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Home My WebLink AboutFile Documents.675 S Alps Rd.0222.2018 (9).ARBK a) ,, O _ — U - a) z w psi; -ir Y i — - AV ° , c 0 w o i ° m ,. r;�., v. :` a,, smugler4' t _ ., ,, �, 14 . , , ,, - Ir..' �4 to i f �6 v. • lz. _ �; I�� L' r +� Aspen - , w '� is o . Ci _.�,5t... be.`., f e ,! —Jr..'��' Ate ' ;r. \.",`�,.4_ �4:� r 111 ' / t ,. - k, s :l N 14 aspen mountain s;'rlr . It g - 605+675 S Alps Road - • \ 0 , R � Aspen,CO � a•. CC co N O Q Lo a N " a Google Earth '' (n co 1000 ft context map N. Co landscape drawings sheet number sheet name L.COVER cover L.0.001 notes L1.01 demo+preservation plan L.1.02 site plan -kvd " S 'vk'� L.1.03 planting plan L.1.04 hydrozones plan . - L.4.01 planting enlargement �",��" � .0 , cy' i :'•—o�U n/ L.5.01 details c�;C�CC5�=t, c L.5.02 details ��'DSCP -T L.6.01 plant legend Drawn By:CPS Checked By:GT ISSUE&REVISION DATES 8040 GREENLINE REVIEW 05/10/2018 PRICING SET 05/18/2018 FENCE PERMIT 08/02/2018 Plot Date:08/02/18 Project#:293 LANDSCAPE COVER L.COVER RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT GENERAL LANDSCAPE NOTES GENERAL GRADING NOTES GENERAL SITE LIGHTING NOTES GENERAL DEMOLITION NOTES CU • ALL LIGHTING SHALL BE INSTALLED BY A LICENSED ELECTRICAN(S)IN CONFORMANCE WITH ALL • PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES a • THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE LANDSCAPE • THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING THE APPLICABLE REGULATORY CODES.THE CONTRACTOR AND/OR ELECTRICIAN SHALL OBTAIN ALL WITH ALL THE UTILITY COMPANIES SERVING THIS AREA.COPIES OF ALL DIG PERMITS SHALL BE 0 d PLANS,SPECIFICATIONS AND AS HEREIN SPECIFIED.THIS WORK SHALL INCLUDE,BUT IS NOT LIMITED TO,THE WORK. REQUIRED PERMITS PRIOR TO INSTALLATION. MADE AVAILABLE TO THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATING. CONTRACTOR TO o SUPPLYING OF ALL PLANT MATERIALS SPECIFIED,THE FURNISHING OF ALL LABOR,EQUIPMENT,WATER, COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF UNDERGROUND J ELECTRICITY,EQUIPMENT AND ALL MATERIALS CALLED FOR AND IN PERFORMING ALL OPERATIONS IN • THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL EARTHWORK AND SITE GRADING • THE CONTRACTOR AND/OR ELECTRICIAN SHALL PROVIDE SUBMITTALS AND/OR SHOP UTILITIES PRIOR TO EXCAVATION. }� - CONNECTION WITH THE LANDSCAPE INSTALLATION.FURTHER,THE WORK SHALL INCLUDE MAINTAINING OF ALL NECESSARY TO ACHIEVE THE FINISHED GRADES NOTED ON THE GRADING PLANS ACCORDING TO THE DRAWINGS OF ALL FIXTURES FOR APPROVAL PRIOR TO INSTALLATION PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER AND FULFILLING ALL GUARANTEE SPECIFICATIONS. • THE CONTRACTOR,PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION,DIGGING,BORING, L) A - PROVISIONS.THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELD • ALL LIGHTING SHALL BE PROVIDED AS IDENTIFIED ON THE DRAWINGS AND/OR IN THE PILE DRIVING,BLASTING,OR PLANTING,MUST FIRST OBTAIN AN EXCAVATION PERMIT THE /�� 'C./ - SUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND SUPERVISE THE WORK AT ALL TIMES • NUMEROUS UNDERGROUND UTILITIES,CONDUIT,SLEEVES,DRAINAGE PIPES,ETC.,HAVE BEEN SPECIFICATIONS.NO SUBSTITUTIONS IN MATERIALS OR MANUFACTURER SHALL BE PERMITTED CONTRACTOR SHALL COMPLY WITH FL 77 153 REGARDING NOTIFICATION OF EXISTING GAS AND OIL W THROUGH FINAL OWNER ACCEPTANCE. PREVIOUSLY INSTALLED OR SCHEDULED FOR FUTURE INSTALLATION BY OTHERS.CONTRACTOR WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER. PIPELINE COMPANY OWNERS AND SHALL NOTIFY"UNCLE"AT 1-800-432-4770 PRIOR TO EXCAVATION. k.7 p SHALL COORDINATE AND WORK CLOSELY WITH OTHER CONTRACTORS,TRADES,AND THE OWNER'S EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING.THE V - • ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES.THE REPRESENTATIVE TO AVOID DAMAGE TO THESE UNDERGROUND AND AT GRADE ELEMENTS.ANY • THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL SPECIFIED LIGHTING UNITS CONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER'S REPRESENTATIVE FOR ALL — < 22 CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS WORK. DAMAGES SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE. SHOWN ON THE PLAN AND OBTAIN THE OWNER'S WRITTEN APPROVAL PRIOR TO INSTALLATION. EXCAVATION PERMITS AND NOTIFICATION NECESSARY PRIOR TO INITIATING ALL WORK.SEE d _ PROJECT MANUAL AND SPECIFICATIONS FOR FURTHER INFORMATION. < u • ALL ON-SITE EXISTING CONDITIONS INCLUDING SURFACE AND SUBSURFACE UTILITIES,GRADES,DIMENSIONS • FINISHED GRADE IN PLANTING BED AREAS SHALL BE 1"TO 2"BELOW THE FINISHED ELEVATIONS • THE CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES PER THE MANUFACTURER'S O W o AND SOIL CONDITIONS SHALL BE VERIFIED BY THE LANDSCAPE CONTRACTOR BEFORE CONSTRUCTION SHOWN FOR ALL HARDSCAPE SURFACES(SEE DETAILS FOR VARYING CONDITIONS). RECOMMENDATIONS. • UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PLACE AS REQUIRED BY THE r ` Q BEGINS.THE LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL PLANS PREPARED BY OTHERS APPLICABLE UTILITY COMPANY AND LOCAL REQUIREMENTS.ANY CONDUITS THAT ARE LEFT IN V ' _s THAT AFFECT THE LANDSCAPE AND IRRIGATION WORK.ANY DISCREPANCIES SHALL BE BROUGHT TO THE • ALL UTILITIES,SLEEVES,MANHOLES,OUTFALL STRUCTURES,SWALES,AND OTHER STRUCTURES OR PLACE SHALL HAVE ENDS SECURELY CAPPED. ATTENTION OF THE LANDSCAPE ARCHITECT. 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 • THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS IS • EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES,EQUIPMENT,FURNISHINGS MATCH FINISHED GRADES SHOWN IN THE DRAWINGS. GENERAL SITE HARDSCAPE NOTES APPROXIMATE AND REFLECTS THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE AND EXISTING PLANTING AREAS TO REMAIN INCLUDING LAWN.THE CONTRACTOR IS RESPONSIBLE FOR ANY CONVENIENCE OF THE CONTRACTOR.THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY DAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE • ALL FILL REQUIRED SHALL BE CLEAN,WELL DRAINING SOIL.FILL SHALL BE CLEAN AND FREE OF ALL FOR ACCURACY.PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE EXECUTION OF THE CONTRACTOR'S WORK. MATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS(LARGER • THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT SITE PRIOR TO AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN THAN 2"DIA.),COMPACTED CLAY,ROAD BED OR SURFACING MATERIAL,MUCK,ROOTS,BRANCHES, BIDDING THE WORK.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND OR NOT ON THE PLANS. • THE CONTRACTOR SHALL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS.IT ETC. LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION. WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES,WHERE • THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND UTILITIES.ANY NECESSARY,WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS.THE LANDSCAPE CONTRACTOR • CONTOURS FOR BERMING SHALL BE SMOOTH,CONTINUOUS ARCS. SIDE SLOPES SHALL BE SMOOTH • REFER TO THE SITE LAYOUT DRAWINGS FOR LAYOUT GEOMETRY INFORMATION FOR ALL SITE DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S SHALL INSURE THAT THEIR WORK DOES NOT IMPACT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. AND EVEN IN TRANSITION AND VOID OF DEPRESSIONS AND SURFACE IRREGULARITIES.ALL BERMS ELEMENTS. REPRESENTATIVE. SHALL HAVE A MAXIMUM SIDE SLOPE OF FOUR FEET(4')HORIZONTAL TO ONE FOOT(1')VERTICAL(IE, • PRIOR TO PLANTING INSTALLATION,THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE 4 TO 1),UNLESS OTHERWISE NOTED. • THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUM • TEMPORARY CONSTRUCTION FENCE(S)SHALL BE STAKED FOR LOCATION BEFORE CONSTRUCTION. SPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO REVIEW AND PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES,IRRIGATION A WALK-THROUGH BY THE CONTRACTOR AND OWNER'S REPRESENTATIVE/ENGINEER SHALL BE MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST 2 WEEKS PRIOR TO PROCUREMENT AND • MAXIMUM SIDEWALK SLOPE SHALL BE 5%(1'IN 20')AND MEET ALL HANDICAP REQUIREMENTS. AND OTHER ELEMENTS AND COORDINATE WITH THE OWNER'S REPRESENTATIVE PRIOR TO CONDUCTED TO CONFIRM THE LOCATION. DELIVERY TO THE JOB SITE.REPRESENTATIVE OF THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES OF .MINIMUM SIDEWALK SLOPE SHALL BE 1%.MAXIMUM SIDEWALK CROSS SLOPE SHALL BE 2%PITCHED INITIATING OPERATIONS.DRAWINGS ARE PREPARED ACCORDING TO THE BEST INFORMATION SHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD VISITS. TOWARD DRAINAGE STRUCTURES. AVAILABLE AT THE TIME OF PREPARING THESE DOCUMENTS. • ALL GATES USED ON TEMPORARY CONSTRUCTION FENCING SHALL BE LOCKED WITH STANDARD LOCKS AND KEYS PROVIDED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE. • ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK AS • ALL PAVEMENT AND LANDSCAPE AREAS OF THE PROJECT SHALL POSITIVELY DRAIN TO DRAINAGE • ALL EXISTING SITE ROADS,PARKING LOTS,CURBS,UTILITIES,SEWERS AND OTHER ELEMENTS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN NATIONAL STRUCTURES INDICATED ON THE SITE GRADING AND CIVIL ENGINEERING PLANS. TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. • UTILITY CONSTRUCTION MAY BE REQUIRED IN AREAS OUTSIDE OF THE CONSTRUCTION FENCE OR STANDARDS INSTITUTE INC.ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES.ALL CONTAINER AND REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD WORK LIMIT LINE.THE CONTRACTOR SHALL SCHEDULE THIS WORK WITH THE OWNER'S BEFORE TREE CALIPER SIZES ARE MINIMUM.CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPE CONDITIONS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEGINNING.OPEN CUT,REPAIR AND RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER. PROVIDE OVERALL PLANT SIZE SPECIFIED. STABILIZATION BY OWNER-APPROVED MEANS. Q • THE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH • THE CONTRACTOR SHALL REMOVE ALL BASE AND PAVEMENT MATERIALS AND OTHER • ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE ARCHITECT • CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY FENCES,BARRICADES,AND SEDIMENT THE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE PROGRESS CONSTRUCTION DEBRIS FROM LANDSCAPE AREAS AND ISLANDS AND GRADE THESE AREAS IN PRIOR TO INSTALLATION.WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS, CONTROL DEVICES AS WELL AS MAINTAIN AND REPAIR ANY DAMAGE WHICH MAY IMPEDE THEIR OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK. PREPARATION FOR LANDSCAPE WORK. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LANDSCAPE EFFECTIVENESS AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. Q CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED • THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING • ALL EXCESS MATERIALS RESULTING FROM EXCAVATION FOR CONSTRUCTION OF THE PROJECT AND FOUND TO BE ACCEPTABLE.THE LANDSCAPE CONTRACTOR SHALL REMOVE REJECTED PLANTS AND • ANY LIMITS OF WORK ABUTTING JURISDICTIONAL BOUNDARIES OR EXISTING WATER BODIES SHALL CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE. MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. BE VERIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. CODES AND RECOGNIZED LOCAL PRACTICES. • ALL PRACTICAL AND NECESSARY EFFORTS SHALL BE TAKEN DURING CONSTRUCTION BY THE CI T • NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE • THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'S CONTRACTOR TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE CC Q T ARCHITECT.IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE,IDENTIFY THE EXTENT AND QUANTITY IN REPRESENTATIVE. DRAINS. 0 WRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR EXCEEDS THE INITIAL T REQUIREMENT. • ALL PAVEMENT JOINTS ARE TO BE PARALLEL,PERPENDICULAR OR TANGENT TO ADJACENT • THE CONTRACTOR SHALL CONTROL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING ♦A CC CO GENERAL SITE FURNISHINGS NOTES LINES UNLESS NOTED OTHERWISE.LAYOUT CURVILINEAR JOINTS AS INDICATED ON THE OR OTHER METHODS AS REQUIRED. v♦ N 0 • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED DRAWINGS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. a V AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. THE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS: Om• ALL PAVEMENT SHALL BE STAKED IN THE FIELD USING DIMENSIONS AND LAYOUT GEOMETRY J • THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE ARE • ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION, INDICATED ON THE SITE LAYOUT PLANS OR AS INSTRUCTED AND APPROVED BY THE OWNER'S J Q Z ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS AND METHODS,PROCEDURES AND MAINTENANCE. REPRESENTATIVE PRIOR TO CONSTRUCTION.ALIGNMENT MAY BE ADJUSTED TO W PLANTERS.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION,AND PROCUREMENT OF ACCOMMODATE EXISTING DRAIN INLETS,MANHOLES,OR OTHER SITE ELEMENTS UPON GENERAL SOIL AMENDMENT AND PREPARATION NOTES fn d EXISTING ON-SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT.REPRESENTATIVE SAMPLES SHALL BE • COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS INDICATING ALL DETAILS OF APPROVAL OF THE LANDSCAPE ARCHITECT. LO SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS.THE FINDINGS,TOGETHER WITH FABRICATION AND INSTALLATION INCLUDING SIZES,SHAPES,FINISHES,COLORS,THICKNESS, • TOPSOIL OF IRRIGATED GRASSES(INCLUDING TURF),SHRUBS,PERENNIALS,AND ANNUALS SHALL BECnii N RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER AND MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS. • THE CONTRACTOR SHALL PROVIDE SAMPLE POURS OF ALL PAVING FOR APPROVAL BY THE A SANDY LOAM TO A DEPTH OF AT LEAST 6 INCHES(6")CONTAINING AT (fl LANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB. OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION IN CONFORMANCE WITH THE LEAST 5 PERCENT(5%)ORGANIC MATTER BY VOLUME. SUBMIT COLOR SAMPLES FOR APPROVAL. SPECIFICATIONS.THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL JOINT SEALANTS AND • THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND • COLORS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. • TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET(3').BOTH TOPSOIL AND SUBSOIL LAYERS PLANTERS.VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TO • DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND LABELS INTACT IN CLEAN,DRY AND SHALL BE SANDY LOAM.THE TOP SOIL SHALL BE AT LEAST 6 INCHES(6")AND INSURE DRAINAGE. PROTECTED LOCATIONS. • THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL HAVE 5 PERCENT(5%)ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO MEASURES(SILT FENCE,ORANGE GEO FENCE AND/OR OTHER MEASURES)DURING THREE PERCENT(1-3%)ORGANIC MATTER BY WEIGHT. • ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPE • STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID DAMAGE. CONSTRUCTION.PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE ARCHITECT PRIOR TO PLANTING.THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATION IMPACTS TO THE(LAKE,GUEST AREAS,EXISTING PARKING LOTS,ETC.)ACCORDING TO ALL • A MINIMUM OF FOUR(4)CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE THOUSAND FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES.THE • ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING, APPLICABLE FEDERAUSTATE LAW AND LOCAL CODES. SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT BED OUTLINES AND INDIVIDUAL TREES AND SHIPPING,DELIVERY,UNPACKING,AND INSTALLING ACCORDING TO MANUFACTURER'S (5%)ORGANIC MATTER SPECIFICATION. OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY AND INSTALLATION OF THE PLANT SPECIFICATIONS AND AS DETAILED ON THE DRAWINGS. • SEE HARDSCAPE DETAILS FOR CONCRETE EXPANSION JOINTS AND CONTROL JOINTS. MATERIAL.IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAID OUT AS SHOWN,NOTIFY THE CONTROL AND EXPANSION JOINT MODULE WIDTH MAY VARY TO ACHIEVE THE LAYOUT • SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. LANDSCAPE ARCHITECT IMMEDIATELY. • THE CONTRACTOR SHALL VERIFY INSTALLATION PROCEDURE WITH THE OWNER'S DEPICTED ON THE PLANS.THE CONTRACTOR SHALL FIELD MEASURE AND IDENTIFY MODULAR REPRESENTATIVE PRIOR TO INSTALLING.THE CONTRACTOR SHALL COORDINATE WITH THE WIDTHS THAT ACHIEVE THE INTENT OF THE LAYOUT SHOWN ON THE PLAN. CONTRACTOR • AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES(6"). • ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. OWNER'S REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND SHALL BE SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE A REDLINED PLAN SHOWING ANY PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING.IF TREES ARE COMPLETELY RESPONSIBLE FOR SHIPPING,UNPACKING,REMOVING PACKAGING,DISREGARDING REQUIRED CHANGES IN JOINT LAYOUT PRIOR TO PLACEMENT.ALL CHANGES MUST BE • SITE SHALL BE GRADED TO WITHIN TWO TENTHS OF A FOOT(2/10THS)OF THE GRADING PLAN. LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS,MAINTAIN A MINIMUM 3'WIDE OFFSET TO ALLOW FOR PALLET AND PACKAGING MATERIALS,AND ALL HANDLING AFTER DELIVERY TO PLACE SITE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.EXPANSION MOWERS TO MANEUVER. FURNISHINGS IN LOCATIONS DESIGNATED ON THE PLANS. JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AT ALL INTERFACES. • 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 • THE PLANT QUANTITIES SHOWED ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE • ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE • SEE SITE GRADING PLANS AND CIVIL ENGINEERING DRAWINGS FOR PAVEMENT ELEVATIONS. GRAVEL 0.6 INCH(0.6")TO 1.25 INCHES(1.25")SHALL NOT EXCEED 5 PERCENT(5%)BY OF THE LANDSCAPE CONTRACTOR.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PRIOR TO BEING PLACED ON SITE. MATCH GRADES WITH EXISTING CONDITIONS.VERIFY THAT THE PAVEMENT SURFACES VOLUME.PARTICLES SUCH AS CONCRETE,BRICK,GLASS,METAL,WOOD OR PLASTIC GREATER THAN QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION BETWEEN EXISTING AND NEW ARE FLUSH AND DO NOT CREATE A TRIPPING HAZARD. ONE INCH(1")SHALL NOT BE ALLOWED.THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. • ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS, ONE INCH(1")SHALL NOT EXCEED 5 PERCENT(5%). CRACKS,CHIPS,STAINS AND SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON FINAL • THE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. Gc�TFjOh', • THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD.THE CONTRACTOR PLACEMENT AND APPROVAL. RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED OFF-SITE DAILY.ALL • SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH(3/4")DIAMETER IN SIZE.DRYLAND ��. �,es YF� SHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT MATERIALS,PRODUCTS AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS SEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH(2")DIAMETER IN SIZE. C QUANTITY TO PROVIDE FULL COVERAGE.ADDITIONAL SOD REQUIRED WILL BE ADJUSTED BASED ON A DIRECTED BY THE OWNER'S REPRESENTATIVE. rt-� SQUARE FOOTAGE UNIT PRICE.AREAS TO BE SODDED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE • STRIPPING AND STOCKPILING OF INDIGENOUS SOIL(TOPSOIL)SHALL BE REQUIRED DURING REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL DRAIN CONSTRUCTION(EXCEPT AS WAIVED BY THE CITY OF ASPEN).THE REPLACEMENT OF THIS SOIL,PLUS � '...:.u�_ INLETS,CATCH BASINS,YARD DRAINS AND MANHOLES INDICATED ON THE PLANS UNDER ADDITIONAL SOIL AMENDMENTS,ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT, �; •y ;^� • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS,SPACED AS SPECIFIED ON THE PLANT PREVIOUS CONSTRUCTION PACKAGES.WHERE POSSIBLE,DRAIN INLETS IN PAVEMENT ONGOING HEALTH,AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT. tD,•4I n J SHALL BE LOCATED AT THE INTERSECTION OF PAVEMENT JOINTS OR IN THE CENTER OF A �)-Y I---. 9�J, LIST.WHEN INSTALLING SHRUBS IN PLANTING BEDS,SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVER SPECIAL CONCRETE PAVEMENT INSTALLATION NOTES „`,:.. �'- QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF PAVEMENT FIELD DEFINED BY THE PAVEMENT JOINT PATTERN INDICATED ON THE DRAWINGS. • THE SOIL SHALL HAVE NO HERBICIDES,HEAVY METALS,BIOLOGICAL TOXINS OR HYDROCARBONS ') C1"COL-�CG.. SUCH SITUATIONS ARISE.SHRUB AND GROUNDCOVER SPACING IS GENERALLY INDICATED ON THE PLANT LIST THAT IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANTS. �Ar P FOR ALL'MASS PLANTINGS'.ACCENT SHRUBS AND TREES THAT ARE NOT PART OF MASS PLANTINGS SHALL BE • CONCRETE JOINTING SHALL BE AS INDICATED ON LAYOUT PLANS.THE JOINTING HAS BEEN O.Scp ,, SPACED AS SHOWN ON THE PLANS. INTRICATELY DESIGNED,AND THE UTMOST CARE IS TO BE TAKEN TO INSURE THAT THE INTEGRITY • REMOVING VEGETATION&AMENDING SOIL UNDER EXISTING TREES REQUIRES HAND GRUBBING NO OF THE DESIGN IS MAINTAINED THROUGHOUT THE INSTALLATION PROCESS. GENERAL SITE LAYOUT NOTES DEEPER THAN FOUR INCHES(4").ANY ADDITIONAL SOIL ABOVE EXISTING GRADE LIMITED TO A • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL MAXIMUM THREE INCHES(3"). INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL.WITH PLANTS OF EQUAL KIND, • NOTES IN THE ACCOMPANYING CONSTRUCTION DETAILS CONCERNING REINFORCEMENT,JOINT Drawn By:CPS Checked By:GT • CONTRACTOR SHALL FULLY FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER.NO CHAINS OR CABLES SHALL BE USED WHEN FILLER MATERIAL,SUBGRADE COMPACTION AND INSTALLATION OF AGGREGATE BASE ARE TO BE • BIDDING THE WORK. • STORMWATER MANAGEMENT PRACTICES MINIMIZE RUNOFF AND INCREASE INFILTRATION WHICH ISSUE&REVISION DATES INSTALLING PLANT MATERIALS.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS AND RIGIDLY ADHERED TO. RECHARGES GROUNDWATER&IMPROVES WATER QUALITY.IMPLEMENTING STORMWATER BEST TREES FROM FALLING OR BEING BLOWN OVER,AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO • MANAGEMENT PRACTICES INTO THE LANDSCAPE&GRADING DESIGN PLANS TO MINIMIZE RUNOFF& 8040 GREENLINE REVIEW 05/10/2018 • SUBGRADE COMPACTION SHALL TAKE PLACE UNDER DRY CONDITIONS.ANY SOFT OR MUDDY SEE SITE LAYOUT DRAWINGS FOR CONSTRUCTION LAYOUT GEOMETRY OF THE PROJECTS TO INCREASE ON-SITE RETENTION&INFILTRATION ARE ENCOURAGED. PRICING SET 05/18/2018 INADEQUATE GUYING OR STAKING,AT NO ADDITIONAL COST TO THE OWNER.THE CONTRACTOR SHALL SITE DEVELOPMENT ELEMENTS. REMOVE ALL STAKING MATERIALS THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE. AREAS ARE TO BE EXCAVATED AND REFILLED WITH DRY SOIL OF THE SAME TYPE. FENCE PERMIT 08/02/2018 • REFER TO HARDSCAPE PLANS AND DETAILS AS WELL AS THE STRUCTURAL DOCUMENTS FOR • ORGANIC MULCH SHALL BE APPLIED AT ONE(i)CUBIC YARD PER EIGHTY(80)SQUARE FEET AT A DEPTH OF • REINFORCEMENT(BARS,DOWELS AND/OR WIRE MESH)SHALL BE IN PLACE AND SECURED ALL ALL R TO PLACING CONCRETE.WIRE MESH IS TO ULTIMATELY BE SECURED AT A DEPTH OF 1/2 OF ADDITIONAL LAYOUT INFORMATION. FOUR(4)INCHES,AND AS APPROPRIATE TO EACH SPECIES.ORGANIC MULCH SHALL BE APPLIED TO THE SOIL THE THICKNESS OF THE CONCRETE POUR.ALL MEANS NECESSARY TO ACHIEVE THIS ARE TO BE SURFACE,NOT AGAINST THE PLANT STEM OR HIGH AGAINST THE BASE OF TRUNKS TO MINIMIZE UTILIZED BY THE INSTALLER. • CONTRACTOR SHALL COORDINATE AND VERIFY ALL POINTS OF BEGINNING AND DISEASE.ORGANIC MULCH MATERIAL INCLUDES BARK AND WOOD CHIPS.AVOID MULCH CONSISTING OFBENCHMARKS FOR THE SITE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING CONSTRUCTION DEBRIS SUCH AS PALLETS.INORGANIC MULCH INCLUDES ROCK,GRAVEL,OR PEBBLES.MULCH SLEEVES ARE TO BE IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE. LAYOUT OF SITE ELEMENTS.ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE SHALL HAVE A MINIMUM DEPTH OF TWO INCHES(2").ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE • ATTENTION OF THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. WATERING BY THE LANDSCAPE CONTRACTOR AS REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS Plot Date:08/02/18 Project1P293 FULLY OPERATIONAL AND UNTIL FINAL ACCEPTANCE BY OWNER. • ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. • UNLESS NOTED OTHERWISE,THE LIMITS OF CONSTRUCTION SHALL BE AS NOTED ON THE • • ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. CONCRETE SLUMP SHALL BE 3"MAX.AT TIME OF PLACEMENT. DRAWINGS. EXISTING TREES TO REMAIN,AS NOTED ON THE DRAWINGS,SHALL BE LEFT UNDISTURBED AND PROTECTED CONCRETE TO BE INSTALLED WHEN AIR TEMPERATURE IS BETWEEN 50°F AND 85°F.IF THE • CONTRACTOR SHALL USE THE DIMENSIONING AND STAKING LAYOUTS INDICATED ON THE • BY APPROPRIATE TREE PROTECTION FENCING ERECTED AT THE PERIMETER OF THE TREE DRIP LINE(S).NO TEMPERATURE IS PREDICTED TO EXCEED EITHER OF THESE LIMITS WITHIN 5 DAYS OF SITE LAYOUT PLANS TO LAYOUT ALL SITE ELEMENTS,PAVEMENT AND PAVEMENT PATTERNS, VEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE INSTALLATION,CONCRETE SHALL NOT BE INSTALLED AT THAT TIME. ETC.BRING ANY DISCREPANCIES,INCONSISTENCIES OR ERRORS TO THE ATTENTION OF THE PERMITTED WITHIN THE AREA OF THE TREE DRIPLINE(S).ANY EXISTING PLANT BEDS OR TREES DAMAGED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE. • ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN 8%ENTRAINED AIR • WHEREVER POSSIBLE,THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF THE • NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS,PUBLIC RIGHT OF WAY(WITHOUT ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318,ACI 318.1 AND ACI 301.CONCRETE PAVEMENT AND PAVEMENT PATTERN WITH THE LOCATION OF THE DRAIN INLETS AND OTHER • RIGHT OF WAY UTILIZATION PERMIT FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE TEST REPORTS SHALL BE MADE AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE JOB SITE.THIS AT GRADE UTILITY ELEMENTS. LANDSCAPE ARCHITECT PRIOR TO IN)STALLATION. IS MANDATORY. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE TRAFFIC CONTROL AND REMOVAL OF • CONTROL JOINTS ARE TO BE HAND-TOOLED,AND ALL JOINTING IS TO BE RIGIDLY STRAIGHT. ALL DEBRIS AND EXCAVATED BACKFILL OFF-SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER. LANDSCAPE • ALL DECIDUOUS TREES<2"IN CAL DO NOT NEED TO BE STAKED UNLESS THE DRAWINGS INFORM OTHERWISE. • CONCRETE INSTALLER IS RESPONSIBLE FOR THE PROPER CURING OF THE CONCRETE FOR THE NOTES SEVEN DAYS IMMEDIATELY AFTER INSTALLATION.THIS IS TO INCLUDE INSTALLATION OF • ALL BURLAP,ROPE AND WIRE IS TO BE REMOVED FROM ALL B&B STOCK PRIOR TO BACKFILLING.NO MOISTURE-RETAINING FABRIC,RE-WETTING OF THE FABRIC AS NEEDED.ON THE FINAL DAY OF THE EXCEPTIONS. HEREIN DESCRIBED CURING PROCESS A CURING COMPOUND IS TO BE APPLIED TO THE CONCRETE AFTER REMOVAL OF THE PROTECTIVE FABRIC. L.O.O O 1 • WRAP ALL DECIDUOUS TREE TRUNKS WITH TREE WRAP • WILDLIFE PROTECTION FENCING IS REQUIRED AROUND ALL TREES.PROVIDE 2"X2"WIRE MESH AROUND THE RECEIVED TRUNK OF ALL DECIDUOUS TREES AND AROUND THE DRIP LINE OF ALL SPRUCE TREES. '" • SEE LANDSCAPE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 07/03/2019 ASPEN BUILDING DEPARTMENT N ..\\ o`er / p : - - J .1, per' ems% v Z ;o: \ V / N. N U P IIHI\---..2,,,,_ , _„, __ " T '-. Of-'- -- -/-::--'','' Vr _ -4--- - __ __,„----, , 'o\\ 114.1-4e....._......k._.Ait �� jlV ��___ A�=` BUILDING ENVELOPE4.1f I -- ��\ \ - ,,,,,,,,, t-8.. _ ,__,--forook , .,..,17:.•' ' ' \ 0 II') p Atli . o p' o p o — o e' er—•r ' , 121 ...,,, \ \ ,,,,, \ _„„, di o / o ° ____T:L__' I , 0 o r , - \\ / \\' _._ P441 \ c:, „... o °❑ r. >,; \ „. ma_ / ;o v 5,.., ,, „ ; \ ,___., LOT 2 .\\\ cc, .1 a__------ „ ,, lii, ° o o EXISTING RESIDENCE j (q W j\\ ° 0 675 S ALPS ROAD I Q N • ° n ° Im Q I DEMO EXISTING STONE PAVER STEPS 0 S ALPS ROAD _ '`, AND REPLACE WITH LAWN STEPS THAT 605 ------------- \ `I FEATHER OUT TO EXISTING GRADE N. 111111 _ -\"-- /4.) \ ---__ ' 1 { //� O �'G s60F "g090 - � . SSEE N. r BUILDING ENVELOPE 0 \O� \,0 . THO/2 t -- - - ,---- -- ------ ( \)?-k ■ , of,,, os \ 4111114PA c�� - `. 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W I 675 S ALPS ROAD �;r -• .J�••� \ Ln d .�I•�� ,; �.••'s LOT 1 �� LO \ '''.uu`•�.II� 605 S ALPS ROAD \ N. *-1...)1 \ \ „-_.__ ' <51., • iii. I_ J'All r� N. ' 4.*In ..,,' • • v. kk A k_ ��. -'-_-Aier"- \-0 \�O gTNp :� BUILDING ENVELOPE \ y� .1- \13,k --ihk. I 0446eflA 111 \ .10 ril -`--..- fp,..".:,:::::..,,:_:,4)::,,,- \ 'c-->b: 1C<:,.-7-'c----:C%-lcf • \ l& - Aff , \ \ Drawn By:CPS Checked By:GT \ a • • =--- \ ISSUE&REVISION DATES ZONING SCHEDULE — tP1W---.1* _ 8040 GREENLINE REVIEW 05/10/2018 PRICING SET 05/18/2018 \ _ \ • 1 • -I \ FENCE PERMIT 08/02/2018 20' • SYMBOL NOTES • - PROPERTI.LINE N. MOM" ` — ! 'aiil� ZONE 1-PRAIRIE TURF _ _ _ ii.._��_:€€E MODERATE WATER USE e ` Plot Date:08/02/18 Project#293 ago\ MODERATE WATER LUSE \ i r Tifttli „le \ ZONE 3 SHRUBS ‘tm4"AISI' ®4, LOW WATER USE MIER �► ++++++++ HYDROZONE WATER BUDGET CALCULATION ` \ HYDROZONES +++ ZONE 4-TREES complete thehydre:onetableMreathhydrozone.Use as manyrowsasnecessarytoprovidethesquarefootageoflandscapeareperhydrosene. H-+++ Hydrp,pne \ PLAN \+,+,+ LOW WATER USE X dro:one Plant Water Use Plant Factor Irti don Method irrigator:Effiue Plant Water Need Y type(s) 6a W ncy Area ISp.Ft.) (gal/season) \ Example #DIV/01 I Zane 1-Prairie Turf M 0 65 Overhead 0.]5 2201 20130 `X 1 •O 4 ZONE 5-TREES zonez-Perennials M 0.65 Overhead 0.75 1194 10920 \ SCALE: 1°=10r li 2one3-Shrubs L 0.46 Drip 0.90 1279 3683 Ii MODERATE WATER USE 20en4-Tree O40 Odp 0.90 242 697 \ 0, 10, 20 RECEIVED Zones-Trees M 0.65 Drip 0.90 102 777 \ 07/03/2019 ASPEN BUILDING DEPARTMENT I I O /V ,..) r, Z nP NN QS �' �'� / // / I VP N N Ci ; -- N \ 7 / / \ %%% ID *$ $$b% : - Q ♦O ♦!♦! I— ' , / PL % —/" ,' � _� — _/ __ 7 1r1. i **\*it % > ---- / v ...• -- Alit,,,,ThilitLI.t♦♦g♦o ♦�♦♦♦♦♦♦!♦ D / ROPER —_— PROPERTY LINE w w s co • `� � w • • w �. ;°°p0 ,� *��►'�►♦♦ \j- ,/ t.or cc o "i•-, v ,- , c'. -- 1 p t pia. 0. 1 . 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DRAINAGE It"1111 = 111111111111111 =1..1 NMI NM III I. IIIII MI NMI MI ` \ \�\�\�\�\�\�\�\�\�\�\/ 95%COMPACTED SUBGRADE. 11.111111 - Il SECTION IMIL - a t _AIM NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACR RERS SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY.THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDEREDACCURATE. III 5. CONTRACTOR'S NOTE:FOR PRODUCT AND COMPANY INFORMATION VISIT wwwCADdetails.con/Info AND ENTER LI REFERENCE NUMBER 4934AcR. �_ STALOK FIBER 0 LI REINFORCEMENT FOR TURF PARKING,FIRE LANES,EVENTS 14 O2'-0" a T O m CC Cin 1.0 . ;Y va♦ a O SOD a Z W STALOK FIBER LAYER _ a N. N up a ti C0 STALOK LAWN 'STEPS' F2"width of all rail bars rlarger spaced rail bar toward the top of fence to maximize transparency 11 r 1/2"blackened steel rails �,-OP' "--�F"'''' 1 EXISTING SLOPED STONE 7 v i"� 3,3. 6 2"x 2"blackened steel posts RETAINING WALL / �-�ti=""_I��,�.��.�p. / / '=cc``T a 4_ // // / - / / / / / / ,/ •�A/Osc�� T— EXISTING GRADE t1 �� 31' �. . - EDGE TO EXISTING GRADE-BOULDERS TO // // / / �� // / / // // Drawn By:CPS Checked By:GT PROPOSED BOULDERS TRANSITION WALL _ V • • -_ d •- ,tr BE INSTALLED NO MORE THAN 30"ABOVE / / / / / / / / ISSUE&REVISION DATES s - - - OR BELOW EXISTING GRADE / / / / / / 8040 GREENLINE REVIEW 05/10/2018 ... - - w=.3 1/4 . \ // // / / // // / / PRICING SET 05/18/2018 3 , , 3"spaced bars to fence in smaller dogs \/ / // // //// // // //// / FENCE PERMIT 08/02/2018 /.0/ // / / // // / / footers to frost free / E / / / / / / z depth—36-42";by others �v / / // // / (landscape contractor) lj/( � \ H // // /////// // ///////// Plot Date:08/02/18 Project ti293 H if H if IIIII 1- III —II —II -II _ III 111 1111 1 I 1-1 v III III III— —III— 111— , 1I I 11 1=1 1 1 11 1 111 I ' DETAILS 0 METAL FENCE SITE WALL - BOULDER TRANSITION L'5'01 O D" RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT N O CUZ rev -- 1, N ve Q it"1111 EXISTING STONE RETAINING WALL PROPOSED STEPPED WALL;MATERIALS TO — T MATCH ADJACENT STEPPED STONE WALL - 43 z RE:CIVIL FOR g w ADJACENT GRADES 1Oa d /— ~2 LENGTH TO MATCH ADJACENT SITE WALL / i ____,A........„ 14 I I I I I I I I I I I I I / // / I I/ I I / /% // / / / / / ' II I I I I tom " ~' f VimL Tr--.. O—I I I 1 I I I I — I — I ' �I I I I I I I I I � i . a Ar CC o (12 —I I I I I I I I — I I CC CO - III 1 1 1 1 1 1 1 " ' a 0 II � � IIIIIII iilll� � � � II I IIIII - III J a w QN a I.0 co STEPPED WALLin co THIS SECTION OF FENCE IS AN OPERABLE MAN GATE W/SIMPLE LOCKING MECHANISM;GATE ACCESS FOR LAWN&YARD MAINTENANCE ONLY BLACKENED STEEL POSTS ��. 91.,O v � V THIS SECTION OF FENCE IS `'� '1�S NON-OPERABLE _� �r� %W 17' ��'l�.a� �lO,�. ``6Ic;',r� - cam BLACKENED STEEL FRAME ` Drawn By:CPS Checked By:GT 1/4"BLACKENED STEEL RAILS SPACED 1-1/2"O.C. ISSUE&REVISION DATES I 8 040 GREENLINE REVIEW 05/10/2018 PRICING SET 05/18/2018 FENCE PERMIT 08/02/2018 I I Plot Dale:08/02/18 Project#:293 inoramion I NNW ilIMMIIII T1� DETAILS METAL GATE L.5.02 RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT N (7 O +� OZ U - rev 1, N O W o UilCli it"1111 0 0 r CC a r o ♦^ CC OD 11 a O -IU J a z a N W a if) co Cin o a in EXISTING STONE RETAINING WALL #5 x24"DOWELS @ 24"O.C.DRILL&EPDXY / 5"INTO EXISTING CONCRETE WALL Co r3" �3" / Y 1'-6" / Y '7 PROPOSED STEPPED WALL;MATERIALS TO - N) LEA 1-1/p^- F v 3 MA(RETCH HADJACENT STEPPED STONE WALL CLEAR CLEAR =<1- RE:CIVIL FOR w m w ADJACENT GRADES =OQ H /---/ J I-2LENGTH TO MATCH ADJACENT SITE WALL / a I M #5 HORIZ.@ 16"O.C. ° 1 I �.�� $ v�� #5@16"O.C.EACH WAY@ 1 , - _ C _�C EXPOSED FACE 4' a - V 4a <� #5 VERT.@ 12 q - — ° y "a l a I - -.r,L CAF T 4 d a O a C REFER TO CIVIL PLANS 4 FOR ADJACENT GRADES Drawn By:CPS Checked By:GT #S DOWELS x54"@8"O.C. a IAND TOW ISSUE&REVISION DATES (@16"O.C.@SIM.) I -1 d W 8040 GREENLINE REVIEW 05/10/2018 4 d M PRICING SET 05/18/2018 FOUNDATION DRAIN Z) 1 1 1 1 a E cc F FENCE PERMIT 08/02J2018 W w O a 4 a A U a < 0i � �_ — li ° W ZI a �c a s a- d d a FOOTER TO FROST DEPTH k5@8"O.C.EACH WAY(#5 G m0 a a. a 4 4 °. @ 16"O.C.@ SIM.) x4p KEY a A Q 4 qq a a O d 'w a LJ a A - 4 Plot Dale:08/02/18 Project#:293 d K1 - rit c) ., SI P C. a ° . as o o a o o o a m J A A 4 a / 2'-0 / /—1'-6"�- IIU j d a A 4 Q - �n n 4 n t. A a_ 4 d. a I -1I IIII- III1II _�� DETAILS STEPPED WALL L TAILS ORECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT CONCEPT PLANT SCHEDULE cp PLANT SCHEDULE 2018-08-07 18:03 2018-08-07 18:03 ® 0 o _ TREES BOTANICAL NAME/COMMON NAME CONT HEIGHT QTY PI PERENNIAL PLANTINGS 1,194 sf Agastache x'Blue Fortune/Anise Hyssop 2,793 100%4"pot 8"oc (._) Allium aflatunense'Purple Sensation'/Ornamental Onion bulb • Abies concolor/White Fir B&B 12-15'H 1 Allium caeruleum/Blue Globe Allium bulb cu Z E. Allium x'Gladiator'/Giant Allium bulb V p r'4 Aquilegia caerulea/Rocky Mountain Columbine 4,965 100%4"pot 6"oc — w � • Picea pungens'Sester Dwarf/Sester Dwarf Blue Spruce 10 gal 3 Bouteloua gracilis'Blonde Ambition'/Blue Grama 1,788 100%4"pot 10"oc 0 w 2 °_ Consolida ajacis/Rocket Larkspur 2,793 100%4"pot 8"oc U o o Pinus mugo'Big Tuna'/Mountain Pine 15 gal 5 Eryngium alpinum'Blue Star'/Sea Holly 2,793 100%4"pot 8"oc Geranium x'Brookside/Hybrid Cranesbill 552 100%1 gal 18"oc Iris missouriensis/Western Blue Iris bulb it"1111 Pinus mugo'Tannenbaum'/Mugo Pine 15 gal 6 Linum perenne/Perennial Flax seed ° Penstemon mensarum/Tiger Beardtongue 4,965 100%4"pot 6"oc Penstemon strictus/Mancos Penstemon 1,788 100%4"pot 10"oc • Pinus nigra'Frank'/Columnar Austrian Pine 15 gal 5 Platycodon grandiflorus'Hakone Blue'/Balloon Flower 1,242 100%4"pot 12"oc Salvia azurea/Azure Sage 1,788 100%4"pot 10"oc °°°°°° Salvia reptans Autumn Sapphire TM/West Texas Grass Sage 4,965 100%4"pot 6"oc SHRUBS BOTANICAL NAME/COMMON NAME CONT QTY Salvia x superba/Perennial Sage 552 100%4"pot 18"oc Schizachyrium scoparium'Standing Ovation'/Little Bluestem Grass 1,788 100%1 gal 10"oc Achillea'Salmon Beauty'/Salmon Beauty yarrow 1 gal 17 Stachys byzantina'Big Ears'/Lamb's Ear 552 100%4"pot 18"oc Symphyotrichum novi-belgii/New York Aster 4,965 100%4"pot 6"oc illg Anemone canadensis/Meadow Anemone 1 gal 32 PRAIRIE TURF 2,202 sf 0 Creeping Red Fescue,Prairie Junegrass,Tufted Hairgrass, 0 Arctostaphylos x coloradoensis'Panchito'/Panchito Manzanita 2 gal 1 Sideoats Grama,Sheep Fescue O 100%- O I— CCQ '— Artemisia schmidtiana'Silver Mound'/Silver Mound Artemisia 1 gal 13 0 ♦^ CC co Va♦ (na O Asclepias speciosa/Showy Milkweed 1 gal 21 —I U J eS z �A\jl/1/4, ICE w • = Bouteloua curtipendula/Side Oats Grama Grass 1 gal 333 N 8,1 1Av' (O Q Chamaebatiaria millefolium/Fernbush 5 gal 9 In CD" No Diervilla lonicera/Bush honeysuckle 5 gal 12 (0 Iris x germanica/Bearded Iris 5 gal 21 40 Mirabilis multiflora/Colorado Four O'Clock 1 gal 4 Nepeta x faassenii'Walkers Low'/Walkers Low Catmint 1 gal 11 ��veT SHo 4/..s Penstemon linarioides coloradoensis/Blue Mat Penstemon 1 gal 20 ty:s,. Penstemon whippleanus/Whipple's Penstemon 1 gal 103 �% Pinus aristata'Little Scamp'/Little Scamp Bristlecone Pine 5 gal 19 Drawn By:CPS Checked By:GT ISSUE&RE VISION DATES Pinus mugo'Slowmound'/Mugo Pine 5 gal 3 8040 GREENLINE REVIEW OS/10/2018 PRICING SET 05/18/2018 FENCE PERMIT 08/02/2018 C7Pinus mugo'Sherwood Compact'/Sherwood Compact Mugo Pine 5 gal 17 Plot Date:08/02/18 Project#:293 PLANT LEGEND L.6.01 RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT A Add ©,� -- • -- � �� A•©A•� • PROpE ��.�� V • \ II IIP, — A •fie R�'LINE •4.j�► 1 ` A7 cu Z E. - Z —\ biz Aar :ill ill •°S. .��. ► LL' z IIHI�'dd v , �►,v N '�A•�d dam••°mod® , \ . \ d A dd�►• • -- % kit fri A ,.. • its A�®®®••A� d °e©Aim „ ��,,,< •, �I'�� ,©. Ids LOT 1A. lea • . ®+. .� kilibrWaIRP I. 0 ® lit4% •••• 4 Q •A•�i� d ra�,A�• A°• �� A•�isir, ° ••%r i } 0 ©d"••A1d �A• w4 A I w A�•d •••*Rib_ m Q T !©tea4rifA°e d•'�►► Cn cc �o Id =A®•Id ®v�• d�►w a •��►� Wtit*4„ •�•A•o J a Z AM ••A�®d e••A1 \ \\ N a Cn up att El 141k** a LO �it --41111111** dd° I• \ 4r� ,. i 'rr�A Cfl• litirli1/41,0011144� \ __� d Wj e t• � k) • o� • -�- '„k t - .. \ LOT 1 �- C�{�g7 Oh?v�� b c 1/4'iir-v4 .'.-,f;:`:v1F-f-il-.. 11"' '' : ' • • 4 KEY MAP --------_—_ - Drawn By:CPS Checked By:GT --- '' ` ISSUE&REVISION DATES \ 8040 GREENLINE REVIEW OS/10Y2018 \- --- ` _ PRICING SET OS/i6Y2018 FENCE PERMIT OB/02J2018 \-- —_—\ fI¢Ifi Plot Dale:08/02/18 Project#:293 _ KEY MAP \ ---- 466a.,."1: (4'' ' • .111112:4.. ---" - r'-------z--_---------- r. 7 ,, 4,0, \ � ¢, PLANTING PLAN L ENLARGEMENT B E \\ I I ' -�-� 1 �: I ' L.1 .05 / ! - J/I RECEIVED � '- - �\� 07/03/2019 ASPEN BUILDING DEPARTMENT CD Iv *A'A%101,AIPA: AVIA g i --.11: ,,„„,-----iirr imm --www -m„ ° ° v41**111**1 %,. 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CO G, \ I �= MAIFWW ivta4r 4wi,:warw„, whiff maw- —_- • / ��,g THOU v,`/ vI ,-YT WALL PLANTERS r.i.‘ V011.1 KEY MAP Drawn By:CPS Checked By:GT e \ G - \ �� . ,' :% \ ISSUE&REVISION DATES ! / '� 8040 GREENLINE REVIEW 05/10/2018 411* 0 ` �� \ PRICING SET 05/18/2018 _ / ' �� 0 ,-�'- FENCE PERMIT 08/02/2018 / -... -It il \ 41111, SillIk4111611111•04,,, D ---. 41, .6; ) \OVIA 077 4 k. o _ 6 ' �� \ Plot Date:08/02/18 Project#:293 \C5 KEY MAP FRONT DOOR ENTRY PLANTERS MOVABLE PLANT ' 1jT0I SCALE: 1"=2' L.1 .06 � z, 4 _L( RECEIVED �� 07/03/2019 ASPEN BUILDING DEPARTMENT a) O — U a) z w V i - - 4. '� —._ • _ I _ .....le t N a il fri- �„ t smu gler LiteIt' ffiq gilik ! )✓ =S , dE d i" �TalIr." ks is �� d¢ � �l, v i.. kr i. r1 _/ .'_� ty aj .. 1- 4 s• a . 1 3 Aspen `or `` • f>r4. v0. N �� :mot .C�^^ b.`. irn� t 4 - ;r 1 _ .% r s 71.:;,,-al\*7 iv, _- 47-'-,-"V" - '' .-- •'' -_, aspen mountain s,:mr r �,, �•. 1 _.. • T �y r O T 605+675 S A+ps Road ' "'*" ' e \ w CC co Aspen,CO ,. N O •v. .,r - mil. ,#a IZ V tr J Q Z LCILj N Google Earth .- '. 1 ' �r ls, � CO a loco ft context map LO 0 to landscape drawings sheet number) sheet name L.COVER cover L.0.001 notes L1.01 demo+preservation plan L.1.02 site plan �LN"- —5/v�`f L.1.03 planting plan L.1.04 hydrozones plan L.4.01 planting enlargement ,fll'i;r�ry ;. -1": Il, L.5.01 details '' r .,TU c L.6.01 plant legend C;^I,F= Drawn By:CPS Checked By:GT ISSUE&REVISION DATES 8040 GREENLINE REVIEW 05/10/2018 PRICING SET 05/18/2018 FENCE PERMIT 08/02/2018 Plot Date:08/02/18 Project#:293 LANDSCAPE COVER L.COVER RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT GENERAL LANDSCAPE NOTES GENERAL GRADING NOTES GENERAL SITE LIGHTING NOTES GENERAL DEMOLITION NOTES CU • ALL LIGHTING SHALL BE INSTALLED BY A LICENSED ELECTRICAN(S)IN CONFORMANCE WITH ALL • PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES a • THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE LANDSCAPE • THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING THE APPLICABLE REGULATORY CODES.THE CONTRACTOR AND/OR ELECTRICIAN SHALL OBTAIN ALL WITH ALL THE UTILITY COMPANIES SERVING THIS AREA.COPIES OF ALL DIG PERMITS SHALL BE 0 d PLANS,SPECIFICATIONS AND AS HEREIN SPECIFIED.THIS WORK SHALL INCLUDE,BUT IS NOT LIMITED TO,THE WORK. REQUIRED PERMITS PRIOR TO INSTALLATION. MADE AVAILABLE TO THE OWNER'S REPRESENTATIVE PRIOR TO EXCAVATING. CONTRACTOR TO o SUPPLYING OF ALL PLANT MATERIALS SPECIFIED,THE FURNISHING OF ALL LABOR,EQUIPMENT,WATER, COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF UNDERGROUND J ELECTRICITY,EQUIPMENT AND ALL MATERIALS CALLED FOR AND IN PERFORMING ALL OPERATIONS IN • THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL EARTHWORK AND SITE GRADING • THE CONTRACTOR AND/OR ELECTRICIAN SHALL PROVIDE SUBMITTALS AND/OR SHOP UTILITIES PRIOR TO EXCAVATION. }� - CONNECTION WITH THE LANDSCAPE INSTALLATION.FURTHER,THE WORK SHALL INCLUDE MAINTAINING OF ALL NECESSARY TO ACHIEVE THE FINISHED GRADES NOTED ON THE GRADING PLANS ACCORDING TO THE DRAWINGS OF ALL FIXTURES FOR APPROVAL PRIOR TO INSTALLATION PLANTS AND PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER AND FULFILLING ALL GUARANTEE SPECIFICATIONS. • THE CONTRACTOR,PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION,DIGGING,BORING, L) A - PROVISIONS.THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT MANAGER AND FIELD • ALL LIGHTING SHALL BE PROVIDED AS IDENTIFIED ON THE DRAWINGS AND/OR IN THE PILE DRIVING,BLASTING,OR PLANTING,MUST FIRST OBTAIN AN EXCAVATION PERMIT THE /�� 'C./ - SUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND SUPERVISE THE WORK AT ALL TIMES • NUMEROUS UNDERGROUND UTILITIES,CONDUIT,SLEEVES,DRAINAGE PIPES,ETC.,HAVE BEEN SPECIFICATIONS.NO SUBSTITUTIONS IN MATERIALS OR MANUFACTURER SHALL BE PERMITTED CONTRACTOR SHALL COMPLY WITH FL 77 153 REGARDING NOTIFICATION OF EXISTING GAS AND OIL W THROUGH FINAL OWNER ACCEPTANCE. PREVIOUSLY INSTALLED OR SCHEDULED FOR FUTURE INSTALLATION BY OTHERS.CONTRACTOR WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT AND OWNER. PIPELINE COMPANY OWNERS AND SHALL NOTIFY"UNCLE"AT 1-800-432-4770 PRIOR TO EXCAVATION. k.7 p SHALL COORDINATE AND WORK CLOSELY WITH OTHER CONTRACTORS,TRADES,AND THE OWNER'S EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING.THE V - • ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES.THE REPRESENTATIVE TO AVOID DAMAGE TO THESE UNDERGROUND AND AT GRADE ELEMENTS.ANY • THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL SPECIFIED LIGHTING UNITS CONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER'S REPRESENTATIVE FOR ALL — < 22 CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS WORK. DAMAGES SHALL BE REPORTED IMMEDIATELY TO THE OWNER'S REPRESENTATIVE. SHOWN ON THE PLAN AND OBTAIN THE OWNER'S WRITTEN APPROVAL PRIOR TO INSTALLATION. EXCAVATION PERMITS AND NOTIFICATION NECESSARY PRIOR TO INITIATING ALL WORK.SEE d _ PROJECT MANUAL AND SPECIFICATIONS FOR FURTHER INFORMATION. < u • ALL ON-SITE EXISTING CONDITIONS INCLUDING SURFACE AND SUBSURFACE UTILITIES,GRADES,DIMENSIONS • FINISHED GRADE IN PLANTING BED AREAS SHALL BE 1"TO 2"BELOW THE FINISHED ELEVATIONS • THE CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES PER THE MANUFACTURER'S O W o AND SOIL CONDITIONS SHALL BE VERIFIED BY THE LANDSCAPE CONTRACTOR BEFORE CONSTRUCTION SHOWN FOR ALL HARDSCAPE SURFACES(SEE DETAILS FOR VARYING CONDITIONS). RECOMMENDATIONS. • UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PLACE AS REQUIRED BY THE r ` Q BEGINS.THE LANDSCAPE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL PLANS PREPARED BY OTHERS APPLICABLE UTILITY COMPANY AND LOCAL REQUIREMENTS.ANY CONDUITS THAT ARE LEFT IN V ' _s THAT AFFECT THE LANDSCAPE AND IRRIGATION WORK.ANY DISCREPANCIES SHALL BE BROUGHT TO THE • ALL UTILITIES,SLEEVES,MANHOLES,OUTFALL STRUCTURES,SWALES,AND OTHER STRUCTURES OR PLACE SHALL HAVE ENDS SECURELY CAPPED. ATTENTION OF THE LANDSCAPE ARCHITECT. 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 • THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS IS • EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES,EQUIPMENT,FURNISHINGS MATCH FINISHED GRADES SHOWN IN THE DRAWINGS. GENERAL SITE HARDSCAPE NOTES APPROXIMATE AND REFLECTS THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THE AND EXISTING PLANTING AREAS TO REMAIN INCLUDING LAWN.THE CONTRACTOR IS RESPONSIBLE FOR ANY CONVENIENCE OF THE CONTRACTOR.THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY DAMAGE OR INJURY TO PERSON OR PROPERTY THAT MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE • ALL FILL REQUIRED SHALL BE CLEAN,WELL DRAINING SOIL.FILL SHALL BE CLEAN AND FREE OF ALL FOR ACCURACY.PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE EXECUTION OF THE CONTRACTOR'S WORK. MATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS(LARGER • THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT SITE PRIOR TO AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN THAN 2"DIA.),COMPACTED CLAY,ROAD BED OR SURFACING MATERIAL,MUCK,ROOTS,BRANCHES, BIDDING THE WORK.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND OR NOT ON THE PLANS. • THE CONTRACTOR SHALL INTERFACE WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS.IT ETC. LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION. WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES,WHERE • THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS AND UTILITIES.ANY NECESSARY,WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS.THE LANDSCAPE CONTRACTOR • CONTOURS FOR BERMING SHALL BE SMOOTH,CONTINUOUS ARCS. SIDE SLOPES SHALL BE SMOOTH • REFER TO THE SITE LAYOUT DRAWINGS FOR LAYOUT GEOMETRY INFORMATION FOR ALL SITE DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER'S SHALL INSURE THAT THEIR WORK DOES NOT IMPACT ESTABLISHED OR PROJECTED DRAINAGE PATTERNS. AND EVEN IN TRANSITION AND VOID OF DEPRESSIONS AND SURFACE IRREGULARITIES.ALL BERMS ELEMENTS. REPRESENTATIVE. SHALL HAVE A MAXIMUM SIDE SLOPE OF FOUR FEET(4')HORIZONTAL TO ONE FOOT(1')VERTICAL(IE, • PRIOR TO PLANTING INSTALLATION,THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE 4 TO 1),UNLESS OTHERWISE NOTED. • THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUM • TEMPORARY CONSTRUCTION FENCE(S)SHALL BE STAKED FOR LOCATION BEFORE CONSTRUCTION. SPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO REVIEW AND PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES,IRRIGATION A WALK-THROUGH BY THE CONTRACTOR AND OWNER'S REPRESENTATIVE/ENGINEER SHALL BE MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST 2 WEEKS PRIOR TO PROCUREMENT AND • MAXIMUM SIDEWALK SLOPE SHALL BE 5%(1'IN 20')AND MEET ALL HANDICAP REQUIREMENTS. AND OTHER ELEMENTS AND COORDINATE WITH THE OWNER'S REPRESENTATIVE PRIOR TO CONDUCTED TO CONFIRM THE LOCATION. DELIVERY TO THE JOB SITE.REPRESENTATIVE OF THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES OF .MINIMUM SIDEWALK SLOPE SHALL BE 1%.MAXIMUM SIDEWALK CROSS SLOPE SHALL BE 2%PITCHED INITIATING OPERATIONS.DRAWINGS ARE PREPARED ACCORDING TO THE BEST INFORMATION SHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD VISITS. TOWARD DRAINAGE STRUCTURES. AVAILABLE AT THE TIME OF PREPARING THESE DOCUMENTS. • ALL GATES USED ON TEMPORARY CONSTRUCTION FENCING SHALL BE LOCKED WITH STANDARD LOCKS AND KEYS PROVIDED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE. • ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK AS • ALL PAVEMENT AND LANDSCAPE AREAS OF THE PROJECT SHALL POSITIVELY DRAIN TO DRAINAGE • ALL EXISTING SITE ROADS,PARKING LOTS,CURBS,UTILITIES,SEWERS AND OTHER ELEMENTS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN NATIONAL STRUCTURES INDICATED ON THE SITE GRADING AND CIVIL ENGINEERING PLANS. TO REMAIN SHALL BE FULLY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. • UTILITY CONSTRUCTION MAY BE REQUIRED IN AREAS OUTSIDE OF THE CONSTRUCTION FENCE OR STANDARDS INSTITUTE INC.ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES.ALL CONTAINER AND REPORT ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD WORK LIMIT LINE.THE CONTRACTOR SHALL SCHEDULE THIS WORK WITH THE OWNER'S BEFORE TREE CALIPER SIZES ARE MINIMUM.CONTAINER OR CALIPER SIZE MAY BE INCREASED IF NECESSARY TO • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPE CONDITIONS TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEGINNING.OPEN CUT,REPAIR AND RESTORATION SHALL BE COMPLETED IN A TIMELY MANNER. PROVIDE OVERALL PLANT SIZE SPECIFIED. STABILIZATION BY OWNER-APPROVED MEANS. Q • THE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH • THE CONTRACTOR SHALL REMOVE ALL BASE AND PAVEMENT MATERIALS AND OTHER • ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE ARCHITECT • CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY FENCES,BARRICADES,AND SEDIMENT THE GENERAL CONSTRUCTION OF THE PROJECT IN ORDER NOT TO IMPEDE THE PROGRESS CONSTRUCTION DEBRIS FROM LANDSCAPE AREAS AND ISLANDS AND GRADE THESE AREAS IN PRIOR TO INSTALLATION.WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS, CONTROL DEVICES AS WELL AS MAINTAIN AND REPAIR ANY DAMAGE WHICH MAY IMPEDE THEIR OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK. PREPARATION FOR LANDSCAPE WORK. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE LANDSCAPE EFFECTIVENESS AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. Q CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED • THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING • ALL EXCESS MATERIALS RESULTING FROM EXCAVATION FOR CONSTRUCTION OF THE PROJECT AND FOUND TO BE ACCEPTABLE.THE LANDSCAPE CONTRACTOR SHALL REMOVE REJECTED PLANTS AND • ANY LIMITS OF WORK ABUTTING JURISDICTIONAL BOUNDARIES OR EXISTING WATER BODIES SHALL CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE. MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS. BE VERIFIED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE. CODES AND RECOGNIZED LOCAL PRACTICES. • ALL PRACTICAL AND NECESSARY EFFORTS SHALL BE TAKEN DURING CONSTRUCTION BY THE CI T • NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE • THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'S CONTRACTOR TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE CC Q T ARCHITECT.IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE,IDENTIFY THE EXTENT AND QUANTITY IN REPRESENTATIVE. DRAINS. 0 WRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR EXCEEDS THE INITIAL T REQUIREMENT. • ALL PAVEMENT JOINTS ARE TO BE PARALLEL,PERPENDICULAR OR TANGENT TO ADJACENT • THE CONTRACTOR SHALL CONTROL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING ♦A CC CO GENERAL SITE FURNISHINGS NOTES LINES UNLESS NOTED OTHERWISE.LAYOUT CURVILINEAR JOINTS AS INDICATED ON THE OR OTHER METHODS AS REQUIRED. v♦ N 0 • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS REQUIRED DRAWINGS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. a V AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS. THE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS: Om• ALL PAVEMENT SHALL BE STAKED IN THE FIELD USING DIMENSIONS AND LAYOUT GEOMETRY J • THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE ARE • ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION, INDICATED ON THE SITE LAYOUT PLANS OR AS INSTRUCTED AND APPROVED BY THE OWNER'S J Q Z ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS AND METHODS,PROCEDURES AND MAINTENANCE. REPRESENTATIVE PRIOR TO CONSTRUCTION.ALIGNMENT MAY BE ADJUSTED TO W PLANTERS.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION,AND PROCUREMENT OF ACCOMMODATE EXISTING DRAIN INLETS,MANHOLES,OR OTHER SITE ELEMENTS UPON GENERAL SOIL AMENDMENT AND PREPARATION NOTES U) d EXISTING ON-SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT.REPRESENTATIVE SAMPLES SHALL BE • COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS INDICATING ALL DETAILS OF APPROVAL OF THE LANDSCAPE ARCHITECT. LO SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR ANALYSIS.THE FINDINGS,TOGETHER WITH FABRICATION AND INSTALLATION INCLUDING SIZES,SHAPES,FINISHES,COLORS,THICKNESS, • TOPSOIL OF IRRIGATED GRASSES(INCLUDING TURF),SHRUBS,PERENNIALS,AND ANNUALS SHALL BE N RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE REVIEWED AND APPROVED BY THE OWNER AND MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS. • THE CONTRACTOR SHALL PROVIDE SAMPLE POURS OF ALL PAVING FOR APPROVAL BY THE A SANDY LOAM TO A DEPTH OF AT LEAST 6 INCHES(6")CONTAINING AT (fl .4LANDSCAPE ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB. OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION IN CONFORMANCE WITH THE LEAST 5 PERCENT(5%)ORGANIC MATTER BY VOLUME. • SUBMIT COLOR SAMPLES FOR APPROVAL. SPECIFICATIONS.THE CONTRACTOR SHALL SUBMIT SAMPLES OF ALL JOINT SEALANTS AND • THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND COLORS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. • TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET(3').BOTH TOPSOIL AND SUBSOIL LAYERS PLANTERS.VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE ACCOMPLISHED TO • DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND LABELS INTACT IN CLEAN,DRY AND SHALL BE SANDY LOAM.THE TOP SOIL SHALL BE AT LEAST 6 INCHES(6")AND ILO INSURE DRAINAGE. PROTECTED LOCATIONS. • THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL HAVE 5 PERCENT(5%)ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO O MEASURES(SILT FENCE,ORANGE GEO FENCE AND/OR OTHER MEASURES)DURING THREE PERCENT(1-3%)ORGANIC MATTER BY WEIGHT. • ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE LANDSCAPE • STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID DAMAGE. CONSTRUCTION.PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE ARCHITECT PRIOR TO PLANTING.THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES OR IRRIGATION IMPACTS TO THE(LAKE,GUEST AREAS,EXISTING PARKING LOTS,ETC.)ACCORDING TO ALL • A MINIMUM OF FOUR(4)CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE THOUSAND CO FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND INDIVIDUAL TREES.THE • ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING, APPLICABLE FEDERAUSTATE LAW AND LOCAL CODES. SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT BED OUTLINES AND INDIVIDUAL TREES AND SHIPPING,DELIVERY,UNPACKING,AND INSTALLING ACCORDING TO MANUFACTURER'S (5%)ORGANIC MATTER SPECIFICATION. OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY AND INSTALLATION OF THE PLANT SPECIFICATIONS AND AS DETAILED ON THE DRAWINGS. • SEE HARDSCAPE DETAILS FOR CONCRETE EXPANSION JOINTS AND CONTROL JOINTS. MATERIAL.IF EXISTING CONDITIONS DO NOT ALLOW THE DESIGN TO BE LAID OUT AS SHOWN,NOTIFY THE CONTROL AND EXPANSION JOINT MODULE WIDTH MAY VARY TO ACHIEVE THE LAYOUT • SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. LANDSCAPE ARCHITECT IMMEDIATELY. • THE CONTRACTOR SHALL VERIFY INSTALLATION PROCEDURE WITH THE OWNER'S DEPICTED ON THE PLANS.THE CONTRACTOR SHALL FIELD MEASURE AND IDENTIFY MODULAR REPRESENTATIVE PRIOR TO INSTALLING.THE CONTRACTOR SHALL COORDINATE WITH THE WIDTHS THAT ACHIEVE THE INTENT OF THE LAYOUT SHOWN ON THE PLAN. CONTRACTOR • AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES(6"). • ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING BEDS. OWNER'S REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND SHALL BE SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE A REDLINED PLAN SHOWING ANY PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING.IF TREES ARE COMPLETELY RESPONSIBLE FOR SHIPPING,UNPACKING,REMOVING PACKAGING,DISREGARDING REQUIRED CHANGES IN JOINT LAYOUT PRIOR TO PLACEMENT.ALL CHANGES MUST BE • SITE SHALL BE GRADED TO WITHIN TWO TENTHS OF A FOOT(2/10THS)OF THE GRADING PLAN. LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS,MAINTAIN A MINIMUM 3'WIDE OFFSET TO ALLOW FOR PALLET AND PACKAGING MATERIALS,AND ALL HANDLING AFTER DELIVERY TO PLACE SITE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE.EXPANSION MOWERS TO MANEUVER. FURNISHINGS IN LOCATIONS DESIGNATED ON THE PLANS. JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND AT ALL INTERFACES. • 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 • THE PLANT QUANTITIES SHOWED ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVENIENCE • ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER'S REPRESENTATIVE • SEE SITE GRADING PLANS AND CIVIL ENGINEERING DRAWINGS FOR PAVEMENT ELEVATIONS. GRAVEL 0.6 INCH(0.6")TO 1.25 INCHES(1.25")SHALL NOT EXCEED 5 PERCENT(5%)BY OF THE LANDSCAPE CONTRACTOR.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PRIOR TO BEING PLACED ON SITE. MATCH GRADES WITH EXISTING CONDITIONS.VERIFY THAT THE PAVEMENT SURFACES VOLUME.PARTICLES SUCH AS CONCRETE,BRICK,GLASS,METAL,WOOD OR PLASTIC GREATER THAN QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION BETWEEN EXISTING AND NEW ARE FLUSH AND DO NOT CREATE A TRIPPING HAZARD. ONE INCH(1")SHALL NOT BE ALLOWED.THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK. • ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS, ONE INCH(1")SHALL NOT EXCEED 5 PERCENT(5%). CRACKS,CHIPS,STAINS AND SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON FINAL • THE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. • THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD.THE CONTRACTOR PLACEMENT AND APPROVAL. RUBBISH AND DEBRIS SHALL BE COLLECTED AND DEPOSITED OFF-SITE DAILY.ALL • SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH(3/4")DIAMETER IN SIZE.DRYLAND .GS THO 11 SHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE PLAN IN SUFFICIENT MATERIALS,PRODUCTS AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS SEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH(2")DIAMETER IN SIZE. U,`l �J '' QUANTITY TO PROVIDE FULL COVERAGE.ADDITIONAL SOD REQUIRED WILL BE ADJUSTED BASED ON A DIRECTED BY THE OWNER'S REPRESENTATIVE. yam. SQUARE FOOTAGE UNIT PRICE.AREAS TO BE SODDED SHALL BE AMENDED PER SOILS REPORT TO PROVIDE • STRIPPING AND STOCKPILING OF INDIGENOUS SOIL(TOPSOIL)SHALL BE REQUIRED DURING —��j�y�&_. REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL DRAIN CONSTRUCTION(EXCEPT AS WAIVED BY THE CITY OF ASPEN).THE REPLACEMENT OF THIS SOIL,PLUS ��y• INLETS,CATCH BASINS,YARD DRAINS AND MANHOLES INDICATED ON THE PLANS UNDER ADDITIONAL SOIL AMENDMENTS,ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT, __ -�_+•I," � • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS,SPACED AS SPECIFIED ON THE PLANT PREVIOUS CONSTRUCTION PACKAGES.WHERE POSSIBLE,DRAIN INLETS IN PAVEMENT ONGOING HEALTH,AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT. «v,, J LIST.WHEN INSTALLING SHRUBS IN PLANTING BEDS,SPACING OF MATERIAL SHALL TAKE PRECEDENCE OVER SHALL BE LOCATED AT THE INTERSECTION OF PAVEMENT JOINTS OR IN THE CENTER OF A tot i'_,„" U�{u QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF SPECIAL CONCRETE PAVEMENT INSTALLATION NOTES PAVEMENT FIELD DEFINED BY THE PAVEMENT JOINT PATTERN INDICATED ON THE DRAWINGS. • THE SOIL SHALL HAVE NO HERBICIDES,HEAVY METALS,BIOLOGICAL TOXINS OR HYDROCARBONS i;'',,I'°Z.os:''�,`2"C_ THAT IMPACT PLANT GROWTH OR EXCEED THE EPA'S STANDARDS FOR SOIL CONTAMINANTS. to C;a-.2-G�SUCHALL SITUATIONSSS PLANTINGS'.ARISE.SHRUB AND H RUBS AND TREREES ESS THATG IS ARE NOT GENERALLY OFIN MASS PLANTINGSD ON THE PLANT LIST CONCRETE JOINTING SHALL BE AS INDICATED ON LAYOUT PLANS.THE JOINTING HAS BEEN T FOR ALL'MASS ACCENT SHRUBS AND TREES THAT NOT PART OF MASS SHALL BE • �'CSCAP% SPACED AS SHOWN ON THE PLANS. INTRICATELY DESIGNED,AND THE UTMOST CARE IS TO BE TAKEN TO INSURE THAT THE INTEGRITY • REMOVING VEGETATION&AMENDING SOIL UNDER EXISTING TREES REQUIRES HAND GRUBBING NO OF THE DESIGN IS MAINTAINED THROUGHOUT THE INSTALLATION PROCESS. GENERAL SITE LAYOUT NOTES DEEPER THAN FOUR INCHES(4").ANY ADDITIONAL SOIL ABOVE EXISTING GRADE LIMITED TO A • THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL MAXIMUM THREE INCHES(3"). INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL.WITH PLANTS OF EQUAL KIND, • NOTES IN THE ACCOMPANYING CONSTRUCTION DETAILS CONCERNING REINFORCEMENT,JOINT Drawn By:CPS Checked By:GT • CONTRACTOR SHALL FULLY FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER.NO CHAINS OR CABLES SHALL BE USED WHEN FILLER MATERIAL,SUBGRADE COMPACTION AND INSTALLATION OF AGGREGATE BASE ARE TO BE • BIDDING THE WORK. • STORMWATER MANAGEMENT PRACTICES MINIMIZE RUNOFF AND INCREASE INFILTRATION WHICH ISSUE&REVISION DATES INSTALLING PLANT MATERIALS.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS AND RIGIDLY ADHERED TO. RECHARGES GROUNDWATER&IMPROVES WATER QUALITY.IMPLEMENTING STORMWATER BEST TREES FROM FALLING OR BEING BLOWN OVER,AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO • MANAGEMENT PRACTICES INTO THE LANDSCAPE&GRADING DESIGN PLANS TO MINIMIZE RUNOFF& 8040 GREENLINE REVIEW 05/10/2018 • SUBGRADE COMPACTION SHALL TAKE PLACE UNDER DRY CONDITIONS.ANY SOFT OR MUDDY SEE SITE LAYOUT DRAWINGS FOR CONSTRUCTION LAYOUT GEOMETRY OF THE PROJECTS TO INCREASE ON-SITE RETENTION&INFILTRATION ARE ENCOURAGED. PRICING SET 05/18/2018 INADEQUATE GUYING OR STAKING,AT NO ADDITIONAL COST TO THE OWNER.THE CONTRACTOR SHALL SITE DEVELOPMENT ELEMENTS. REMOVE ALL STAKING MATERIALS THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE. AREAS ARE TO BE EXCAVATED AND REFILLED WITH DRY SOIL OF THE SAME TYPE. FENCE PERMIT 08/02/2018 • REFER TO HARDSCAPE PLANS AND DETAILS AS WELL AS THE STRUCTURAL DOCUMENTS FOR • ORGANIC MULCH SHALL BE APPLIED AT ONE(i)CUBIC YARD PER EIGHTY(80)SQUARE FEET AT A DEPTH OF • REINFORCEMENT(BARS,DOWELS AND/OR WIRE MESH)SHALL BE IN PLACE AND SECURED ALL ALL R TO PLACING CONCRETE.WIRE MESH IS TO ULTIMATELY BE SECURED AT A DEPTH OF 1/2 OF ADDITIONAL LAYOUT INFORMATION. FOUR(4)INCHES,AND AS APPROPRIATE TO EACH SPECIES.ORGANIC MULCH SHALL BE APPLIED TO THE SOIL THE THICKNESS OF THE CONCRETE POUR.ALL MEANS NECESSARY TO ACHIEVE THIS ARE TO BE SURFACE,NOT AGAINST THE PLANT STEM OR HIGH AGAINST THE BASE OF TRUNKS TO MINIMIZE UTILIZED BY THE INSTALLER. • CONTRACTOR SHALL COORDINATE AND VERIFY ALL POINTS OF BEGINNING AND DISEASE.ORGANIC MULCH MATERIAL INCLUDES BARK AND WOOD CHIPS.AVOID MULCH CONSISTING OFBENCHMARKS FOR THE SITE WITH THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING CONSTRUCTION DEBRIS SUCH AS PALLETS.INORGANIC MULCH INCLUDES ROCK,GRAVEL,OR PEBBLES.MULCH SLEEVES ARE TO BE IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE. LAYOUT OF SITE ELEMENTS.ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE SHALL HAVE A MINIMUM DEPTH OF TWO INCHES(2").ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE • ATTENTION OF THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. WATERING BY THE LANDSCAPE CONTRACTOR AS REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS Plot Date:08/02/18 Project e:293 FULLY OPERATIONAL AND UNTIL FINAL ACCEPTANCE BY OWNER. • ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. • UNLESS NOTED OTHERWISE,THE LIMITS OF CONSTRUCTION SHALL BE AS NOTED ON THE • • ALL EXISTING PLANT BEDS TO REMAIN WITHIN THE CONSTRUCTION LIMIT LINE SHALL BE LEFT UNDISTURBED. CONCRETE SLUMP SHALL BE 3"MAX.AT TIME OF PLACEMENT. DRAWINGS. EXISTING TREES TO REMAIN,AS NOTED ON THE DRAWINGS,SHALL BE LEFT UNDISTURBED AND PROTECTED CONCRETE TO BE INSTALLED WHEN AIR TEMPERATURE IS BETWEEN 50°F AND 85°F.IF THE • CONTRACTOR SHALL USE THE DIMENSIONING AND STAKING LAYOUTS INDICATED ON THE • BY APPROPRIATE TREE PROTECTION FENCING ERECTED AT THE PERIMETER OF THE TREE DRIP LINE(S).NO TEMPERATURE IS PREDICTED TO EXCEED EITHER OF THESE LIMITS WITHIN 5 DAYS OF SITE LAYOUT PLANS TO LAYOUT ALL SITE ELEMENTS,PAVEMENT AND PAVEMENT PATTERNS, VEHICLE SHALL TRAVERSE THIS AREA NOR SHALL ANY STORAGE OF MATERIALS OR EQUIPMENT BE INSTALLATION,CONCRETE SHALL NOT BE INSTALLED AT THAT TIME. ETC.BRING ANY DISCREPANCIES,INCONSISTENCIES OR ERRORS TO THE ATTENTION OF THE PERMITTED WITHIN THE AREA OF THE TREE DRIPLINE(S).ANY EXISTING PLANT BEDS OR TREES DAMAGED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. CONSTRUCTION ACTIVITY SHALL BE REPLACED BY THE RESPONSIBLE PARTY AT THEIR OWN EXPENSE. • ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN 8%ENTRAINED AIR • WHEREVER POSSIBLE,THE CONTRACTOR SHALL COORDINATE THE LAYOUT OF THE • NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS,PUBLIC RIGHT OF WAY(WITHOUT ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318,ACI 318.1 AND ACI 301.CONCRETE PAVEMENT AND PAVEMENT PATTERN WITH THE LOCATION OF THE DRAIN INLETS AND OTHER • RIGHT OF WAY UTILIZATION PERMIT FIELD ADJUST AS NECESSARY AND REVIEW ADJUSTMENTS WITH THE TEST REPORTS SHALL BE MADE AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE JOB SITE.THIS AT GRADE UTILITY ELEMENTS. LANDSCAPE ARCHITECT PRIOR TO IN)STALLATION. IS MANDATORY. • THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EFFECTIVE TRAFFIC CONTROL AND REMOVAL OF • CONTROL JOINTS ARE TO BE HAND-TOOLED,AND ALL JOINTING IS TO BE RIGIDLY STRAIGHT. ALL DEBRIS AND EXCAVATED BACKFILL OFF-SITE ON A DAILY BASIS AT NO ADDITIONAL COST TO THE OWNER. LANDSCAPE • ALL DECIDUOUS TREES<2"IN CAL DO NOT NEED TO BE STAKED UNLESS THE DRAWINGS INFORM OTHERWISE. • CONCRETE INSTALLER IS RESPONSIBLE FOR THE PROPER CURING OF THE CONCRETE FOR THE NOTES SEVEN DAYS IMMEDIATELY AFTER INSTALLATION.THIS IS TO INCLUDE INSTALLATION OF • ALL BURLAP,ROPE AND WIRE IS TO BE REMOVED FROM ALL B&B STOCK PRIOR TO BACKFILLING.NO MOISTURE-RETAINING FABRIC,RE-WETTING OF THE FABRIC AS NEEDED.ON THE FINAL DAY OF THE EXCEPTIONS. HEREIN DESCRIBED CURING PROCESS A CURING COMPOUND IS TO BE APPLIED TO THE CONCRETE AFTER REMOVAL OF THE PROTECTIVE FABRIC. L.O.O O 1 • WRAP ALL DECIDUOUS TREE TRUNKS WITH TREE WRAP C�► • WILDLIFE PROTECTION FENCING IS REQUIRED AROUND ALL TREES.PROVIDE 2"X2"WIRE MESH AROUND THE RECEIVED TRUNK OF ALL DECIDUOUS TREES AND AROUND THE DRIP LINE OF ALL SPRUCE TREES. • SEE LANDSCAPE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 07/03/2019 ASPEN BUILDING DEPARTMENT \ ., / ♦♦, \/ ' -- • .,----- 0 : „_., ri ,2,,,,\ o � \ V\ ,' . ---_ ' \ - �,, / REMOVE EXISTING \ r — d WOODEN FENCE \ 1� N Q , , ,„ \ \ ____,.7, \ -_„,. \ ‘‘,.... , P44i \ �— „\‘‘ 1P / p 74 , 1 -- �" ��Vd�V,{ 1t9 REMOVE EXISTING 5" mi �`p\® _ V I `.'N. SPRUCE AT /o 9'' • o ` 4 SING416 1 \_ MITIGATIONS r �-- ----- °UI ENVELOPE \ ----\ 'V - ' /- .w✓ v V v ° -=�,�a-�.. ♦ny, �,? M—•^-- _ �.. \ REMOVE ALL EXISTING \ o _ '.'�'� , ' 1 \ \ NON-CONFORMING �jI'��, ,�P°.--�.�°'0�° ° D o- —+ 1 Iv:\ _ FENCE OUTSIDE OF i" ,�� o ft.�C•. A. �C� PROPERTY LINE v O I \\ , '` °o ° $` o p\ ov - v ' •I j---- \ RELOCATE 4"CALIPER cc co ' v ° \.\, o ' -; Z / ---_--_.5.8 - PROPERTY RTHER IN TO //�j N O o vLLI- .,; ' REOCATED SPRUCE ; ;,s ,,, ,, _.,„_;:;::, o ° ° \o LOT 2 h z , / J J U /1\ a z ,, \ ` v ° v� O -^ °\ v EXISTING RESIDENCE �- ANY FENCE POSTS W/IN DRIP W \�\'1 v J ----_-- /- LINES TO BE COMPLETED BY N d D o \ _ 67rJ S ALPS ROAD L O T HAND&FOLLOW ANSI A300 Ln N D r/ m- / 1../ PART 8-ROOT MANAGEMENT O 1\ \ 605 S ALPS ROAD STANDARDS ♦ ) c0 � — V♦ 1 lin-10 I � r --. 3, PP' 1111 ,{ -_ REMOVE ALL __- - EXISTING MI FORMING NON-CON .1• O - -- A OUT E (.0 �� \ OUTSIDE gyp, V v .-:' __ -- -„ . , . -_ - _ \/\_‘\,---___ ,,, \\:\ \ �. I _- PRO . .-\\'‘ ', . • gv �/ °Ot 8087 4 \ _.„e C.2". ,..=-.., 'Ci- BU , \ , , \\ ,, ---- , --‘ ' ‘Ick' --. .4041t_:------, ILDING ENVELOPE - \ 2 ` ‘..r:,,:/:::':: '2;4?' -. - _40, , ___„ A / °zza -- • O<q c / _ __ -_-:--_-,,_ _,,i--\-- -,,, ,� - = TING PLAY SrrB _-_ Draw PS Checks T STRUCTURE --,-------. ‘4,141 ' X ,' \: i-------------' - - - — _ - _ - - - - ISSUE&REVISION DATES EXISTING TIMBER ,' ,. �� ,. \� \ `�-/ , _ 'Vj.._______- __ :� - 8040 GREENLINE REVIEW 05/10/2018 ' _ Zg _ -- '�/ - - P�S PRICING SET OS/i 6Y2018 , -� � ____ ___ ___ - ____ � _" ,- O FENCE PERMIT 08/02J2018 k --. ��`','.`�77: �' �� PROPERTY � THIS PEE EXISTING �� --------- ___ _ - LINE -� :`::��_ -', soINtEN -_ _ - Plot Date:08/02/18 Propel/293 -- \' ' - -- ' ' ' ' ' ' ' ' ' ' ' ----- ' r virak-ritelter -'' \\\\\0\,--__----';',--i- \ °FIa 'wet, 4 ___,- _ ,,\,‘‘,s‘- ,,,,, --- -- \ \\ '‘‘ \‘‘ ‘, ‘,''''\,', \,'\,N,'\',', „ i'l Oltript.4.1SOkrir-11_,:::11-1?,:\\‘‘‘‘‘\\s\s\s: _____,/,',,, ''‘' \'‘ ‘‘‘ \\\ \'' '''''' ''\''\'' '\'''' \'\ ' ', -7,-/ *101111-111rald ----- //,, \\\\\\\ --------7/// /,,, sFza__- ' ---__ -_ _ \\C-- ‹- 411,0----,__ _--- ,\ DEMOLITION _ - PRESERVATION ---' 'f -------------- PLAN L 01 ---- a RECEIVED stirs__ r - 07/03/2019 ASPEN BUILDING DEPARTMENT W 1\ 'll. ♦ / / J� J • / O Z � / PROPOSED METAL FENCE;\ a) Z y� V n. w , / iti_____ V V1 a ,, ,_ /_____ o= u k r CD LU i fl .. ../_, . ,. . . „ ,iiir._ ,,,/ ss‘ _, ____ aN oP , /_ ,.._.—_—_—_—__-_____------'-::--'0 ,_-_-_',„-_.____.__-_-_-,_-i., ,. _ ‘,._ .,,,„__,,A„k,..4...4.,,....„,....‘. V----'- „/ .. , _ _%__ _ _, 40., .., ____ _ 14�/-//-'-----‘---,-_-_-_-.____. 1 `\e \.....4 ,,„A„ IIHI _____ _ _ __---„.4_, —. , .---r,1:7_7-t---ti::,--- -Z,.-/- ''*‘,k- " ' '1 7.----=72 ---„— -- '_ — „ , , , ---„, '*" '- .1,ROW*1040 9 - h aa aa y� aa aa a a okv —- "4�_ *:- Attlee a aa -: a® 4a r , • � RE-AL IGN META L FENCE IN T HIS LOCATION;—IWITHIN THE PROPERTY LINEIL---'t--- : i ----.✓L1DING ENVELOPE_ ��_I �_ ILI� o /, i \ O. �• e � I, / Pk ili, oA ° . aa aaai Q� , a a a a , a � a a �aa o --. ,./ , cc r° , D �,=a� O aG Q, ,° / D ;la a a , , , '''',„ aa ' a ' a a -; - --- -oo a 0cn cc op Q� i. � e ° \ _ a , a , a s TALOCK @AWN'ST�PS'a� a s ' ' _ ______ /) O� , ° °° - - 'f-> a( 8 RELOCATED SPRUCE aatic_ ° D ". \\ o TREE i ° Q_� s s a s s a a ` s a a s a a '.. s /�� n \ v _ LOT 2\1 o -p _ Z—i JJ j Q n�\. v e LuZ li °cv + ° 0. ° o P ° \ EX6IS75TISNGA LRPESSRIDOEANDCE . _- J _ a P�Cw,LoR;YADIvGaaa a aa a a a 05,SRLPS' XD - a"LOT p\` o ' ° �J\ o ® \ o° � �; a ,"— — •=. --�-� _ a a l ai s a.. , _ a aa�a a a -a iiii, -- --- -- , El ,G---- = —,— ,, ��-��___ — TERMINATE EXISTING WALL WITH a a na 3 - -_-__ _\_ - \ v V_ _� A - _ NATIVE BOULDERS;BOULDERS a _ a a a a aa a a_6 - - � ` NO MORE THAN 30"ABOVE& aa � a a', ` = - _8090 BELOWMOST RESTRICTIVE , a a a- a a , a a_I - (Q \ __ = ER ER RA 1/L501 a -_ia- a a -)_ 3_ . a_ Ia_ 4 - -. 4411, (rT Q �1,�`1 , UILDING ENVELOPE I' a sa P_ I r Akr 4ftillW lit a a Il t ��y A � . _iirflt -- -- _- - Drawn :CPS Checked By: G T ISSUE&REVISION DATES- ' '' •_ I 8040 GREENLINEREVIEW OS/10Y20 PRICING SET 05/18/2018 18, _ FENCE PERMIT 08/0212018� _ _ _ -- ♦ PROPERTY LINE _ fir' ' ' 1_____ - _ y- -� '- -� ' _ - ' , I>' , .'— — — { ' __ - - Plol Dal 0 0 1 Pro 2 3_ — —__ _ �. ��, _ _ 11W) itt, , ,, ,„ , ---''''0 re*1110 ' .07 ',/-\, '\\\A\.\--_------;;;,-..11;1- ------------------ _o - ova- -_--,--, ,,\\\‘,_ _____ - I— FIBS �� - I, �,VpS��' , I I s — � ______---- --------- — SITE PLAN • �,'- RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT ---ii\-'1'\\\'\\''22,', 'L''''':::221,:// rQ QUO 0 . �� / w\-\\:\,_ \\ �.fl V�� " it i N u i ', :v j 3-.., O w z IIHI v j-k 114,41:44:;144 � Y . Ode \ aailk:iiiiiii�iii``a�i�i�iOiN•ii .vil VA tige, 640, _-_ �i�iJ�iiiiiiiiiiiiigi�hipi ii oo �.," 1�1� iY `' � / - - - ,n , �, �A•i��qi�AA,AA�iiA``0ii0ii�� i(R�t ® REPLACE EXISTING LAWN WITH WILDFLOWER MIX \ i �� ® 3_i ' , , °i�.0`i��r.i0i,C�iii ii� i._ LD° 3 , �i` ii Q i1 `y SHRU69 AND EVERGREEN TREES ,�Opii`�i`�i`�i`��piitii�� .. , `'Eii�" / „'" - DING ENVELOPE_ _ , , , ' i, "4,04,iii i CAi ii�i UPDATE EXISTING IRRIGATION SYSTEM i iY/ .. / b� L_ —BOIL �� ♦i i♦iiii i i a i+ AND REPLACE LAWN / J;iiiiiiiiiii,,), ° 30iiiiii00i i6i00�'p 770.4:1::•,::;:st‘...,:s.,..c.--...74:::Fit7ti iiii �� iiiiii ° oo n o ,r - i , , , , ��ii `'�./ ° o `�\ %� ii♦ iii�ii `'/ o o ` <° — -^ — iii� �iiii_m _ i14 CC / _p' �/ v o ° o o �D �;,,�� !. r ,i'��.i�ii�ijijii�G \ Q .1./ 1 ,:.: , .-- \ - --. 0 1— „/' lam , , , , , , -,-__,_,__„, ,_ , , ., , , , , ,---„, , lo 1414 At% '''P , 4,/ o o _e_ °_off_\ p 3 ii �Q % j\ Q tO i O 1_ ,.\ , , , /g, v Lu , , , , ' , ' , ' , ' , , iiie F31 CC aTo r Z ,, , LOT 2 ------- 2_,____o__, , o, , o, ,s8dsi ,3Akr <2 a a O cc, , ____, 0 r\�� - ° v. o P° EXISTING RESIDENCE h-„, ,, , If , -,%", ' \,,, , , i '- _ ' ��r r REPLACE EXISTING LAWN WITH WILDFLOWER (I� WO675 S ALPS ROAD , , -, ' i , , , a// MIX,SHRUBS AND EVERGREEN TREES a . a0li ° n ° - L At, 0 iiii`t Qt 3 _ ,, iii iiii� . o ® S L O ,;,., :.. ,600 A PS R AD. r ® 4 (0 --� 1 dwpooa ► tpq 3 3 ----- TERMINATE EXISTING WALL WITH NATIVE ' , ' , \-- s'••••• ' ''''• , �: Y G/� \ 'tw S11' o BOULDERS AND INTEGRATED PLANTING i, , , ' , 3 , = \ o i 8 ,_ . 1 _ , oo ® _`";` o,_ ,_ 0 . ....., _\___ . , ,:: • ,. or \`_ __ ,, \ ., , .......z, , •,....,, .. � €`4 — Gii`i,pipi`�i��ii A _ %` , , , ,iiii°ii0� �; i�ciiia \ss,\‘‘‘ :1. + _ -- ` , X-- �' i . .„,--.11k -sot BUILDING ENVELOPE \O� t� `m � '�� t�i�iC�i��0i00ii A'� S t 40Y 4 �' , , • , Aiiiiiiii VIt i l - i ',y`P ••-17.w--nr-9 rr- -,:. --- - a , ---- .kv \ `iiii,`iiiiiiiiiiii♦ i,, "7 d�ei n,l3 `- ,`-_ -- - ---------------____ - __--_--_--- ___________- `m A�iiiipiiiiiiiii s i� a.y.?UC % - c -`__ `` __, , , ,,,,,A tiiiiilAttOok cap'C:CGS�_.-S ' ---- --- ---- -- --- - --- - `'', - -_ - _ -_ , �i% st a --� � Draw y T , PS Checks r . r dB:G X' _ _>'------ --------- _---- — '-'___ - •, - ISSUE&REVISION DATES _ ,' ,,' /, .' �.\.\ `` ` ,i - __ �t rn 8040 GREENLINE REVIEW 05/10/2018 r 0 -_ -- tir FENCE PERMIT 08/02J2018 Z .' 111111* r� _ '� PRICING SET OS/i 6Y2018 _ _ r r $ZI PRO PERTY NOTES - -'-- --------------- '------_----------_ _- 0,'' / �I,, Plot Dale:08/02/18 Project#:293 - REFER TO SHEET L.0.001 FOR WATER EFFICIENT $' LANDSCAPING STANDARDS CRITERIA FOR SOIL ___________________ %Pk _,_, AMENDMENT,PREPARATION&INSPECTION,AND MULCHING. . �9i► lssi i 6 ' I HAVE COMPLIED WITH THE CRITERIA OF THE — tittrw"la ---------------- _ _,,,,/,,,//: WATER EFFICIENT LANDSCAPING STANDARDS AND ' ---- It i��f APPLIED THEM ACCORDINGLY FOR THE EFFICIENT ‘,• ___ -_ USE OF WATER IN THE LANDSCAPE DESIGN. ING _ -- il, PLAN 08/10/2018 - oyr8 -----` , - ---- -- GYLES THORNELY;LANDSCAPE ARCHITECT - ,- --- -- _ _ _ _ 0 /03/ 019 ''' � ' RECEIVED 20'l � z ASPEN BUILDING DEPARTMENT , / _,, _,-- , / or -Oplw 4 - ,, s, - ,,,.. ___ , _8410 (, \, \\ ,% ° \ Altylmk"-.,tritollifr talso --44 _____ _. N 1 ets.‘,0, .40,-Akipolik --- rola, ,1,,, iv.. , ‘ 4,41., i ..,.. �pIIHI , 4 A,„,„„p.,,,, ®t ilbodik4",Nro,pr- \ i.,,, \ , N Ali a 0 Ask. N w •,Vplrdgrdffik ° 0 �' , \ 0 ♦ T1 ♦.RA m. ‘14 LOT 2 i LOT 1 � `:♦�:U ° k ! r �,� Ai rikNI ti * . ili, .001110/ . ,41A....k.te.t• t lllit my , al ci Itk 4 1 , , . 4 % ' , ‘Sv %%4, CC 73 otot. ,t,S* k v ,%.,. . %, ____ ,N , , __:_.% \ % „ . ... Lu , , , , % % % ll ♦♦ �� ♦ ♦ ♦ ♦ ,t- 0 r v I ♦^-� Ui— —I Li, A ♦ d% ♦> ♦ Ni` Cnz a co ct _, irk in LO \s \ , ' , -''-, ' , , , ', , ', , ', ', , ', :- , ' , ', A‘ , ‘ ir4e -o L� • ��♦♦ �. V 1_ mow :__A7:4, - 0. yr .0.._ .. **.1711k- I - -.:-,--, ci"' NS KEY MAP ♦� — *i%%%.A e -e— ,„.4, — ♦� Drawn By:CPS Checked By:GT —, ♦� - ISSUE&REVISION DATES 2-__ � � _-_ 8040 GREENLINE REVIEW OS/10Y2018 • �_`_ 3 -- ♦♦�♦ PRICING SET 05/18/2018 . _ `: FENCE PERMIT 08/02/2018 e ,a 11% A , , '�\\� , , , ` ♦♦♦ ♦ ‘♦* Plot Date:08/02/18 Project#:293 ...„, i , , , ,_,_ __,__ KEY MAP 4 -- t ® ♦♦ , ' —1 -rili ' ' ' , /C..%. . ♦� ♦♦;♦ ♦; PLANTING PLAN . WitA`�►♦�►`�►♦♦ � ENLARGEMENT L L \ -_ ♦o ♦off '=4' L.4.01 . ♦ 0 ♦♦♦0*4 ,. ' , RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT / A W, PROP/ O z - \��\ / \\ s •c(V/ ---' ..•''''' \ ,- 1. •4000 \ 0 '44006 ,_,, . %� ° 1•�4101, 4,40tedttottioi -4 IL, •,, --i - 4gt&s ,10014/"1.4% \ _ '- I�gs __ __ -,-- -- - voillt ,11‘.. AC.'I I ''-•'-'° -'• , •''• 7 11r1�II4• III• �� III�•I•SIII•�I�� r�•�I Iii�I r�1, • • .fI�..11 Ii ,- �,IIv.�I• �L�,, ••'r�,r,I III• r r� r•1 I �r� r1i •1 ,„*. _BUILDING ENVELOPE VittATWAIM47•10f47,14.-Cpt/e14041/Mar•OMPM/4"i A%4 �i ►�� VI�14I�, II�, zw < SI► •1tmlj . . O - el o/ 10, *,ri� r�1•Irn ♦�cc ‹ r C ��.�o••�.�I •OO�III cs, _1 .. LOT 2 •4I!1t1I7� 0. � o 1 , . EXISTING RESIDENCE A �;I�Iy' fn W I ., 675 S ALPS ROAD „_4.41,4 A, \ Q d • LOT 1 '�•�•pl�� 605 S ALPS ROAD I\ \ um) OIy',0: N. „., r. D G/‹ice 411, NIIIiII \ ..... \-0 ... ..... 41 ... ..... ... i co BUILDING ENVELOPE \-o ___141( A 4 . „, 4% I 'WA, \ Atv ` Zm 1 /+ \ \ \ \ �1I \AI 114 I I W----1 -..‘"I \ \ ` Drawn By:CPS Checked By:GT \ Arai& me \ ISSUE&REVISION DATES ZONING SCHEDULE ` \ _ 8040 GREENLINE REVIEW OS 10/2018 \\` 114 . ,♦- PRICING SET 05/18/2018 2018-08-0718:25 0 \ FENCE PERMIT 08022018 PROP _T \ BUILDING PERMIT REV 06/26/2019 SYMBOL NOTES ACRES `` ER LINE — �.�` il_9II'5Iri1 ft04 ' _ ♦ — _ ZONE 1-PRAIRIE TURF 0.05 \ � _ LI.._:::_IIIE MODERATE WATER USE ► -\II ` ` Plot Date:06/26/19 Project#:293 W. ZONE 2-PERENNIALS 0.03 \ ti ,'_ w ir \'., a MODERATE WATER USE HYDROZONE WATER BUDGET CALCULATION Complete the hydrozone table for each hydrozone.Use as many rows as necessary to provide the square footage of landscape are per hydrozone. �1j4. y Hy ro one Type(s) Irrigation ea oEfficiency rnir N droxone plant Water Need ®y;I d z Plant Water Use T Plant Factor I ation Method Ini d n Area ZONE 3-SHRUBS 0.03 (Sq.Ft.) (gal/season) Wit �. LOW WATER USE Example #Div/Ol �a 0 Zone 1-Prairie Turf M 0.65 Overhead 0.75 2201 20130 Zone 2-Perennials M 0.65 Overhead 0.75 1194 10920 Zone 3-Shrubs L 0.40 Drip 0.90 1279 3683 HYDROZONES +++++++ Zone 4-Trees L 0.40 Drip 0.90 242 697 + ZONE 4-TREES 0.01 zones-Trees M 0.65 Drip 0.90 102 777 ++++++-i LOW WATER USE PLAN TOTAL 5018 35429 �t AVERAGE IRRIGATION WATER NEED-ALL ZONES'-In gallons/sq.ft./season 7.1 A EMI •The average must be less than the Met/mum Applied Water Budget of7.5gallons/sq..t./easan. SCALE: 1"=10' L.1 . 4 III ZONE 5-TREES 0.00 Total area of irrigated public dell!-of-way: 0 Sq.Ft. I� @II IIIIIII' MODERATE WATER USE Total area of non-irdptedlandscape: 42335 Sq.Ft. . I D 10' 20' N 0 r./j/j j/r/7 ,///7/r/, TURF U 10-INCHES OF ROOT ZONE WITH N d STALOK®FIBER.ROTS-TILL STALOK®FIBER INTO CD Lu • _ _ E -.,.I �1.,.or'Er, 3"LAYER OF GRAVEL FOR 1111111111.1 Milij MU L•,. .�., '. DRAINAGE It"1111 r\i\i\i\i\i\i\i\i\i\i\i\i�i ` / 95%COMPACTED SUBGRADE. III � \ - 1111 MIr�`ire`ire`ire`ire`ire`ir�`ir�`r�`ir�`ir�`ir�`ir - SECTION - t _AIM NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY.THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. I1 1 5. CONTRACTOR'S NOTE:FOR PRODUCT AND COMPANY INFORMATION VISIT wwwCADdetails.con/Info AND ENTER LI REFERENCE NUMBER 4934AcR. �_ STALOK FIBER 0 LI REINFORCEMENT FOR TURF PARKING,FIRE LANES,EVENTS 2'-0" O a T O ♦^ CO . ;� va♦ WC: O SOD a Z W STALOK FIBER LAYER _ a LO N o a O C0 STALOK LAWN 'STEPS' F2"width of all rail bars rlarger spaced rail bar toward the top of fence to maximize transparency 11 r 1/2"blackened steel rails G{v-s7HO ,v,6, 1 EXISTING SLOPED STONE � P 6 2"x 2"blackened steel posts RETAINING WALL /. / i r_iv n�^ / ,'iAI" '�L4' a 3 3 4 // //// r / / / ��+VD ��:' .. 1 EXISTING GRADE �CCL e I— / /////// // /////// // / / / / / / / / Drawn By:CPS Checked By:GT PROPOSED BOULDERS TRANSITION WALL .� 3' �. , . . EDGE TO EXISTING GRADE-BOULDERS TO / / / / / / / / V • • —_ d - rtr oi.� - BE INSTALLED NO MORE THAN 30"ABOVE / / / / / / / / / ISSUE&REVISION DATES f.s - - - ` OR BELOW EXISTING GRADE / / / / / / / 8040 GREENLINE REVIEW 05/10/2018 .. - - w=.3 1/4 . \ // // / / // // / / PRICING SET 05/18/2018 3 , , 3"spaced bars to fence in smaller dogs \/ / // // //// // // //// / FENCE PERMIT OB/02/2018 /.0/ // / / // // / / footers to frost free / E / / / / / / z depth-36-42";by others �V / / // // / (landscape contractor) lj/( / \ H // // /////// // ///////// Plot Date:08/02/18 Project R293 / / / / H if H if IIIII 1- III _—II —II —I I III IIII1 1 1- 1 III III III- -III- 111- , , I I 1 1 1=1 1 11=11 = 11=1 1 ' DETAILS © METAL FENCE SITE WALL - BOULDER TRANSITION L'5'01 O D" RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT a) PLANT SCHEDULE 0 TREES BOTANICAL NAME/COMMON NAME CONT HEIGHT QTY -1--+ L) • Abies concolor/White Fir B&B 12-15'H 1 Z E V -- • Picea pungens'Colorado Green'/Blue Spruce B&B 18'-20'H X 7'-8'W 2 N 6 °_ OWo („) o ; Picea pungens'Hoopsii'/Hoopsi Blue Spruce B&B :::.: 2It"1111 Pseudotsuga menziesii/Douglas Fir B&B X T-8'W 5 SHRUBS BOTANICAL NAME/COMMON NAME CONT QTY Asclepias speciosa/Showy Milkweed 1 gal 53 Chamaebatiaria millefolium/Fernbush 5 gal 35 Nepeta x'Six Hills Giant'/Six Hills Catmint 5 gal 26 Q Q ' fi j Nepeta x faassenii'Walkers Low'/Walkers Low Catmint 1 gal 49 O Q T CCQ T •°x Penstemon whippleanus/Whipple's Penstemon 1 gal 83 ♦^ CC 00 Perovskia atriplicifolia'Lacey Blue'/Russian Sage 5 gal 21 .1Q Z 14 N W a Pinus aristata'Little Scamp'/Little Scamp Bristlecone Pine 5 gal 21 C Cl) Cr) (o a L!) 0 CO CONCEPT PLANT SCHEDULE PERENNIAL PLANTINGS 1,829 sf Agastache x'Blue Fortune'/Anise Hyssop 4,278 100%4"pot 8"oc Allium aflatunense'Purple Sensation'/Ornamental Onion bulb Allium caeruleum/Blue Globe Allium bulb Allium x'Gladiator'/Giant Allium bulb Aquilegia caerulea/Rocky Mountain Columbine 7,605 100%4"pot 6"oc/° on�STHY Bouteloua gracilis'Blonde Ambition'/Blue Grama 2,738 100 4"pot 10"oc G-t L5 ,t, Consolida ajacis/Rocket Larkspur 4,278 100%4"pot 8"oc Eryngium alpinum'Blue Star'/Sea Holly 4,278 100%4"pot 8"oc Geranium x'Brookside'/Hybrid Cranesbill 845 100%1 gal 18"oc �.�sw�� Iris missouriensis/Western Blue Iris bulb c s`','i --`-_,,, c, Linum perenne/Perennial Flax seed ^cow�'`��.. Penstemon mensarum/Tiger Beardtongue 7,605 100%4"pot 6"oc esc�F= Penstemon strictus/Mancos Penstemon 2,738 100%4"pot 10"oc Platycodon grandiflorus'Hakone Blue/Balloon Flower 1,902 100%4"pot 12"oc Drawn By:CPS Checked By:GT Salvia azurea/Azure Sage 2,738 100%4"pot 10"oc ISSUE&REVISION DATES Salvia reptans Autumn Sapphire TM/West Texas Grass Sage 7,605 100%4"pot 6"oc 8040GREENLINE REVIEW 05/10/2018 Salvia x superba/Perennial Sage 845 100%4"pot 18"oc PRICING SET 05/18/2018 FENCE PERMIT 08/02/2018 Schizachyrium scoparium'Standing Ovation'/Little Bluestein Grass 2,738 100%1 gal 10"oc Stachys byzantina'Big Ears'/Lamb's Ear 845 100%4"pot 18"oc Symphyotrichum novi-belgii/New York Aster 7,605 100%4"pot 6"oc W Plot Date:08/02/18 Project#:293 w PRAIRIE TURF 4,000 sf * w Creeping Red Fescue,Prairie Junegrass,Tufted Hairgrass, Sideoats Grama,Sheep Fescue PLANT LEGEND L.6.01 RECEIVED 07/03/2019 ASPEN BUILDING DEPARTMENT V k� ��,� / ' a x 7 V \ \ �\ \ % / 0in I,' A e ;: 1< uy,: A \ w cL.._ 4 0r V i = V0 z ..,- i ` \ „ 'Qs S� / / I N v VCR dv / IDKEY MAP N I / \ I QUO / I \ / \ / / PROPERTY LINE / �' _ / w— CC Q /'a'��w , / i — w w <O w w LLI QQOQ�, zLC) co / ' --�J Q N a • \ A O 1 V♦ m 8084 LOT 2, o o 0 0 0 " . o / �' BUILDING ENVELOP E '\ - - 7,1\ , p / 1 / D� \ \ ir p G\ p D D iG�� -p v // ET-UE EX-UE / 1 EX-VE r EX-VE r —rEX-UE� I II -/ D G—�� i1 �T —TT �crv�crv-- ��gT40l,'cV p \ G� /cTv�crv— — \ 1 \. 0 x-- pGDG— �EToE T \rV—G—G� p D E,UE /1 _\ �/ \GA Ex,uE�% 1 / \ ��. 1 v � Pic— t D p D \ �Ex ry j I ANC C�Pow w w pw t w/GtJ / \ Drawn By:CPS Checked By.GT \ D CE / \D. / / ISSUE&REVISION DATES \ �y� .\ J / / D 8040 GREENLINE REVIEW 05/10/2018 \ VGt / PRICING SET / /2018 t / FENCE PERMIT 08/02/2018 / \V / i Ejt of V / `\ . / p D. --\0(61 S cCt V D D \ — Plot Date.08/02118 Project#:293 p D \ EXISTING RESIDENCE 675 S ALPS ROAD p 7 \ I Dr V V \ p PLANTING PLAN p V D D \ D ENLARGEMENT A p D p \ SCALE: 1"=4' L.1 .04 — I RECEIVED 7 4' 8, ri"Pir 1 I I I I I I 1 1 I 07/03/2019 ASPEN BUILDING DEPARTMENT Q) _ W — S71\I D I Cl.) z = tAQfl OU \ \ IIHI Q Oo I CC Q G 0 ENTRY GATE PLANTERS I �/� ao KEY MAP V) a U I J a z w Q a 1 r � \ Cn_ fI co V A i '\--0---\\,,,,, .., ------- \ \ .,,,,41,, o I/ Gy\,,STH0,4, _ l WALL PLANTERS --qrwi: ` G ` KEY MAPO'C C s, da. <14r, L,nP �` Draw By:CPS Checked By cT I — — — — % IN / \ 80:::::TREVISIONDA00:8,,S GREENLINE REVIEW 02018 PR 2018 / -PI ..v-- * FEI 2018 I Plot Date.08/02/18 Project#:293 \ 1r KEY MAP FRONT DOOR ENTRY PLANTERS } MOVABLE PLANT 7=_ CONTAINERS SCALE: 1"=2' L.1 .06 ' 2, 4, RECEIVED 07/03/2019 ASPEN N BUILDING DEPARTMENT IRRIGATION LEGEND N 0 ,.-:...11 SLEEVES:CLASS 200 PVC Q e•POP-UP SPRAY SPRINKLER:WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES CI I-POINT-OF-CONNECTION ASSEMBLY PRESSURE:30LOW(GPM): -PSI RADIUS:- , 8 FEET J FLOW(GPM):Q-0.26 H-0.52 F-1.05 }4 - - MAINLINE PIPE:CLASS 200 PVC gt 0 •POP-UP SPRAY SPRINKLER:WEATHERMATIC MAXBPRS30-CV W/RAIN BIRD U-SERIES NOZZLES V ' 1 1/2-INCH SIZE UNLESS OTHERWISE INDICATED PRESSURE:30 PSI RADIUS:10 FEET CD FLOW(GPM):Q-0.41 H-0.82 F-1.64 W z - LATERAL PIPE NL SPRINKLERS:CE NSS 200 PVC = 1, _ 1-INCH SIZE UNLESS OTHERWISE INDICATED e A ♦POP-UP SPRAY SPRINKLER:WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES V < 0 LATERAL PIPE TO DRIP EMITTERS:UV RADIATION RESISTANT POLYETHYLENE PRESSURE:30 PSI RADIUS:12 FEET w 3/4-INCH SIZE UNLESS OTHERWISE INDICATED,ROUTING IS DIAGRAMMATIC FLOW(GPM):Q-0.65 H-1.30 F-2.60 OwU 0 14 (J 1 LATERAL PIPE TO TREE DRIP EMITTERS:UV RADIATION RESISTANT POLYETHYLENE a e •POP-UP SPRAY SPRINKLER:WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD U-SERIES NOZZLES V Q J _3 3/4-INCH SIZE UNLESS OTHERWISE INDICATED,ROUTING IS DIAGRAMMATIC PRESSURE:30 PSI RADIUS:15 FEET FLOW(GPM):Q-0.92 H-1.85 F-3.70 • MASTER VALVE ASSEMBLY:WEATHERMATIC MAX-DW SERIEShrli' • • POP-UP SPRAY SPRINKLER:WEATHERMATIC MAX6PRS30-CV W/RAIN BIRD MPR SERIES NOZZLE ❑F FLOW SENSOR ASSEMBLY:WEATHERMATIC SLFSI-T10 PRESSURE:30 PSI RADIUS:4 FEET X 15 FEET FLOW(GPM):EST-0.61 SST-1.21 61 QUICK COUPLING VALVE ASSEMBLY RAIN BIRD SRC ®©OO POP-UP ROTATING SPRAY SPRINKLER:WEATHERMATIC MAX6PRS40-CV W/HUNTER MP1000 NOZZLES N ISOLATION GATE VALVE ASSEMBLY:MATCO 514/10RT PRESSURE:40 PSI RADIUS:8 FEET TO 15 FEET FLOW(GPM):M-0.42 L-0.63 0-0.84 • REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: WEATHERMATIC MAX-DW SERIES(SIZED PER PLAN) O©®POP-UP ROTATING SPRAY SPRINKLER:WEATHERMATIC MAX6PRS40-CV W/HUNTER MP2000 NOZZLES PRESSURE:40 PSI RADIUS:13 FEET TO 21 FEET ® REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-PRB-100-COM FLOW(GPM):K-0.77 G-1.10 R-1.48 4> FLUSH CAP ASSEMBLY ©Ov QA POP-UP ROTATING SPRAY SPRINKLER:WEATHERMATIC MAX6PRS40-CV W/HUNTER MP3000 NOZZLES PRESSURE:40 PSI RADIUS:22 FEET TO 30 FEET UNCONNECTED PIPE CROSSING FLOW(GPM):B-1.82 Y-2.73 A-3.64 Q © POP-UP ROTATING SPRAY SPRINKLER:WEATHERMATIC MAX6PRS40-CV W/HUNTER MPCORNER NOZZLE1114 -�INDICATES CONTROLLER AND STATION NUMBER PRESSURE:40 PSI RADIUS:8 FEET TO 14 FEET m �.--INDICATES LATERAL DISCHARGE(GPM) FLOW(GPM):45°-0.19 90°-0.39 105"-0.45 0 MOM �------INDICATES VALVE SIZE(INCHES) ©®®POP-UP ROTATING SPRAY SPRINKLER:WEATHERMATIC MAX6PRS40-CV W/HUNTER MPSTRIP NOZZLES II _�INDICATES APPLICATION RATE(IN/HR) PRESSURE:40 PSI RADIUS:ADJUSTABLE RECTANGULAR SPRAY CC 30PS �� INDICATES DESIGN PRESSURE(PSI) FLOW(GPM):SST-4124'-0.34 5130'-0.47 LCS/RCS-4'X12'-0.17 5'X15'-0.23 Ci © IRRIGATION CONTROLLER UNIT WITH SLWS WIRELESS WEATHERSTATION& CO O r SMARTLINK AIRCARD Om CC CONTROLLER A:WEATHERMATIC SL1624-SLWS;19 STATIONS USED Cl) T a w 14 -I Q U INSTALLATION GENERAL NOTES CONSTRUCTION NOTES w ti 1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE 7. SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH CO Na IRRIGATION SYSTEM OF 85 PSI(PER STATIC PRESSURE READING IN PROVIDE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY 0 AN EVALUATION OF THE IRRIGATION WATER SUPPLY AND PRESSURE ON THIS 1/� MECHANICAL ROOM),AT A MAXIMUM DISCHARGE OF 25 GPM AT THE 1-INCH FOR THE SITE CONDITIONS.CAREFULLY ADJUST THE RADIUS OF THROW AND SITE HAS IDENTIFIED THAT THE IRRIGATION WATER IS INCORRECTLY BEING �i + Q IRRIGATION POINT-OF-CONNECTION(POC).TAP,METER,BACKFLOW,AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST RUN THROUGH THE DOMESTIC BACKFLOW PREVENTER(BFP),A PRESSURE LCy MASTER VALVE SHALL ALL BE THE SAME SIZE.VERIFY PRESSURE AND FLOW PERFORMANCE. REDUCING VALVE,AND A SECOND IRRIGATION BFP.THIS WATER SUPPLY O ON SITE PRIOR TO CONSTRUCTION. CONFIGURATION IS CAUSING VERY LOW PRESSURE IN THE RESIDENTIAL 8. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION SYSTEM.A LICENSED PLUMBER SHALL RENOVATE THE 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND IRRIGATION SLEEVING.SLEEVES ARE REQUIRED FOR BOTH PIPING AND IRRIGATION WATER SUPPLY IN THE BASEMENT MECHANICAL ROOM AS INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING.COORDINATE RECOMMENDED HERE.DISCONNECT THE IRRIGATION BFP FROM IT'S CURRENT CONSTRUCTION. INSTALLATION OF SLEEVING WITH OTHER TRADES.ANY PIPE OR WIRE WATER SUPPLY PIPE AND CAP THE EXISTING WATER SUPPLY UPSTREAM OF WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT THE IRRIGATION BFP.THE DOMESTIC WATER SUPPLY PIPE INTO THE 3. COORDINATE UTILITY LOCATES("CALL BEFORE YOU DIG')OF UNDERGROUND INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION MECHANICAL ROOM SHALL BE CUT PRIOR TO THE DOMESTIC BFP AND ANY is) UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR.PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF OTHER VALVES.INSTALL A NEW 1-I NCH x DOMESTIC LINE SIZE COPPER TEE 0 THE PIPE PASSING THROUGH. FITTING,AND ROUTE NEW 1-INCH COPPER PIPE TO THE EXISTING IRRIGATION ,^ 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM BFP AND MAKE A CONNECTION TO THE IRRIGATION BFP.INSTALL A DRAIN (616/ WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE 9. INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN VALVE AND BALL VALVE DOWNSTREAM OF THE IRRIGATION BFP TO PROVIDE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE WINTERIZATION OF THE SECTION OF PIPE ROUTED OUT OF THE BASEMENT TO ENGINEERING.IF DISCREPANCIES IN CONSTRUCTION DETAILS,LEGEND, LOCAL ELECTRIC UTILITY CODES. THE IRRIGATION SYSTEM. NOTES,OBSTRUCTIONS O IC ARESTO TH EA,ATTENGTION NALL SUCH 10. THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING:IF A SECTION ( )SHALL BE ,ORSPECIFICATIONS OR DISCREPANCIESSIONSDISCOVERED, CO THE D BRIN OF O THE OWNER'S 2 THE IRRIGATION SYSTEM POINT-OF-CONNECTION POC REPRESENTATIVE. OF UNSIZED PIPE IS LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. OTHERS AT THE APPROXIMATE LOCATION SHOWN.INSTALL MASTER VALVE 5. THE DRAWINGS ARE DIAGRAMMATIC.THEREFORE,THE FOLLOWING SHOULD THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE ASSEMBLY AND FLOW SENSOR WITHIN GRATED UTILITY RECESS,SAME SIZE BE NOTED: NOTED IN THE LEGEND. AS POC.VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. A. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN 11. INSTALL TWO(2)#14 AWG CONTROL WIRES,FOR USE AS SPARES.INSTALL O WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE OUTSIDE PLANTING AREAS FOR CLARITY,INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH DEAD-END OF LOCATION SHOWN,ABOVE THE GRATED UTILITY RECESS.COORDINATE IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS MAINLINE.COIL 3 FEET OF WIRE IN VALVE BOX. ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S WHENEVER POSSIBLE. REPRESENTATIVE.CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION 12. THE IRRIGATION CONTRACTOR SHALL USE FLOW CONTROL ON ALL ZONE CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE,AND B. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE CONTROL VALVES TO ACHIEVE DESIGN PRESSURE AT MOST REMOTE OR SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS,NEXT TO BUILDINGS, PLANS TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. HIGHEST ELEVATION EMISSION DEVICE ON EACH ZONE.SEE LEGEND AND OR BEHIND PLANT MATERIAL.FINAL LOCATION TO BE APPROVED BY AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM,PLANTING VALVE DESIGNATORS FOR EQUIPMENT DESIGN PRESSURE. OWNER'S REPRESENTATIVE. MATERIALS,AND ARCHITECTURAL FEATURES. O4 THE IRRIGATION CONTRACTOR SHALL INSTALL A LOCKABLE ISOLATION GATE 13. ALTHOUGH TREES AND SHRUBS WITH DIFFERENT WATER REQUIREMENTS VALVE ASSEMBLY DOWNSTREAM OL BACKFLOWAPREVENTION NIGETE C. USE ONLY STANDARD TEES AND ELBOW FITTINGS.USE OF TEES IN THE ARE IRRIGATED ON THE SAME DRIP ZONE,THE CONTRACTOR SHALL REFER AT BULLNOSE CONFIGURATION,OR USE OF CROSS TYPE FITTINGS IS NOT TO THE EMITTER SCHEDULE IN THE IRRIGATION DETAILS TO INSTALL THE THE APPROXIMATE LOCATION SHOWN,PER CITY OF ASPEN REQUIREMENTS. ALLOWED. CORRECT SIZE AND QUANTITY OF EMITTERS PER PLANT WATER REQUIREMENTS.REFER TO LANDSCAPE PLANS FOR SPECIFIC PLANT SPECIES Drawn By:GDG Checked By:EWP 6. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE AND WATER REQUIREMENTS. COMPLETION OF THE PROJECT: ISSUE&REVISION DATES 14. SENSORS(E.G.,RAIN,FREEZE,WIND,AND/OR SOIL MOISTURE ETC.),EITHER 8040 GREENLINE REVIEW 05/10/2018 A. TWO(2)OPERATING KEYS FOR EACH TYPE OF MANUALLY INTEGRAL OR AUXILIARY,THAT SUSPEND OR ALTER IRRIGATION OPERATION PRICING SET 05/18/2018 OPERATED VALVES. DURING UNFAVORABLE WEATHER CONDITIONS OR WHEN SUFFICIENT SOIL MOISTURE IS PRESENT SHALL BE REQUIRED ON ALL IRRIGATION SYSTEMS. POC Information PERMIT SET 08/1012018 POC Flow Rate(GPM) 25.0 WELS REVISIONS 02/19/2019 B. TWO(2)OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS,ADJUSTMENT,AND REPAIR OF Tap Size 1-inch ALL ROTARY SPRINKLERS. Available Discharge(GPM) 25 Tap Pressure Available(psi) 85 Pressure Losses Plot Date:02/19/19 Project 6:293 Sprinkler 40.0 CITY OF ASPEN GENERAL NOTES ESTIMATED ANNUAL WATER USELateral pipe from RDV to sprinkler 4.0 Remote Control Valve 3.0 1. APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE AT EACH THE IRRIGATION SYSTEM AS SHOWN ON THIS PLAN HAS AN ESTIMATED ANNUAL Mainline pipe from bsckflow to RCV 3.0 EMISSION DEVICE IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE WATER USE OF 201,000 GALLONS.TO VERIFY EFFICIENT IRRIGATION SYSTEM Masser valve 3.0 RANGE FOR OPTIMAL PERFORMANCE. IF PRESSURE IS NOT WITHIN THE OPERATION,THE OWNER SHALL COMPARE THIS ESTIMATED IRRIGATION WATER USE PREFERRED RANGE, ACTIONS DESCRIBED IN SECTION 6.1.10 OF THE WATER WITH ACTUAL WATER USE,AS RECORDED ON SITE,AFTER ALL PLANT MATERIAL HAS Backflow prevention device 13.0 EFFICIENT LANDSCAPING STANDARDS MUST BE TAKEN. BEEN ESTABLISHED. Water meter 3.0 2. SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE MATCHED Service line length PRECIPITATION RATES, UNLESS OTHERWISE DIRECTED BY THE THE ESTIMATED ANNUAL IRRIGATION WATER USE OF THIS SYSTEM IS BASED ON (feet in left column,psi in right column) 0 MANUFACTURER'S RECOMMENDATIONS. 30-YEARS AVERAGE EVAPOTRANSPIRATION RATES(ET)FOR THE LOCAL AREA AND Elevation change to most remote zone 3. ENSURE THERE IS HIGHEST POSSIBLE DISTRIBUTION UNIFORMITY,AND TYPICAL NEW IRRIGATION SYSTEM EQUIPMENT EFFICIENCIES.MAJOR DEVIATIONS (feat in left column,psi in right column) 13 5.6 HEAD-TO-HEAD COVERAGE. FROM THIS ESTIMATE USE SHOULD BE BROUGHT TO THE ATTENTION OF THE I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY IRRIGATION 4. AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION MANAGEMENT PLAN OWNER AND CURRENT IRRIGATION MAINTENANCE COMPANY AT THE TIME OF THE FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Miscellaneous losses 0.0 IS REQUIRED AS DESCRIBED IN SECTION 6.7 THROUGH 6.9 OF THE DEVIATION. Total Losses(psi): 74.6 LEGEND & NOTES STANDARDS. Remaining Pressure(psi)^. 10.4 TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION AND WATER USE,AN ENSURE THE FOLLOWING: IRRIGATION SYSTEM EVALUATION AND AUDIT SHOULD BE PERFORMED. Estimatsdminimumpumppower required(hp) HINES INC IR 1 .0 Designed pump horsepower 1. TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION UNIFORMITY OR it ifr _ / 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014. 02/19/2019 2. POP-UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6". EDWARD W PRICE, CID, CLIA DATE *THE DATA IN THE HYDRAULIC CALCULATION ABOVE SHALL BE CORRECT AFTER THE RECONFIGURATION SITE W ATER(MANAGEMRD, ENTSERIES323 204 FORT RECEIVED OF IRRIGATION BACKFLOW PREVENTER IN MECHANICAL ROOM. SEE CONSTRUCTION NOTE #1. COLLINS.COLORADO 80526 ID#: 50322 Telephone:970.262.1600 07/03/2 019 Web:www.hinesincmm ASPEN L BUILDING DEPARTMENT o • �� ?co _� - a) Z w mE o �� 113 / 125 / LOT1 � / 2 p 0aPs1 . // i 1 + — 7 0 W E° D3 PO 1 5.29 sos `, f\ I oPSI 0 n A6 , I 1 )/ 81 �l /—' 2.25 O o.3eI00 1 /O ° / D 1 11 ` �� 5�25 / _ ,I O,. ;<-)/ s'o. o LI 30PSI es A D153 L 4 Mili. 4.11 D 90PSI �.-.. C O D •� 2; LOT 1 �P51 �� BUILDING ENVELOPE• sa n s� �L-- © 11 �A11 J \, 0 OPsi ° D D • t _ O cICE USO (V IV o D D ° ' IN ill gra V Al2 D :i / II A CC o 0 �� o �,' 0 CONTROL_L_ER ° OffiiI mPs ' o D �T �� U MIrici ftis II 0_ oil _, 4 11 itsRif: ° ID in 44 I , .._,... _, co so 0. 0. D 1 ■ O.. A15 \\ to iiiH Olt u�= 09 04 / / (1.." , X' FA ,.„_ \ o • BUILDING ENVELOPE m lily 0 . \Ir Zm `,el. 1111 J �� ° dOP61 LOT 2 / LOT 1 Drawn By:GDG Checked By:EWP / + ISSUE&REVISION DATES / \ aftAliftI'. PRICING ENLINE REVIEW 05/10I2018 4111 PRICINGSET05/18I2018PERMIT SET 08/10/2018 WIN PROPERTY LINEaft WELS REVISIONS 02192019 -------- aft aft 111. esi Plot Date:02/19/19 Project#:293 SCALE: 1"=10' 1 1 0' 10' 20' IRRIGATION PLAN HINES INC I R 2.0 SITE WATER MANAGEMENT SERVICES RECEIVED 323 W.DRAKE RD.SUITE 204 FORT COLLINS.COLORADO 80526 Telephone:970.262.1600 07/03/2 019 Weh:www.hinesincmm ASPEN L BUILDING DEPARTMENT N o VALVE BOX WITH LOCKING COVER: z N1'"--''' TYPE K HARD COPPER FROM POTABLE BRAND LID1419-4B. SECURE CHRISTY ID TAG WITH NYLON J WATER SERVICEDPP Y OTHERS. BRAND WITH "MV" ZIP TIE. LABEL WITH CONTROLLER AND STATION NUMBER. xvi 7T, ri!z2, FINISH GRADE i CD BRASS UNION (TYP.) FINISH GRADE/TOP OF MULCH iT' r� Q SECURE CHRISTY ID TAG WITH NYLON VALVE BOX WITH LOCKING COVER: � VALVE BOX WITH COVER: }, � 3/4-INCH FEBCO 825Y REDUCED ill, :, ' ZIP TIE. LABEL WITH CONTROLLER AND CARSON 1419-4B. BRAND "FM" ON 2-INCH MIN CARSON 910-4.PRESSURE ASSEMBLY WITH SHUT-OFF STATION NUMBER. ,LID W/ 3-INCH HIGH LTRS. BRAND LID WITH VALVE "IGV" ^, _ <P VALVES \7�J - EXTERIOR BUILDING WALL 30-INCH LINEAR LENGTH OF 41 1 4-INCH PVC CL 200 PIPE = V �u ]L (SHOWN DIAGRAMATIC COILED WIRE \l� r FINISH GRADE TOP OF MULCH a - / ' (LENGTH AS REQUIRED) WATER PROOF CONNECTION (1 OF 2) _ - TWO (2) CONDUCTOR TWISTED PAIR -o0o,o• o� MASTER VALVE, SIZE TO MATCH POC SHIELDED DIRECT BURIAL CABLE FOR o p o0 ]C r O� • 3-INCH MINIMUM DEPTH OF O W 0. 1-INCH MALE ADAPTER W/PVC CAP 0 3/4-INCH WASHED GRAVEL / MODEL PER LEGEND CONNECTION TO TRANSMITTER 1 V Q J ]L - ---- WATER PROOF CONNECTION (1 OF 2) L 3 fir ♦ ► BRICK (1 OF 2) 3-INCH MINIMUM DEPTH OF 3M SERIES 7000 EPDXY KIT- 1 - A Ili 3/4-INCH WASHED GRAVEL hril I fl � FLOW SENSOR PER LEGEND �, GATE VALVE WITH CROSS HANDLE, PIPE SUPPORT, 1 OF 2 - ' • l I= PVC MAINLINE TO SYSTEM _ i "' SIZED TO MATCH MAINLINE. MODEL MECHANICAL ROOM FINISH FLOOR ? �•♦oo.* 0p� ogoo`e�l MIN.to PIPE DIA.-m-I I I PER LEGEND MIN.5 PI' DIA.► _ -- p000:po°0-02. \_ STRAIGHT PIPE STRAIGHT E LANDSCAPE AREA "s„o�, •." „ _ MIN: 12�INCH 1-INCH TYPE K HARD COPPER. - • TRANSITION TO CLASS 200 PVC BRICK (1 OF 4) bFLOW I III PVC MAINLINE ��I III I�� PVC SCH 40 MALE ADAPTER (SPEARS o'M PVC MAINLINE PRIOR TO MASTER VALVE. °J�o 00 000gzog3.Oao° o°o:Ogo ;; BRICK (1 OF 4) I I v SRSR-2-N 080N)LANDSCAPE FABRIC c'd>Ooo�oeo ;.00a Ao0�?a SF" go r NMI SCH 40 PVC MALE ADAPTER PVC SCH. 40 MALE ADAPTER NOTES: (SPEARS 436 SERIES) 1 OF 2 (SPEARS 436 SERIES) 1. INSTALL BACKFLOW DEVICE IN ACCORDANCE WITH ALL LOCAL AND STATE CODE 3-INCH MINIMUM DEPTH OF NOTES: REQUIREMENTS. 3/4-INCH WASHED GRAVEL 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. PROVIDE SHOP DRAWING OF BACKFLOW ASSEMBLY AND PIPE ROUTING WITHIN NOTES: NOTES: NON WOVEN LANDSCAPE FABRIC 2. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. Q MECHANICAL ROOM FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 1. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. 1. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. OBACKFLOW PREVENTION UNIT MASTER VALVE FLOW SENSOR ISOLATION GATE Q ASSEMBLY IN MECHANICAL ROOM ©ASSEMBLY ©ASSEMBLY 4 VALVE ASSEMBLY 0 C o 30 INCH LINEAR LENGTH OF WIRE, N O '— VALVE BOX WITH COVER: COILED CARSON 910-4. WATER PROOF CONNECTION (1 OF 2) MP ROTATOR NOZZLE, PER PLAN CL ,r CC '— BRAND LID WITH VALVE "QC" SPRAY NOZZLE, PER PLAN: QQ 3-INCH MAX SEE LEGEND FOR MODEL a VALVE BOX WITH COVER: CARSON J FINISH GRADE ( I 1 't I //,, _ FINISH GRADE TOP OF MULCH 1419-4. BRAND LID WITH VALVE NUMBER �11��Ilidi��dL��f� j,, �III��II��il�1��11�i��li;,,%��dl� FINISH GRADE TOP OF MULCH • I � GRADE/TOP Q U `r QUICK COUPLING VALVE PER LEGEND REMOTE CONTROL VALVE, SIZED AS — — IMINIEF _ - / -� —� —� I� � �- '�T STAINLESS STEEL HOSE CLAMP SHOWN ON DRAWINGS I= — - El — Z (1 OF 2) FINISH GRADE/TOP OF MULCH _I I II I I=1 -III POP-UP SPRAY BODY: Cn ti uJ SECURE CHRISTY ID TAG WITH NYLON _ _ POP-UP SPRAY BODY: WITH CHECK VALVE AND PRESSURE a 36-INCH No. 6 EPDXY COATED REBAR 3" MIN. WITH CHECK VALVE AND PRESSURE REGULATING FEATURES /� (n ZIP TIE. LABEL WITH CONTROLLER AND REGULATING VALVE FEATURES (SEE NOTE 2 BELOW) L + 3-INCH DEPTH OF 3/4-INCH WASHED STATION NUMBER. SEE LEGEND FOR MODEL 1� a GRAVEL 1_ 0 08 000o' �g08 oo0.* BRICK (1 OF 2) SPEARS PVC TRUE UNION BALL VALVE (0 Cfl oo^ °o" PVC SCH 40 EL 1/2-INCH MALE NPT x .490 INCH BARB o " -SCH 80 PVC NIPPLE, TOE b El 1/2-INCH MALE NPT x .490 INCH ELBOW: RAIN BIRD MODEL SBE-050 (LENGTH VARIES) BRICK (1 OF 4) BARB ELBOW: RAIN BIRD MODEL + 0 0 00 oaoo °gOvo o �000 IMINII7 SBE-050 PRE-FABRICATED SWING JOINT: o 00 00000o cy3o SPEARS 5815-010-10 °o �o m oo PVC SCH 80 PIPE /.� l (LENGTH AS REQUIRED) �� - ; Li+ 6 PVC MAINLINE PIPE PVC MAINLINE ' b d PVC LATERAL PIPE 0 L PVC SCH 40 TEE OR EL • •PVC LATERAL PIPE //� v SCH 40 PVC TEE OR EL WITH FPT �L� OUTLET PVC SCH. 40 TEE OR EL PVC SCH 40 MALE ADAPTER PVC SCH. 40 TEE OR EL (SPEARS SR-2-0801) SWING PIPE, 12-INCH LENGTH: 3.0-INCH MINIMUM DEPTH OF SWING PIPE, 12-INCH LENGTH: RAIN BIRD SPX-FLEX100 3/4-INCH WASHED GRAVEL RAIN BIRD SPS-FLEX100 NOTES: 1. IF POLYETHYLENE PIPE IS USED FOR LATERAL PIPE, SUBSTITUTE INSERT TEE OR EL WITH STAINLESS NOTES: NOTES: STEEL CLAMPS FOR PVC SLIP TEE OR EL SHOWN ABOVE. 1. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. 1. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. 2. TO ACHIEVE MINIMUM RADIUS WITH ANY MP ROTATOR MODEL, USE HUNTER PRS30 BODY OQUICK COUPLING 6 REMOTE CONTROL TURF O 6-INCH POP UP SPRAY 8 6-INCH POP UP VALVE ASSEMBLY VALVE ASSEMBLY SPRINKLER ASSEMBLY MP-ROTATOR ASSEMBLY — SECURE CHRISTY ID TAG WITH NYLON ZIP TIE. LABEL WITH CONTROLLER AND STATION NUMBER. VALVE BOX WITH COVER: CARSON 1419-4. BRAND LID WITH VALVE NUMBER DIFFUSER BUG CAP: VALVE BOX WITH COVER: CARSON 708-4. FINISH GRADE/TOP OF MULCH RAIN BIRD MODEL DBC-025 BRAND LID WITH "FC" Drawn By:GDG Checked By:EWP 1/4-INCH TUBING STAKE: ISSUE&REVISION DATES J.:'.‘ ',‘ WATER PROOF CONNECTION (1 OF 2) • _ RAIN BIRD #T$-025 8040 GREENLINE REVIEW 05/10I2018 \ ,----Sr 30-INCH LINEAR LENGTH OF WIRE, FINISH GRADE/TOP OF MULCH PRICING SET 05/182018 ilil1" COILED 1/4-INCH DISTRIBUTION TUBING 'Y� ,I �. `. ' - 1 ' ��/� PERMIT SET 08/10/2018 I��t REMOTE CONTROL VALVE, SIZED AS �� i WELS REVISIONS 02/19/2019 SHOWN ON DRAWINGS MULCH BED �� t�= 61 FLUSH CAP: 3/4-INCH BARB X 1�� ri F+-•+ SPEARS PVC TRUE UNION BALL VALVE 3/4-INCH M NPT ADAPTER AND = I . 1LiiiII.I!I gik1 APPROVED GEOTECH FILTER FABRIC DRIP EMITTER THREADED CAP lrY (EXTEND 10" UP BOX WALL) (REFER TO SPECIFICATIONS) �o oo°. o 0 work 8 ao�� o�oo „ =o00 oo"a0 �o 'o xe8" ,/ PVC SCH 80 PIPE (LENGTH AS /./j 1/.//•/j/1)j //// 3/4-INCH DRIP LATERAL PIPE (MIN Plot Date.02/19/19 Project#:293 ■�' N REQUIRED) // • 1 /j/ /// // 12-INCHES LOOPED) ■�i� PVC MAINLINE // ' //i/1/ / 3-INCH DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 4) /�/� ,/ /� FINSH GRADE 3/4-INCH MALE BARBED ELBOW PVC SCH 40 TEE OR EL j��\��\��i ,��\��\�� ' ��\��\.f/\�� 00000°o �� LOOP 1' OF 2 SPARE WIRES \\��\�,\ \�A��A��A��A��A��A��A\�; $0000,_; • BRICK (1 OF 2) COMBINED PRESSURE REGULATOR O00._, AND Y-STRAINER %.II-- �IIII 3.0-INCH MINIMUM DEPTH OF DRIP LATERAL PIPE ` I 3/4-INCH DRIP LATERAL PIPE 3/4-INCH WASHED GRAVEL I, PLANT ROOT BALL NOTE: 1. USE BARBED INSERT FITTINGS ON DRIP LATERAL PIPE WITH STAINLESS STEEL HOSE NOTE: CLAMPS. PLACE CLAMPS ON DRIP TUBING DIRECTLY OVER BARBED AREA OF FITTING. I, 1. LOOP IRRIGATION DRIP TUBING INSIDE VALVE BOX FOR EXTENSION OUTSIDE OF IRRIGATION PINCH CLAMPS ARE NOT ACCEPTABLE. BOX DURING BLOWOUT. 2. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. 2. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. DETAILS REMOTE CONTROL DRIP 1 O SINGLE OUTLET DRIP DRIP FLUSH CAP I HINES INC IR 3.0 9 VALVE ASSEMBLY EMITTER ASSEMBLY GI ASSEMBLY � SITE WATER MANAGEMENT SERVICES RECEIVED .EIVED 323 W.DRAKE RD,SUITE 204 FORT COLLINS.COLORADO 60526 Telephone:970.262.1600 07/03/2 01 9 Web:www.hinesincmm ASPEN I BUILDING DEPARTMENT W 0 O +-0 5 L'L:'2 W Z U V ',I; = Owo VCi s _3 PAVED SURFACE CHRISM ID TAG PLANT TYPE BY EMITTERS GPH PER TOTAL GPH CURB AND GUTTER IF APPLICABLE FINISHED GRADE MAINLINE, LATERAL, PIPE AND WIRE LI�� ;;, & 24—V WIRE LATERAL PIPE SLEEVING HYDROZONE PER PLANT EMITTER PER PLANT i$ __,��.. IRRIGATION CONTROL WIRES SECURED 1TO BOX WITH NYLON ZIP TIE. 36" 1 IRRIGATION VALVE/SENSOR ASSEMBLY FINISH GRADE I CONCRETE SLAB LOW WATER USE TREE 3 SINGLE 1 GPH 3 GPH , 12" MIN 1 I (ABOVE GRAVEL) y MM i 3.0-INCH MINIMUM DEPTH OF �� MED WATER USE TREE 4 SINGLE 1 GPH 4 GPH ROUGH GRADE ''0000� b11 3/4-INCH WASHED GRAVEL / 18" j , -� {� 2" PVC PIPE SLEEVE MARKER: INSTALL AT �� o o°••••"O'° - ��t BRICK 1 OF 4 24" /� Q HIGH WATER USE TREE 3 SINGLE 2 GPH 6 GPH a III III- III= BOTH ENDS OF EACH SLEEVE LOCATION AND APPROVED GEOTECH FILTER FABRIC ° 1 111-1111 11—I a" a" LOW WATER USE SHRUBS 1 SINGLE 1 GPH 1 GPH // ' a III - III EXTEND AT LEAST 3'ABOVE GRADE. SPRAY (EXTEND 10' UP BOX WALL) it ' 24 =WI - EXPOSED PORTION OF MARKER WITH GREEN � „ ( 111 III- III= FLUORESCENT PAINT. STANDARD QUICK b T A A Q MED WATER USE SHRUBS 2 SINGLE 1 GPH & 0.5 GPH 1.5 GPH TT p 24-INCH MIN p GATE VALVE BOX HIGH WATER USE SHRUBS 2 SINGLE 4-6" MIN. /O\ O iii 4" CC LOW WATER USE PERENNIAL 1 SINGLE 1 GPH 1 GPH �O • �' .ws^m"':J T 0 4 4 MIN. MIN 12 I STANDARD CARBON 1419j� EXCAVATED MATERIAL ,w CZ MED WATER USE PERENNIAL 2 SINGLE 1 GPH & 0.5 GPH 1.5 GPH MIN 12' REMOTE CONTROL VALVE PIPE WIRING CO - MIN 1 BOX BEDDING& COVER MATERIAL SLEEVE SLEEVE CL CC G HIGH WATER USE PERENNIAL 2 SINGLE 1 GPH 2 GPH SEAL ENDS OF SLEEVES WITH CLOTH < ► TURF OR PLANTING BED --_. (/) DUCT TAPE (TYPICAL) WARNING TAPE a 00 PVC SLEEVING (TYPICAL) - 4 p as ,R` ^ PAVEMENT OR EDGING RESTRAINT NOTES: -IQ ° NOTES: 1. SLEEVE ALL PIPE AND WIRE SEPARATELY. Q Q NOTES: 1. INSTALL ONLY ONE RCV TO VALVE BOX. LOCATE AT LEAST 12-INCHES FROM NOTE: 2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS."SNAKE" UNSLEEVED 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT AND ALIGN WITH NEARBY WALLS OR EDGES OF PAVED AREAS. GROUP RCV V) 1) ALL SLEEVING TO BE CLASS 200 BE PVC, SIZED AS NOTED. PLASTIC PIPE IN TRENCH. PROVIDE A MINIMUM OF 2" CLEARANCE TO SIDE OF TRENCH Z MATERIAL. ASSEMBLIES TOGETHER WHERE PRACTICAL. 2) INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES AND BETWEEN PIPES. 2. ALL EMITTER QUANTITIES AND FLOW RATES ARE FOR RECOMMENDATION ONLY. 4. GROUP RCV ASSEMBLIES TOGETHER WHERE PRACTICAL, BUT AVOID GROUPING N. Ll.l ARE TO BE INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES 3. ALL 120-V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE THE CONTRACTOR SHALL CONSULT AND CONFIRM WITH LOCAL PRACTICE PRIOR MORE THAN THREE STANDARD VALVE BOXES TOGETHER IN A SERIES. (fl 0- TO INSTALLATION. VERTICALLY. 5. ARRANGE GROUPED VALVE BOXES IN RECTANGULAR PATTERNS. REQUIREMENTS. TAPEO ANDIRBUNDLEION 3 WIRE EVERY 10' AND PROVIDE LOOSE 20" LOOP L/� N AT ALL CHANGES OF DIRECTION OVER 30 DEGREES. Li + 6. ALL VALVE BOX LIDS SHALL MATCH LANDSCAPE MATERIAL COLOR. � Q EMITTER SCHEDULE TYPICAL SLEEVING TYPICAL VALVE BOX TYPICAL TRENCHING N. e ® DETAIL 14 INSTALLATION ® DETAIL UD '----TYPICAL RAIN/FREEZE/WIND SENSOR; PROFILE VIEW PLAN VIEW '^ 1, _ PROPERLY MOUNTED ON POST OR II GUTTER TO RECEIVE FULL SUN, OPEN TO RAINFALL AND OUT OF SPRINKLER #6AWG SOLID BARE COPPER WIRE —#6AWG SOLID BARE COPPER WIRE O COVERAGE. 4" X 96" X Y6" r n WALL MOUNTED CONTROLLER COPPER GROUNDING PLATE IRRIGATION CONTROLLER. L / 12" MIN err II (REFER TO LEGEND FOR MODEL) Ay4,)'$(4HKH4)WAIk}YJIGoH,')WA1k}114U1,(41, W-1,,KMa `�1jor141 .k.40`L4Q44(W114-U44411od(�146i".6 COMMUNICATION WIRE INSTALLED IN J�� • GROUNDING CLAMP 3L Z WALL CONDUIT; MAX WIRE DISTANCE: 200'. CONNECTION �� 3W Z I� (WIRELESS OPTIONAL: REFER TO LEGEND) 30' MIN ' �� W 120 VOLT POWER SUPPLY WIRES IN • I� METAL CONDUIT ( ( L y PVC CONDUIT FOR CONTROL WIRES I- L J L MINIMUM 10 FT.•f ll �l, FFF►►► 3L TO LANDSCAPED AREA PVC SWEEP ELL t, #6 BARE COPPER GROUNDING WIRE IN '�.':� - 4" X 96" X Y18" 1 5' SIZE III _I, PEVEM CONDUIT 2L 1 y COPP • GROU PLATE PAVEMENT \ / -1�1® �I. FINISH GRADE /// I/J " \ ��i - - 11==III I III= _ -i.I PVC SWEEP ELL �i� '"4 DIRECT BURIAL CONTROL WIRES TO �� #6AWG SOLID COPPER BARE WIRE \ #6AWG LID BARE COPPER WIRE Eli , 111 CONTROL VALVES 5/8"X10' GROUNDING ROD. COPPER GROUNDING WIRE ELECTRODE SPHERE OF INFLUENCE TO BRONZE CLAMP. COPPER CLAD GROUND ROD L Drawn By:GDG Checked By:EWP (5/8" X 8') PAIGE ELECTRIC PART NUMBER 182007. ISSUE&REVISION DATES NOTES: NOTES: / 8040 GREENLINE REVIEW 05/10I2018 1. INSTALL ALL WIRING PER LOCAL ELECTRICAL CODES. 1. INSTALL GROUNDING ROD OR PLATE BASED ON SITE CONDITIONS, DO NOT INSTALL BOTH. PRICING SET 05/18/2018 2. INSTALL GROUND ROD WITHIN IRRIGATED TURF AREA. IF IRRIGATED TURF AREA IS NOT IN 2. DO NOT INSTALL ANY OTHER WIRE OR CABLES INSIDE THE SPHERE OF INFLUENCE. - PERMIT SET 08/10/2018 CLOSE PROXIMITY TO CONTROLLER, INSTALL ONE (1) DRIP EMITTER FROM NEAREST DRIP 3. INSTALL GROUNDING PLATE AT A MINIMUM OF 30-INCHES BELOW GRADE OR BELOW FROST-LINE, WHICHEVER IS DEEPER. WEIS REVISIONS 02/19/2019 VALVE IN VALVE BOX HOUSING GROUNDING ROD. 4. TYPICAL INSTALLATION SHOWN FOR AN IRRIGATION CONTROLLER CAPACITY OF 64 STATIONS OR LESS, INSTALL AN ADDITIONAL GROUNDING ROD/PLATE PER 64 STATIONS. WALL MOUNT TYPICAL IRRIGATION CONTROLLER GROUNDING 1 CC CONTROLLER ASSEMBLY ROD OR PLATE INSTALLATION Plot Dale:02/19/19 Project th293 IRRIGATION DETAILS HINES INC I R 3.1 SITE WATER MANAGEMENT SERVICES RECEIVED 323 W.DRAKE RD,SUITE 204 FORT COLLINS,COLORADO 80526 Telephone:970.262.1600 07/03/2 019 Web:www.hinesincmm ASPEN 1 BUILDING DEPARTMENT