: 1/L.5.06 PROPERTY LINE PR O P E R T Y L I N E ASPEN STREET HA L L A M S T R E E T FR O N T S E T B A C K SIDE SETBACK PR O P E R T Y L I N E RE A R S E T B A C K 72" WOOD AND STEEL FENCE; RE: 3/L.5.01 CUSTOM PLANTER- BENCH; RE: 1/L.5.03 REAR WOOD FENCE; RE: 1&2/L.5.02 HARDSCAPE PAVING - TILE-SNOWMELT; RE: 2/L.5.03 DECORATIVE PEBBLE DETAIL; RE: 3/L.5.03 EXISTING COTTONWOOD TREE: RE; 1/L.5.07 PROPOSED HARDSCAPE PAVING; PATTERN TO MATCH EXISTING- TILE- SNOWMELT; RE: 2/L.5.03 42" HIGH WOOD & STEEL FENCE; RE: 1/L.5.01 MOVABLE FURNITURE: RE: INTERIOR DESIGNER GATE REAR FENCE; RE: 1/L.5.02 EXISTING PLANTING POCKET TO REMAIN 6'-6" x 7'-5" CUSTOM HOT TUB BY DIAMOND SPAS W/ R12 COVER ; RE: 1/L.5.04 3" CAL ASPEN TREE TO REPLACE ASPEN TREE THAT FELL IN 2018 STORM 0'5'10' SCALE: 1"=5' NORTH CABLE RAIL SYSTEM; RE: 1/L.5.08 EXISTING SIDEWALK TO BE WIDENED TO ALIGN W/ SPA MOVABLE SPA COVER METAL STAND OVER PEBBLE; 2/L.5.05 MOVABLE WOODEN SPA STEPS: RE; 3/L.5.05 CABLE RAIL SYSTEM GATE; RE: 1/L.5.08 37 SF WATER SURFACE AREA27 SF AREA 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 D D I I I I I C O C O C O C O D D D O S W E E G E E D D D C O LAYOUT PLAN L.1.03 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 18'-63 4" 17 ' - 2 1 4" 3'-0" 3' - 0 " 7'-93 4"28'-5" 23 ' - 3 1 2" 3' 4 " 22 ' - 1 " 3' - 0 " 3' - 5 " PROPERTY LINE PR O P E R T Y L I N E ASPEN STREET HA L L A M S T R E E T FR O N T S E T B A C K SIDE SETBACK PR O P E R T Y L I N E RE A R S E T B A C K AC C E S S A L L E Y 3' - 1 1 2" 212" TY P . 31 4" TYP. 1'-4" TYP. 4' 1' - 0 " 2' - 4 " TY P . 4' - 0 " 52'-93 4" 28 ' - 9 " 6" 3' - 4 " 6" 8" 2'-0" 14'-0" 2'-0"4'-61 2" 11'-5" 6'-101 2" 8' - 1 0 " 2' - 8 " 11 ' - 2 " 6' - 7 3 4" 6" 15 ' - 4 3 4" 6" 81 4" 5' - 2 1 4" 71 4" 6' - 0 3 4" NORTH WEST FENCE PLAN ENLARGEMENT; RE: 1/L.4.01 SOUTH WEST PATIO LAYOUT PLAN ENLARGEMENT; RE: L.4.02 REFER TO L.4.03 FOR LAYOUT ENLARGMENT OF ROOFTOP PLAN LOCATION OF HATCH PER FIELD LOCATION OF DRYWELL CAP ALIGN PLANTER W/ WINDOW ALIGNALIGN 4'-111 4"45'-113 4"9'-03 4"9'-1"10'-103 4" 1'-101 4" FENCE POST LOCATION; RE: L.4.02 0'5'10' SCALE: 1"=5' NORTH SOUTH WEST FENCE PLAN ENLARGEMENT; RE: 2/L.4.01 7' - 1 0 " 7'-1"2'-10" 6'-13 4" 1'-31 4" 9'-0" 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020  ž Ä     žÄ žÄ          žÄ žÄ 6;2 žÄ ž Ä   žÄžÄ  WEST GATE ELEVATION žÄ      ž Ä   ž Ä    ž Ä    ž Ä     žÄ žÄ žÄ  ž Ä     6 ; 2  ž Ä   žÄ    žÄTH CABLE FENCE PLAN TREES BOTANICAL / COMMON NAME CONT CAL QTY POPULUS ANGUSTIFOLIA / NARROWLEAF POPLAR B & B 2"CAL 2 POPULUS TREMULOIDES / QUAKING ASPEN B & B 3"CAL 1 GROUND COVERS BOTANICAL / COMMON NAME CONT FIELD2 SPACING QTY MIXED PERENNIALS SPP.1 GAL 74 SF SOD SOD 599 SF PLANT SCHEDULE PLANTING PLAN L.1.04 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 PROPERTY LINE PR O P E R T Y L I N E ASPEN STREET HA L L A M S T R E E T FR O N T S E T B A C K SIDE SETBACK PR O P E R T Y L I N E RE A R S E T B A C K AC C E S S A L L E Y DOG RUN WITH PERFECT TURF - PET GRASS; 2/L.5.06 EXISTING 'SPRING SNOW' CRAB APPLE TREES PLANTED IN 2017 SHOWN IN NEW ARRANGEMENT DECIDUOUS TREE PLANTING; 1/L.5.07 16'-3"14'-11" 2'-5" 9' - 6 " 6' - 9 " 8' - 8 " 0'5'10' SCALE: 1"=5' NORTH 7' - 1 1 " 14 ' - 2 " 14'-9" 14'-5" 11 ' - 3 " 7'-1"14'-10" 2'-3" 12 ' - 1 1 " 2'-3" 5' - 1 1 " 2'-3" 6' - 3 " 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020  ž Ä     žÄ žÄ          žÄ žÄ 6;2 žÄ ž Ä   žÄžÄ  WEST GATE ELEVATION žÄ      ž Ä   ž Ä    ž Ä    ž Ä     žÄ žÄ žÄ  ž Ä     6 ; 2  ž Ä   žÄ    žÄTH CABLE FENCE PLAN SNOWMELT PLAN L.1.05 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 PROPERTY LINE PR O P E R T Y L I N E ASPEN STREET HA L L A M S T R E E T FR O N T S E T B A C K SIDE SETBACK PR O P E R T Y L I N E RE A R S E T B A C K AC C E S S A L L E Y EXISTING SNOWMELT- 247 SF EXISTING SNOWMELT - 187 SF PERMITTED SNOWMELT - 267 SF SNOWMELT ANALYSIS: - EXISTING SNOWMELT - PERMITTED SNOWMELT - PROPOSED ADDITIONAL SNOWMELT TOTAL SNOWMELT 1,073 SF 434 SF 456 SF 183 SF PROPOSED ADDITIONAL SNOWMELT - 86 SF PERMITTED SNOWMELT - 33 SF PERMITTED SNOWMELT - 156 SF PROPOSED ADDITIONAL SNOWMELT - 97 SF 0'5'10' SCALE: 1"=5' NORTH 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 D LAYOUT PLAN ENLARGEMENT L.4.01 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 0'2'4' SCALE: 1"=2'-0" 4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-7"6'-0"6'-0"6'-0"6'-4" 4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3' - 1 " 1' - 4 " 1' - 0 " MA T C H L I N E MA T C H L I N E 1 CT. A-TYP. CUSTOM REMOVABLE PLANTER 20 CT. TYP. CUSTOM REMOVABLE PLANTER NORTH 1 NORTH WEST FENCE LAYOUT PLAN ENLARGEMENT SCALE: 1" = 2' 1 SOUTH WEST FENCE LAYOUT PLAN ENLARGEMENT SCALE: 1" = 2' 8'-6" 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 LAYOUT PLAN ENLARGEMENT L.4.02 PR O P E R T Y L I N E RE A R S E T B A C K FENCE POST LAYOUT PATTERN SWINGING SALOON DOOR TO SPA PATIO TRASH ENCLOSURE; RE: L.5.12 EXISTING UTILITY SLAB 1 REAR FENCE PLAN ENLARGEMENT SCALE: 1" = 2' 3' - 4 " 3' - 2 " 3' - 0 " 1'-6"10'-11"9'-0" 1'-0" 6'-1"6'-0" TYP. 0'2'4' NORTH 5'-8"5'-8"3'-8"3'-8"3'-0"1'-8"5'-4" SNOWMELTED CONCRETE SLAB MEXICAN BEACH PEBBLE MIN DISTANCE FROM TRANSFORMER 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 ROOFTOP PLAN ENLARGEMENT L.4.03 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 27.26 LF CABLE RAILING RE: ARCH EXISTING CONDENSING UNIT FOR BEDROOMS RE: ARCH FOR DECK ENTRY & SAFETY RAILING LAYOUT & DETAILS 2'X2' DASSO XTR BAMBOO TILE BY BISON ON ULTRA LOW VT18 PEDESTAL BASE BY BISON 4' - 6 " EXIST. LIVING ROOM CHIMNEY FAN 64.54 LF WOODEN UTILITY SCREEN; RE: STRUCT SOUTH NORTH EAST EXIST. VENTILATION EXIST. BASEMENT CHIMNEY FAN EXIST. CHASE EXIST. ROOF DRAIN 7'-4" 9'-113 4" 6' - 5 " 6' - 5 " 11'-6" 412" 6' - 9 3 4" T Y P . 4" EXIST. ROOF DRAINS 6'-81 2" 412" 434" 412" 10'-6" 91 2" 2'-21 2" 4" 15 ' - 1 1 3 4" WEST 3' - 6 1 4" 0'2'4' SCALE: 1"=2'-0" NORTH 91 2" 6'-81 2" 6' - 9 3 4" 2x4x78 MOSO BEAM "STRINGER" TYP. 2x4x78 MOSO BEAM "PERLIN" TYP. ROOF RAIN SCREEN W/ MOSO BAMBOO X-TREME BEAMS; RE: 3/L.5.08 SECURE RAIN SCREEN TO SLEEPER; RE: STRUC. SECURE RAIN SCREEN TO SLEEPER; RE: STRUC. STEEL FRAME; RE: STRUC 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.01 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 3 72" WOOD & STEEL FENCE 3/4"=1'-0" %#2Ä$.#%-219&'4Ä%1#6'& 67$7.#456''. žž 5.#65Ä/151$1Ä&6*6$'#/5 :://952#%+0) 5.#65#0%*14'&6*417)* )#.8#0+<'&$1.65#6 '#%*2156 1% 6;2ž &+#/'6'4/+0ZžÄ&''2 %10%4'6'2+'46;2#6 ('0%' $.#%-2'$$.'61%18'4 )4170&#6(1161(('0%' #6#&'26*1(    Z$.#%-219&'4Ä%1#6'& 67$7.#456''.21565 24'Ä&4+..'&(145.#6#0& %#2*#4&9#4'  žÄžÄ    žž ž Ä   ž Ä   Ä$.#%-/':+%#02'$$.'61 %18'4)4170&#6(1161( ('0%'#6#&'26*1( %#2Ä$.#%-219&'4Ä%1#6'& 67$7.#456''. /151$1Ä&6*6$'#/5 :://952#%+0) Z$.#%-219&'4Ä%1#6'& 67$7.#456''.21565 24'Ä&4+..'&(145.#6#0& %#2*#4&9#4' %#2Ä$.#%-219&'4Ä%1#6'& 67$7.#414*55 /151$1Ä&6*6$'#/5 ZZ//952#%+0) 5.#65#0%*14'&6*417)* )#.8#0+<'&$1.65#6'#%*2156 Z$.#%-219&'4Ä%1#6'& 67$7.#456''.21565 24'Ä&4+..'&(145.#6#0&%#2 *#4&9#4' &+#/'6'4/+0ZžÄ &''2%10%4'6'2+'4 6;2#6('0%'   6; 2  ž1% 6;2ž 56''.215652.#%'& 10Ä%'06'4'8'4;ž %#2Ä$.#%-219&'4Ä%1#6'& 67$7.#456''. /151$1Ä&6*6$'#/5 :://952#%+0) *55Z$.#%- 219&'4Ä%1#6'&67$7.#4 56''.2156524'Ä&4+..'& (145.#6#0&%#2*#4&9#4' 6740/151&'%-&190 #6'&)'%10&+6+10 &+(('4'0%'$'69''0612 1(&'%-#0&#&,#%'06)4#&' $4#%-'6%100'%65(116'4 61$'#/ 5'2#4#6'5$'#/ (41/%10%4'6' 4'.(14 (4#/+0)2.#0 /151(75'& $#/$11&'%-+0) 2#6+1%18'4'&$; 6740&1901(&'%-  41#&$#5' %10%4'6'(116'4#0&2+'4 5722146(14&'%- 2.#06+0)21%-'69+6*61251+. %10%4'6'56'22'4 Ä.1%#6+102'42.#0 1 42" FENCE 3/4"=1'-0" 2 WOOD DECK 1-1/2"=1'-0" 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.02 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 1 REAR FENCE ELEVATIONS 1 1/2"=1'-0" 2 REAR FENCE DETAILS 3"=1'-0" 6;2+%#.%10&+6+10)#6'.#6%*%10&+6+10)#6'*+0)'%10&+6+10 %140'4%10&+6+10 /'6#.('0%')#6' (4#/'9.#6%* 56''./%%*#00'.ÄZ 6;2(+0+5*61/#6%*#4%*   Z)#7)'2.#6'56''.564+2 (+0+5*61/#6%*7%*#00'. $7669'.&'&617%*#00'. $.#%-Ä56#4 (.#6*'#&5%4'9 :2'4$1#4& %1706'45+0-515%4'9 *'#&+5(.75*956''. :%'&#4$1#4& (+0+5*61/#6%*#4%* %7%*#00'..$5(6 (+0+5*61/#6%*#4%*  /'6#.('0%')#6' (4#/'9*+0)' Z)#7)'2.#6'56''.564+2 (+0+5*61/#6%*7%*#00'. $7669'.&'&617%*#00'. 0'+)*$14ž55+&' 2412'46;5+&' 0'+)*$14ž55+&' 2412'46;5+&' 0'+)*$14ž55+&' 2412'46;5+&' 0'+)*$14ž55+&' 2412'46;5+&' ž Ä    6 ; 2  ž Ä    6 ; 2  /151$'#/6740'& 105+&'#5%#2 $1661/5.#64+22'& 619+0(+0)4#&' &+#/'6'4/+0ZžÄ &''2%10%4'6'2+'4 6;2#6('0%'   6;2+%#.%10&+6+10%140'4%10&+6+10)#6'.#6%*%10&+6+10)#6'*+0)'%10&+6+10 /151$1Ä&6*66) :Ä64'/'('0%+0)5.#65 :://   /151$'#/ 6740'&10 5+&'#5%#2 ž  03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.03 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 1 CUSTOM PLANTER-BENCH 3/4"=1'-0" 2.#08+'9 žÄ $.#%-219&'4Ä%1#6'& 56''.%7561/2.#06'4 61$'(+..'&9+6*61251+.  ž žÄ  ž ž ž 564''6.+('417)* 4'#&;Ä 6125'#6%7561/14&'4 (4106'.'8#6+10 5+&''.'8#6+10 ž  ž Ä     6 1 '  - + % -  žÄ  %65'.(.'8'.+0).')5 ž Ä   ž Ä     2.#06/#6'4+#.01661 ':%''&*'+)*6(41/ )4#&' 2 HARDSCAPE PAVING - TILE - SNOWMELT 1-1/2"=1'-0"3 DECORATIVE PEBBLE DETAIL 1-1/2"=1'-0" 1 2" - 1" (SIZE) BLACK MEXICAN PEBBLE ROAD BASE UNDISTURBED SUB-GRADE   5''.#;1762.#0 2% PROVIDE 2% SLOPE AWAY FROM FOUNDATION EXISTING ARCH METAL LANDSCAPE EDGER TO MATCH EXISTING ON SITE MIRIAFI FABRIC    %10%4'6'%+257$5.#$ 5019/'.667$+0)4'('461 2.#0(145019/'.6.1%#6+10 4'$#4#61%'9 $.7'$1#4&+057.#6+10 70&'45.#$ 9#5*'&#))4')#6' %1/2#%6'&61 UNDISTURBED SUB-GRADE OR 95% COMPACTED FILL 6+.'8'0''49+6* )4176,1+065 /146#45'66+0)$'& 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.04 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 1 CUSTOM HOT TUB SECTION 3/4"=1'-0" ž Ä   ž   ':+56+0)51+. 0#+.%#2 9#.. 24125'&&4#+0#)'2+2' 4'%+8+. ('0%'4' . ':+56+0)#4%*+6'%674' $';10& 6*+%-%10%4'6'5.#$ 10)4#&'5019/'.6'& #))4')#6' %1/2#%6'&61 ':+56+0)5019/'.6'& %10%4'6' ž Ä        %7561/56#+0.'55 56''.52#9 9#6'4(#..('#674' +06')4#6'&+061 ('0%'4Ä4#6'& %18'4 (#%'1(5647%674' 2 DECK FRAMING PLAN 1"=2'-0" 8" DIAMETER SONOTUBE W/ BF20 BIGFOOT FOOTING; TYP. (3) P.T. 2x8 (3) P.T. 2x8 (3) P.T. 2x8 P.T. 2x8 @ 16" O.C. CCQM CAP AT EACH PIER; TYP. LUS28 HGR TYP. 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.05 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 1 TRASH ENCLOSURE 3/4"=1'-0" 3 REMOVABLE WOODEN SPA STEPS 1"=1'-0" 5.+&+0)&1145 .#6%*'&9+6*: 64#5*$+05 4'#4 #)#+056('0%' (4106 &11412'0 (41065+&' 6;2+%#. (.#6411(924'Ä($ 5*''6/'6#.411( 5+&+0)61 /#6%*('0%' :21565 61/#6%* ('0%'21565 žÄžÄ ž  5.12'411(+0)(6  žÄ žÄ žÄ žÄžÄ ž   žÄ žÄžÄ ž   9+.&.+(' 4'5+56#06.#6%* ž Ä    žÄžÄ ž Ä        žÄžÄžÄ     žÄžÄ ž Ä   ž Ä   ž Ä   ž Ä   532#+06'&67$'56''. 911&(4#/' &'%-+0) %105647%6+10  4+5'45   64'#&5 5'%6+10 '.'8#6+10 Z&'%-+0)64'#&5 4+5'45 /'6#.67$+0)(4#/' ž Ä   ž Ä   5'%6+10 5'%6+10016' 56'25#4'(4''56#0&+0) 016' 56#0&+5(4''56#0&+0)Ä 2 REMOVABLE SPA COVER METAL STAND 1"=1'-0" 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.06 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 2 PET TURF WITH SNOWMELTED K9 GRASS 1-1/2"=1'-0" /':+%#02'$$.''&)+0) 4'$#456#-'#6žÄ1% Z0#+.'4(#56'0'&6156#-'5 (14'8'4.#90ž-)4#55ž41..'& 18'4Z0#+.'4'&)' 56#2.'& 6*+%-$'&&+0)%1745'01 %.'#0#))4')#6' 5019/'.667$+0)6+'&619+4'/'5* 010Ä918'0)'16':6+.'(#$4+%  01145610' 12'0Ä)4#&'&$#5' 6*+%- 4Ä *+)*&'05+6;4+)+&+057.#6+10  25+/+0 2418+&'52#%+0)$'69''0$1#4&5 6*+%- 01145610' 12'0Ä)4#&'&$#5' 70&+5674$'&14 %1/2#%6'&57$)4#&' &4+..&+#/'6'4*1.'56*417)*+057.#6+10 .#;'461616#.4'/18#.1(+057.#6+10 /#6'4+#.561%4'#6'2'48+17581+&5(+..81+&5 9015610'#))4')#6'$'(14'+056#..+0) )'16':6+.'($4+% 1 RESTORATION HARDWARE - TOPANGA FIRE TABLE žÄ6;2  6;2    %1/2#%6'&57$)4#&' %#56+02.#%' 56'22'49 4'$#4"1% #))4')#6'%1/2#%6'&61 3 CAST IN PLACE CONCRETE STEPPERS 3/4"=1'-0" 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 PLANTING DETAILS L.5.07 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 2 DECIDUOUS SHRUB PLANTING 3/4"=1'-0" 1 DECIDUOUS TREE PLANTING 3/4"=1'-0" PLAN 9+&6*1( 4116$#.. UPRIGHT STAKES TOP OF ROOT FLARE Z9+&6*1(4116$#.. UNDISTURBED SUBGRADE ROOTBALL PLANTING SOIL FINISHED GRADE EDGE OF ROOTBALL PIT ROOTBALL STAKE FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE MULCH LAYER MULCH LAYER 9+&6*1( 4116$#.. 2.#06+0)2+6:9+&6*1(4116$#.. TOP OF ROOT FLARE UNDISTURBED SOIL ROOTBALL PLANTING SOIL FINISHED GRADE FIRMLY FORMED SAUCER (USE TOPSOIL). ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.08 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 2 DRYWELL ACCESS HATCH 1-1/2"=1'-0" 6740/151&'%-&190 #6'&)'%10&+6+10 &+(('4'0%'$'69''0612 1(&'%-#0&#&,#%'06)4#&' $4#%-'6%100'%65(116'4 61$'#/ 5'2#4#6'5$'#/ (41/%10%4'6' 4'.(14 (4#/+0)2.#0 /151(75'& $#/$11&'%-+0) %10%4'6'(116'4#0&2+'4 5722146(14&'%- 6740/151&'%-&190 #6'&)'%10&+6+10 &+(('4'0%'$'69''0612 1(&'%-#0&#&,#%'06)4#&' $4#%-'6%100'%65(116'4 61$'#/ 5'2#4#6'5$'#/ (41/%10%4'6' 4'.(14 (4#/+0)2.#0 /151(75'& $#/$11&'%-+0) %10%4'6'(116'4#0&2+'4 5722146(14&'%- ž .+210(4#/+0) (14*#6%* 5722146 &4;9'..'%%'064+% %10'61#%%'55 &4;9'..$'.19 *#6%*61#%%'55 &4;9'.. &4;9'..'%%'064+% %10'61#%%'55 &4;9'..$'.19 20'7/#6+%&114*+0)'52'4 9'+)*61(*#6%*12'0 .1%-+0)#4/5 *'#8;&76;+08+5+$.'*+0)'5 #.10).'0)6*1(*#6%* 56''.(4#/'615722146 &'%-+0)2.#0-5 *#6%*%.15'& *#6%*12'0 1 CABLE RAIL SYSTEM 1"=1' 2#6+1 (+0+5*'&)4#&' '.'8#6+10 TYPICAL SECTION %140'4%10&+6+10 Ä2156$';10& %106+07175$4#+&'&%#$.' 5;56'/61/#6%*':+56+0) 6;2 ž Ä      ž Ä     2'42.#0 6;2 %'06'4     :56''.(.#6$#461/#6%*':+56+0)     ž Ä       ž Ä     &'%14#6+8'56''.2.#6' (#56'0+0)56''.2.#6'    016'5#..56''.219&'4 %1#6'&$.#%-61/#6%*':+56 COMMENT RESPONSE 11/XX/2019 3 ROOF RAIN SCREEN PANEL PLAN SCALE: 1" = 1' 2000X40X115 MM MOSO X-TREME BEAM "STRINGER" TYP. 2000X40X60 MM MOSO X-TREME BEAM "PERLIN" TYP. 6' - 8 1 2" 214" O . C . T Y P . 134" T Y P . 6 ' - 6 34 " T Y P . 2'-111 2" TYP. 31 2" TYP. 112" T Y P . 1'-41 2" TYP.1'-101 2" TYP. NOTE: 1. RAIN SCREEN FRAME & FASTENERS; RE: STRUC. 6'-93 4" TYP. 6'-53 4" TYP. STEEL FRAME; RE: STRUCTURAL 6' - 3 " 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020 DETAILS L.5.09 ISSUE & REVISION DATES Plot Date: 12/30/19 Project #: 301 Drawn By: MS Checked By: GT PERMIT SET UPDATED PERMIT ADDITIONAL INFO 07/30/2019 08/16/2019 09/10/2019 20 3 E A S T H A L L A M AS P E N , C O 8 1 6 1 1 0,0,0 LA N D S C A P E A R C H I T E C T U R E ▪ L A N D P L A N N I N G 35 0 M A R K E T S T R E E T | S U I T E 3 0 7 | B A S A L T | C O | 8 1 6 2 1 WW W . C O N N E C T O N E D E S I G N . C O M | 9 7 0 . 3 5 5 . 5 4 5 7 1 TYP. CUSTOM HANGING PLANTER 1"=1'-0" (4106'.'8#6+10 5+&'5'%6+10      ž  6;22.#06'4&+/'05+105 ('0%'%105647%6+10 4'. &4+2+44+)#6+10+056#..'& 6*417)*67$7.#456''.21565 6;2%7561//'6#.2.#06'4 56''.%#2(+65$#%- 18'4*#0)'4 žÄ žÄ  ž  574(#%'1(61251+. 2'4(14#6'& &4+22#04' /#07(#%674' ž Ä   ž Ä   8')'6#6+1001661 ':%''&ž 5176*9'562.#06'4(4106'.'8#6+10 žÄ ž  574(#%'1(61251+. 2'4(14#6'&&4+22#0 4'/#07(#%674' žÄžÄ 592.#06'4&+/'05+105 0146*9'562.#06'4(4106'.'8#6+10 žÄ ž  574(#%'1(61251+. 2'4(14#6'&&4+22#0 4'/#07(#%674' žÄ 092.#06'4&+/'05+105 0146*2.#06'4(4106'.'8#6+10 žÄ ž  574(#%'1(61251+. 2'4(14#6'&&4+22#0 4'/#07(#%674' žÄ 02.#06'4&+/'05+105  2 A-TYP. CUSTOM HANGING PLANTER 1"=1'-0" NOTE: 1. HANGING PLANTER ARE REMOVABLE 2. PLANTERS TO BE PLANTED WITH LOW GROWING PERENNIALS AND ANNUALS 03/13/2020 ALL OUTDOOR LIGHTING MUST COMPLY WITH THE CITY OF ASPEN LIGHTING CODE SECTION 26.575.150 05/26/2020