HomeMy WebLinkAboutDRB140270 Plans Approvedk1 Received
TOWN OF VAi L By Carolyn Godfrey at 11 :17 am, Jul 10, 2014
TOP BANK
OF STREAM
100 YEAR FLOOD PLAIN — —
DRB140270
50' STREAM SETBACK
Y /
Tree Survey
The Marshall Tree Inventory
Tree #
Species
Diameter
Crown R.
Condition
Note
1
pipu
13
11
3,4 swell,crook, 4,4,3
Scale, soil compaction,
needless from scale branches
encroaching on driveway
2
pipu
22
13'
4,4,44,3
3
pipu
12
13'
3,4,3,3,3
Clump of 3 root collar flat on
east side branches
encroaching on building
4
pipu
12
13'
same
same
5
pipu
13
13'
same
Collar flat on north side
6
pipu
20
11'
4,4,4,3,3
branches growing into
building, 6.5' from house
wall
7
pipu
20
13'
4,4,4,4,3
8
pipu
20
12'
4,4,4,3,3
Crook at 20'
9
pipu
26
16'
4,4,4,3,3
Flat on south side, possible
old wound on south side
10
pipu
13
11'
4,4,4,3,3
Some trunk swell, backfill on
the uphill side
11
pipu
13
9'
4,3,4,4,3
Bark sap included at the fork
from a wound and possible
beetle activity
12
pipu
13
9'
4,3,4,3,3
Bark included fork
13
abla
13
9'
3,3,4,4,4
Significant trunk and root
damage on the south side,
healing slowly
14
abla
11
9'
4,4,4,4,4
15
abla
10
8'
3,4,4,4,5
Girdling of the roots on the
southwest side
16
pipu
13
10'
4,4,4,3,3
Heavy scale
17
pipu
19
12'
4,4,5,4,4
Good flare but should be
removed, girdling root,
18
pipu
15
11'
3,4,3,3,3
Vertical crack in crotch with
tree #19
19
pipu
18
10'
3,3,3,3,3
20
pipu
20
16'
4,3,4,3,3
Girdling root, flat base, 20%
lean, cambial damage at 6'
21
pipu
13
T
4,3,3,3,3
Abundace of dead branches
and bark included a the fork
at 3'
22
pipu
11
5'
4,4,3,3,3
23
pipu
12
8'
3,4,3,3,3
Lumped with next two trees,
crotch 2' from soil at base
24
pipu
23
12'
4,4,4,4,4
25
pipu
8
4'
2,2,2,2,2
Clumped with the two trees,
above
26
pipu
12
9'
4,4,4,3,3
Damaged 20 up but healing.
Forked @ 3' with tree #27
27
pipu
12
8'
4,4,4,4,4
Dead on one side and
girdling root, prune root
28
pipu
9
4'
4,4,4,4,4
29
pipu
14
8'
4,4,4,4,4
Old wound at 4', significant
trunk swell
30
Pico
8
4'
4,4,4,4,4
Backfill on west side
31
pipu
12
8'
3,3,3,3,3
Bark included fork and lean
32
pipu
12
8'
3,3,4,4,4
Bark included, fork and lean
33
pien
12
6'
4,4,4,4,4
Flat root collar on west side
34
NA
35
abla
8
9'
4,3,4,4,4
Fork, bole wound
36
Pico
6
3'
4,3,3,3,3
37
pipu
12
6'
4,4,4,3,2
38
Pico
7
4'
4,3,3,3,3
39
pien
15
10'
4,4,4,4,4
40
Pico
13
10'
4,4,4,4,4
41
pien
6
4'
3,4,4,3,3
Scale
42
pien
7
5'
4,4,4,4,4
43
pien
7
5'
4,4,4,4,4
44
pien
7
6'
4,4,4,4,4
45
pien
8
5'
4,4,4,4,4
46
pien
27
13'
4,4,4,4,4
Light backfill on uphill side
47
pien
7
7'
4,3,3,3,3
Forked with 48, 49, branched
on 1 side
48
pien
11
8'
4,3,3,4,3
Forked with 47, 49, branches
on 1 side
49
pien
14
9'
4,3,2,2,2
Forked with 48, 47, branches
on 1 side, bottom dead
50
pien
27
11'
4,4,4,3,3
Scale
51
pien
14
8'
4,3,4,4,3
Forked with 52, scale
52
pien
13
8'
4,3,4,4,3
Forked with 52, scale
53
potr
7
8'
4,2,4,4,4
Aphid
54
potr
5
3'
4,4,4,4,4
Aphid, growing into roof
55
potr
5
3'
4,4,4,4,4
Aphid, growing into house
56
malus
6
9'
4,4,4,3,4,4
Sprouts, broken branches,
sap sucker
57
prva
4
4'
4,4,3,3,3
Thin foliage, weak structure
58
malus
5
4'
4,4,3,3,4
Thin foliage, weak structure
59
potr
3st /7
8'
4,4,4,4,4
Aphid
60
popu
2
3'
4,4,4,4,4
Aphid
61
pipu
2
3'
4,3,4,4,4
Fork, scale
62
popu
2
3'
4,4,4,4,4
Scale
63
pimu
1
3'
4,4,4,4,4
Scale
64
popu
2
3'
4,4,4,4,4
Scale
65
pimu
2
3'
4,4,4,4,4
Scale
66
piar
4
4'
4,4,3,4,4
Fork
67
potr
2s/8
6'
4,4,4,4,4
Aphid
68
potr
5
4'
4,4,4,4,4
Narrow crown, aphid
69
potr
7
6'
4,4,4,4,4
Aphid
70
potr
3s/5
10'
4,4,4,4,4
Aphid
71
potr
2s/5
6'
4,4,4,4,4
Aphid
72
pimu
1
3'
4,4,4,4,4
Scale
74
malus
5
6'
4,4,3,4,4
Sprouts, broken branch, sap
sucker
75
prva
4
4'
4,3,3,3,3
Sap sucker, prune main
leader sprout, overtopped
76
i
Scale
7
larch
2
3'
3,3,4,4,4
To be Removed
u
, , , ,4
Fork
79
pipu
4"
3'
4,4,4,3,3
Recommendations
1. Tree to be removed due to the substantial
exterior work to be performed.
2. Tree to remain
3. Tree to remain
4. Tree to remain
5. Tree to remain
6. Tree to remain
7. Tree to remain, limb bottom branches
8. Tree to remain, limb branches on creek side to
open views to the west
9. Tree to remain
10. Tree to remain and undisturbed
11. Tree to remain and undistrubed
12. Tree to be removed
13. Tree to be removed
14. Tree to be removed
15. Tree to remain
16. Tree to be removed
17 -19 Trees to remain and undistrubed
20 -22. Trees to be limbed to 7' head height
23 -46 Trees to remain
47 -49 Tree to be removed
50 -53 Trees to remain
54 -56 Trees to remain
57 -59 Trees to be removed
60. Tree to remain
61. Tree to be removed
62. Tree to be relocated on site
63 -76 1 e to rema.
77. Tree to be removed
re o remai
79. Tree to be removed
Inventory Key
The tree symbol is a four - letter representation of
the tree type with the first two letters representing
the first two letter of its genus; the second two
letters represent its species. Example: pico is Pinus
contorta, or Lodgepole Pine. The five - number
rating system is based on the Colorado Tree
Coalition's rating system with 0 being the worst
quality and 5 being the highest. The five
categories are, in order: roots, trunk, main
branches, twigs and small branches, and foliage.
Design Review
Staff Approval
By Warren Campbell at 7 :49 am, Jul 22, 2014
TOWN OF VAIL "
Symbol Key
Evergreen Tree to be
Relocated on site
,\\ .
Evergreen Tree to
Remain (typ.)
Approximate Existing
Boulder Retaining
Evergreen Tree to be L
Removed t
( Yp.)
Proposed Boulder
��� Retaining
+ Deciduous Tree to
Remain (typ.)
Deciduous Tree to be 44.5; *' Propo
Spot
/ Removed (typ.)
Elevation
` Existing Contour
Proposed Contour A -- '
Stone paving with
_- Snowmelt
,
Colorado Buff Sandstone paving on a
concrete slab with an irregular edge
Colorado Buff Sandstone paving a
sand base with an irregular edge
BOULDER RETAINING WALLS
MARSHALL RESIDENCE
193 BEAVER DAM ROAD, VAIL, COLORADO
NOTES:
1. B = 1.OH
2. THE MAXIMUM EXPOSED HEIGHT OF ANY BOU LUEQ WALL SHALL BE 6.0
FEET-
3- THE SLOPE OF THE BACKFILL BEHIND THE BOULDER WALL SHOULD BE tO
TO 1 (HORIZONTAL TO VERTICAL; OR FLATTER,
4. THE FIRST (BOTTOM) ROW OF BOULDERS SHOULD HE BEARING ON THE
NATURAL SOILS.
5. A REPRESENTATIVE FROM OUR OFFICE SHOULD OBSERVE THE
EXCAVATION PRIOR TO PLACING THE BOULDERS AND OBSERVE THE
PLACEMENT OF THE FILTER FABRIC AND DRAIN SYSTEM..
6. FILL REQUIRED TO CONSTRUCT THE BOULDER WALL MAY CONSIST OF
ON -SITE SOILS FREE FROM DELETERIOUS MATERIAL NO COBBLES OR
BOULDERS LARGER THAN 42 INCHES SHOULD BE PLACED IN THE FILL.
T FILL PLACED BEHIND THE WALLS SHOULD BE MOISTURE TREATED TO
10 (MIN.I
WITHIN 2 PERCENT OF OPTIMUM MOISTURE ]CONTENT AND COMPACTED TO 95
aJ
PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY IASTM D -698).
�
THE COMPACTION OF FILL. PLACED DURING CONSTRUCTION OF THE WALL
o-.4. ;
SHOULD BE OBSERVED AND TESTED.
Final DRB
Revision
6. FILTER FABRIC SHOULD BE PLACED BEHIND THE BOULDER WALL_ THE
N �
FILTER FABRIC MAY CONSIST OF MIRAFI 140H OR EQUIVALENT.
1
Oct. 1g, '12
O
9. A 4 -INCH DIAMETER PERFORATED PVC DRAIN PIPE SHOULD BE PLACED
6' MAX. HEIGHT 1
BEHIND THE BOTTOM LAYER OF BOULDERS. THE PIPE SHOULD BE SLOPED
IH)
TO A POSITIVE GRAVITY OUTLET. THE PIPE SHOULD BE BEDDED ON AND
iSlr�t
COVERED BY CLEAN WASHED GRAVEL WITH AT LEAST 3 INCHES OF GRAVEL
SURROUNDING THE PIPE.
;7,
June 4, '13
1
10. TO MINIMIZE THE EROSION OF SOILS BEHIND THE WALL, SURFACE
O
U ..r
DRAINAGE SHOULD BE DIVERTED AROUND THE WALL SO AS TO PREVENT
DRAINAGE FLOW ACROSS THE TOP OF THE WALL. A SCALE MAY BE
CONSTRUCTED JUST BEHIND THE WALL TO DIRECT SURFACE DRAINAGE.
11. THE DESIGN OF THE BOULDER WALL 19 BASED ON SUBSURFACE
CONDITIONS PRESENTED IN ICE LETTERS DATED JUNE 9, JUNE 19, AND JULY
31.1992; JOB NO, 92 -21.
V TO T DIA. BOU LDER S (TYP.)
10 (MIN.I
Date
aJ
1f
�
July 23, '12
o-.4. ;
Aug. 24,'12
Final DRB
Revision
I FILTER FABRIC
N �
Oct. 10, '12
1
Oct. 1g, '12
O
til
6' MAX. HEIGHT 1
Jan. 2, '13
IH)
NATURAL SAND AND GRAVEL
Construction
Documents
Mar. 13, '13
i BACKFILL W;TH COBBLES SOIL
June 4, '13
1
e� COMPACTED TO
O
U ..r
Nov. 1, '13
95 OF
Nov. 1, '13
Owner
r STANDARD
Bid
May 30, '14
r PROCTOR
June 6, '14
ASI 41/
DRB Chances
A
4" MIN. DIAMETER PERFORATED PVC PIP
SLOPED TO DAYLIGHT BEDDED IN CLEAN
GRAVEL
12" MIN. • KEY BOULDER INTO E)OSTING GRADE
�
TYPICAL CROSS SECTION
+
F "
NOT TO SCALE
KOECHLEIN CONSULTING ENGINEERS
GEOTECHNICAL ENGINEERS
t2 #64 W. AGameda Pkwy., Suite 110, Lakewood, CO 80228
(3031989.1223 fax (710) 324-4580
REVISIONS
Designed by: WHK
Stta01. 1 oft
./k,
(�2
Revww6lby: WHK
Drawing date- ".12
As
IL
Drawn by: WHK
Jab No. 12 -027
Top Bank of
Stream
100 -Year
Flood Plain
e k
e
50 -Foot Stream
G o r e C r
Setback Boulder retaining wall shall be no
closer than 2' to the north property line
i
i
i
_ - - - - -- Step Section at Lawn�rea j�j
506 - - -
\ 1 " -1' Add a boulder wall as shown. Boulders to match the
existing boulders to create a flat (2 %) sod area. Extend 8' x 8' Hot Tub with automatic cover and stone
Septic Lift Station and Electrical Panel to be _ g1 \� ,; - existing drain pipes as required below the sod grade by 4" coping by Tiledspas. Stone and tile to be
i minimum and daylight them through the proposed determined. See shop drawings for details.
painted green to blend with surrounding � bout er ll alignment. Maintain a 2' space between the - -
environment. Color to be determined. Town _ �_ auld'6 -and the property line. Omit the random stone
of Vail approval required. pavers from the,patio to the Hot Tub access point. _ - -
_ -\
\ -
Property Line
-01 for protecting they
trees from fill on roots. \ \
4� I ,
Service Acc _ Ease ent -
_.�
+44.2'- _ - ���
\ +40 / �
,
2 ° 140 d�'
44.
4 °/ \ �Y/ O / oin
°
-- �- % - - - - - -- -2 %° ' \40.2
43.4' 44.5' FFE 44'-8 3/4' /
_ -� (44.72') o /
44.4' \
X44.5' I -PPE 44' -S 3/4" 2% I i
�( �� - (44.72') - - - - -
44.2'
Stepping Stones:
Bedroom #2
Use the stepping stones from the top of th�v - 2% (below) ` 44 2'
Bedroom #1 FFE 44' -9° v
Garage to access the Storage Area from the" 44. (44.75') I�
below
main path to the lower gel FFE 44' -9" v
C1�
FFE 44' -8 3 4' Bedroom #4 (44.75') �i' 44.3
5.5 -
(44.72') FFE 44' -9„ 2 %', rbq
f
(44.75') -
Existing °
44.5 r � f�
Residence �� 44.5` v
LO
Stone to §ectio _
Bridge
402 48.' �� F(4 .7') - - vas
I Bedroom #3
Bath #3 FFE 44.91' Condensers
s
Mud I Foyer II (below)
Lot 39 Deck El. Room FFE 57.05'
�� _ FFE 55.21' utility/
8.5' j - -- - Room
� 4
8150 __ 53.0' -
5.
r-
I
WE,
P. 48.5' v
U453
� Provide stone paying to match the 9' x 19' �-
�? deck stone. Adit st the existing] arking Space \
� _ -- concrete walk as required:, 9' X 19'
54.5' Parking Space Existing boulder /
I Parking Space _-
/ v walls to remain v w
+ �� 54.7' �-]
(ver.)
\ 9 x 19' II -
Parking Space Storm Grate
\ Rim El. 8154.3'
+ Step Section at Garage 0 0
O
I 301 1 " =1' -0° � of 7
Remove 1) Serviceberry for the 9' X191 Dry e et 1
proposed boulder retaining wall Parkin 505 1 0/ + I
4 \N
E �
Remove all railroad ties, andvegetable garden remnants. 0
�_ Preserve the existing irrigation system and large shrubs.
Informal stone walk and steps - \� Provide stepping stones for access from the stairway from ,
on sand base to provide access 20' Building Setback existing stone pavers. 60.0' -- -- Reference Architects drawings
from the Auto Court to �� / + ti
Bedroom #4. Adjust alignment
\ 63.0' O
as necessary for existing trees. I I Garage Roof
FFE 8166.4'
IN( 817/0
j - 62 6� �
I Property Line I� 44
® / \ �
Site Layout and Grading Plan
B e a v e r D a m R o a d
Existing Concrete Landing at the top of the stairs to be
demolished and replaced with Stone Paving. See Sheet L3 for
details.
Proposed boulder retaining. Re -use
existing site boulders. Build a dry creek
into the wall at the direction of the
landscape architect.
I
Re -grade along the drive to create a "dry creek ".
Coordinate with project Arborist for any impact
to the existing evergreen tree.
Provide a 2' wide strip of crushed gravel along
Beaver Dam Road as shown.
Design Review
Staff Approval
TOXIN OF VAIL , By Warren Campbell at 7:49 am, Jul 22, 2014
Job No. 1118.00
Issue
Date
aJ
June 26, '12
�
July 23, '12
o �
N �
Aug. 24,'12
Final DRB
Revision
Aug. 29,'12
N �
Oct. 10, '12
Construction
Set
Oct. 1g, '12
O
Nov. 2, '12
DRB
Changes
Jan. 2, '13
A
Jan. 21, '13
Construction
Documents
Mar. 13, '13
ASI 5
June 4, '13
1
Oct. 1,'13
O
U ..r
Nov. 1, '13
DRB Update/
Revisions
Nov. 1, '13
Owner
May 22, '14
Bid
May 30, '14
>
June 6, '14
ASI 41/
DRB Chances
July 15, 14
14
a
i
50 -Foot Stream
G o r e C r
Setback Boulder retaining wall shall be no
closer than 2' to the north property line
i
i
i
_ - - - - -- Step Section at Lawn�rea j�j
506 - - -
\ 1 " -1' Add a boulder wall as shown. Boulders to match the
existing boulders to create a flat (2 %) sod area. Extend 8' x 8' Hot Tub with automatic cover and stone
Septic Lift Station and Electrical Panel to be _ g1 \� ,; - existing drain pipes as required below the sod grade by 4" coping by Tiledspas. Stone and tile to be
i minimum and daylight them through the proposed determined. See shop drawings for details.
painted green to blend with surrounding � bout er ll alignment. Maintain a 2' space between the - -
environment. Color to be determined. Town _ �_ auld'6 -and the property line. Omit the random stone
of Vail approval required. pavers from the,patio to the Hot Tub access point. _ - -
_ -\
\ -
Property Line
-01 for protecting they
trees from fill on roots. \ \
4� I ,
Service Acc _ Ease ent -
_.�
+44.2'- _ - ���
\ +40 / �
,
2 ° 140 d�'
44.
4 °/ \ �Y/ O / oin
°
-- �- % - - - - - -- -2 %° ' \40.2
43.4' 44.5' FFE 44'-8 3/4' /
_ -� (44.72') o /
44.4' \
X44.5' I -PPE 44' -S 3/4" 2% I i
�( �� - (44.72') - - - - -
44.2'
Stepping Stones:
Bedroom #2
Use the stepping stones from the top of th�v - 2% (below) ` 44 2'
Bedroom #1 FFE 44' -9° v
Garage to access the Storage Area from the" 44. (44.75') I�
below
main path to the lower gel FFE 44' -9" v
C1�
FFE 44' -8 3 4' Bedroom #4 (44.75') �i' 44.3
5.5 -
(44.72') FFE 44' -9„ 2 %', rbq
f
(44.75') -
Existing °
44.5 r � f�
Residence �� 44.5` v
LO
Stone to §ectio _
Bridge
402 48.' �� F(4 .7') - - vas
I Bedroom #3
Bath #3 FFE 44.91' Condensers
s
Mud I Foyer II (below)
Lot 39 Deck El. Room FFE 57.05'
�� _ FFE 55.21' utility/
8.5' j - -- - Room
� 4
8150 __ 53.0' -
5.
r-
I
WE,
P. 48.5' v
U453
� Provide stone paying to match the 9' x 19' �-
�? deck stone. Adit st the existing] arking Space \
� _ -- concrete walk as required:, 9' X 19'
54.5' Parking Space Existing boulder /
I Parking Space _-
/ v walls to remain v w
+ �� 54.7' �-]
(ver.)
\ 9 x 19' II -
Parking Space Storm Grate
\ Rim El. 8154.3'
+ Step Section at Garage 0 0
O
I 301 1 " =1' -0° � of 7
Remove 1) Serviceberry for the 9' X191 Dry e et 1
proposed boulder retaining wall Parkin 505 1 0/ + I
4 \N
E �
Remove all railroad ties, andvegetable garden remnants. 0
�_ Preserve the existing irrigation system and large shrubs.
Informal stone walk and steps - \� Provide stepping stones for access from the stairway from ,
on sand base to provide access 20' Building Setback existing stone pavers. 60.0' -- -- Reference Architects drawings
from the Auto Court to �� / + ti
Bedroom #4. Adjust alignment
\ 63.0' O
as necessary for existing trees. I I Garage Roof
FFE 8166.4'
IN( 817/0
j - 62 6� �
I Property Line I� 44
® / \ �
Site Layout and Grading Plan
B e a v e r D a m R o a d
Existing Concrete Landing at the top of the stairs to be
demolished and replaced with Stone Paving. See Sheet L3 for
details.
Proposed boulder retaining. Re -use
existing site boulders. Build a dry creek
into the wall at the direction of the
landscape architect.
I
Re -grade along the drive to create a "dry creek ".
Coordinate with project Arborist for any impact
to the existing evergreen tree.
Provide a 2' wide strip of crushed gravel along
Beaver Dam Road as shown.
Design Review
Staff Approval
TOXIN OF VAIL , By Warren Campbell at 7:49 am, Jul 22, 2014
Job No. 1118.00
Issue
Date
DD est.
June 26, '12
Final DRB
July 23, '12
Final DRB
Revision
Aug. 24,'12
Final DRB
Revision
Aug. 29,'12
Owner
Oct. 10, '12
Construction
Set
Oct. 1g, '12
Permit
Corrections
Nov. 2, '12
DRB
Changes
Jan. 2, '13
Permit
Revisions
Jan. 21, '13
Construction
Documents
Mar. 13, '13
ASI 5
June 4, '13
Owner
Oct. 1,'13
ASI 22
Nov. 1, '13
DRB Update/
Revisions
Nov. 1, '13
Owner
May 22, '14
Bid
May 30, '14
Owner
June 6, '14
ASI 41/
DRB Chances
July 15, 14
14
I �
U
CU
0
Q
Copyright
Fieldscape Incorportated
All Rights Reserved
This document, and the ideas and
designs incorporated herein, an
instrument of professional service
is the property of Fieldscape
Incorporated and is not to be
used in whole or in part for any
other project without the written
authorization of Ric Fields
Sheet:
L002
Of: six
3;
TT - - - - - -
Garage Roof
-�F
Approximate point of access to roof from stairway.
Use exsiting stone pavers to create a path from the
stairway to the top of the Garage.
Stair Plan Enlargement
/ CC
a v e
D a m
R o a
i
Remove the existing concrete landing at the top of
the stairs, replace with Stone Paving with a 8"
perimeter and random infield. Ref. Detail this
Sheet. Landing in similar pattern.
on
r
T wide gravel strip along Beaver Dam Road with
a steel edging on the north side. Place gravel on a
week fabric to be approved by L.A.
Provide a Stone Landing at
the bottom of the stairs as
shown in a random pattern
Landing
0
ego e�iis'ting r
� repro
steps
sic
c
drai:
f th
dw'gs.)
Design Review
Staff Approval
F By Warren Campbell at 7:49 am, Jul 22, 2014
Job No. 1118.00
Issue
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Owner
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Bid
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ASI
RB Changes DRB
July 15, '14
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Job No. 1118.00
Issue
Date
Owner
May 22,'14
Bid
May 30, '14
Owner
June 6, '14
ASI
RB Changes DRB
July 15, '14
a�
0
v
Copyright
Fieldscape hicorportated
All Rights Reserved
This document, and the ideas and
designs incorporated herein, an
instrument of professional service
is the property of Fieldscape
Incorporated and is not to be
used in whole or in part for any
other project without the written
authorization of Ric Fields
Sheet:
L003
Of: six
V
0
�
Q
V)
Copyright
Fieldscape hicorportated
All Rights Reserved
This document, and the ideas and
designs incorporated herein, an
instrument of professional service
is the property of Fieldscape
Incorporated and is not to be
used in whole or in part for any
other project without the written
authorization of Ric Fields
Sheet:
L003
Of: six
General Notes and Specifications
1. Location of all trees shall be staked by the Contractor and approved by the Landscape Architect
prior to final installation.
2. Exact placement and shape of planting beds shall be reviewed by the Landscape Architect prior
to installation of irrigation system.
3. All plant materials shall be backfilled with one part peatmoss /compost mixture with two parts
topsoil.
4. All plants shall be "Colorado Grown ", "Colorado Fielded" or "Northern Grown ".
5. Spruce trees to be nursery grown with leader in tact and undamaged.
6. All herbaceous planting beds shall be amended with well rotted manure /compost mixture (one
cubic yard compost per 350 s.f. one cubic yard sphagnum peatmoss per 250 s.f.) and tilled into
rock -free topsoil to a minimum depth of 6 ".
7. All herbaceous beds shall be top dressed with 1" extra fine shredded hardwood bark mulch.
8. All shrub beds and tree wells shall receive a minimum of 3" shredded hardwood bark mulch.
9. All plant beds shall receive Mira -Fi filter fabric or equal weed barrier.
10. Place a variety (species and bloom) of perennials and ground covers in masses (min. 6 plants)
where designated on Plan. Plant masses of bulbs in perennials beds.
11. All deciduous trees 21" cal. and greater shall be staked with 6' steel "T" stakes and guyed with
#14 gauge galvanized wire and 12" wide x 18" green nylon tree straps; all trees less than 22" cal.
shall be staked by 6' Lodgepole stakes with the same guying and wrapping specifications.
12. All deciduous trees shall be provided with a tree well at its base. Wells are to be earth
constructed, having a minimum shallow depth of 4 ".
13. All newly planted trees shall be rootfed at time of installation. Rootfeeding shall consist of a
liquid root growth stimulator including vitamin B -2 and al slow release fertilizer composed
of14 +14 +10 +2% iron.
14. All trees, shrubs, vines and mixed flowers shall receive drip irrigation at a schedule consistent
with their individual needs. All sod areas shall receive spray irrigation with 100% overlap. All
disturbed areas shall be revegetated with native grasses and wildflower grasses and shall receive
temporary irrigation for a minimum of 2 growing seasons; thereafter decrease water application
gradually.
15. Aspen trees shall be field collected with a minimum of three clear trunks unless otherwise
specified.
16. Unless otherwise noted on the drawings or technical specifications, all planting beds shall be
separated from sod and revegetation areas by Bend -A -Board edger.
17. One application of di- ammonium phosphate fertilizer, 18 -46 -0 shall be broadcast prior to
seeding at a rate of 7 -8 lbs per 1,000 s.f.
18. All disturbed areas to be revevetated with native grasses shall be revegetated by sewing the
following seed mixture at a rate of 42 lbs. per acre:
Seed % mix
Sheep Fescue 20
Creeping Red Fescue 20
Canada Bluegrass 20
Canby Bluegrass 20
Rocky Mountain Wildflower Mix 20
19. All areas to receive wildflower seeding shall be sewn with the following mix of wildflower
seed:
Seed % mix
Siberian Wallflower 15.08
Perennial Lupine 13.08
Sweet Williams Pink 12.04
Rocky Mountain Penstemmon 12.04
Perennial Gallardia 12.04
Blue Flax 10.04
Dwarf Cornflower 6.04
Annual Baby's Breath 6.04
Corn Poppy 3.04
California Poppy 3.00
Dame's Rocket 3.00
Shasta Daisy 3.00
Giant Columbine 1.00
White Yarrow .32
Aspen Daisy .24
20. All seed, sown and fertilized area are to be lightly raked into the soil.
21. Mulch all sown areas with 2 -3" straw or hay, free of weeds.
22. All straw mulched areas area to be tackified with an appropriate organic tackifier at the rate of
120 lbs. per acre.
23. All finish grades shall provide for natural runoff of water without low spots or pockets. Set
flow lines accurately and provide a minimum 2% and a maximum 33% gradient unless otherwise
noted. Contractor shall be responsible for positive drainage throughout the site with accurately set
flow lines. No low spots or ponding of water will be accepted in the final work. Positive drainage
shall occur away from all improvements.
24. "Specimen" plant material shall be flagged at the holding nursery for approval from the
Landscape Architect.
25. Plant quantities in the Plant Schedule are for information only. Landscape Contractor is
responsible to do their own quantity take -offs for all plant material on the Plans. In case of
discrepancy, the Plans take precedence over the Plant Schedule.
26. Contractor shall field verify existing grades, utilities and conditions, and notify the Owner of
any discrepancies before starting work or making modifications. Contractor will be required to
complete the work of this project according to the proposed drawings, details and specifications.
If conflicts arise in the field, contact the Owner or Owner's representative for resolution.
27. Verify locations and conditions of existing trees and plant materials prior to beginning work.
Contractor shall take appropriate measures to protect them and avoid compaction within their
drip lines. Avoid cutting of roots over 1" in diameter. Damage to existing plant material by the
Contractor shall result in the Contractor replacing damaged material at his/her cost.
28. It shall be the Landscape Contractor's responsibility to conform to all design criteria as noted
on the Drawings or the technical specifications. Any discrepancies, deletions, additions or
alterations to the Drawings or specifications shall be presented in writing to the project Landcape
Architect prior to installation.
29. The Landscape Contractor shall submit the Company's written document regarding its policy
in plant guarantee and replacement to the Owner. Each guarantee shall conform to the minumum
standard of replacing all material, including labor, due to the sickness or death of a plant for the
period of one year following final acceptance.
30. The Landscape Architect will have the sole and exclusive right to accept and reject any plant
material brought onto the Site which he /she may find unacceptable.
31. The Landscape Architect must have a minimum of 24 hours notice prior to a desired site visit.
32. Topsoil Depth: all shrub beds shall receive a minimum of 12" topsoil; sod areas to receive 18"
topsoil.
33. Watering schedule for sod areas: soak newly - installed sod to field capacity; keep moist for two
weeks, adjusting for the weather conditions; gradually reduce the watering to allow for the roots
to stretch and search for water. Once this is established, use a soil tensionmeter to avoid
over - moisture of the soil.
34. Erosion control blankets are to be used on steep slopes, generally steeper than 3:1, and slopes
where erosion hazard is high and in sensitive areas such as steams and wetlands and where
planting is likely to be slow in providing adequate protective cover. Additionally, it shall be used
on slopes where mulch must be anchored and other methods such as crimping or tackifying are
neither feasible nor adequate.
a. Mats/ Blankets shall be installed vertically.
b. The sloped surface shall be free of rocks, clods of dirt, sticks, and grass.
Mats/Blankets shall have a good soil contact.
c. Apply permanent seeding before placing the mat.
d. Lay the Blankets loosely and stake or staple to maintain direct contact with the soil.
Inn nnf ctrafrh
1. Measure height of the tree ball (Ht.)
2. Dig a tree pit twice the root diameter (Width), and shallower than its Ht. depending on
the size of the root ball (X): 60" diameter root balls and larger should be 6 -12" above natural
grade; 2 -3" caliper trees should be 2 -6" above natural grade.
3. Set the root ball on undisturbed soil.
4. Remove twine, burlap, and baskets from top 3 of root ball.
5. Fill pit with 3 backfill and IN compost. No rocks larger than baseball size are permitted.
Foot pack in 6" lifts.
6. Water thoroughly, to the point of saturation, removing all air pockets from backfill
material. Utilize a long metal pipe watering wand. Do not fertilize at time of planting.
7. Tree shall be planted vertically and maintained throughout construction. Any site
retaining above or below the tree shall be provided as necessary and shall be outside of the
drip line of the tree. Boulder retaining shall match the other site retaining. For steep slopes,
refer to Evergreen Tree Planting on Slope Detail.
are.
Plant Schedule
Symbol Common Scientific Count Size
Name Name
Op
Colorado Blue Spruce Picea pungens 1
22'
Quaking Aspen
Populus
3 3" Cal.
o �
N
tremuloides
4
Quaking Aspen
Populus
1 2 -3" Cal. Multi
14
tremuloides
(5 trunks min.)
1 Leaf /Cistena Plum
Prunus x cistena
3 8' Ht.
Spring Snow Crabapple
Manus sp.
'Spring Snow'
1 4" Cal. Specimen
cH Native Chokecherry
BRD :Redtwig
0 G� Golden/Yellow
Flowering Currant
RLC Red Lake Currant
DA =Arctic
SB Mountain Snowberry
CL Common Lilac
wR Native Pink Rose
Mugo Pine
�r
AMa Slowmound Mugo Pine
=_ BT _= Big Tuna Mugo Pine
M = Montgomery Spruce
Prunus virginiana
1
a
o �
N
Corpus stolonifera
4
'Baileyi'
Final DRB
Revision
Ribes aureum
14
Ribes rubrum
1
'Red L '
o w
Salix purpurea
5
nana
U .�
Symphoricarpos
4
Syringa vulgaris
Rosa woodsii 3
Pinus mugo 1
Pinus mugo 3
'Slowmound'
Pinus mugo 4
'Big Tuna'
Picea pungens 3
'Montgomery'
#10
#10
#5
#5
#5
#5
4 -6' B &B
#5
#25
#10
#25
#25
(D Maiden Grass Miscanthus sininsis 17 1 Gal.
'Gracillimus'
Purple Clematis Clematis lingustifolia 3 1 Gal.
Native Perennials:
Contractor to issue a list of all proposed species 2,510 s.f. 1 Gal., 18" o.c.
Bluegrass Sod (Golf Course cultivar) 2,020 Sq. Ft.
Native Groundcovers: 60 Sq. Ft.
Contractor to issue a list of all nronose ecles
Prune all damaged a
dead wood after plar
and mulching
Concrete Curb, edgin;
sidewalk
Score
with e
Remove o
rootball of
G o
r e
k
C r e e
In
Inventory the type and rate of native
grasses in this area and revegetate with
-� - - - - - grasses to match with a wildflower mix. --
ub at grade grown in container or
in nursery. Set top of Juniper
11 to finish grade of mulch.
Apply specified mulch to
4" depth.
backfill, 3 compost
fixture.
1VV1G
Hold mulch grade 1" below edge of walk. edging or curb.
Do not cut leader. Prune damaged or dead
wood after planting and staking. Keep shape
typical of species. Do not prune lower branches.
Approved tree strap. Do not
twist. Maintain a minimum of 2" r/
clearance between the strap eyes Guy wires: provide 3 equidistant
and the trunk. around tree. Keep clear of
branches to prevent rub damage.
3) Nylon webbing strap collar, heavy duty. Do not twist.
Straps should have clearance from the trunk so as not to
have girding effect. Space evenly. Provide 2" clearance
minimum between the trunk and the strap eyes.
Finish Grade
dI
cV
Existing undisturbed subgrade
8. Provide tree stakes as described above. Space evenly. If
more than three stakes are required, provide the
appropriate number.
9. Drive stakes into undisturbed soil, keeping the tops even.
10. Provide at least 6" between the root ball and the stake.
Leave this area low for
planting (see Plan for
proposed planting and soil
preparation requirements).
11. Build a water saucer not less than 6" to the edge of the
root ball with compost material. Inside of Saucer shall not
cover the root ball.
12. Provide 4" depth of bark nuggets, 2 -4" diameter for area
within the water saucer. Leave a 4" diameter void around
the base of the tree.
4" void around
base of tree
Level of Backfill
Existing undisturbed subgrade
i
7"
i <
,q
\II
Existing Grade
Boulder
Retaining
Finish Grade
Backfill, Y3 compost mixture
Approved tree strap. Do not
twist. Maintain a minimum of 2"
clearance between the strap eyes
and the trunk.
1. Measure height of the tree ball (Ht.)
2. Create a level planting area by retaining on either the downhill side of the tree location or
the uphill side (site conditions may require both). Account for planting the tree above grade
(see note #3). When laying out the retaining, account for stake locations between it and the
root ball (see note #12)
3. Dig a tree pit twice the root diameter (Width), and shallower than its Ht. depending on
the size of the root ball (X): 60" diameter root balls and larger should be 6 -12" above natural
grade; 2 -3" caliper trees should be 2 -6" above natural grade.
4. Set the root ball on undisturbed soil.
5. Remove twine, burlap, and baskets from top 3 of root ball.
6. Fill pit with 3 backfill and 3 compost. No rocks larger than baseball size are permitted.
Foot pack in 6" lifts.
7. Water thoroughly, to the point of saturation, removing all air pockets from backfill
material utilizing a long metal pipe watering wand. Do not fertilize at time of planting.
8. Tree shall be planted vertically. Any site retaining above or below the tree shall be
provided as necessary and shall be outside of the drip line of the tree. Boulder retaining
shall match the other site retaining. For steep slopes, refer to Evergreen Tree Planting on
Slope Detail.
V; \11*i__
i
V;
lanting Ply
Guy wires: provide 3 equidistant
around tree. Keep clear of
branches to prevent rub damage.
3) Nylon webbing strap collar, heavy duty. Do not twist.
Straps should have clearance from the trunk so as not to
have girding effect. Space evenly. Provide 2" clearance
minimum between the trunk and the strap eyes.
Boulder
Retaining
Finish Grade
11. Provide tree stakes as described above. Space evenly.
If more than three stakes are required, provide the
appropriate number.
12. Drive stakes into undisturbed soil, keeping the tops
even, leaving 6" minimum between the stake and the
excavation for the root ball and the boulder wall.
13. Remove water saucers after a full year of growth.
/
7. ULL13U Q Y WAICl JQLLICl O 11LL1 LL11IUlll ll Vlll L1lC CU�C Vl LLIC
root ball with compost material. Inside of Saucer shall not
cover the root ball.
10. Provide 4" depth of bark nuggets, 24" diameter for area
within the water saucer. Leave a 4" diameter void around
the base of the tree.
Design Review
Staff Approval
TOWN ',� : �l By Warren Campbell at 7:50 am, Jul 22, 2014
Job No. 1118.00
Issue Date
v
�
o �
N
July 23, '12
�
Aug. 24,12
Final DRB
Revision
Aug. 29, '12
Owner
e
� v
Oct. 18, '12
o w
Nov. 2, '12
DRB
Changes
`
U .�
Jan. 21, '13
Construction
Documents
`v
o
-
Owner
Oct. 1, '13
ASI 22
„
o0
U
o
May 22, '14
= q
N
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r
Job No. 1118.00
Issue Date
DD est.
June 26, '12
Final DRB
July 23, '12
Final DRB
Revision
Aug. 24,12
Final DRB
Revision
Aug. 29, '12
Owner
Oct. 10,'12
Construction
Set
Oct. 18, '12
Peit Corrections
Nov. 2, '12
DRB
Changes
Jan. 2, '13
Revisions
Jan. 21, '13
Construction
Documents
Mar. 13, '13
ASI 5
June 4, 13
Owner
Oct. 1, '13
ASI 22
Nov. 1,'13
DRB Update/
Revisions
Nov. 1,'13
Owner
May 22, '14
Bid
May 30, '14
Owner
June 6, '14
1�
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75
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r
C75
Copyright
FieldscapeIncorportated
All Rights Reserved
This document, and the ideas and
designs incorporated herein, an
instrument of professional service
is the property of Fieldscape
Incorporated and is not to be
used in whole or in part for any
other project without the written
authorization of Ric Fields
Sheet:
L004
Of: six
501
Major existing tree to be saved.
Issue
Dry stacked stone placed a
DD est.
minimum of 8' from the trunk.
o s~
N
Aerating vents - PVC pipe - fill
1-21-2" thick Colorado Buff Sandstone
landings in a random pattern on a sand base,
with porous stone at drip line.
24" minimum diameter, with 1" grout joints
-� Aerating lines - perforated pipe
Owner
in radial pattern laid in blanket of
Construction
Set
-5 -C
Permit
Corrections
• porous stone.
DB
CChan es
�' Mirafi filter fabric above and
Permit
Revisions
below stone.
2" Sand Setting
Mar. 13, '13
ASI 5
June 4, '13
Sandstone landing and patio stone
Oct. 1, '13
(see Plan for layout)
Finish grade
Sandstone steps —
NOV. 1,13
30" wide (except where indicated otherwise) x 6" thick
Colorado Buff Sandstone steps
— III —III
(see Plan for layout).
I I =1 I I =1 I I III =1 I I— Existing (natural) grade
Filter Fabric —
dry stacked stone placed a
ninimum of 8' from the trunk.
Aeration lines in fill area.
Tree with Fill Detail
N.T.S.
Stone Steps to Lawn Area:
Unheated Colorado Buff stone steps on a concrete
base with mortar setting. Treads overlap vertical
stone veneer risers by 4 ". Treads are 1/2 the width
of the base of the column. Verify its width.
506
Lawn Area
502
H'
12 " -16" Tread 4" 1 1 12" Top Tread
(TYp.) I (min.) I I (TYP -)
Compact Subgrade to 95%
S.P.D. prior to placing
each successive step.
Landscape Boulders
(see Plan)
— 2" Sand Setting
-ompacted
Road Base
Informal Stone Step Section
1..= 1• -0..
2
Site Boulders:
Place boulders in a random pattern (see
Plan for type and size). Set in ground per
ratio (min.) or to the depth that the boulder
shows its size. Coordinate with Landscape
Architect with placement and aspect.
503
8 -12" and 24 -30" diameter -
River Rock Accent rocks on
either side of channel, placed
at the direction of the
landscape architect.
Compacted
Subgrade
- 2 -4" diameter River Rock
Border, 6" deep
Plastic Edging
(both sides)
Mirafi Filter Fabric
Dry Creek Section
N.T.S.
Dry Creek over the Dry Well: open the gravel channel to a 5'x 6'
well to absorb ground water. Provide a protection layer of filter
fabric Mirafi 140 -N or equivalent. (no fabric on the bottom of
the Well). Fill Well with 12" to 3" diameter clean rock (ASTM
D -448 or better). Do not damage filter fabric during installation
of rock.
Existing Drive
Finish Grade i \ 23 ✓;�� �✓
Random Boulder Detail "N Lr) Compacted
Subgrade
Xz
505
504; N.T.S.
Topsoil depth per
Specifications
.ipport
e veneer
18 if
,erify)
Unheated stone paving
(see Site Plan)
Heated stone paving
(see Site Plan). Ref. Mechanical drawings.
a
a
a
d ° A d A° a
°
° e d
a d °
/ \ \ / / \ / / \ \ / /�` Concrete and reinforcement per
Structural Engineer's
recommendations
\�
Compacted Subgrade
Stone Steps at Lawn Area
1 " =1' -011
Dry Well Detail
1/411=1' -011
Job No. 1118.00
Issue
v
DD est.
June 26, '12
o s~
N
July 23, '12
Final DRB
Revision
�
Final DRB
Revision
Aug. 29,'12
Owner
Oct. 10, '12
Construction
Set
-5 -C
Permit
Corrections
Nov. 2, '12
DB
CChan es
Jan. 2, '13
Permit
Revisions
O U
Construction
Documents
Mar. 13, '13
ASI 5
June 4, '13
Owner
Oct. 1, '13
ASI 22
Nov. 1,'13
0 C
NOV. 1,13
Bid
May 30, '14
Owner
June 6, '14
ASI 41/
DRB Chances
r—a
U
r °o
1
N
a
� O
Job No. 1118.00
Issue
Date
DD est.
June 26, '12
Final DRB
July 23, '12
Final DRB
Revision
Aug. 24,'12
Final DRB
Revision
Aug. 29,'12
Owner
Oct. 10, '12
Construction
Set
Oct. 18,'12
Permit
Corrections
Nov. 2, '12
DB
CChan es
Jan. 2, '13
Permit
Revisions
Jan. 21, '13
Construction
Documents
Mar. 13, '13
ASI 5
June 4, '13
Owner
Oct. 1, '13
ASI 22
Nov. 1,'13
DRB Update /
Revisions
NOV. 1,13
Bid
May 30, '14
Owner
June 6, '14
ASI 41/
DRB Chances
July 15, '14
C)
U
4�
0
� � Q
a
Copyright
FieldscapeIncorportated
All Rights Reserved
This document, and the ideas and
designs incorporated herein, an
instrument of professional service
is the property of Fieldscape
Incorporated and is not to be
used in whole or in part for any
other project without the written
authorization of Ric Fields
Sheet:
Design Review
Staff Approval
TOWN OF VAI L � By Warren Campbell at 7:50 am, Jul 22, 2014 L005
Of: six
Landscape Calculation:
Lot Area: .5179 acres = 22,560,s.f.
House,Drive,Decks (not included): 8,838 s.f. (39% of site)
Patios, Steps, Dry Creek, Hot Tub: 1,059 s.f. (5% of site)
All other portions of the site: 12,556 s.f. (56.0% of site)
Hardscape Areas
Softscape Areas
Informal Walk: 143 s.f.
Walk: 20 s.f.
Design Review
Staff Approval
� � � �° By Warren Campbell at 7:50 am, Jul 22, 2014
TOWN
v
O
v
�
o �
N
U
�
4�
.
vJ
0 Ci
0
o0
N
a � O
Job No. 1118.00
Issue
Date
DD est.
June 26, '12
Final DRB
July 23, '12
Final DRB
Aug. 24,'12
Revision
Final DRB
Aug. 29,'12
Revision
Owner
Oct. 10, '12
Construction
Oct. 18,'12
Set
Permit
Nov. 2, '12
Corrections
Jan. 2, '13
CDhan es
Permit
Jan. 21, '13
Revisions
Revisions
Construction
Mar. 13, '13
Documents
ASI 5
June 4, '13
Owner
Oct. 1, '13
ASI 22
Nov. 1,'13
DRB Update /
IlOV. 1,13
Revisions
Bid
May 30, '14
Owner
June 6, '14
ASI
July 15, '14
DRB C
DRB Chanties
v
O
Copyright
FieldscapeIncorportated
All Rights Reserved
This document, and the ideas and
designs incorporated herein, an
instrument of professional service
is the property of Fieldscape
Incorporated and is not to be
used in whole or in part for any
other project without the written
authorization of Ric Fields
Sheet:
L006
Of: six
as)
U
4�
�
Q
cu
Copyright
FieldscapeIncorportated
All Rights Reserved
This document, and the ideas and
designs incorporated herein, an
instrument of professional service
is the property of Fieldscape
Incorporated and is not to be
used in whole or in part for any
other project without the written
authorization of Ric Fields
Sheet:
L006
Of: six
I o-
T
fr
I
PP&11/ i TffD
C
it.' clpvA LL
ce Lax
1 �
F- alr�
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4
I— — .-- —. — _— — --- — -- — — _._�
Design Review
Staff Approval
TOWN UA�i 4 By Warren Campbell at 7:50 am, Jul 22, 2014
ADDRESS MARKER- EXISTING
ISSUE: DRB CHANGES
D4.13A
SCALE: 3/4" = I' -0"
DATE: 7.14. I4
MARSHALL RESIDENCE REMODEL
DOUGLAS MILLER DECHANT ARCHITECTS
VAIL, CO
PROJECT# 1107
SHEPHERD RESOURCES INC /AIA
91
H
11
COPPER WRAPPED GAP
SIMILAR HOUSE CHIMNEY
GAP DESIGN N LIGHT
INSIDE
DRAINAGE GAP
3" STONE GAP W/ I"
OVERHANG $ SLOPING
TOP
COPPER SHEET ON TOP
OF STONE GAP W/
DRIP /HEMMED EDGE
(E) STEEL ANGLE /LINTEL
4" STONE \/ENEER
TO MATCH HOUSE
GMU AS REO
y
am
(E) STONE
SLAB TO - REMAIN <
(E) GONG PIEiR-
4" BLUED -STEEL LINTEL
BLUED -STEEL BOX WITH
"IG3" GUT INTO FACE AND
BAGKLIT. 4" FROSTED
GLASS BEHIND LETTERS.
LETTER STYLE 8 HEIGHT
TO MATCH EXISTING
3" STONE SILL
Design Review
Staff Approval
By Warren Campbell at 7:50 am, Jul 22, 2014
TOWN OF VAIL
PROPOSED ADDRESS MARKER- SECTION
ISSUE: DRB CHANGES
D4.13 B
SCALE: 3/4" = 1' -0"
DATE: 7.14.14
MARSHALL RESIDENCE REMODEL
DOUGLAS MILLER DECHANT ARCHITECTS
VAIL, CO
PROJECT# 1107
SHEPHERD RESOURCES INC /AIA
51
H
11
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Design Review
Staff Approval
By Warren Campbell at 7 :50 am, Jul 22, 2014
PROPOSED ADDRESS MARKER- ELEVATION
ISSUE: DRB CHANGES
D4.13 C
SCALE: 3/4" = I' -0"
DATE: 7.14. I4
MARSHALL RESIDENCE REMODEL
DOUGLAS MILLER DECHANT ARCHITECTS
VAIL, CO
PROJECT# 1107
SHEPHERD RESOURCES INC /AlA
M
H
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