HomeMy WebLinkAboutFile Documents.1315 Sage Ct.0082-2021-BRES (52)TREE REMOVAL
PLAN
L.2.000
Scale: 1" = 10'
0'5'10'20'
SHEET OF
13
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
LEGEND
PROPERTY LINE
TREE PROTECTION AND REMOVAL
GENERAL NOTES:
BUILDING SETBACK
BUILDING OVERHANG
EXISTING TREES TO REMAIN
TYPICAL TREE PROTECTION FENCING AT DRIP LINE
SECTION NOT TO SCALE
NOTES:
1. MULCH SHOULD BE 6" DEEP.
2. ADDITIONAL PROTECTION
OUTSIDE AT TREE DRIP LINE
MAY BE REQUIRED (EXAMPLE:
12" OF MULCH).
3. TREES MAY BE FENCED IN
GROUPS.
DO NOT CUT LEADER
WRAP ENTIRE SURFACE OF
TRUNK UP TO SECOND
BRANCH WITH TWO LAYER
CREPE TREE WRAP
SECURED AT TOP AND
BOTTOM & TWO FOOT
INTERVALS
PROTECTION FENCING TO BE
PROVIDED AND MAINTAINED
AT TREE DRIP LINE. FINAL
DESIGN TO BE COORDINATED
WITH OWNER.
PRUNE DAMAGED OR DEAD
WOOD AS DIRECTED BY
LANDSCAPE ARCHITECT
NO DISTURBANCE WITHIN
TREE DRIP LINE
1.ALL EXISTING TREES IDENTIFIED AS TO BE REMOVED
WILL BE FULLY MITIGATED PER CITY OF ASPEN
CODE.
2.CODE-SIZED TREES ARE TO REMAIN UNLESS
OTHERWISE NOTED ON THIS PLAN.
3.CONTACT LANDSCAPE ARCHITECT IMMEDIATELY IF
ANY TREE SHOWN AS 'TO REMAIN' IS TO BE
REMOVED DUE TO CONSTRUCTION ACTIVITIES.
4.TREE REMOVAL PERMIT DOCUMENT IS ON FILE AT
THE ASPEN PARKS DEPARTMENT AND MUST BE
AVAILABLE FOR INSPECTION AT THE PROJECT SITE.
5.ENGAGE A CERTIFIED ARBORIST TO ROOT PRUNE
ANY TREE TO REMAIN THAT WILL HAVE EXCAVATION
WORK WITHIN THE TREE'S DRIP LINE. ROOT
PRUNING IS TO BE PER THE CITY'S OF ASPEN'S
STANDARDS AND THE SPECIFICATIONS FOR
TEMPORARY TREE PROTECTION.
6.ALL EXCAVATIONS WITHIN THE DRIP ZONE WILL BE
REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH
NO OVER-DIGGING. EXCAVATIONS WILL BE SOIL
STABILIZED IN A MANNER THAT PREVENTS OVER
EXCAVATION OF THE SITE.
7.ALL ROOTS SHALL BE CUT PRIOR TO FULL
EXCAVATION USING A CLEAN, SHARP PRUNING SAW.
ALL ROOTS WILL BE CUT FLUSH WITH THE EXPOSED
SOIL LINE.
8.SIX INCHES OF MULCH ARE REQUIRED TO BE
PLACED WITHIN THE ZONE OF VEGETATION
PROTECTION. THE MULCH SHALL BE MAINTAINED AT
A LEVEL OF 6" DURING THE ENTIRE PROJECT.
9.IRRIGATION OF TREES IS REQUIRED THROUGHOUT
THE ENTIRE LENGTH OF THE PROJECT. THE
CONTRACTOR WILL SUPPLY WATER TO THE TREES
AT A RATE WHICH IS APPROPRIATE FOR PROPER
HEALTH. ADDITIONAL WATERING WILL TAKE PLACE
ALONG THE EDGE OF THE ROOT CUTTINGS. THE
CONTRACTOR WILL BE REQUIRED TO PLACE A
BURLAP PROTECTION COVER OVER THE CUT ROOTS.
THE CONTRACTOR WILL IRRIGATE THE BURLAP WITH
AN APPROPRIATE AMOUNT OF WATER IN ORDER TO
KEEP THE BURLAP MOIST.
EXISTING TREES TO BE REMOVED
TREE REMOVAL TABLE
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EXISTING RESIDENCE
7
7
5
4
+
TREE #1
TREE #2
TREE #3
TREE #4
TREE #6
TREE #7
TREE #8
TREE #9TREE #10
TREE #11
TREE #12
TREE #5
EXISTING TRAMPOLINE
TREE #17
TREE #18
TREE #13
TREE #19
TREE #20
TREE #22
TREE #23
TREE #24
TREE #25
TREE #27
TREE #28
TREE #26
TREE #14
TREE #15
TREE #16 TREE #21
EXISTING HARDSCAPE
AREAS
TREE #29
EXISTING TREES TO BE REMOVED
2021.04.30
PERMIT SUBMITTAL
06/04/2021
Add 6' cloth lined tree
protection fencing at
actual driplines of
trees
Add 6' cloth lined tree
protection fencing at
actual driplines of
trees
Add 6' cloth lined tree
protection fencing at
actual driplines of
trees
Add 6' cloth lined tree
protection fencing at
actual driplines of
trees
If access is required
around house within
the driplines of trees,
a mulch bed may be
required to minimize
compaction of roots.
EL.
9
3
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-
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1
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UP
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77
5
0
7754
7755
7754
77
5
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77
5
4
7755
Scale: 1" = 10'
0'5'10'20'
SHEET OF
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C
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PI
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
LEGEND
PROPERTY LINE
NOTES
BUILDING SETBACK
BUILDING OVERHANG
REFERENCE KEY
CONCRETE PAVING WITH SNOWMELT
ITEMCALLOUT
1.0
1.1
1.2
1.3
1.4
2.1
3.0
4.0
DETAIL
5.0
MORTAR SET STONE PAVING
WITH SNOWMELT
1/L.6.000
MORTAR SET STONE STEPPERS
WITH SNOWMELT
2/L.6.000
3L.6.000
6/L.6.000
1/L.6.001
2/L.6.001
3/L.6.001
2.0
5/L.6.000
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OUTDOOR FURNITURE; TYP.
TO BE SELECTED
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EXISTING RESIDENCE
PROPOSED REMODEL /
ADDITION PER ARCH.
EXISTING TREES TO REMAIN
FFE: 7755.3
SITE MATERIALS
PLAN
L.2.001
SAND SET STONE STEPPERS
1.6
MORTAR SET STONE PAVING
1.4
1.6
3.0
1.6
1.5
2.2
1.0
RAISED CONCRETE PLANTER
2.0
SITE STAIRS WITH SNOWMELT
5.0
5.0
1.3
CUSTOM SPA
FIRE TABLE
WATER FEATURE
EXISTING TRAMPOLINE
LIMITS OF
DISTURBANCE
EDGE OF EXISTING
DRIVEWAY
FLOWLINE OF EXISTING DITCH
EXISTING CONTOURS
FENCING
6.0
1/L.6.002
EXTERIOR WINDOW WELL;
RE: ARCH PLANS
7.0
CONCRETE PAVING
STONE BANDING AT AUTOCOURT
7/L.6.000 1.5
1.68/L.6.000
FREESTANDING STONE VENEERED WALL
2.2
2.3 STONE VENEER WALL WITH
OUTDOOR GRILL4/L.6.001
5/L.6.001
DRAINAGE SWALE ENHANCEMENT FEATURE
2/L.6.002
7.0
3/L.6.002
4/L.6.002
1.1
2.1
1.2
1.2
4.0
4.0
4.0
PLAN 1
6.0
2.2
PLAN 2
1.6
2.0
2.3
LIMITS OF DISTURBANCE
2.2
ISOLATED LIMITS OF DISTURBANCE;
RE: PLANTING PLANS L.2.002, L.2.003
ISOLATED LIMITS OF DISTURBANCE;
RE: CIVIL DWGS
8.0
CUSTOM PERGOLA8.01/L.6.003
1.CIVIL ENGINEER TO VERIFY UTILITY LOCATION AND
REQUIREMENTS AND IDENTIFY ANY POTENTIAL
CONFLICTS WITH PROPOSED SITE DESIGN.
2.REFER TO CIVIL PLANS FOR ALL PROPOSED
UTILITIES.
3.REFER TO CIVIL ENGINEERING CONSTRUCTION
DRAWINGS FOR GRADING AND SPECIFIC SPOT
ELEVATIONS.
4.PAVING PATTERN SHOWN ON THIS PLAN
ILLUSTRATES DESIGN INTENT. FINAL PAVING
PATTERN AND LOCATION OF EXPANSION AND
CONTROL JOINTS TO BE COORDINATED WITH CIVIL
ENGINEER AND ARCHITECT.
5.SEE ARCHITECTURE AND MEP SHEETS FOR SITE
SNOWMELT.
6.USE REFERENCE KEY BELOW TO LOCATE ALL SITE
ELEMENTS AND DETAIL DRAWINGS IN THIS SET.
7.SEE PLANTING PLANS FOR ADDITIONAL SITE
DISTURBANCE WITHIN THE LANDSCAPE.
GRAVEL PAVING WITH STONE CURB9.09/L.6.000
9.0
9.0
1.4
2021.04.30
PERMIT SUBMITTAL
06/04/2021
This planter will count
as deck because it is
less than 30" from
the deck surface. Or,
you can increase the
height.
ET5
OT10
OT10
OT10
SS3
SM5
SM5SM5
SM5
SM5
SM5
SS1
SS1
SS1
SS1
SS1SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
ES1
ES1
ES1
SS4
SS4
SS4
SS4
SS4
SS4
SS4
SS4
SL3
SL3
SL3
OT10
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS5 SS5
SS5
SS5
OT9
OT9
OT9
SS5
ES1
ES1
ES1
SS4
SS4
SS4
CC-3
MR-1
3-CC
BD-3
AGA-1
BT-8
PON-8
4-CC
MR-1
CSA-12
VCS-8
1-CCI
5-PT
PT-2
RG-10
CCI-1
3-PPH
5-POD
1-PA
POL-6
PL-3
PON-13
PL-3
VCS-12
VL-4
CSA-10
SG-9
HP-4
SS-4
6-PMM
4-HP
1-CCI
SS-6
CSA-8
SG-7
AGA-1
PVS-3
AGF-3
2-AGA
CV-1
LOW WATER PERENNIALS ( 230 SF)
SNM,SAJ,SBB, LAM, APL, LSK, LGN,
VM,AVL.MSS,HS,NLT
LOW WATER GROUNDCOVER (519 SF)
GO, BM,VM,BC
LOW WATER PERENNIALS (118 SF)
SNM,SAJ,SBB, LAM, APL, LSK, LGN,
VM,AVL.MSS,HS,NLT
LOW WATER PERENNIALS ( 102 SF)
SNM,SAJ,SBB, LAM, APL, LSK, LGN,
VM,AVL.MSS,HS,NLT
MEDIUM WATER
PERENNIALS ( 208 SF)
AJP, AJR, AM, AP, DM,
HHB, HRS
MEDIUM WATER GROUND
COVER ( 142 SF)
BC,AP,GJ, AM,HCR, HLR,
GO, LGN, PH
ENTRY - LOW WATER
PERENNIALS ( 300 SF)
SNM,SAJ,NLT,ALV,ISC,
ISS, SBB, FI
ENTRY - LOW WATER
PERENNIALS ( 256 SF)
SNM,SAJ,NLT,ALV,ISC,
ISS, SBB, FI
ENTRY - LOW WATER
PERENNIALS ( 70 SF)
ALM, AM
ENTRY - LOW WATER
PERENNIALS ( 52 SF)
ALM, AM
DITCH PLANTING - LOW
WATER PERENNIALS (176 SF)
ALV, HHR, HSC, ISS, LGB,
SWM, SAJ, HS, FI
DITCH PLANTING - LOW
WATER PERENNIALS (770 SF)
ALV, HHR, HSC, ISS, LGB,
SWM, SAJ, HS, FI
DITCH PLANTING - LOW
WATER PERENNIALS (184 SF)
ALV, HHR, HSC, ISS, LGB,
SWM, SAJ, HS, FI
EXISTING
TURF
TO REMAIN
EXISTING
TURF
TO REMAIN
EDGER
TYP.
EDGER
TYP.
THYME (10 SF)
THYME (31 SF)
EXISTING TREES AND
NATIVE SEED TO REMAIN
RG-16
PH-1
PN-2
EDGER
TYP.
AGF-3
PP-2
LOW WATER
GROUNDCOVER
(615 SF)
GO, BM,VM,BC
RG-4
EXISTING TREE
TO REMAIN, TYP.
MULCHED ACCESS PATH
FOR MATINTENANCE
1-CCI
Scale: 1" = 10'
0'5'10'20'
SHEET OF
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C
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PI
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K
I
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C
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Y
of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
LEGEND
PROPERTY LINE
NOTES
1.SEE CIVIL PLANS FOR ALL PROPOSED
GRADING, DRAINAGE, AND UTILITIES.
2.REFER TO PLANT LIST AND NOTES, SHEET
L.7.000 FOR A LIST OF SPECIES, SIZES, AND
QUANTITIES, AND PLANTING SPECIFICATIONS.
3.SEE HYDROZONES PLAN, SHEET L.2.004 FOR
EXTENTS OF NATIVE AREAS.
BUILDING SETBACK
BUILDING OVERHANG
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EXISTING RESIDENCE
EXISTING TREES TO REMAIN
PLANTING PLAN
L.2.002
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MEDIUM WATER PERENNIALS ( 146 SF)
AJP, AJR, AM, AP, DM, HHB, HRS
MEDIUM WATER GROUND COVER ( 81 SF)
BC,AP,GJ, AM,HCR, HLR, GO, LGN, PH
THYME (141 SF)
NATIVE SEED TO REMAIN
PP - 4
PT - 4
LIMITS OF DISTURBANCE
2021.04.30
PERMIT SUBMITTAL
06/04/2021
SS1
SS1
SS1
SS1
SS1SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
SS1
ES1
ES1
ES1
SS4
SS4
SS4
SS4
SS4
SS4
SS4
SS4
SL3
SL3
SL3
OT10
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SM1
SS3
SS3
SS3
SS3
SS3
SS3
SS3
SS3
ES1
ES1
ES1
SS4
SS4
SS4
CC-3
MR-1
3-CC
BD-3
AGA-1
BT-8
PON-8
4-CC
MR-1
CSA-12
VCS-8
1-CCI
5-PT
PT-2
RG-10
CCI-1
CSA-10
SG-9
HP-4
SS-4
6-PMM
4-HP
1-CCI
LOW WATER PERENNIALS ( 230 SF)
SNM,SAJ,SBB, LAM, APL, LSK, LGN,
VM,AVL.MSS,HS,NLT
LOW WATER GROUNDCOVER (519 SF)
GO, BM,VM,BC
LOW WATER PERENNIALS (118 SF)
SNM,SAJ,SBB, LAM, APL, LSK, LGN,
VM,AVL.MSS,HS,NLT
LOW WATER PERENNIALS ( 102 SF)
SNM,SAJ,SBB, LAM, APL, LSK, LGN,
VM,AVL.MSS,HS,NLT
MEDIUM WATER
PERENNIALS ( 208 SF)
AJP, AJR, AM, AP, DM,
HHB, HRS
MEDIUM WATER GROUND
COVER ( 142 SF)
BC,AP,GJ, AM,HCR, HLR,
GO, LGN, PH
ENTRY - LOW WATER
PERENNIALS ( 300 SF)
SNM,SAJ,NLT,ALV,ISC,
ISS, SBB, FI
ENTRY - LOW WATER
PERENNIALS ( 256 SF)
SNM,SAJ,NLT,ALV,ISC,
ISS, SBB, FI
ENTRY - LOW WATER
PERENNIALS ( 70 SF)
ALM, AM
DITCH PLANTING - LOW
WATER PERENNIALS (501 SF)
ALV, HHR, HSC, ISS, LGB,
SWM, SAJ, HS, FI
DITCH PLANTING - LOW
WATER PERENNIALS (185 SF)
ALV, HHR, HSC, ISS, LGB,
SWM, SAJ, HS, FI
EXISTING
TURF
TO REMAIN
EDGER
TYP.
THYME (10 SF)
THYME (31 SF)
EXISTING TREES TO REMAIN
RG-16
PH-1
PN-2
LOW WATER GROUNDCOVER (692 SF)
GO, BM,VM,BC
RG-4
PEA GRAVEL PAVING
WITH STONE CURB
LIMITS OF DISTURBANCE
MULCHED ACCESS PATH
FOR MATINTENANCE
1-CCI
Scale: 1" = 10'
0'5'10'20'
SHEET OF
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1
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AS
P
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N
,
C
O
PI
T
K
I
N
C
O
U
N
T
Y
of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
LEGEND
PROPERTY LINE
NOTES
BUILDING SETBACK
BUILDING OVERHANG
S
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PR
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B
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A
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EXISTING RESIDENCE
PROPOSED REMODEL /
ADDITION PER ARCH.
EXISTING TREES TO REMAIN
FFE: 7755.3
PLANTING PLAN
L.2.002
MATCHL
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0
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2
1.SEE CIVIL PLANS FOR ALL PROPOSED
GRADING, DRAINAGE, AND UTILITIES.
2.REFER TO PLANT LIST AND NOTES, SHEET
L.7.000 FOR A LIST OF SPECIES, SIZES, AND
QUANTITIES, AND PLANTING SPECIFICATIONS.
EXISTING TRAMPOLINE
NATIVE SEED TO REMAIN
PP - 1
PT - 4
LIMITS OF DISTURBANCE
2021.04.30
PERMIT SUBMITTAL
06/04/2021
ZONE 3: MEDIUM (7,080 SF)
ZONE 5: LOW RIGHT OF WAY (2,150 SF)
ZONE 1 : VERY HIGH - COOL SEASON TURF (9,219 SF)
ZONE 2 : VERY HIGH - SPA -SPECIAL FEATURE (48 SF)
ZONE 4: LOW (7,494 SF)
ZONE 6: MEDIUM RIGHT OF WAY (317 SF)
ZONE 7: NON-IRRIGATED
SPECIAL FEATURE / NATIVE (9,584 SF)
ZONE 8: NON-IRRIGATED
SPECIAL FEATURE / NATIVE RIGHT OF WAY (6,736 SF)
SHEET OF
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AS
P
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N
,
C
O
PI
T
K
I
N
C
O
U
N
T
Y
of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
L.2.004
HYDROZONE PLAN
HYDROZONES LEGEND
Scale: 1" = 15'
0'7.5'15'30'
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EXISTING RESIDENCE
PROPOSED REMODEL /
ADDITION PER ARCH.
EXISTING TRAMPOLINE
SETB
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B
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2021.04.30
PERMIT SUBMITTAL
06/04/2021
Much if not all of this ROW
hydrozone is presently irrigated.
Please provide more
information and revise all plans
and calculations accordingly. All
irrigated ROW shall be included
in the water budget and cannot
be used for special feature
credit.
This zone hydrozone
appears to be presently
irrigated. Please provide
more information and
revise plans an
calculations accordingly.
These areas are
proposed to be
overhead irrigated as
per Sheet I.2.001 and
I.2.002. These areas
cannot be considered
"non-irrigated special
feature native" as
depicted on this plan.
Revise. all plans and
calculations
accordingly.
TREES CODE BOTANICAL / COMMON NAME CONT QTY
AGF ACER GINNALA `FLAME` / FLAME AMUR MAPLE 10`6
AGA AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE APPLE SERVICEBERRY 10`4
CCI CRATAEGUS CRUS-GALLI INERMIS / THORNLESS COCKSPUR HAWTHORN 3" CAL B&B 5
CV CRATAEGUS VIRIDIS `WINTER KING` / WINTER KING HAWTHORN 2.5" CAL. B&B 1
MR MALUS X `RADIANT` / RADIANT CRABAPPLE 2.5" CAL. B&B 2
PP PICEA PUNGENS / COLORADO BLUE SPRUCE 14` B&B 10
PA PINUS ARISTATA / BRISTLECONE PINE 10` B&B 1
PH PINUS HELDREICHII / BOSNIAN PINE 12` B&B 1
PN PINUS NIGRA / AUSTRIAN PINE 12` B&B 2
PT POPULUS TREMULOIDES / QUAKING ASPEN 3" CAL B&B 15
PVS PRUNUS VIRGINIANA `SHUBERT` / CANADA RED CHERRY 8`3
SHRUBS CODE BOTANICAL / COMMON NAME SIZE QTY
BT BERBERUS THUNBERGII `BURGUNDY CAROUSEL` / BURGUNDY CAROUSEL JAPANESE BARBERRY 5 GAL.11
BD BUDDLEJA DAVIDII `ADONIS BLUE` / COMPACT DARK BLUE BUTTERFLY BUSH 5 GAL.3
CC CARYOPTERIS X CLANDONENSIS `BLUE MIST` / BLUE MIST SPIREA 5 GAL.7
CSA CORNUS SERICEA ARCTIC FIRE / ARTIC FIRE DOGWOOD 5 GAL.30
HP HYDRANGEA PANICULATA `LITTLE LIME` / LITTLE LIME PANICLE HYDRANGEA 5 GAL.8
PL PHILADELPHUS LEWISII `BLIZZARD` / BLIZZARD MOCKORANGE 5 GAL.6
POD PHYSOCARPUS OPULIFOLIUS `DIABOLO` / DIABOLO NINEBARK 4` B&B 5
POL PHYSOCARPUS OPULIFOLIUS `LITTLE DEVIL` TM / LITTLE DEVIL NINEBARK 5 GAL.6
PON PHYSOCARPUS OPULIFOLIUS `NANUS` / DWARF NINEBARK 5 GAL.21
PMM PINUS MUGO `MOPS` / MINIATURE MUGO PINE 5 GAL.6
RG RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 5 GAL.30
SS SORBARIA SORBIFOLIA `SEM` / DWARF URAL FALSE SPIREA 5 GAL.10
SG SPIRAEA X BUMALDA `GOLDFLAME` / GOLDFLAME SPIREA 5 GAL.16
VCS VIBURNUM CARLESII `SPICE BABY` / SPICE BABY KOREANSPICE VIBURNUM 5 GAL.20
VL VIBURNUM LENTAGO / NANNYBERRY VIBURNUM 5 GAL.5
OT10
ET5
OT9
SS4
SL3
SM5
SM1
ES1
SS1
SS3
SS5
PLANT SCHEDULE
WATER VALUE
L
M
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
M
M
L
M
L
L
L
M
M
DITCH PLANTINGS- LOW WATER PERENNIALS 2,300 SF
ARTEMISIA LUDOVICIANA `VALERIE FINNIS` / VALERIE FINNIS SAGEBRUSH 148 1 GAL 11% @ 16" oc
FESTUCA IDAHOENSIS `SISKIYOU BLUE` / SISKIYOU BLUE FESCUE 379 1 GAL 11% @ 10" oc
HELICTOTRICHON SEMPERVIRENS BLUE AVENA GRASS / BLUE AVENA GRASS 79 1 GAL 11% @ 22" oc
HEMEROCALLIS X `HAPPY RETURNS` / HAPPY RETURNS DAYLILY 379 1 GAL 11% @ 10" oc
IRIS SIBERICA `CAESARS BROTHER` / BLUE SIBERIAN IRIS 49 1 GAL 11% @ 28" oc
IRIS SIBERICA `SNOW QUEEN` / WHITE SIBERIAN IRIS 162 1 GAL 12% @ 16" oc
LUPINUS PILOSUS / BLUE LUPINE 379 1 GAL 11% @ 10" oc
SALVIA NEMOROSA `MAY NIGHT` / MAY NIGHT SAGE 379 1 GAL 11% @ 10" oc
SEDUM X `AUTUMN JOY` / AUTUMN JOY SEDUM 148 1 GAL 11% @ 16" oc
LOW WATER PERENNIALS 452 SF
ARTEMISIA X `POWIS CASTLE` / POWIS CASTLE ARTEMISIA 95 1 GAL 14% @ 10" oc
HELICTOTRICHON SEMPERVIRENS BLUE AVENA GRASS / BLUE AVENA GRASS 20 1 GAL 14% @ 22" oc
LIATRIS SPICATA `KOBALD` / KOBALD GAYFEATHER 264 1 GAL 14% @ 6" oc
MISCANTHUS SINENSIS `SARABANDE` / NARROW LEAF MAIDEN GRASS 5 1 GAL 14% @ 46" oc
NEPETA MUSSINII `WALKER`S LOW` / WALKER`S LOW CATMINT 13 1 GAL 14% @ 28" oc
SALVIA NEMOROSA `MAY NIGHT` / MAY NIGHT SAGE 102 1 GAL 15% @ 10" oc
STACHYS BYZANTINA `HELEN VON STEIN` / BIG LEAF LAMB`S EAR 102 1 GAL 15% @ 10" oc
ENTRY-LOW WATER PERENNIALS 554 SF
ARTEMISIA LUDOVICIANA `VALERIE FINNIS` / VALERIE FINNIS SAGEBRUSH 41 1 GAL 12.5% @ 16" oc
FESTUCA IDAHOENSIS `SISKIYOU BLUE` / SISKIYOU BLUE FESCUE 104 1 GAL 12.5% @ 10" oc
IRIS SIBERICA `CAESARS BROTHER` / BLUE SIBERIAN IRIS 14 1 GAL 12.5% @ 28" oc
IRIS SIBERICA `SNOW QUEEN` / WHITE SIBERIAN IRIS 41 1 GAL 12.5% @ 16" oc
NEPETA MUSSINII `WALKER`S LOW` / WALKER`S LOW CATMINT 14 1 GAL 12.5% @ 28" oc
SALVIA NEMOROSA `MAY NIGHT` / MAY NIGHT SAGE 104 1 GAL 12.5% @ 10" oc
SEDUM X `AUTUMN JOY` / AUTUMN JOY SEDUM 41 1 GAL 12.5% @ 16" oc
STACHYS BYZANTINA `HELEN VON STEIN` / HELEN VON STEIN LAMB`S EAR 104 1 GAL 12.5% @ 10" oc
ENTRY-M-WATER PERENNIALS 124 SF
ALCHEMILLA MOLLIS / LADY`S MANTLE 37 1 GAL 50% @ 16" oc
ALLIUM X `MILLENNIUM` / ORNAMENTAL ALLIUM 94 1 GAL 50% @ 10" oc
MED-WATER-PERENNIALS 354 SF
AEGOPODIUM PODAGRIA `VARIEGATUM` / BISHOP`S WEED 54 1 GAL 10% @ 10" oc
ALCHEMILLA MOLLIS / LADY`S MANTLE 21 1 GAL 10% @ 16" oc
BERGINA CRASSIFOLIA `WINTERGLUT` / REDLEAF BERGINA 54 1 GAL 10% @ 10" oc
GALIUM X ODORATUM / SWEET WOODRUFF 148 1 GAL 10% @ 6" oc
GERANIUM X `JOHNSON`S BLUE` / JOHNSON`S BLUE GERANIUM 11 1 GAL 10% @ 22" oc
HEUCHERA X `CHOCOLATE RUFFLES / CHOCOLATE RUFFELS CORAL BELLS 54 1 GAL 10% @ 10" oc
HEUCHERA X `LIME RICKEY` / LIME RICKEY CORAL BELLS 54 1 GAL 10% @ 10" oc
LUPINUS ALBICAULIS / WHITE LUPINE 54 1 GAL 10% @ 10" oc
PENSTEMON DIGITALIS `HUSKERS RED` / HUSKERS RED PENSTEMON 54 1 GAL 10% @ 10" oc
PHYSOCARPUS OPULIFOLIUS `DIABOLO` / DIABOLO NINEBARK 3 1 GAL 10% @ 46" oc
MED-WATER-GROUND COVER-PERENNIALS 223 SF
ALCHEMILLA MOLLIS / LADY`S MANTLE 27 1 GAL 20% @ 16" oc
ASTILBE X JAPONICA `DEUTCHLAND` / WHTIE FALSE SPIREA 27 1 GAL 20% @ 16" oc
DIGITALIS GRANDIFLORA / PERENNIAL FOXGLOVE 67 1 GAL 20% @ 10" oc
HOSTA FORTUNEI `ROYAL STANDARD` / HOSTA 27 1 GAL 20% @ 16" oc
HOSTA X `HADSOEN BLUE` / HADSPEN BLUE HOSTA 67 1 GAL 20% @ 10" oc
LOW WATER GROUND COVER 1,730 SF
BERGINA CRASSIFOLIA `WINTERGLUT` / REDLEAF BERGINA 648 FLAT 25% @ 10" oc
BRUNNERA MACROPHYLLA / SIBERIAN BUGLOSS 253 FLAT 25% @ 16" oc
GALIUM X ODORATUM / SWEET WOODRUFF 1,798 FLAT 25% @ 6" oc
VINCA MINOR `BOWLES VARIETY` / BOWLES VARIETY PERIWINKLE 1,798 FLAT 25% @ 6" oc
NATIVE SEED 19,736 SF
-
ANNUALS 99 SF
-
THYME 182 SF
-
TURF 9,047 SF
-
SHEET OF
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
MASTER PLANT
L.7.000
SCHEDULE & NOTES
NOTES
1.PLANT MATERIAL IS TO BE HEALTHY SPECIMENS FREE FROM DISEASE OR
DAMAGE.
2.CONTRACTOR IS TO VERIFY ALL QUANTITIES; IN CASE OF DISCREPANCIES,
GRAPHICALLY SHOWN PLANT AND QUANTITIES SHALL TAKE PRECEDENCE.
PROVIDE MATCHING SIZES AND FORMS FOR EACH TREE TO BE INSTALLED.
3.ALL MATERIALS USED SHALL CONFORM TO THE GUIDELINES ESTABLISHED
BY THE CURRENT AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED
BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
4.ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
5.CONTRACTOR TO STAKE ALL TREE LOCATIONS PER PLAN.
6.OBTAIN LANDSCAPE ARCHITECT'S APPROVAL OF STAKED LOCATIONS PRIOR
TO PLANTING.
7.STOCKPILED PLANT MATERIAL TO BE PLACED IN THE SHADE AND
HAND-WATERED UNTIL PLANTED.
8.SOIL AMENDMENT
8.1.TOPSOIL OF IRRIGATED GRASSES (INCLUDING TURF), SHRUBS,
PERENNIALS, AND ANNUALS SHALL BE A SANDY LOAM TO A DEPTH OF AT
LEAST 6 INCHES (6") CONTAINING AT LEAST 5 PERCENT (5%) ORGANIC
MATTER BY VOLUME.
8.2.TREE SOIL MUST BE A SANDY LOAM AND 36" DEEP FOR AREAS WHERE
TREES ARE PLANTED. THE TOTAL SOIL DEPTH SHALL HAVE AT LEAST
ONE TO THREE PERCENT (1-3%) ORGANIC MATTER BY VOLUME. (NOTE: IF
IN TURF, TOP SOIL SHOULD BE 6" AND HAVE 5% ORGANIC MATTER BY
VOLUME). IN GOOD EXISTING SOILS, DIG AND TURN THE SOILS TO
THREE TIMES THE DIMENSION OF THE ROOT BALL. HARD OR
COMPACTED SUB SOIL OR LOWER SOIL LAYERS SHOULD BE BROKEN UP
TO CREATE ADEQUATE DRAINAGE AND AVOID TRAPPING WATER
CREATING SATURATED AND ANAEROBIC CONDITIONS IN THE UPPER SOIL
LAYER. IN NEWLY DEVELOPED PLANTING SITES, SOIL DEPTH SHALL BE
20' DIAMETER AROUND THE TREES TO A DEPTH OF 36" OR MEET THE
REQUIREMENTS FOR SOIL VOLUME.
8.3.SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I
OR CLASS II COMPOST.
8.4.A SOIL ANALYSIS SHALL BE CONDUCTED BY A PROFESSIONAL SOIL
SCIENTIST AT A CERTIFIED SOILS LABORATORY. SOIL SAMPLE(S) SHALL
BE TAKEN AFTER OVER-LOT GRADING, IF APPLICABLE, AND PRIOR TO
LANDSCAPING.
9.SOIL PREPARATION
9.1.AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF 6".
9.2.SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT(2
10) OF THE
GRADING PLAN.
9.3.SITE SHALL BE FREE OF ROCKS AND DEBRIS OVER ONE-INCH (1")
DIAMETER IN SIZE. ROCKS AND DEBRIS 0.5 INCH (.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 ON INCH (1")
SHALL NOT EXCEED 5 PERCENT (5%).
9.4.SITE SHALL BE FREE OF DIRT CLODS OVER THREE-QUARTER INCH (3
4")
DIAMETER IN SIZE. DRYLAND SEED AREAS MAY CONTAIN DIRT CLODS UP
TO TWO-INCH (2") DIAMETER IN SIZE.
9.4.1.STOCKPILLING - STRIPPING AND STOCKPILLING 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. STOCKPILING MAY NOT OCCUR ON EXISTING NATIVE
VEGETATION OUTSIDE OF THE DISTURBANCE AREA.
9.5.THE SOIL SHALL HAVE NO HERBICIDES, HEAVY METALS, BIOLOGICAL
TOXINS OR HYDROCARBONS THAT IMPACT PLANT GROWTH OR EXCEED
THE EPS'S STANDARDS FOR SOIL CONTAMINANT.
9.6.ALL APPLICABLE SOIL CRITERIA AND STANDARDS SHALL BE NOTED ON
THE LANDSCAPE DESIGN PLAN. WRITTEN VERIFICATION OF APPROVED
SOIL AMENDMENT TYPE AND VOLUME IS REQUIRED.
9.7.WRITTEN DOCUMENTATION OF SOIL AMENDMENT TYPE AND VOLUME
MUST BE RETAINED AND MADE AVAILABLE TO THE CITY UPON REQUEST.
10.SOIL INSPECTION
10.1.SOIL INSPECTIONS PRIOR TO INSTALLATION OF PLANT MATERIAL MAY BE
CONDUCTED BY THE CITY OF ASPEN AS DEEMED NECESSARY AND
SHALL INCLUDE A REVIEW OF ADHERENCE TO ALL CRITERIA AND
PERFORMANCE STANDARDS.
10.1.1.SOIL WILL BE INSPECTED BY THE CITY OF ASPEN PARKS
DEPARTMENT PLAN REVIEW TECHNICIAN FOR DEPTH AND TYPE OR
ORGANIC MATTER.
10.2.WRITTEN DOCUMENTATION REFLECTING APPROVED VOLUME AND TYPE
OF SOIL AMENDMENT IS REQUIRED UPON INSPECTION.
11.MULCH CRITERIA
11.1.ORGANIC MULCH
11.1.1.SHALL BE APPLIED AT ONE (1) CUBIC YARD PER EIGHTY (80) SQUARE
FEET AT A DEPTH OF FOUR (4) INCHES, AND AS APPROPRIATE TO
EACH SPECIES.
11.1.2.SHALL BE APPLIED TO THE SOIL SURFACE, NOT AGAINST THE PLANT
STEM OR HIGH AGAINST THE BASE OF TRUNKS TO MINIMIZE
DISEASE.
11.1.3.ORGANIC MULCH MATERIAL INCLUDES BARK AND WOOD CHIPS.
AVOID MUCH CONSISTING OF CONSTRUCTION DEBRIS SUCH AS
PALLETS.
11.2.INORGANIC MULCH
11.2.1.INORGANIC MULCH INCLUDES ROCK, GRAVEL, OR PEBBLES.
11.2.2.ROCK MULCH SHALL HAVE A MINIMUM DEPTH OF TWO INCHES (2").
JEN DICUOLLO, DHM DESIGN, PLA
STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE WATER
EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM
FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE
DESIGN PLAN."
DATE
04.28.2021
PLANT SCHEDULE: TREES AND SHRUBS PLANT SCHEDULE: PERENNIALS
2021.04.30
PERMIT SUBMITTAL
06/04/2021
NOTES:
1.FINAL STONE AND JOINTING COLOR TO BE
COORDINATED WITH ARCHITECTURE.
2.EXPANSION JOINTS TO BE PLACED AS PER CIVIL
SPECIFICATIONS.
1" DEPTH MORTAR SETTING BED
FOR STONE PAVERS
JOINTS TO BE FLUSH TYP;
FILL COMPLETELY AND
TOOL JOINTS
2" THICK STONE: TYPE,
DIMENSIONS, AND PATTERN TBD.
4" CONCRETE SLAB,
PER CIVIL
COMPACTED
GRAVEL BASE
PER CIVIL NOTES:
1.SEE SITE MATERIALS PLAN FOR DISTRIBUTION OF
SNOWMELT PAVING. REFER TO M.E.P. DRAWINGS
FOR MORE DETAILS.
2.FINAL STONE AND JOINTING COLOR TO BE
COORDINATED WITH ARCHITECTURE.
3.EXPANSION JOINTS TO BE PLACED AS PER CIVIL
SPECIFICATIONS.
1" DEPTH MORTAR
SETTING BED FOR
STONE
JOINTS TO BE FLUSH TYP;
FILL COMPLETELY AND
TOOL JOINTS
2" THICK STONE: TYPE,
DIMENSIONS, AND PATTERN TBD.
4" CONCRETE SLAB,
PER CIVIL
COMPACTED GRAVEL BASE
PER CIVIL
SNOWMELT TUBING AND
WELDED WIRE FABRIC,
PER MEP
MORTAR JOINT
2"
1"
6"
PLAN
NOTES:
1.DETAIL HAS BEEN PROVIDED TO ILLUSTRATE DESIGN INTENT.
2.SEE CIVIL ENGINEERS' GRADING AND EROSION CONTROL
PLAN SHEETS FOR ELEVATIONS.
3.FINAL STONE PATTERN, FINISH AND TYPE TO BE
DETERMINED.
2"
1 1
2" - 2" THICK STONE STEPPING
STONE. COLOR TO MATCH ARCH
MORTAR SETTING BED
CLASS 6 ROADBASE
COMPACTED SUBGRADE
SNOWMELT TUBING AND
WELDED WIRE FABRIC, PER MEP
RIGID INSULATION, PER MEP
2"
SECTION
± 2"
TYP.
STEPPING STONES TO BE EQUALLY
SPACED ±2" APART. FOR PAVER
LOCATIONS REFER TO SHEET L.2.001
STEPPING STONES; STONE TYPE TO
MATCH PATIO PAVING
PLANTING AREA; SEE SHEET L.2.002
12"
48
"
PLAN
SECTION
2" THICK STONE PAVERS
SAND SETTING BED
6"
4"
5"
COMPACTED SUBGRADE
CLASS 6 ROADBASE
PLANTING
NOTES:
1.DETAIL HAS BEEN PROVIDED TO ILLUSTRATE DESIGN INTENT.
2.SEE PLANTING PLAN, SHEET L.2.003 FOR PLANT SPECIES IN
PAVING JOINTS.
3.IRRIGATION TO BE PROVIDED IN PLANTED JOINTS.
4.SEE CIVIL ENGINEERS' GRADING AND EROSION CONTROL PLAN
SHEETS FOR ELEVATIONS.
5.FINAL STONE PATTERN, FINISH AND TYPE TO BE DETERMINED.
12"
36
"
4"
TYP.
STEPPING STONES, STONE TYPE TO
MATCH STONE PAVING.
PLANTING AREA;
SEE SHEET L.2.002
STEPPING STONES TO BE EQUALLY
SPACED ±4" APART. FOR PAVER
LOCATIONS REFER TO SHEET L.2.001
NOTES:
1.EXPANSION JOINTS TO BE LOCATED BY CIVIL.
2.CONTROL JOINTS NOT TO EXCEED 10' O.C.
3.REFER TO CIVIL PLANS FOR CROSS SLOPE.
4.FINAL PAVING CROSS SECTION AND SPECIFICATIONS TO BE SPECIFIED PER CIVIL ENGINEER.
5.FINAL CONCRETE COLOR AND SURFACE TREATMENT TO BE COORDINATED WITH ARCHITECT.
4" CONCRETE SLAB WITH
REINFORCEMENT PER CIVIL
4" COMPACTED ROAD BASE,
CLASS 6
COMPACTED SUBGRADE
SLOPE PER CIVIL
CONCRETE
PAVING
1'-0"STONE BANDING,
STONE TYPE AND
FINISH TBD.
4
L.6.000
EXPANSION JOINT
NOTES:
1.EXPANSION JOINTS TO BE PLACED AS PER CIVIL SPECIFICATIONS.
2.CONTROL JOINT SPACING ARE NOT TO EXCEED 10' O.C.
3.SEE MEP PLANS FOR DISTRIBUTION OF SNOW MELTED CONCRETE
4.FINAL PAVING CROSS SECTION AND SPECIFICATIONS PER CIVIL
COMPACTED SUBGRADE,
PER CIVIL
4" COMPACTED ROAD BASE,
CLASS 6, PER CIVIL
5" (MIN) CONC. SLAB WITH
SNOWMELT TUBING AND
WELDED WIRE FABRIC
EXPOSED AGGREGATE
W/ TOOLED JOINTS
SNOWMELTED
2" R10 RIGID INSULATION PER
MEP
SLOPE PER CIVIL
NOTES:
1.CONTROL JOINTS SHALL BE SAW CUT FOR ALL WALKS AND CONCRETE
PAVING UNLESS NOTED OTHERWISE.
2.EXPANSION JOINT PLACED PER CIVIL, AT PAVING MATERIAL CHANGES,
AND AT ARCHITECTURAL THRESHOLDS.
JOINT SEALANT MATERIAL
(MUST MEET ASTM 3406)
COLOR TO MATCH
FINAL SURFACE
EXPANSION
MATERIAL
NOTES:
1.SEE CIVIL PLANS FOR GRADING AND SITE DRAINAGE.
2.GRAVEL SIZE AND COLOR T.B.D.
3.STONE CURB TO BE 6" WIDE, MAX 4' LENGTHS. SAW CUT ENDS
ABUTT TIGHT TO ADJACENT STONE, TOPS TO BE FLUSH.
GRAVEL
12
"
6"
AGGREGATE, SEE
CIVIL DWGS.
MIRAFI 140 NS FABRIC
WITH PINS
COMPACTED SOIL
SUBGRADE
SEE CIVIL DWGS
STONE CURB, BURIED
12" DEEP AND SET 2"
ABOVE GRADE
2"
±6"
12
"
COMPACTED SUBGRADE;
EXCAVATE NATIVE SOILS
TO 12" MIN DEPTH.
±6"
PROPOSED PLANTING;
RE: PLANTING PANS
SITE DETAILS
L.6.000
SHEET OF
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
MORTAR SET STONE PAVING
SCALE: 1" = 1' - 0"
5
L.6.000
MORTAR SET STONE PAVING WITH SNOWMELT
SCALE: 1" = 1' - 0"
6
L.6.000
MORTAR SET STONE STEPPERS WITH SNOWMELT
SCALE: 3/4" = 1' - 0"
7
L.6.000
SAND-SET STONE STEPPERS WITH PLANTED JOINTS8
L.6.000SCALE: 3/4" = 1' - 0"
CONCRETE PAVING WITH SNOWMELT1
L.6.000
TYPICAL EXPANSION JOINT4
NOT TO SCALE
STONE BANDING AT AUTOCOURT PAVING3
NOT TO SCALE
CONCRETE PAVING 2
L.6.000 SCALE: 1" = 1' - 0"SCALE: 1" = 1' - 0"
GRAVEL PAVING WITH STONE CURB9
L.6.000 SCALE: 1/2" = 1' - 0"
L.6.000
L.6.000
2021.04.30
PERMIT SUBMITTAL
06/04/2021
7'-0"
NOTES
1.SPA TO BE RECESSED INTO FINISH GRADE TO NOT EXCEED HEIGHT LIMITATION
OF 30".
2.SPA TO BE CUSTOM FIT BY DIAMOND SPAS; FINAL FINISH AND LAYOUT TO BE
DETERMINED.
3.SPA CONCRETE SURROUND TO BE REVIEWED BY STRUCTURAL ENGINEER; FINAL
CONCRETE THICKNESS AND REINFORCING TO BE DETERMINED.
DRAIN PER CIVIL
CONCRETE VAULT;
TO BE COORDINATED
WITH STRUCTURAL
ENGINEER
6
L.6.000
7'x9'x3'-3"
CUSTOM
DIAMOND SPA
MORTAR SET STONE
PAVING WITH SNOWMELT
16
"
M
A
X
.
STONE CAP OVERHANG
AT SPA UNIT
STONE VENEER TYPE,
THICKNESS AND FINISH
TO BE DETERMINED
MORTAR
TOW 55.4
FG 54.1
TOW 57.7
20"
9"
SNOWMELT TUBING PER M.E.P.
SEE PLANS FOR EXTENTS
RE: PLANS
6"
T
Y
P
1% TYP
CONCRETE BASE DIMENSIONS
AND REINFORCEMENT;
RE: STRUCTURAL
1/2" MORTAR SETTING BED
ADJACENT PAVING
RE: PLAN
NOTES
1.SEE SITE PLAN FOR STAIR LOCATIONS AS
NUMBER OF RISERS AND TREAD WIDTHS VARY.
2.REFER TO CIVIL PLANS FOR TOP AND BOTTOM
OF STAIR ELEVATIONS.
3.STONE VENEER TO MATCH PATIO; FINAL STONE
TYPE, COLOR, AND THICKNESS TO BE
DETERMINED.
TS 56.2
TS 54.5
1
L.6.000
CONCRETE PAVING
WITH SNOWMELT PROPOSED PLANTING; REFER
TO PLANTING PLAN FOR SPECIES
4" SOIL PEP MULCH,
HOLD 1" BELOW
TOP OF WALL
PLANTER SOIL, PER SPEC.
FOOTER TO FROST DEPTH;
PER STRUCTURAL
6" LAYER OF 3/4" - 1 1/2"
NOM. SIZE WASHED
AGGREGATE
MIRAFI 140N FILTER FABRIC
OR APPROVED EQUAL
2%2%
DRAINAGE,
PER CIVIL
18
"
STONE VENEER TYPE,
THICKNESS AND FINISH
TO BE DETERMINED
NOTES:
1.SEE SITE PLAN FOR PLANTER WALL LOCATIONS.
2.HEIGHT OF PLANTER WALL VARIES AT ADJACENT PATIO
ELEVATIONS; SEE CIVIL PLANS FOR ELEVATION INFO.
3.CONCRETE WALL FOOTER TO FROST DEPTH.
STEEL ANGLE
BRACKET; TYP.
VARIES: RE: SITE PLAN
8" TYP.
FG 56.2
TOW 57.7 TOW 57.7
FG 54.7
12"
24
"
STONE CAP FLUSH WITH
STONE VENEER
STONE VENEER TYPE,
THICKNESS AND FINISH
TO BE DETERMINED
MORTAR
EXPANSION JOINT; RE: CIVIL
ANGLE BRACKET; RE: STRUCTURAL
PLANTING; RE: SHEET L.2.002
1
L.6.000
CONCRETE PAVING
WITH SNOWMELTFG 54.5
TOW 56.5
8"2'-10"
3'
-
0
"
1'
-
1
0
"
4'
-
1
0
"
STONE CAP TO MATCH STONE VENEER
COUNTER TOP; MATERIAL TBD
GRILL- PRODUCT TBD
STONE VENEER,
TYPE, THICKNESS, AND FINISH
TO BE DETERMINED
MORTAR
STEEL ANGLE BRACKET; TYP.
SEE CIVIL PLANS FOR
ELEVATION
AT BOTTOM OF WALL
TOW 61.1
FG 56.3
TOW 59.3
NOTES:
1.REFER TO CIVIL PLANS FOR ELEVATIONS OF TOP OF
WALL AND FINISH PATIO LEVELS.
2.HEIGHT OF WALL VARIES AT ADJACENT PATIO
ELEVATIONS; SEE CIVIL PLANS FOR ELEVATION INFO.
3.CONCRETE REINFORCING AND TIE BARS PER
STRUCTURAL ENGINEER.
4.CONCRETE WALL FOOTER TO FROST DEPTH; TO BE
COORDINATED WITH STRUCTURAL ENGINEER.
PROPOSED PLANTING;
RE: SHEET L.2.003
6
L.6.000
MORTAR SET STONE
PAVING WITH SNOWMELT
SHEET OF
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
SITE DETAILS
L.6.001
CUSTOM SPA
SCALE: 1" = 1' - 0"
5
L.6.001
SCALE: 1" = 1' - 0"
RAISED CONCRETE PLANTER3
SCALE: 3/4" = 1' - 0"
SITE STAIRS WITH SNOWMELT
L.6.000
FREESTANDING STONE VENEER WALL2
SCALE: 1" = 1' - 0"
1
STONE VENEER WALL WITH OUTDOOR GRILL4
SCALE: 1" = 1' - 0"
L.6.001L.6.001
L.6.001
2021.04.30
PERMIT SUBMITTAL
06/04/2021
Because this planter
is less than 30" from
deck surface, this will
count as deck FA.
FINISHED GRADE
1'
-
3
"
SLOPE
±6
"
VARIES
WASHED GRAVEL
GAS BURNER WITH
MULTIPLE FIRE SOURCES
TO BE COORDINATED WITH
OWNER. FINAL DESIGN PER
FIRE PLACE CONTRACTOR
FIRE ROCK, TO BE
SELECTED BY OWNER
BOARD FORMED CONCRETE
GAS SHUTOFF VALVE
TO BE COORDINATED
W/ CONTRACTOR
IGNITER PER FIRE
PLACE CONTRACTOR
GAS SUPPLY AND
VALVING PER MEP
COMPACTED
SUBGRADE SOIL OR
STACKED CMU BLOCK
FOOTER PER STRUCTURAL
ENGINEER
DE
P
T
H
P
E
R
ST
R
U
C
T
U
R
A
L
E
N
G
.
DRAIN PER CIVIL
±6
"
VARIES; SEE PLAN
3"
CONCRETE WALL WITH
3 4" CHAMFER, TOP TO BE
SMOOTH TROWEL FINISH
VARIES; SEE PLAN
WIRE MESH SIZED TO
EFFECTIVELY SEPARATE
FIRE ROCK AND GRAVEL
42
"
MA
X
.
℄℄℄
FINISH GRADE
8'-0" O.C.
TYP.
8'-0" O.C.
TYP.
NOTES:
1.THIS DETAIL HAS BEEN PROVIDED TO ILLUSTRATE DESIGN INTENT.
2.ALL FOOTING / STRUCTURAL INFORMATION TO BE PROVIDED BY STRUCTURAL ENGINEER.
3.FASTENERS AND FINISH PER ARCHITECT CONTRACTOR.
4.WOOD TYPE AND FINISH TO BE SELECTED BY OWNER.
5.SEE SHEET L-1.0 FOR FENCE LAYOUT POST. SPACING TO BE ADJUSTED IN FIELD BASED ON
EXISTING CONDITIONS.
6.FENCE HEIGHT NOT TO EXCEED 42" IN FRONT YARD PER CITY OF ASPEN CODE.
2x6 WOOD BOARDS (NOM.)
SPACED 8-1/2" APART.
6"X6" WOOD POST
CONCRETE
FOOTING
TYP
CL8'-0" TYP.
CL
2 x 6 WOOD RAILS
6 x 6 TREATED WOOD POST
812"
6'-10"
2'
-
6
"
2'
-
6
"
8"
8"
FINAL WALL MATERIAL
AND FINISH TBD
FIRE ROCK;
TYPE AND COLOR
TBD
5'-10"
8"
8"
FINAL WALL MATERIAL
AND FINISH TBD
FIRE ROCK;
TYPE AND COLOR
TBD
6 x 6 TREATED WOOD POST
2 x 6 TREATED
WOOD RAILS, TYP.
CONCRETE FOOTING,
10" SONOTUBE. TO BE
VERIFIED BY STRUCTURAL
ENGINEER
4" COMPACTED AGGREGATE
42
"
812"
EQ
.
WOOD FENCE PANELS ON FRONT
TO MATCH COLOR AND SIZE
ON ARCHITETURE
EQ
.
EXISTING SWALE GRADING TO
BE MODIFIED TO IMPROVE
DRAINAGE AND IMRPOVE DITCH
CHARACTER
1"-2" ROUNDED RIVER COBBLE BED TO
FILL BOTTOM OF DITCH TO BOTTOM OF
BOULDER EDGE
NOTES:
1.THIS SECTION IS FOR ILLUSTRATIVE
PURPOSES TO COMMUNICATE DESIGN
INTENT.REFER TO CIVIL PLANS FOR
FINAL GRADING.
2.EXISTING SWALE TO BE REGRADED TO
CREATE A MORE NATURAL
CHARACTER,
3.SEE PLANS FOR PLANTING LAYOUT
NEAR DRAINAGE FEATURE.
4.SEE SITE MATERIALS PLAN FOR
RECOMMENDED PLACEMENT OF
BOULDERS.
ADDITIONAL BOULDERS TO BE INTEGRATED
INTO EDGE OF EXISTING SWALE. BOULDERS
TO BE ROUND GRANITE GLACIAL BOULDERS;
VARY IN SIZE FROM 18-36", NO FRACTURES
CL
BOULDER SIZE TABLE
TYPE 1
TYPE 2
TYPE 1
SIZE
18"
24"
TYPE 3 36"
QUANTITY
15
25
30
TYPE 1
TYPE 2
TYPE 1
TYPE 2
TYPE 3
TYPE 3
TYPE 3
1"-2" ROUNDED RIVER COBBLE BED TO
FILL BOTTOM OF DITCH TO BOTTOM OF
BOULDER EDGE
SITE DETAILS
L.6.002
SHEET OF
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of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
FIRE TABLE
WATER FEATURE PERIMETER FENCING
SCALE: 1" = 1' - 0"
4
NOTES:
1.OUTER DIMENSIONS OF WATER FEATURE
TO BE ROUGHLY 4' X 4'.
2.FINAL WATER FEATURE TO BE SELECTED
BY OWNER. EXAMPLE IMAGE PROVIDED TO
ILLUSTRATE PREFABRICATED DESIGN
OPTIONS.
3.SEE SHEET L.2.001 FOR FOUNTAIN
LOCATION
4.CONTRACTOR TO INSTALL WATER
FEATURE PER MANUFACTURER'S
RECOMMENDATIONS.
SECTIONPLAN 2
PLAN 1
SCALE: 1" = 1' - 0"
NOTES:
1.SEE SITE MATERIALS PLAN, SHEET L.2.001,
FOR PLAN 1 AND PLAN 2 FIRE FEATURE
LOCATIONS.
2.CONTRACTOR TO PROVIDE GAS AND
ELECTRIC SERVICE TO FIRE FEATURE
LOCATION.
3.DISTANCE BETWEEN FIRE FEATURE AND
BENCH TO BE ADJUSTED IN FIELD BASED ON
OWNER PREFERENCES.
4.FINAL GRADING AND SPOT ELEVATIONS PER
CIVIL ENGINEER.
PLAN
ELEVATION
SECTION
DRAINAGE SWALE ENHANCEMENT
L.6.002 SCALE: 1" = 1' - 0"
1 2
3
L.6.002
L.6.002 L.6.002
SECTION
PLAN
2021.04.30
PERMIT SUBMITTAL
06/04/2021
17
'
-
9
"
6"
39'-8"
STEEL I-BEAM;
SIZE CLASS
TO BE COORDINATED
STEEL POST AND FRAME
SUPPORT; SIZE TO BE
COORDINATED
2" x 5" WOOD SLATS;
SPACED 6" O.C.
ATTACHMENT TO ARCH;
TO BE COORDINATED
ARCH ROOF OVERHANG
PROPOSED ARCH
MAIN LVL
10
'
-
7
"
39'-8"
1" x 5" WOOD SLATS
FINISH GRADE
STEEL I-BEAM;
SIZE CLASS
TO BE COORDINATED
STEEL POST AND FRAME
SUPPORT; SIZE TO BE
COORDINATED
BEAM AND POST ATTACHMENT;
TO BE DESIGNED
2" x 6" WOOD LEDGER;
WOOD SLATS TO BE SLOTTED
INTO WOOD LEDGER WITHIN
BEAM CHANNEL
10
'
-
7
"
FINISH GRADE
CONCRETE
FOOTING TYP.
TO BE COORDINATED
WITH STRUCTURAL
SITE DETAILS
L.6.003
SHEET OF
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U
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T
Y
of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
CUSTOM PERGOLA
SCALE: 1" = 1' - 0"
1
PLAN
ELEVATION
L.6.003
1.DETAIL IS PROVIDED TO ILLUSTRATE DESIGN
INTENT. FINAL DETAIL TO BE DEVELOPED IN
COORDINATION WITH STRUCTURAL
2.FINAL MATERIALS AND FINISH TO BE
DETERMINED.
3.ALL WOOD ELEMENTS TO MATCH
ARCHITECTURE. FINAL COLOR TBD PER
ARCHITECT.
4. ENGINEER AND STEEL FABRICATOR.
5.INTEGRATION OF POSTS AND FOOTINGS TO BE
DESIGNED AND COORDINATED WITH
STRUCTURAL ENGINEER.
6.INTEGRATION OF STRUCTURE WITH
ARCHITECTURAL FEATURES TO BE DESIGNED.
EXAMPLE CHARACTER IMAGE
NOTES:
2021.04.30
PERMIT SUBMITTAL
06/04/2021
PLANTING DETAILS
L.6.004
SHEET OF
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C
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I
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C
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U
N
T
Y
of DHM Design Corp. The ideas and
design incorporated on this
document is an instrument of
professional service and shall not be
used for any other project without
written authorization of DHM Design Corp.
This document is the property
REUSE OF DOCUMENT
SHEET NUMBER:
SHEET TITLE:
PROJECT NO. 21005.00
ISSUE:
311 Main Street
#102
Carbondale, Co. 81623
970.963.6520
www.dhmdesign.com
DECIDUOUS TREE PLANTING
PULL MULCH BACK 6" FROM
MULCH RING, MIN. 30'' IN DIA.,
1-2'' ABOVE FINAL GRADE
PLANT TREE W/ TOP OF ROOTBALL
& AT TWO FOOT INTERVALS
SECURED @ TOP AND BOTTOM
WITH TWO LAYER CREPE TREE WRAP
TRUNK UP TO SECOND BRANCH
WRAP ENTIRE SURFACE OF
PRUNE DAMAGED OR DEAD
DO NOT CUT LEADER
WOOD AS DIRECTED BY
4'' HEIGHT WATER SAUCER IN
NON-TURF AREAS
AFTER TREE IS SET IN PLANTING
PIT, REMOVE ALL TWINE & WIRE
FROM TOP & SIDES OF ROOTBALL
PULL BURLAP BACK 1/3 (MIN.)
3x DIAMETER OF
ROOTBALL, MIN.SET ROOTBALL ON UNDISTURBED
SUBGRADE-DO NOT OVER-EXCAVATE
TRUNK.
6"PULL MULCH
FROM TRUNK
NOTES: 1. MULCH TO BE 4" DEEP. MULCH TO BE SOIL PEP.
2. ALL TREES 3" DIAMETER OR LARGER MAY BE STAKED FOR ONE YEAR IF
LANDSCAPE ARCHITECT
PROPOSED BY LANDSCAPE CONTRACTOR AND APPROVED BY OWNER'S
REPRESENTATIVE.
BACKFILL WITH NATIVE SOIL
CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL BY LANDSCAPE
ARCHITECT AND OWNER PRIOR TO INSTALLATION.
1'' MIN.
2'-0'' MIN.
DEEP IN SHRUB BEDS.
PLANTING.
2. HOLD GRADE 1'' BELOW EDGE OF WALK OR CURB
ROOTBALLS.
REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED
1. ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED.
FILL PLANT PIT WITH PLANTER MIX.
SCORE SIDES OF ROOTBALL
ROUGHEN SIDES OF PLANT PIT.
REMOVE CONTAINER.
APPLY SOIL PEP 4''
AS THE CONTAINER OR MORE.
DIG PLANT PIT TWICE AS WIDE
GRADE AT WHICH IT GREW.
SET SHRUB 1'' HIGHER THAN THE
WOOD IMMEDIATELY PRIOR TO
PRUNE ALL DAMAGED OR DEAD
CONCRETE DRIVEWAY, WALKWAY,
2 X DIAMETER
ROOTBALL, MIN.
OF ROOTBOUND PLANTS ONLY
PATIO OR EDGER; PER PLANS.
NOTES:
SHRUB PLANTING
3. ALL MULCH TO BE SOIL PEP. CONTRACTOR TO PROVIDE SAMPLE FOR
APPROVAL BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION.
PLANT SPACING AS SPECIFIED
APPLY MULCH 2" DEEP.
NOTE: MULCH DEPTH AROUND PLANT BASE
MAY BE THINNER. DO NOT BURY PLANT
WITH MULCH.
PLANTING PIT TO BE 2x WIDER
THAN DIAMETER OF POT.
BACKFILL WITH TOPSOIL.
REMOVE PLASTIC POTS
IMMEDIATELY PRIOR
TO PLANTING
AND APPROVED BY LANDSCAPE
ARCHITECT IN FIELD
NOT TO SCALE
ORNAMENTAL GRASS AND PERENNIAL
ALIGN FRONT ROW PARALLEL TO BED LINE
NOTE:
A
A
30''30''15''26''30''
8''8''6''7''8''
6''5''6''6''6''
60''52''36''60''60''
48''
36''
24''
18''
12''
D
42''
31''
21''
10''
C
30''
30''
18''
9''
8''
B
48''
36''
24''
18''
12''
A
48''
36''
24''
18''
12''
PLANT SPACING
PLANT LOCATION
EDGE OF BED, CURB OR WALK
B
C
C
C
DD
151
2"
SHRUB/ ORNAMENTAL GRASS / GROUNDCOVER
PLANTING LAYOUT - TRIANGULAR SPACED
W/ GRADES OF CONCRETE.
NOTES:
REF PLANTING PLAN / PLANT LIST
METAL STAKES PER EDGER MANUFACTURER
FINAL EDGER MATERIAL TO BE DETERMINED
ADJACENT PLANTING;
1'
'
M
I
N
.
3. ALL JOINTS TO BE SECURELY STAKED.
2. EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS
1. SET ALL EDGING 1'' ABOVE FINISH GRADE AS SHOWN.
4. EDGING TO BE PARALLEL WITH GRADE.
LANDSCAPE EDGER
TOP SOIL
PERPENDICULAR OR AS SHOWN ON PLANS, AND FLUSH
DO NOT CUT LEADER-PRUNE
ONLY DAMAGED OR DEAD WOOD
SPECIFIED TRUNK ATTACHMENT
DOUBLE STRAND GALVANIZED WIRE
PROVIDE 3 GUY SYSTEMS EQUALLY
SPACED AROUND TREE, AS PER
DIAGRAM PLACE 3 4"Ø WHITE PVC, 36''
LENGTH, ON ALL GUYING
UNDISTURBED SUBGRADE
NOTES:
1.PULL MULCH BACK 2" TO 3" FROM TRUNK OF TREE
2.INSTALL SPECIFIED MULCH TO DRIP LINE OF TREE WHERE PLANTED IN LAWN AREAS.
MULCH TO BE 2" DEEP IN LAWN AREAS.
3.DO NOT PROVIDE WATER BASIN IN IRRIGATED LAWN AREAS.
2x DIAMETER OF
ROOT BALL, MIN.
2"-3"
SET ROOT BALL ON EXISTING
UNDISTURBED SUBGRADE-DO NOT
OVER-EXCAVATE
BACK FILL MIXTURE AS
PER SPECIFICATIONS
AFTER TREE IS SET IN PLANTING
PIT, REMOVE ALL TWINE & WIRE
FROM TOP & SIDES OF ROOT BALL
PULL BURLAP BACK 13 (MIN.)
SPECIFIED STAKES DRIVEN AT AN
ANGLE, FLUSH WITH GRADE
4'' HEIGHT WATER SAUCER
IN NON-TURF AREAS
PLANT TREE W/ TOP OF ROOT BALL
3'' ABOVE FINAL GRADE
4'' DEPTH SOIL PEP RING UNLESS IN
TURF AREAS (SEE BELOW)
NORTH
EW
DECIDUOUS TREE PLANTING
WEED BARRIER FABRIC
WEED BARRIER FABRIC
WEED BARRIER FABRIC
WEED BARRIER FABRIC
4
NOT TO SCALE
1
NOT TO SCALE
2
NOT TO SCALE
3
NOT TO SCALE
6
NOT TO SCALE
5
L.6.004 L.6.004L.6.004
L.6.004 L.6.004 L.6.004
2021.04.30
PERMIT SUBMITTAL
06/04/2021