HomeMy WebLinkAboutLandscape Plan Shown at HPC_20220608LANDSCAPE
COVER
project directory
architect
1 friday design
po box 7928
aspen, co, 81612
contact: derek skalko
derek@1friday.com
landscape architect
connect one design
350 market street, unit 307
basalt, co, 81621
contact: gyles thornely
gt@connectonedesign.com
survey/civil
boundaries unlimited
923 cooper ave, suite 201
glenwood springs, co, 81601
contact: deric walter
deric@bu-inc.com
structural engineer
james romero
3901 mtn dr #11
glenwood springs, co, 81601
contact: james romero
mep
XXXXXX MEP
XXXXX street, unit XXX
city, state, zip
contact: XXXXXXXXX,
XXXX@XXXX.com
ABBREVIATIONS
@ AT
APPROX APPROXIMATE
ARCH ARCHITECT
B&B BALLED AND BURLAPPED
BLDG BUILDING
BOC BACK OF CURB
BOT BOTTOM OF THRESHOLD
BOW BOTTOM OF WALL
BS BOTTOM OF STEP
CIP CAST IN PLACE
CMU CONCRETE MASONRY UNIT
CONC.CONCRETE
CONT CONTINUOUS
DEMO DEMOLITION
DI DRAIN INLET
DIST DISTANCE
DWG(S)DRAWING(S)
EOP EDGE OF PAVEMENT
EA EACH
EQ EQUAL
EX EXISTING
FG FINISHED GRADE
GAL GALLON
GC GENERAL CONTRACTOR
GEN GENERAL
HC HANDICAP
HOR HORIZONTAL
INCL INCLUDING/INCLUDED
LA LANDSCAPE ARCHITECT
LC LANDSCAPE CONTRACTOR
MAX MAXIMUM
MIN MINIMUM
MISC MISCELLANEOUS
NOM NOMINAL
O.C.ON CENTER
QTY QUANTITY
REIN REINFORCING
SECT SECTION
SIM SIMILAR
SPEC SPECIFICATION
SPP SPECIES
TEMP TEMPORARY
TOS TOP OF SLAB
TOW TOP OF WALL
TS TOP OF STEP
TYP TYPICAL
VERT VERTICAL
W/WITH
W/O WITHOUT
NO
R
T
H
CONTEXT MAP
NOT TO SCALE
121 W BLEEKER
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
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SHEET DESCRIPTION
L.0.00 cover page
L.0.01 demo plan
L.0.02 tree removal, mitigation & protection plan
L.0.03 overall site plan
L.0.04 remp/snowmelt plan
L.2.00 materials plan
L.3.00 planting + hydrozones plan
L.3.01 plant schedules + notes + water budget analysis
LIGHT exterior lighting plan
SHEET INDEX
LANDSCAPE
NOTES
L.0.001
GENERAL HARDSCAPE NOTES
·CONCRETE JOINTING SHALL BE AS INDICATED ON LAYOUT PLANS. THE JOINTING HAS BEEN
INTRICATELY DESIGNED, AND THE UTMOST CARE IS TO BE TAKEN TO ENSURE THAT THE
INTEGRITY OF THE DESIGN IS MAINTAINED THROUGHOUT THE INSTALLATION PROCESS.
·ALL PAVEMENT JOINTS ARE TO BE PARALLEL, PERPENDICULAR OR TANGENT TO ADJACENT LINES
UNLESS NOTED OTHERWISE. LAYOUT CURVILINEAR JOINTS AS INDICATED ON THE DRAWINGS FOR
APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
·ALL PAVEMENT SHALL BE STAKED IN THE FIELD USING DIMENSIONS AND LAYOUT GEOMETRY
INDICATED ON THE SITE LAYOUT PLANS OR AS INSTRUCTED AND APPROVED BY THE OWNER
PRIOR TO CONSTRUCTION. ALIGNMENT MAY BE ADJUSTED TO ACCOMMODATE EXISTING DRAIN
INLETS, MANHOLES, OR OTHER SITE ELEMENTS UPON APPROVAL OF THE LANDSCAPE ARCHITECT.
·CONTROL AND EXPANSION JOINT MODULE WIDTH MAY VARY TO ACHIEVE THE LAYOUT DEPICTED
ON THE PLANS. THE CONTRACTOR SHALL FIELD MEASURE AND IDENTIFY MODULAR WIDTHS THAT
ACHIEVE THE INTENT OF THE LAYOUT SHOWN ON THE PLAN. CONTRACTOR SHALL SUBMIT TO THE
OWNER OR OWNER'S REPRESENTATIVE A REDLINED PLAN SHOWING ANY REQUIRED CHANGES IN
JOINT LAYOUT PRIOR TO PLACEMENT. ALL CHANGES MUST BE APPROVED BY THE LANDSCAPE
ARCHITECT OR OWNER. EXPANSION JOINTS SHALL BE PROVIDED AS SHOWN ON THE PLANS AND
AT ALL INTERFACES.
·THE CONTRACTOR SHALL PROVIDE SAMPLE POURS OF ALL PAVING FOR APPROVAL BY THE
OWNER OR OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
SUBMIT SAMPLES OF ALL JOINT SEALANTS AND COLORS FOR APPROVAL BY THE OWNER OR
OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
·SEE SITE GRADING PLANS AND CIVIL ENGINEERING DRAWINGS FOR PAVEMENT ELEVATIONS.
MATCH GRADES WITH EXISTING CONDITIONS. VERIFY THAT THE PAVEMENT SURFACES BETWEEN
EXISTING AND NEW ARE FLUSH AND DO NOT CREATE A TRIPPING HAZARD.
·THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION OF ALL DRAIN
INLETS, CATCH BASINS, YARD DRAINS AND MANHOLES INDICATED ON THE PLANS. WHERE
POSSIBLE, DRAIN INLETS IN PAVEMENT SHALL BE LOCATED AT THE INTERSECTION OF PAVEMENT
JOINTS OR IN THE CENTER OF A PAVEMENT FIELD DEFINED BY THE PAVEMENT JOINT PATTERN
INDICATED ON THE DRAWINGS.
·SUBGRADE COMPACTION SHALL TAKE PLACE UNDER DRY CONDITIONS. ANY SOFT OR MUDDY
AREAS ARE TO BE EXCAVATED AND REFILLED WITH DRY SOIL OF THE SAME TYPE.
·ALL REINFORCEMENT (BARS, DOWELS AND/OR WIRE MESH) SHALL BE IN PLACE AND SECURED
PRIOR TO PLACING CONCRETE. WIRE MESH IS TO ULTIMATELY BE SECURED AT A DEPTH OF 1/2 OF
THE THICKNESS OF THE CONCRETE POUR. ALL MEANS NECESSARY TO ACHIEVE THIS ARE TO BE
UTILIZED BY THE INSTALLER.
·SLEEVES ARE TO BE IN PLACE PRIOR TO PLACEMENT OF THE CONCRETE.
·CONCRETE TO BE INSTALLED WHEN AIR TEMPERATURE IS BETWEEN 50°F AND 85°F. IF THE
TEMPERATURE IS PREDICTED TO EXCEED EITHER OF THESE LIMITS WITHIN 5 DAYS OF
INSTALLATION, CONCRETE SHALL NOT BE INSTALLED AT THAT TIME.
·ALL CONCRETE EXPOSED TO THE WEATHER SHALL CONTAIN 8% ENTRAINED AIR
·ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318, ACI 318.1 AND ACI 301. CONCRETE
TEST REPORTS SHALL BE MADE AVAILABLE TO THE LANDSCAPE ARCHITECT AT THE JOB SITE.
·CONTROL JOINTS ARE TO BE SAW CUT, AND ALL JOINTING IS TO BE RIGIDLY STRAIGHT.
·CONCRETE INSTALLER IS RESPONSIBLE FOR THE PROPER CURING OF THE CONCRETE FOR THE
SEVEN DAYS IMMEDIATELY AFTER INSTALLATION. THIS IS TO INCLUDE INSTALLATION OF
MOISTURE-RETAINING FABRIC, RE-WETTING OF THE FABRIC AS NEEDED. ON THE FINAL DAY OF
THE HEREIN DESCRIBED CURING PROCESS, A CURING COMPOUND IS TO BE APPLIED TO THE
CONCRETE AFTER REMOVAL OF THE PROTECTIVE FABRIC.
GENERAL SITE FURNISHINGS NOTES
THE CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS:
·ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR RECOMMENDATIONS FOR INSTALLATION,
METHODS, PROCEDURES AND MAINTENANCE.
·COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS INDICATING ALL DETAILS OF
FABRICATION AND INSTALLATION INCLUDING SIZES, SHAPES, FINISHES, COLORS, THICKNESS,
MATERIAL QUALITY AND ALL OTHER RELATED WORK APPLICABLE TO THE SITE FURNISHINGS.
·SUBMIT COLOR SAMPLES FOR APPROVAL.
·DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND LABELS INTACT IN CLEAN, DRY AND
PROTECTED LOCATIONS.
·STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID DAMAGE.
·ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE CONTRACTOR INCLUDING ORDERING,
SHIPPING, DELIVERY, UNPACKING, AND INSTALLING ACCORDING TO MANUFACTURER'S
SPECIFICATIONS.
·PRIOR TO INSTALLING, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER OR OWNER'S
REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND SHALL BE COMPLETELY
RESPONSIBLE FOR SHIPPING, UNPACKING, REMOVING PACKAGING, DISPOSING OF PALLET AND
PACKAGING MATERIALS, AND ALL HANDLING AFTER DELIVERY TO PLACE SITE FURNISHINGS IN
LOCATIONS DESIGNATED ON THE PLANS.
·ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY OWNER OR OWNER'S
REPRESENTATIVE PRIOR TO BEING PLACED ON SITE.
·ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE CONTRACTOR FREE OF DEFECTS,
CRACKS, CHIPS, STAINS AND SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON FINAL
PLACEMENT AND APPROVAL.
GENERAL NOTES
·THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT PRIOR TO BIDDING
THE WORK.
·EVERY EFFORT HAS BEEN MADE TO IDENTIFY AND VERIFY ALL EXISTING FACILITIES AND UTILITIES.
HOWEVER, SOME OF THIS INFORMATION MAY HAVE BEEN TAKEN FROM OLD DRAWINGS AND UTILITY
COMPANY MAPS PERTINENT TO THE SITE
·AS SUCH, INFORMATION RELATING TO LOCATIONS, SIZES, OR ELEVATION OF EXISTING FACILITIES
SHOULD BE CONSIDERED ONLY APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE APPROPRIATE REPRESENTATIVES OF UTILITY COMPANIES, OR
UTILITY LOCATE COMPANIES, A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK
WHICH MIGHT AFFECT UTILITY INSTALLATIONS AND TO SECURE FROM SUCH REPRESENTATIVE'S
INFORMATION AS TO ACCURATE LOCATION, SIZE AND TYPE OF SUCH INSTALLATIONS. THE
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR PROTECTION, REPAIR AND RELOCATION OF
ALL SUCH ITEMS ENCOUNTERED. SHOULD REPAIR OR REPLACEMENT BE REQUIRED, WORK SHALL
BE PERFORMED ACCORDING TO THE REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANY.
·CONTRACTOR WILL BE FULLY RESPONSIBLE FOR COORDINATING, IMPLEMENTING, MAINTAINING,
AND MEETING ALL REQUIREMENTS OF ALL PERMITS RELATED TO THE PROJECT.
·AT NO TIME SHALL MATERIALS BE SUBSTITUTED FOR THOSE SHOWN ON THE DRAWINGS UNLESS
WRITTEN APPROVAL IS OBTAINED FROM THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO
CONSTRUCTION. ANY DEVIATION FROM THE DRAWINGS AND SPECIFICATIONS SHALL BE
ACCOMPANIED BY A WRITTEN DIRECTIVE OF THE LANDSCAPE ARCHITECT.
·THE CONTRACTOR SHALL CONFINE ALL THE CONSTRUCTION WORK, STORAGE OF MATERIALS AND
ALL RELATED ACTIVITIES TO THE PUBLIC ROADWAYS, UTILITY EASEMENTS, OR CONSTRUCTION
AREAS DESIGNATED IN THE DRAWINGS. ACCESS AND EGRESS TO THE WORK AREA SHALL BE
MINIMIZED TO SPECIFIC POINTS.
·THE CONTRACTOR, AT HIS EXPENSE, SHALL PROVIDE ALL NECESSARY TEMPORARY FACILITIES FOR
HIS OWN CONVENIENCE OR TO MEET LOCAL, STATE OR FEDERAL REQUIREMENTS, INCLUDING, BUT
NOT LIMITED TO, POTABLE WATER, SANITARY WASTE FACILITIES, POWER, TELEPHONE, INTERNET,
ETC.
·THE CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING THE JOB SITE DURING AND AFTER
CONSTRUCTION. A CONTINUING EFFORT SHALL BE MADE THROUGH THE DURATION OF THE
CONTRACT TO KEEP ALL AREAS CLEAN AND FREE OF ALL RUBBISH, REMOVED VEGETATION,
CONSTRUCTION WASTE, EMPLOYEE WASTE, AND OTHER OBJECTIONABLE MATERIALS GENERATED
FROM THE PROJECT. WEEDS SHALL BE REMOVED IN DISTURBED AREAS PRIOR TO THEIR
PRODUCING SEED AND PRIOR TO FINISHED GRADING AND/OR LANDSCAPING INSTALLATION. ALL
MATERIALS AS PART OF THIS WORK SHALL BE DISPOSED OFF SITE IN AN ACCEPTABLE MANNER.
FINAL CLEAN-UP MUST BE APPROVED AND ACCEPTED BY THE OWNER OR OWNER'S
REPRESENTATIVE BEFORE THE CONTRACT MAY BE CONSIDERED COMPLETE.
·THE CONTRACTOR SHALL PROVIDE SUBMITTAL DATA SHOP DRAWINGS. SUBMITTALS SHALL BE
PROVIDED FOR ALL MATERIALS HAVING QUALITY OR DIMENSION REQUIREMENTS.
·THE CONTRACTOR SHALL AT ALL TIMES OBSERVE AND COMPLY WITH ALL FEDERAL, STATE AND
LOCAL LAWS, ORDINANCES AND REGULATIONS WHICH IN ANY MANNER AFFECT THE CONTRACT OR
WORK AND SHALL INDEMNIFY AND SAVE HARMLESS THE OWNER AND THE OWNER'S AGENTS
AGAINST ANY CLAIM ARISING FROM THE VIOLATIONS OF ANY SUCH LAWS, ORDINANCES AND
REGULATIONS, WHETHER BY THE CONTRACTOR OR HIS EMPLOYEES. IF THE CONTRACTOR
PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES OR
REGULATIONS, AND WITHOUT NOTICE TO THE LANDSCAPE ARCHITECT, HE SHALL BEAR ALL COSTS
ARISING THEREFROM.
·IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE A SUFFICIENT NUMBER OF PRE-CONSTRUCTION
PHOTOGRAPHS/VIDEOS TO RESOLVE ANY DISPUTES, WHICH MAY ARISE REGARDING THE
CONDITIONS PRIOR TO AND SUBSEQUENT TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
COPIES OF THE PRE-CONSTRUCTION PHOTOGRAPHS/VIDEOS TO THE OWNER OR OWNER'S
REPRESENTATIVE PRIOR TO THE START OF WORK. ANY POTENTIAL PROBLEMS SHOULD BE
IDENTIFIED AT THAT TIME.
·PROGRESS AND RECORD PHOTOGRAPHS/VIDEOS SHALL BE PROVIDED BY THE CONTRACTOR AS
APPROPRIATE TO RESOLVE ANY DISPUTES AND TO COMPLETELY DOCUMENT THE WORK
PERFORMED AS A SUPPLEMENT TO THE RECORD DRAWINGS. IN GENERAL, ANY
PHOTOGRAPHS/VIDEOS SHOULD BE SUFFICIENT TO SHOW THAT ALL WORK WAS PROPERLY
COMPLETED IN ACCORDANCE WITH THE PLANS
·THE CONTRACTOR SHALL SAFEGUARD, UNTIL ALL WORK EMBRACED BY THIS CONTRACT IS
FORMALLY ACCEPTED, ALL CONSTRUCTION, BOTH COMPLETE AND INCOMPLETE, AGAINST DAMAGE
AND DESTRUCTION, AND SHOULD DAMAGE RESULT, HE WILL BE REQUIRED TO RECONSTRUCT OR
REPAIR IT AT HIS EXPENSE IN A MANNER CONFORMING TO THE PLANS AND SPECIFICATIONS,
RECONSTRUCTION SHALL BE IN A MANNER SUITABLE TO THE LANDSCAPE ARCHITECT.
·THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP AND LAYOUT DRAWINGS, PRODUCT
DATA, SAMPLES, MATERIALS, MANUALS AND PLANS. APPROVAL BY THE CONTRACTOR DICTATES
THAT HE HAS VERIFIED ALL MATERIALS, FIELD MEASUREMENTS WITH THOSE SHOWN ON THE
DRAWINGS, AND SIMILAR ITEMS. APPROVAL ALSO INDICATES THAT THE CONTRACTOR HAS
COORDINATED INFORMATION CONTAINED IN THE SUBMITTAL WITH WORK REQUIREMENTS OF ALL
TRADES AND WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR'S SUBMISSIONS TO THE
LANDSCAPE ARCHITECT SHALL BE TIMELY SO AS TO NOT DELAY THE WORK
·REVIEWED SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR WITH THE LANDSCAPE
ARCHITECT'S COMMENTS, IF ANY. THE LANDSCAPE ARCHITECT'S REVIEW IS FOR GENERAL
CONFORMANCE WITH THE CONTRACT DOCUMENTS ONLY AND ALL WORK IS STILL SUBJECT TO THE
DETAILED REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE LANDSCAPE ARCHITECT'S REVIEW
IS TO HELP THE CONTRACTOR FIND OR DISCOVER ERRORS AND OMISSIONS. THE LANDSCAPE
ARCHITECT'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE OBLIGATION AND
RESPONSIBILITY TO COORDINATE AND PLAN THE DETAILS OF THE WORK AND FULFILL THE INTENT
AND PURPOSE OF THE CONTRACT. THE LANDSCAPE ARCHITECT'S REVIEW SHALL NOT RELIEVE
THE CONTRACTOR OF THE RESPONSIBILITY FOR ACCURACY, PROPER FIT OR PROPER
FUNCTIONING AND PERFORMANCE OF THE WORK.
·THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF THE
COMPLETE CONSTRUCTION WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SHALL
INCLUDE ANY AND ALL WORK REQUIRED TO COMPLETE THE PROJECT. SHOULD THERE BE A NEED
TO DEVIATE FROM THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL SUBMIT WRITTEN DETAILS,
COMPARISONS WITH THE CONTRACT REQUIREMENTS, REASONS FOR ALL CHANGES, AN
EXPLANATIONS AS TO WHY THE PROPOSED CHANGE IS EQUAL OR BETTER THAN THE CONTRACT
REQUIREMENT AND ANY REDUCTION OR INCREASE IN COST FOR THE CHANGE TO THE OWNER OR
OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE MAKING SUCH CHANGES. ALL EXTRA COSTS
TO MAKE THE CHANGES SHALL BE BORNE BY THE CONTRACTOR. IN THE EVENT OF VARYING
INTERPRETATIONS OF THE CONTRACT DOCUMENTS, THE LANDSCAPE ARCHITECT'S
INTERPRETATION SHALL GOVERN
GENERAL PLANTING NOTES:
·ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH HIS/HER WORK.
·THE WORK CONSISTS OF THE PROVISION OF ALL MATERIALS AND WORK AS CALLED FOR ON THE
LANDSCAPE PLANS AND AS HEREIN SPECIFIED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO,
THE FURNISHING OF ALL LABOR, EQUIPMENT, WATER, ELECTRICITY, EQUIPMENT AND ALL MATERIALS
CALLED FOR AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE
INSTALLATION. FURTHER, THE WORK SHALL INCLUDE MAINTAINING OF ALL PLANTS AND PLANTING
AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE AND FULFILLING ALL
GUARANTEE PROVISIONS. THE LANDSCAPE CONTRACTOR SHALL ASSIGN A QUALIFIED PROJECT
MANAGER AND FIELD SUPERVISOR TO WORK DIRECTLY WITH THE LANDSCAPE ARCHITECT AND
SUPERVISE THE WORK AT ALL TIMES THROUGH FINAL ACCEPTANCE BY THE OWNER OR OWNER'S
REPRESENTATIVE.
·THE CONTRACTOR SHALL REMOVE ALL BASE AND PAVEMENT MATERIALS AND OTHER CONSTRUCTION
DEBRIS FROM LANDSCAPE AREAS AND GRADE THESE AREAS IN PREPARATION FOR LANDSCAPE
WORK.
·PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE
SPECIFIED PLANT MATERIALS AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO
REVIEW AND MUTUALLY FIELD TAG AGREED UPON PLANT MATERIALS AT LEAST 2 WEEKS PRIOR TO
PROCUREMENT AND DELIVERY TO THE JOB SITE. THE LANDSCAPE ARCHITECT MAY ALLOW SAMPLES
OF SHRUBS AND GROUNDCOVER TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR IN LIEU OF FIELD
VISITS.
·ALL PLANT MATERIAL SHALL MEET OR EXCEED THE AMERICAN STANDARDS FOR NURSERY STOCK AS
ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN AND APPROVED BY THE AMERICAN
NATIONAL STANDARDS INSTITUTE INC. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. ALL
CONTAINER AND TREE CALIPER SIZES ARE MINIMUM. CONTAINER OR CALIPER SIZE MAY BE INCREASED
IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED.
·ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL AT THE JOB SITE BY THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION. WHEN DELIVERED PLANT MATERIAL DOES NOT COMPLY WITH
THE REQUIREMENTS, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT SUCH PLANTS
AND REQUIRE THE LANDSCAPE CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE
SPECIFIED MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. THE LANDSCAPE
CONTRACTOR SHALL REMOVE REJECTED PLANTS AND MATERIALS FROM THE PLANTING SITE WITHIN
48 HOURS AND REPLACE WITH ACCEPTABLE MATERIALS.
·NO PLANT SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE
LANDSCAPE ARCHITECT. IF SPECIFIED PLANT MATERIALS ARE NOT AVAILABLE, IDENTIFY THE EXTENT
AND QUANTITY IN WRITING TOGETHER WITH A RECOMMENDED SUBSTITUTION THAT MEETS OR
EXCEEDS THE INITIAL REQUIREMENT.
·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS
REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS.
·THE LANDSCAPE CONTRACTOR SHALL TEST PROJECT SOILS TO VERIFY THAT THE SOILS ON-SITE ARE
ACCEPTABLE FOR PROPER GROWTH OF PLANT MATERIALS AND ADEQUATE DRAINAGE IN PLANT BEDS
AND PLANTERS. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LOCATION AND
PROCUREMENT OF EXISTING ON-SITE SOIL SAMPLES WITH THE LANDSCAPE ARCHITECT.
REPRESENTATIVE SAMPLES SHALL BE SUBMITTED TO A CERTIFIED TESTING LABORATORY FOR
ANALYSIS. THE FINDINGS, TOGETHER WITH RECOMMENDATIONS FOR AMENDING THE SOILS SHALL BE
REVIEWED AND APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE AND LANDSCAPE
ARCHITECT PRIOR TO DELIVERY AND INSTALLATION OF PLANT MATERIALS AT THE JOB.
·THE LANDSCAPE CONTRACTOR SHALL ENSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS
AND PLANTERS. VERTICAL DRILLING THROUGH HARDPAN AND COMPACTED FILL SHALL BE
ACCOMPLISHED TO ENSURE DRAINAGE.
·ALL PLANTING BEDS SHALL BE STAKED IN ACCORDANCE WITH THE PLANS AND APPROVED BY THE
LANDSCAPE ARCHITECT PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL PROVIDE STAKES
OR IRRIGATION FLAGS TO LOCATE THE EDGES OF ALL SHRUB AND GROUNDCOVER PLANT BEDS AND
INDIVIDUAL TREES. THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL PLANT BED
OUTLINES AND INDIVIDUAL TREES AND OBTAIN THE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO
DELIVERY AND INSTALLATION OF THE PLANT MATERIAL. IF EXISTING CONDITIONS DO NOT ALLOW THE
DESIGN TO BE LAID OUT AS SHOWN, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
·THE PLANT QUANTITIES SHOWN ON THE SCHEDULE PLANT LIST ARE FOR THE CONVENIENCE OF THE
LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR
CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK.
·THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SEED WORK IN THE FIELD. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SEED IN THE AREAS SHOWN ON THE PLAN IN
SUFFICIENT QUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL SEED REQUIRED WILL BE ADJUSTED
BASED ON A SQUARE FOOTAGE UNIT PRICE. AREAS TO BE SEEDED SHALL BE AMENDED PER SOILS
REPORT TO PROVIDE REQUIRED NUTRIENTS AND SOIL PH OF BETWEEN 6.0 AND 7.0.
·THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS, SPACED AS SPECIFIED ON THE
PLANT LIST/SCHEDULE. WHEN INSTALLING SHRUBS IN PLANTING BEDS, SPACING OF MATERIAL SHALL
TAKE PRECEDENCE OVER QUANTITY OF MATERIALS INDICATED FOR PLANTING AREAS. NOTIFY THE
LANDSCAPE ARCHITECT IF SUCH SITUATIONS ARISE. SHRUB AND GROUNDCOVER SPACING IS
GENERALLY INDICATED ON THE PLANT LIST FOR ALL `MASS PLANTINGS'. ACCENT SHRUBS AND TREES
THAT ARE NOT PART OF MASS PLANTINGS SHALL BE SPACED AS SHOWN ON THE PLANS.
·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION
OF ALL INSTALLED PLANT MATERIALS AND REPLACING ANY DAMAGED PLANT MATERIAL. WITH PLANTS
OF EQUAL KIND, SIZE AND CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO CHAINS OR
CABLES SHALL BE USED WHEN INSTALLING PLANT MATERIALS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER, AND TO
REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO INADEQUATE GUYING OR STAKING, AT NO
ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL REMOVE ALL STAKING MATERIALS AT
THE END OF THE WARRANTY PERIOD AND DISPOSE OFFSITE.
GENERAL GRADING NOTES
·THE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL EARTHWORK AND SITE GRADING
NECESSARY TO ACHIEVE THE FINISHED GRADES NOTED ON THE GRADING PLANS ACCORDING TO
THE CIVIL PLANS.
·NUMEROUS UNDERGROUND UTILITIES, CONDUIT, SLEEVES, DRAINAGE PIPES, ETC., HAVE BEEN
PREVIOUSLY INSTALLED OR SCHEDULED FOR FUTURE INSTALLATION BY OTHERS. CONTRACTOR
SHALL COORDINATE AND WORK CLOSELY WITH OTHER CONTRACTORS, TRADES, AND THE OWNER
TO AVOID DAMAGE TO THESE UNDERGROUND AND AT GRADE ELEMENTS. ANY DAMAGES SHALL BE
REPORTED IMMEDIATELY TO THE OWNER OR OWNER'S REPRESENTATIVE.
·FINISHED GRADE IN PLANTING BED AREAS SHALL BE 1" TO 2" BELOW THE FINISHED ELEVATIONS
SHOWN FOR ALL HARDSCAPE SURFACES (SEE DETAILS FOR VARYING CONDITIONS).
·ALL UTILITIES, SLEEVES, MANHOLES, OUTFALL STRUCTURES, SWALES, AND OTHER STRUCTURES
OR TOPOGRAPHICAL FEATURES SHALL BE FIELD STAKED AND VERIFIED PRIOR TO
CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY EXISTING UTILITY WHICH NEEDS
TO BE RAISED TO MATCH FINISHED GRADES SHOWN IN THE DRAWINGS.
·ALL FILL REQUIRED SHALL BE CLEAN, WELL DRAINING SOIL. FILL SHALL BE CLEAN AND FREE OF
ALL MATERIAL HARMFUL TO PLANT GROWTH AND DELETERIOUS MATERIAL SUCH AS ROCKS
(LARGER THAN 2" DIA.), COMPACTED CLAY, ROAD BED OR SURFACING MATERIAL, MUCK, ROOTS,
BRANCHES, ETC.
·ALL PAVEMENT AND LANDSCAPE AREAS OF THE PROJECT SHALL POSITIVELY DRAIN TO DRAINAGE
STRUCTURES INDICATED ON THE SITE GRADING AND CIVIL ENGINEERING PLANS.
·THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPE
STABILIZATION BY OWNER-APPROVED MEANS.
·CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY FENCES, BARRICADES, AND
SEDIMENT CONTROL DEVICES AS WELL AS MAINTAIN AND REPAIR ANY DAMAGE WHICH MAY
IMPEDE THEIR EFFECTIVENESS AND AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
·ANY LIMITS OF WORK ABUTTING JURISDICTIONAL BOUNDARIES OR EXISTING WATER BODIES
SHALL BE VERIFIED IN THE FIELD AND APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE.
·THE CONTRACTOR SHALL CONTROL FUGITIVE DUST ORIGINATING ON THE PROJECT BY WATERING
OR OTHER METHODS AS REQUIRED.
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
1
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G
G
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G
G
G
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T
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SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
SD
SD
S
D
SD
SD
WS WS WS WS
WS
WS WS WS
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T
78
9
3
78
9
4
7
8
9
4
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7894
78
9
5
7895
78
9
3
7894
7895
78
9
5
DEMOLITION
PLAN
L.0.01
GENERAL DEMOLITION NOTES
·THE CONTRACTOR, PRIOR TO BEGINNING ANY UNDERGROUND EXCAVATION,
DIGGING, BORING, PILE DRIVING, BLASTING, OR PLANTING, MUST FIRST OBTAIN AN
EXCAVATION PERMIT. THE CONTRACTOR SHALL COMPLY WITH FL 77 153 REGARDING
NOTIFICATION OF EXISTING GAS AND OIL PIPELINE COMPANY OWNERS AND SHALL
NOTIFY "UNCLE" AT 1-800-432-4770 PRIOR TO EXCAVATION. EVIDENCE OF SUCH
NOTICE SHALL BE FURNISHED TO THE OWNER PRIOR TO EXCAVATING. THE
CONTRACTOR SHALL COORDINATE FULLY WITH THE OWNER'S REPRESENTATIVE
FOR ALL EXCAVATION PERMITS AND NOTIFICATION NECESSARY PRIOR TO INITIATING
ALL WORK.
·UTILITY LINES SHALL BE DEMOLISHED AND REMOVED OR LEFT IN PLACE AS
REQUIRED BY THE APPLICABLE UTILITY COMPANY AND LOCAL REQUIREMENTS. ANY
CONDUITS THAT ARE LEFT IN PLACE SHALL HAVE ENDS SECURELY CAPPED.
·THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE
PLANS IS APPROXIMATE AND REFLECTS THE BEST AVAILABLE INFORMATION AND IS
GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER
ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF
DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE
LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT
ON THE PLANS.
·THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND UTILITIES. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER
OR OWNER'S REPRESENTATIVE.
·TEMPORARY CONSTRUCTION FENCE(S) SHALL BE STAKED FOR LOCATION BEFORE
CONSTRUCTION. A WALK-THROUGH BY THE CONTRACTOR AND OWNER SHALL BE
CONDUCTED TO CONFIRM THE LOCATION. AN INSPECTION OF THIS TREE
PROTECTION FENCING IS ALSO A REQUIREMENT OF THE ASPEN PARKS
DEPARTMENT. CALL 970.920.5120 FOR AN INSPECTION APPOINTMENT.
0'5'10'
SCALE: 1"=5'
NORTH
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
1
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E
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T
B
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E
K
E
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AS
P
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,
C
O
,
8
1
6
1
1
0,0,0
LA
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E
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35
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9
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5
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5
4
5
7
EXIST. ASPEN TREES ON
NEIGHBORING PROPERTY
EXISTING WOOD DECK
& HOT TUB TO BE
REMOVED
TYP. PROPOSED TREE
TO BE REMOVED - SEE
L.0.02
CONCRETE WALKWAY
TO BE REMOVED
CONCRETE PATIO TO
BE DEMOLISHED
OUTLINE OF
PROPOSED HOUSE
OUTLINE OF
PROPOSED HOUSE
BASEMENT EXTENTS
EXISTING WALKWAY
ALIGNMENT TO REMAIN.
EXIST. CONC. TO BE
REMOVED AND REPLACED
W/ GREY CONC. PER HPC
GUIDELINES
WINDOW WELL
EXIST. SOD IN
ROW TO
REMAIN OR BE
REPLACED IF
DAMAGED
CONCRETE IN
COURTYARD TO BE
DEMOLISHEDBOULDERS TO BE
REMOVED
UTILITY
PEDESTALS TO BE
RELOCATED - SEE
CIVIL
CONCRETE GARAGE
APRON TO BE
DEMOLISHED
SCALLOPED FENCE TO
REMAIN
WROUGHT IRON
FENCE TO REMAIN
WOOD FENCE W/
BRICK COLUMNS
TO REMAIN
SCULPTURE TO BE
REMOVED AND STORED
BY OWNER
SCULPTURE TO BE
REMOVED AND STORED
BY OWNER
TRASH ENCLOSURE TO
BE DEMOLISHED
SECTION OF FENCE TO
BE DEMOLISHED
MAILBOX TO
REMAIN
LIGHT FIXTURE & POLE TO
BE REMOVED AND PLACED
BY NEW TRASH
ENCLOSURE - SEE LIGHT
EXIST. UTILITIES
SEE CIVIL FOR
DEMO.
SCULPTURE TO BE
REMOVED AND STORED
BY OWNER
UTILITY
PEDESTALS TO BE
RELOCATED - SEE
CIVIL
OUTLINE OF EXISTING
HOUSE TYP. PATH LIGHT TO BE
REMOVED
TYP. TREE PROTECTION
FENCING
EXIST. SOD IN
ROW TO
REMAIN OR BE
REPLACED IF
DAMAGED
EXIST. LILACS TO
REMAIN
ALL PERENNIALS
IN R.O.W. TO
REMAIN OR BE
RELOCATED AND
REPLANTED
PROPOSED
TRASH
ENCLOSURE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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TV
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SL
SL
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TV TV
TV
TV
TV
TV
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TV
TVTVTVTV
E
E
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E
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E
E
E
E
E
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E
E E
E E E E E
E
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G
G
G
G
G
G
G
G
E
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SD
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
S
D
SD
SD
SD
SD
WS WS WS WS
WS
WS WS WS
E
T
78
9
4
7
8
9
4
7894
7894
78
9
5
7895
78
9
3
7894
7895
78
9
5
TREE REMOVAL
MITIGATION +
PROTECTION
PLAN
L.0.02
TREE REMOVAL + PROTECTION NOTES
·TREES MAY EXIST THAT ARE NOT SHOWN ON THE SURVEY. PROTECT ALL TREES TO
THE FURTHEST EXTENT OF THE DRIP LINE WITHIN THE LIMIT OF WORK AT ALL TIMES
PER THE SPECIFICATIONS.
·THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PARKS DEPARTMENT TO
INSPECT THE TREE PROTECTION FENCING PRIOR TO STARTING WORK.
·CONTACT THE CITY OF ASPEN PARKS DEPARTMENT TO REVIEW THE HEALTH AND
WATERING SCHEDULE OF ALL TREES WITHIN THE LIMIT OF WORK PRIOR TO
CONSTRUCTION.
·ALL TREES TO BE REMOVED ARE TO BE IDENTIFIED WITH ORANGE FLAGGING TAPE &
REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL.
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
1
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E
E
K
E
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AS
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N
,
C
O
,
8
1
6
1
1
0,0,0
LA
N
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S
C
A
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E
A
R
C
H
I
T
E
C
T
U
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E
▪ L
A
N
D
P
L
A
N
N
I
N
G
35
0
M
A
R
K
E
T
S
T
R
E
E
T
|
S
U
I
T
E
3
0
7
|
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A
S
A
L
T
|
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O
|
8
1
6
2
1
WW
W
.
C
O
N
N
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C
T
O
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E
D
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S
I
G
N
.
C
O
M
|
9
7
0
.
3
5
5
.
5
4
5
7
0'5'10'
SCALE: 1"=5'
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
NORTH
EXIST. ASPEN TREES ON
NEIGHBORING PROPERTY
TREE PROTECTION
FENCING
TREE PROTECTION
ZONE
TREE PROTECTION
FENCING
TREE PROTECTION
ZONE
1 2 3 4
8
OUTLINE OF
PROPOSED HOUSE
PORCH
5
6
7
9
10
11
12
1314
15
16
17
18
PROTECT ROW OF
LILACS
TREE REMOVAL SCHEDULE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G
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TV
TV
TV
TV
T
V
T
V
T
V
T
V
TV
TV
TV
TV
TV
SL
SL
TV
TV
TV
TV
TV
TV
T
V
TV TV
TV
TV
TV
TV
TV
TV
TVTVTVTV
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E E E E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
E
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WS WS WS WS
WS
WS WS WS
E
T
78
9
4
78
9
4
7
8
9
4
7894
7894
78
9
5
7895
78
9
3
7894
7895
78
9
5
GE
CU-1CU-2CU-3CU-4CU-5
OVERALL
SITE
PLAN
L.0.03
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
1
W
E
S
T
B
L
E
E
K
E
R
AS
P
E
N
,
C
O
,
8
1
6
1
1
0,0,0
LA
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
▪ L
A
N
D
P
L
A
N
N
I
N
G
35
0
M
A
R
K
E
T
S
T
R
E
E
T
|
S
U
I
T
E
3
0
7
|
B
A
S
A
L
T
|
C
O
|
8
1
6
2
1
WW
W
.
C
O
N
N
E
C
T
O
N
E
D
E
S
I
G
N
.
C
O
M
|
9
7
0
.
3
5
5
.
5
4
5
7
0'5'10'
SCALE: 1"=5'
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
NORTH
VEGETATED
BUFFER TO REMAIN
PROTECT ROW OF
LILACSGRAVEL TO MATCH
ALLEYWAY
GRAVEL TO MATCH
ALLEYWAY
CONC. APRON
PORCELAIN TILE
TERRACE
LIGHT WELL
EXISTING FENCE
TO REMAIN
EXISTING FENCE
TO REMAIN
EXISTING WALKWAY
ALIGNMENT TO BE
REDUCED TO 3' EXIST.
CONC. TO BE REMOVED
AND REPLACED W/ GREY
CONC. PER HPC
GUIDELINES
NEW DUMPSTER
ENCLOSURE. 32 SF
MAX, 5'-2" HEIGHT MAX
TYP. HVAC UNITS
SOD
SOD
LIGHT WELL
2' WIDE SECONDARY
PATHWAY - RANDOM
FLAGSTONE STEPPERS
NEW GATE
TYP. PEBBLE
DRY ZONE
2' WIDE SECONDARY
PATHWAY- CONCRETE
LIMIT OF
BASEMENT
LIMIT OF
BASEMENT
TYP. EXIST.
TREE TRUNK
TYP. EXIST.
TREE TRUNK
TYP. EXIST.
TREE TRUNK
EXTENT OF
EXISTING
WALKWAY
SEE DEMO PLAN
NOTES FOR EXIST.
PERENNIALS & SOD
SEE DEMO PLAN
NOTES FOR EXIST.
PERENNIALS & SOD
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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TV
TV
TV
T
V
T
V
T
V
T
V
TV
TV
SL
SL
TV
TV
TV
TV
TV
TV
T
V
TV TV
TV
TV
TV
TV
TV
TV
TVTVTVTV
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E E E E
E
E
E
E
E
G
G
G
G
G
E
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WS WS WS WS
WS
WS WS WS
E
T
78
9
4
7
8
9
4
7894
7894
78
9
5
78
9
3
7894
7895
GE
CU-1CU-2CU-3CU-4CU-5
SS
SS
SS
DN
121 STAIR / ELEVATOR
MASTER HALLWAY
U-206
ELEVATOR
U-205
ORTAL (2 SIDED)
BUILT IN FIREPLACE
ROOF DECK-MASTER
U-214
MASTER CLOSET A
U-207
MASTER BEDROOM
SUITE
U-210
MASTER BATHROOM
U-211
MASTER OFFICE
U-209
M-212
TOILET
M-213
WASH
20
T
@
1
1
"
(
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f
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)
21
R
@
6
-
3
/
4
"
=
1
1
'
-
9
3
/
4
"
T.O. F.F. Master Deck
ELEV - 111'-11 1/2" (V.I.F.)
T.O. Plwd. Master Deck / Garage
ELEV - 111'-5 1/4" (V.I.F.)
T.O. F.F. Upper / Mater Suite Level
ELEV - 112'-3/4" (V.I.F.)
T.O. Plwd. Upper Level
ELEV - 111'-9 3/4" (V.I.F.)
STACKED
W/D
GE
SNOWMELTED AREA
TAKEOFF: 1,116 SF
HOT TUB
TAKEOFF: 51 SF
SNOWMELT REMP SCHEDULE
R.E.M.P /
SNOWMELT
PLAN
L.0.04
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
1
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.
C
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M
|
9
7
0
.
3
5
5
.
5
4
5
7
0'5'10'
SCALE: 1"=5'
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
NORTH
211 sf
361 sf
139 sf
103 sf
280 sf
PACKAGED HOT TUB
SURFACE AREA: 51 SF
4'-0"
MASTER BED TERRACE
22 sf
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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TV
TV
TV
TV
T
V
T
V
T
V
T
V
TV
TV
T
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SL
SL
TV
TV
TV
TV
TV
TV
T
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TV
TV
TV
TV
TV
TV
TVTVTVTV
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E E E E
E
E
E
E
E
G
G
G
G
G
G
E
WS WS WS WS
WS
WS WS WS
E
T
78
9
4
7894
7894
78
9
5
7895
7
8
9
3
7894
7895
GE
CU-1CU-2CU-3CU-4CU-5
DN
121 STAIR / ELEVATOR
MASTER HALLWAY
U-206
ELEVATOR
U-205
ORTAL (2 SIDED)
BUILT IN FIREPLACE
ROOF DECK-MASTER
U-214
MASTER CLOSET A
U-207
MASTER BEDROOM
SUITE
U-210
MASTER BATHROOM
U-211
MASTER OFFICE
U-209
M-212
TOILET
M-213
WASH
20
T
@
1
1
"
(
l
a
n
d
i
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g
s
v
.
i
.
f
.
)
21
R
@
6
-
3
/
4
"
=
1
1
'
-
9
3
/
4
"
T.O. F.F. Master Deck
ELEV - 111'-11 1/2" (V.I.F.)
T.O. Plwd. Master Deck / Garage
ELEV - 111'-5 1/4" (V.I.F.)
T.O. F.F. Upper / Mater Suite Level
ELEV - 112'-3/4" (V.I.F.)
T.O. Plwd. Upper Level
ELEV - 111'-9 3/4" (V.I.F.)
STACKED
W/D
GE
SYMBOL DESCRIPTION QTY
LIGHT GREY CONCRETE 468 SF
PORCELAIN TILE - ASHLAR PATTERN 899 SF
DECORATIVE PEBBLE 367 SF
GRAVEL TO MATCH ALLEYWAY 477 SF
REFERENCE NOTES SCHEDULE
MATERIALS
PLAN
L.2.00
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
1
W
E
S
T
B
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K
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AS
P
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N
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C
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8
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|
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|
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|
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C
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M
|
9
7
0
.
3
5
5
.
5
4
5
7
0'5'10'
SCALE: 1"=5'
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
NORTH
TYP. SAW CUT
CONTROL JOINT
GRAVEL TO MATCH
ALLEYWAY
PORCELAIN TILE
TERRACE
LIGHT WELL
EXISTING FENCE
TO REMAIN
NEW DUMPSTER
ENCLOSURE. 32 SF
MAX, 5'-2" HEIGHT MAX
TYP. HVAC UNITS
LIGHT WELL
2' WIDE DECOMPOSED
GRANITE PATHWAY
TYP. PEBBLE
DRY ZONE
GRAVEL TO MATCH
ALLEYWAY
NEW GATE
NEW FENCE
SECTION @ EXIST.
GATE TO MATCH
EXISTING
TYP. LIGHT -
SEE LIGHTING
PLAN
TYP. LIGHT -
SEE LIGHTING
PLAN
PORCELAIN TILE
DECK
BULLFROG M9
PACKAGED HOT TUB
38" H
HANDRAIL
X6 RISERS @ 6.33"
MOSO FUSED BAMBOO
WOOD SURROUND -
18" LOWER THAN TOP
OF HOT TUB
EXISTING
WROUGHT IRON
FENCE & GATE
TO REMAIN
EXIST.
MAILBOX TO
REMAIN
MASTER BED TERRACE
EXISTING WALKWAY ALIGNMENT
TO BE REDUCED TO 3' EXIST.
CONC. TO BE REMOVED AND
REPLACED W/ GREY CONC. PER
HPC GUIDELINES
2' WIDE SECONDARY
PATHWAY - RANDOM
FLAGSTONE STEPPERS
2' WIDE SECONDARY
PATHWAY- CONCRETE
EXTENT OF
EXISTING
WALKWAY
CONC. APRON
LIMIT OF
BASEMENT
LIMIT OF
BASEMENT
MOSO FUSED BAMBOO
LANDING. FLUSH W/
TOP OF HOT TUB
SLOT DRAIN -
SEE CIVIL
SLOT DRAIN -
SEE CIVIL
SLOT DRAIN - SEE CIVIL
SLOT DRAIN- SEE CIVIL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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TV
TV
TV
T
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T
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T
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TV
TV
TV
TV
SL
SL
TV
TV
TV
TV
TV
TV
T
V
TV TV
TV
TV
TV
TV
TV
TV
TVTVTVTV
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E E E E
E
E
E
E
E
G
G
G
G
G
G
G
G
E
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WS WS WS WS
WS
WS WS WS WS
E
T
78
9
3
78
9
4
7
8
9
4
7894
7894
78
9
5
7895
78
9
3
7894
7895
78
9
5
GE
CU-1CU-2CU-3CU-4CU-5
5
JS 5
CC
1
AX
1
UP
1
AX
1
MS1
MS
5
CC
3
PP2
PLANTING +
HYDROZONES
PLAN
L.3.00
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
1
W
E
S
T
B
L
E
E
K
E
R
AS
P
E
N
,
C
O
,
8
1
6
1
1
0,0,0
LA
N
D
S
C
A
P
E
A
R
C
H
I
T
E
C
T
U
R
E
▪ L
A
N
D
P
L
A
N
N
I
N
G
35
0
M
A
R
K
E
T
S
T
R
E
E
T
|
S
U
I
T
E
3
0
7
|
B
A
S
A
L
T
|
C
O
|
8
1
6
2
1
WW
W
.
C
O
N
N
E
C
T
O
N
E
D
E
S
I
G
N
.
C
O
M
|
9
7
0
.
3
5
5
.
5
4
5
7
0'5'10'
SCALE: 1"=5'
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
NORTH
PROTECT ROW OF
LILACS
SOD
SOD
SOD
SOD
SEE L.3.01 FOR SCHEDULES & NOTES
SEE DEMO PLAN
NOTES FOR EXIST.
PERENNIALS & SOD
SEE DEMO PLAN
NOTES FOR EXIST.
PERENNIALS & SOD
TREES CODE BOTANICAL / COMMON NAME CONT CAL HEIGHT QTY
AX ACER X FREEMANII / FREEMAN MAPLE B&B 3 IN.2
JS JUNIPERUS SCOPULORUM 'SKYROCKET' / SKYROCKET JUNIPER 20 GAL 7 FT.5
MS MALUS X 'SPRING SNOW' / SPRING SNOW CRABAPPLE B&B 2.5 IN.1
PP2 POPULUS TREMULOIDES 'NE ARB' TM / PRAIRIE GOLD QUAKING ASPEN B&B 3 IN.3
UP ULMUS X 'PIONEER' / PIONEER ELM B&B 3 IN.1
SHRUBS CODE BOTANICAL / COMMON NAME CONT WATER USE
CC CORNUS STOLONIFERA 'SMNCSBD' TM / ARCTIC FIRE YELLOW DOGWOOD 10 GAL 10
GROUND COVERS CODE BOTANICAL / COMMON NAME QTY
SOD 1,021 SF
FW FESTUCA X 'ECO-LAWN' / ECO-LAWN FESCUE 1,021 SF
PERENNIAL BED EXISTING/PROPOSED 2,023 SF
AM ALCHEMILLA MOLLIS / LADY'S MANTLE 2,023 SF
AY AQUILEGIA CHRYSANTHA 'YELLOW QUEEN' / YELLOW QUEEN GOLDEN COLUMBINE 2,023 SF
AC AQUILEGIA X 'CRIMSON STAR' / CRIMSON STAR COLUMBINE 2,023 SF
BM BRUNNERA MACROPHYLLA / SIBERIAN BUGLOSS 2,023 SF
BA BRUNNERA MACROPHYLLA 'ALEXANDER'S GREAT' / ALEXANDER'S GREAT SIBERIAN BUGLOSS 2,023 SF
BRUNNERA MACROPHYLLA 'ALEXANDER'S GREAT' / ALEXANDER'S GREAT SIBERIAN BUGLOSS 2,023 SF
CS CAMPANULA GLOMERATA 'SUPERBA' / SUPERBA CLUSTERED BELLFLOWER 2,023 SF
CP CAMPANULA PERSICIFOLIA 'ALBA' / WHITE PEACH-LEAF BELLFLOWER 2,023 SF
CT CERASTIUM TOMENTOSUM / SNOW IN SUMMER 2,023 SF
CF CLEMATIS FREMONTII / FREMONT'S CLEMATIS 2,023 SF
CA CROCOSMIA AUREA / GOLDEN CROCOSMIA 2,023 SF
DS DICENTRA SPECTABILIS / BLEEDING HEART 2,023 SF
DC DRYOPTERIS AFFINIS 'CRISPA GRACILLIS' / MALE FERN 2,023 SF
DF DRYOPTERIS FILIX-MAS / MALE FERN 2,023 SF
FV FILIPENDULA VULGARIS / MEADOWSWEET 2,023 SF
GJ GERANIUM X 'JOHNSON'S BLUE' / JOHNSON'S BLUE GERANIUM 2,023 SF
HF HEMEROCALLIS FULVA / ORANGE DAYLILY 2,023 SF
HF2 HOSTA FORTUNEI 'FRANCEE' / FORTUNE'S HOSTA 2,023 SF
HT HOSTA TARDIANA 'BLUE MOON' / PLANTAIN LILY 2,023 SF
HH2 HOSTA UNDULATA 'HALCYON' / VARIEGATED HOSTA 2,023 SF
HI HOSTA X 'DEJA BLU' / DEJA BLU HOSTA 2,023 SF
HOSTA X 'DEJA BLU' / DEJA BLU HOSTA 2,023 SF
LP LAMIUM MACULATUM 'PINK PEWTER' / PINK PEWTER DEAD NETTLE 2,023 SF
LW LAMIUM MACULATUM 'WHITE NANCY' / WHITE NANCY DEAD NETTLE 2,023 SF
LN LYSIMACHIA NUMMULARIA / CREEPING JENNY 2,023 SF
MV MATTEUCCIA STRUTHIOPTERIS PENSYLVANICA / OSTRICH FERN 2,023 SF
MK MONARDA X 'KARDINAL' / KARDINAL BEE BALM 2,023 SF
PN PAEONIA X 'WHITE TOWERS' / WHITE TOWERS PEONY 2,023 SF
PO PAPAVER ORIENTALE / ORIENTAL POPPY 2,023 SF
PP PHLOX PANICULATA 'WHITE FLAME' / GARDEN PHLOX 2,023 SF
SM SALVIA NEMOROSA 'MAY NIGHT' / MAY NIGHT SAGE 2,023 SF
PLANT SCHEDULE
PLANT
SCHEDULES
NOTES + WATER
BUDGET ANALYSIS
L.3.01
PLANTING NOTES
·THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING VEGETATION AS
REQUIRED AND PREPARING PLANTING AREAS PRIOR TO INSTALLATION OF PLANT MATERIALS.
·ALL PROPOSED TREES SHALL BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OUT OF PLANTING
BEDS. PLANTING BED OUTLINES SHALL NOT BE OBSTRUCTED AND SHALL BE SMOOTH AND FLOWING.
IF TREES ARE LOCATED OUTSIDE PLANTING BEDS IN SOD AREAS, MAINTAIN A MINIMUM 3' WIDE
OFFSET TO ALLOW FOR MOWERS TO MANEUVER.
·THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE
CONVENIENCE OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE
ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK.
·THE LANDSCAPE CONTRACTOR SHALL VERIFY THE EXTENT OF SOD WORK IN THE FIELD. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GRASS SOD IN THE AREAS SHOWN ON THE
PLAN IN SUFFICIENT QUANTITY TO PROVIDE FULL COVERAGE. ADDITIONAL SOD REQUIRED WILL BE
ADJUSTED BASED ON A SQUARE FOOTAGE UNIT PRICE.
·ALL PLANTING BEDS SHALL BE TOP-DRESSED WITH MULCH AS SPECIFIED AT A RATE OF ONE (1) CUBIC
YARD PER EIGHTY (80) SQUARE FEET AT A DEPTH APPROPRIATE TO EACH SPECIES. ALL TREES
SHALL HAVE AT LEAST A FOUR INCH (4") THICK MULCH RING PLACED AROUND THE BASE OF THE
TRUNK. MULCH SHALL BE APPLIED TO THE SOIL SURFACE, NOT AGAINST THE PLANT STEM OR HIGH
AGAINST THE BASE OF THE TRUNKS TO MINIMIZE DISEASE. THE LANDSCAPE SCOPE OF WORK
INCLUDES MULCHING AS AN INTEGRAL PART THE PROJECT AND NOT AS A SEPARATE COST OR
WORKS ITEM.
·ALL PLANT MATERIALS SHALL RECEIVE ADEQUATE WATERING BY THE LANDSCAPE CONTRACTOR AS
REQUIRED UNTIL THE LANDSCAPE IRRIGATION SYSTEM IS FULLY OPERATIONAL AND UNTIL FINAL
ACCEPTANCE BY OWNER OR THE OWNER'S REPRESENTATIVE.
·NO TREES SHALL BE PLANTED WITHIN DESIGNATED UTILITY CORRIDORS, PUBLIC RIGHT OF WAY
(WITHOUT RIGHT OF WAY UTILIZATION PERMIT). FIELD ADJUST AS NECESSARY AND REVIEW
ADJUSTMENTS WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
·ALL DECIDUOUS TREES < 2" IN CAL DO NOT NEED TO BE STAKED UNLESS THE DRAWINGS INFORM
OTHERWISE.
·ALL BURLAP, ROPE AND WIRE IS TO BE REMOVED FROM ALL B&B STOCK PRIOR TO BACKFILLING. NO
EXCEPTIONS.
·REFERENCE GENERAL PLANTING NOTES ON OR AFTER THE COVER PAGE OF THIS SET
SEEDING NOTES
·ALL SEED MUST BE CERTIFIED WEED FREE. NO SEED CAN CONTAIN ANY SPECIES ON THE COUNTY OR
STATE NOXIOUS WEED LISTS
·A VIABLE SEEDBED MUST BE PREPARED BY EITHER DISKING OR HAND RAKING.
·A SEED DRILL SHOULD BE USED ON SLOPES THAT ARE LESS THAN 2:1, AND THE DRILL TUBE SPACING
SHOULD BE 6-7 INCHES SEED INTO THE SOIL.
·SEEDING RATE: IF A SEED DRILL IS TO BE USED, 6-10 PLS PER ACRE. IF BROADCAST, 8-12 PLS PER
ACRE.
·ON SLOPES THAT ARE GREATER THAN 2:1 WHERE DRILLING THE SEED IS NOT PRACTICAL, HAND
RAKING IS REQUIRED TO INCORPORATE THE SEED ONTO THE SOIL.
·A PLANTAGO-BASED TACKIFIER OR SIMILAR APPROVED PRODUCT MUST BE APPLIED ON ALL MULCH
AT A RATE OF 150 LBS/AC TO PREVENT WIND FROM BLOWING STRAW OFF THE REVEGETATED AREAS.
·THE SITE MUST BE MULCHED WITH WEED-FREE MULCH AFTER PLANTING. MULCH SHOULD BE APPLIED
AT THE RATE OF 2 TONS PER ACRE.
·SEED INSPECTION AND VERIFICATION IS TO BE PROVIDED BEFORE ACCEPTANCE INCLUDING: BLUE
TAGGED SEED, STATE OF CO CERTIFICATION, PURE LIVE SEED (PLS) CERTIFICATION SEED VARIETY,
PERCENTAGE OF WEIGHT, NOXIOUS VEGETATION FREE CERTIFICATION. WEED-FREE STRAW MULCH
INSPECTION AND VERIFICATION OF CERTIFICATION IS TO BE PROVIDED BEFORE ACCEPTANCE
INCLUDING MEETING MINIMUM STANDARDS PROVIDED BY THE NORTH AMERICAN INVASIVE SPECIES
MANAGEMENT ASSOCIATION (NAISMA).
·ONCE FINAL GRADING OF ANY AREA IS COMPLETED, BARE SOIL SHALL NOT BE LEFT WITHOUT SEED
COVERAGE BEYOND THE FIRST CONSISTENT RAINS OF THE SPRING SEASON. WEEDS WILL
OTHERWISE ESTABLISH IN THE SOIL PROFILE AND ARE DIFFICULT TO MITIGATE WHEN ESTABLISHING
GRASSES. IF RESEEDING OPERATIONS ARE TO OCCUR DURING THE GROWING SEASON, ALL SEEDING
SHALL OCCUR WITHIN 48 HOURS OF FINAL GRADING AND WEED REMOVAL TO AVOID WEED
ESTABLISHMENT. MITIGATION AND REMOVAL OF ANY WEEDS THAT HAVE ESTABLISHED IN GRASS
AREAS IS REQUIRED PRIOR TO SEEDING. OPTIMAL SEEDING WINDOWS DIFFER AND ARE BASED ON
ELEVATION AND PRECIPITATION. PREFERRED SEEDING WINDOWS ARE IN THE SPRING AFTER
SNOWMELT BUT BEFORE POST-RAIN WARMING AND IN THE AUTUMN BEFORE THE FIRST SIGNIFICANT
SNOWFALL.
·PREPARE FOR SEED APPLICATION BY TILLING THE NATIVE TOPSOIL TO MATCH DEPTHS OF ADJACENT
AREAS, UP TO 2". TILLING AND SEEDING SHOULD BE PERFORMED ALONG CONTOURS (VERSUS UP AND
DOWN SLOPE) TO HELP MINIMIZE EROSION.
·APPLY NATIVE SEED TO LIMITS OF DISTURBANCE (SEE PLANT LIST FOR SEED MIX). SEEDING SHALL BE
ACCOMPLISHED BY HAND OR MECHANICAL BROADCASTING AT A RATE OF 25 LBS/ACRE. CONTRACTOR
TO SOW THE SEED MIXTURES IN TWO EQUAL QUANTITIES. THE FIRST QUANTITY OF SEED IN ONE
DIRECTION AND THE OTHER EQUAL QUANTITY IN THE OTHER DIRECTION AT A RIGHT ANGLE TO THE
FIRST APPLICATION. AFTER SPREADING, SEED SHALL BE RAKED LIGHTLY TO COVER NO DEEPER THAN
1/4".
·MAT FIBER (MAT, INC.) HYDRO-MULCH WILL BE EVENLY APPLIED AND INSPECTED FOR PROPER
COVERAGE OF THE SEEDED ZONES. MULCH SHOULD INCLUDE R-TACK (RANTEC CORP.) PLANTAGO
BASED TACKIFIER AT MANUFACTURER'S RECOMMENDED APPLICATION RATE.
·IMMEDIATELY FOLLOWING SEEDING OPERATIONS OF SPECIFIC ZONES, THE AREAS SHALL BE
PROTECTED FROM TRAFFIC OR OTHER ACTIVITIES.
·ALL AREAS IDENTIFIED AS RESTORATION SEEDING ZONES WILL BE INSPECTED CONTINUOUSLY
THROUGHOUT ALL PHASES OF THE PROJECT. ANY AREAS WHICH FAIL TO GERMINATE OR ESTABLISH
THEMSELVES IN THE 85% PURE LIVE VEGETATION COVER STANDARD SHALL BE RE-SEEDED UNTIL THE
COVERAGE MEETS THIS STANDARD.
·NOXIOUS VEGETATION SHALL BE CONTROLLED THROUGHOUT THE SEEDING AREAS UNTIL 85% PURE
LIVE VEGETATION COVER STANDARD IS MET. NOXIOUS VEGETATION SHALL BE CONTROLLED BY
MECHANICAL MEANS ONLY AND NOT BY CHEMICAL MEANS.
·IN ORDER TO ENCOURAGE IMMEDIATE GERMINATION AND ESTABLISHMENT, THE SEEDED ZONES ARE
TO BE PROVIDED FULL IRRIGATION TOTALING THE EQUIVALENT OF ONE INCH OF WATER/ WEEK
APPLIED UNIFORMLY AND SATURATED TO A DEPTH OF THREE INCHES. THE IRRIGATION SCHEDULE IS
TO BE MODIFIED BASED ON OBSERVATIONS OF ACTUAL GERMINATION RATE AND ESTABLISHMENT
AND BY THE OVERALL WATER MANAGEMENT PLAN.
GENERAL SOIL AMENDMENT AND PREPARATION NOTES
·TOPSOIL OF IRRIGATED GRASSES (INCLUDING TURF), SHRUBS, AND PERENNIALS SHALL BE A SANDY LOAM
TO A DEPTH OF AT LEAST 6 INCHES (6") CONTAINING AT LEAST 5 PERCENT (5%) ORGANIC MATTER BY
VOLUME.
·TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3'). BOTH TOPSOIL AND SUBSOIL LAYERS SHALL
BE SANDY LOAM. THE TOP SOIL SHALL BE AT LEAST 6 INCHES (6") AND HAVE 5 PERCEPT (5%) ORGANIC
MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT (1-3%) ORGANIC
MATTER BY WEIGHT.
·A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE THOUSAND
SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT (5%)
ORGANIC MATTER SPECIFICATION.
·SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST.
·AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6”).
·SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT (2/10THS) OF THE GRADING PLAN.
·SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE INCH (1”) DIAMETER IN SIZE. ROCKS AND
DEBRIS 0.5 INCH (0.5”) TO ONE INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%) BY VOLUME AND
GRAVEL 0.6 INCH (0.6”) TO 1.25 INCHES (1.25”) SHALL NOT EXCEED 5 PERCENT (5%) BY
VOLUME. PARTICLES SUCH AS CONCRETE, BRICK, GLASS, METAL, WOOD OR PLASTIC GREATER THAN ONE
INCH (1”) SHALL NOT BE ALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE
INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%).
·SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH (3/4”) DIAMETER IN SIZE. DRYLAND
SEED AREAS MAY CONTAIN DIRT CLODS UP TO TWO INCH (2”) DIAMETER IN SIZE.
·STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED DURING
CONSTRUCTION (EXCEPT AS WAIVED BY THE CITY OF ASPEN). THE REPLACEMENT OF THIS SOIL, PLUS
ADDITIONAL SOIL AMENDMENTS, ARE CRITICAL TO SUCCESSFUL PLANT MATERIAL ESTABLISHMENT,
ONGOING HEALTH, AND EFFICIENT USE OF WATER THROUGH THE LIFE OF THE PROJECT.
·THE SOIL SHALL HAVE NO HERBICIDES, HEAVY METALS, BIOLOGICAL TOXINS OR HYDROCARBONS THAT
IMPACT PLANT GROWTH OR EXCEED THE EPA’S STANDARDS FOR SOIL CONTAMINANTS.
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
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GE
CU-1CU-2CU-3CU-4CU-5
DN
121 STAIR / ELEVATOR
MASTER HALLWAY
U-206
ELEVATOR
U-205
ORTAL (2 SIDED)
BUILT IN FIREPLACE
ROOF DECK-MASTER
U-214
MASTER CLOSET A
U-207
MASTER BEDROOM
SUITE
U-210
MASTER BATHROOM
U-211
MASTER OFFICE
U-209
M-212
TOILET
M-213
WASH
20
T
@
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1
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(
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@
6
-
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'
-
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/
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"
T.O. F.F. Master Deck
ELEV - 111'-11 1/2" (V.I.F.)
T.O. Plwd. Master Deck / Garage
ELEV - 111'-5 1/4" (V.I.F.)
T.O. F.F. Upper / Mater Suite Level
ELEV - 112'-3/4" (V.I.F.)
T.O. Plwd. Upper Level
ELEV - 111'-9 3/4" (V.I.F.)
STACKED
W/D
GE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
EXTERIOR RATED 2 GANG RECEPTACLE 5
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
FX LUMINAIRE SL-BV 3
DIE-CAST ALUMINUM WALL LIGHT WITH POWDER
COATED FINISH. 3.2" W X 4.9" H.
Order code: SL-BV, Aluminum, (FB) Flat Black, Direct
Mount
Lamp: SL-1LED, 2W|2.4VA, 2700K, Beamspread: Flood
FX LUMINAIRE SD - BLACK 1
DIE-CAST ALUMINUM DOWNLIGHT. 7.1" H X 3.0" DIA.
Order code: SD, Aluminum, (FB) Flat Black, Direct Mount
Lamp: SD-3LED, 4.2W|4.5VA, 2700K, Beamspread: Spot
FX LUMINAIRE SD - WHITE 5
DIE-CAST ALUMINUM DOWNLIGHT. 7.1" H X 3.0" DIA.
Order code: SD, Aluminum, (WG) White Gloss, Direct
Mount
Lamp: SD-3LED, 4.2W|4.5VA, 2700K, Beamspread: Spot
FX LUMINAIRE RC 4
DIE-CAST ALUMINUM CYLINDRICAL, TOP MOUNTED,
RECESSED DOWN LIGHT. 3.5" H X 5.5" DIA.
Order code: RC, Aluminum, (WG) White Gloss, 4"
Recessed Downlight Hou
Lamp: RC-1LED, 2W|2.4VA, 2700K, Beamspread: Spot
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
JUNCTION BOX 1
LIGHTING SCHEDULE
LIGHTING
PLAN
LIGHT.1.0
GENERAL SITE LIGHTING NOTES
·ALL LIGHTING SHALL BE INSTALLED BY A LICENSED ELECTRICAN(S) IN CONFORMANCE
WITH ALL APPLICABLE REGULATORY CODES. THE CONTRACTOR AND/OR ELECTRICIAN
SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO INSTALLATION.
·THE CONTRACTOR AND/OR ELECTRICIAN SHALL PROVIDE SUBMITTALS OF ALL
FIXTURES FOR APPROVAL PRIOR TO INSTALLATION.
·ALL LIGHTING SHALL BE PROVIDED AS IDENTIFIED ON THE DRAWINGS AND/OR IN THE
SPECIFICATIONS. NO SUBSTITUTIONS IN FIXTURES OR MANUFACTURER SHALL BE
PERMITTED WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE LANDSCAPE
ARCHITECT AND OWNER.
·THE CONTRACTOR SHALL FIELD STAKE THE LOCATION OF ALL SPECIFIED
FREESTANDING LIGHTING UNITS SHOWN ON THE PLAN.
·THE CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES PER THE MANUFACTURER'S
RECOMMENDATIONS.
ISSUE & REVISION DATES
Plot Date: 10/03/21 Project #: 446
Drawn By:GT Checked By:GT
HOA SET 10/03/2021
12
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0'5'10'
SCALE: 1"=5'
T H I S S H E E T C O N T A I N S L I N E S ,
S Y M B O L S , E T C T H A T A R E I N A
C O L O R O T H E R T H A N B L A C K
AND IS INTENDED TO BE VIEWED
A N D P R I N T E D I N C O L O R V S
B L A C K A N D W H I T E
NORTH
POST MOUNTED
LIGHT RELOCATED
FROM FRONT YARD
POWER SOURCE
FOR HOT TUB
MIN 6' FROM
WATER SURFACE
6'-11"