HomeMy WebLinkAboutDRB140031 Plans ApprovedHARMAN RESIDENCE
4284 Columbine Drive, Vail, Colorado
GENERAL NOTES: PROJECT SUMMARY:
1. DO NOT SCALE DRAWINGS.
2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY
WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR
DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY.
3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN
APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE
PARTICULAR AREAS.
4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS,
OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS
ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS
OTHERWISE NOTED.
5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE
BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET
ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS.
6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR
TYPES.
7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR
WINDOW TYPES.
8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR
AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS.
9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR
FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY
THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A
DELAY IN THE PROJECT.
10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE
CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS
GOVERNED BY THE UNIFORM BUILDING CODE 1997 EDITION. COMPLIANCE IS MANDATORY.
THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO
ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES.
11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND
OBTAIN APPROVALS FROM THE ARCHITECT /ENGINEER BEFORE ANY CUTTING, NOTCHING, OR
DRILLING OF ANY CAST -IN -PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER
STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE
CONSTRUCTION.
12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE
BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY
SITE WORK.
13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK
SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL
PROBLEMS WITH THESE SURFACES.
14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S
WRITTEN APPROVAL.
15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR
AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES,
EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE
INDUSTRY.
16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND /OR OUTSIDE
SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES.
17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING
UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION
IMPACTS TO THE SITE.
18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE
ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL
AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON - DISTURBED
LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND
WITH THE NON - DISTURBED LANDSCAPE.
19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER.
20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE
CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR
LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT.
DRB140031 CR1
CODE:
INTERNATIONAL RESIDENTIAL CODE 2012
ZONING:
TWO FAMILY RESIDENTIAL DISTRICT
OCCUPANCY CLASSIFICATION:
R -2
PROJECT TEAM:
ARCHITECT:
K.H. WEBB ARCHITECTS P.C.
710 WEST LIONSHEAD CIR., SUITE A
VAI L, CO 81657
PH. 970 - 477 -2990
Michael @khwebb.com
CONTACTS:
KYLE H. WEBB / MICHAEL CURRENT
CONTRACTOR:
VAIL CUSTOM BUILDERS
0429 EDWARDS ACCESS RD.,
STE. A207
PO BOX 2809
EDWARDS, CO 81632
PH. 970 - 926 -8771
LANDSCAPE ARCHITECT:
DENNIS ANDERSON ASSOC.
PO BOX 1387
EDWARDS, CO 81632
PH. 970 - 390 -3745
SURVEYOR:
EAGLE VALLEY SURVEYORS
P.O. BOX 1230
EDWARDS, COLORADO 81632
PH. 970.949.1406
0
TOWN OF VAIL
VICINITY MAP:
Received
By Carolyn Godfrey at 12:01 pm, Mar 14, 2014 03m 9m2014
DRAWING INDEX:
CIVIL
C001 TOPOGRAPHIC SURVEY
LANDSCAPE
L -1 SOUTH LANDSCAPE PLAN
L -2 NORTH LANDSCAPE PLAN
S -1 SOUTH SITE /GRADING PLAN
S -2 NORTH SITE /GRADING PLAN
ARCHITECTURAL
A 001
SITE PLAN
A 002
SQUARE FOOTAGE CALCS
A 003
EXTERIOR LIGHTING PLAN
A 100
CRAWL SPACE PLAN
A 101
LEVEL ONE FLOOR PLAN
A 102
LEVEL TWO FLOOR PLAN
A 103
ROOF PLAN
A 201
EXTERIOR ELEVATIONS
A 202
EXTERIOR ELEVATIONS
A 301
BUILDING SECTIONS
A 302
BUILDING SECTIONS
A 901
PERSPECTIVES
0 Approved by the
Design Review Board
TOWN OF VA I L ' By Joe Batcheller at 3:33 pm, Mar 21, 2014
NOT FOR CONSTRUCTION
J
LF7
�
�,
a
�
—
ao
W
�
�
�
2
J
o
ea
e3
�
�
J
A
J
L
No. Description Date
HARMAN
RESIDENCE
Cover
Project number har -13
Date 03.13.2014
Drawn by WMC
Checked by -
A000
Scale
n
M
M
0
N
c�
oy�l
G�
EDGE ASPHALT (TYP)
\ /
' /
\ 10.0' 10.0 8RS_
UTILITY AND \
ACCESS
EASEMENT \ \ \
PARCEL B
4
44 /
2WER
MANHOLE
I
I
I
I
I
FOUND PIN RED PLASTIC I
CAP LS #22575
LOT 20 -3 \ 36 38
II_�•;-7'51i
ROCK SWALE
c
BRa \
Lr
�R "6, \ 0
\ 0
APPARENT EASEMENT w
EXISTING CENTERLINE
SEWER
Go'
VERY APPROX LOCATION \
100 YEAR FLOOD PLAIN LINE
INTERPOLATED FROM F.E.M.A
EAGLE COUNTY, COLORADO
INSURANCE STUDY NUMBER
08037V000A REVISED
PRELIMINARY DATED
AUGUST 28, 2003
SUBJECT TO CHANGE
PARCEL A
8441.1
007r
O
EDGE
ROCK 1Q'
PLANTER _4&_ ;or,
V FOUND PIN & ALUM CAP LS #16844
d 35' WITNESS COR
ef-
I
►�
\ ,SEWER b5
y� MANHOLE b4
INV= 8429.4 " " " "b2
/ b1
��\ b3 O WETLANDS
FOUND PLAIN -,
#5 REBAR
EL= 8433.14
41
a8
A
"S \ WETLANDS –
y CIP Q� , BYO OTHERS
CON C
WALL
b7
\ /lam
/1
�I
i
• • 4• ••
8448.8
�C 8449.1 DECK OUTLINE /
46 /\ /
I
0
/ 127.34,
.37,2$91 W
/ FOUND PIN & RED PLASTIC CAP
LS #13901 20' WITNESS COR
s�
z
\,4a1 \
oo s
Zi V
N17 °05'59 "W —
8.89'
LOT 1
BIGHORN SUBDIVISION
FOURTH ADDITION
83j yak, sump 1
samp 4 �� 6
/
�(a7 S 61� 00 VERY APPROX LOCATION
SEWER / 1�`$ - 100 YEAR FLOOD PLAIN LINE
MANHOLE / EDGE STREAM INTERPOLATED FROM F.E.M.A
V= 8430:0 a4 EAGLE COUNTY, COLORADO
a5 6� 4 INSURANCE STUDY NUMBER
\- - - -° - - 08037V000A REVISED LOT 2
PRELIMINARY DATED
32 NOTE
WETLANDS–BY OTHERS AUGUST 28, 2003 BIGHORN SUBDIVISION
LOT 8 ��� 0 8431.4
BIGHORN ESTATES 6�
APPARENT EASEMENT
EXISTING CENTERLINE R
SEWER
SUBJECT TO CHANGE
FOURTH ADDITION
samp 3
31'50'48 "W CENTERLINE
15.24' STREAM /
W yy�W W W
/ FOUND PIN & ALUM
CAP LS #26598
53' WITNESS COR
8431.4
SEWER \
MANHOLE
LOT 9
41199 HIGHWAY 6 & 24, EAGLE –VAIL BIGHORN ESTATES
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
NOTES:
1) DATE OF SURVEY: 8/11/05
2) LAND TITLE GUARANTEE COMPANY POLICY NO VTF50008487 DATED 7/29/05
WAS USED FOR ALL TITLE AND EASEMENT INFORMATION.
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
4) BASIS OF ELEVATION: USGS VERTICAL CONTROL MARKER Y280. ELEV= 8465.62 NAVD 88.
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT (SEE DRAWING).
6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
7) THE DESCRIPTION FOR THE SANITARY SEWER EASEMENT RECORDED IN BOOK 286,
PAGE 166 CONTAINS MATHEMATICAL ERRORS. IT WAS PROBABLY INTENDED
TO FOLLOW EXISTING SEWER LINES AND MH'S, SHOWN HEREON AS APPARENT
EASEMENT, OR VICE VERSA. NO WIDTH OF THE EASEMENT IS CALLED FOR IN DOCUMENT.
8) WETLAND LOCATIONS HEREON WERE DONE BY OTHERS AND ARE SHOWN BY CLIENT REQUEST.
EAGLE VALLEY SURVEYING HAS NOT DONE ANY WORK TO CONFIRM THEIR LOCATION
OR VALIDITY.
-0 DECIDUOUS TREE WITH APPROX 0.4' DIA TRUNK
foDECIDUOUS TREE WITH APPROX 1.0' DIA TRUNK
2976TOPO.DWG 10/20/05 KPJ
EVERGREEN TREE WITH APPROX 0.4' DIA TRUNK
-1-
EVERGREEN TREE WITH APPROX 1.0' DIA TRUNK
EVERGREEN TREE WITH APPROX 1.5' DIA TRUNK
EVERGREEN TREE WITH APPROX 2.0' DIA TRUNK
EVERGREEN TREE WITH APPROX 3.0' DIA TRUNK
SURVEYOR'S CERTIFICATE
I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
Stan Hogfeldt
Colorado P.L.S. 26598
Date:
/
\T, SEWER
a2
MANHOLE
APPARENT EASEMENT samp
2// INV= 8431.3
EXISTING CENTERLINE
°43'42 "VV4iN
APPROX
50'
N86
STREAM
SEWER
2.72'
38
SETBACK
APPROX 30'
i
STREAM
CENTERLINE SANITARY SETBACK
/
/
SEWER EASEMENT /
\
BOOK 286 PAGE 166 / /
a3
I
0
/ 127.34,
.37,2$91 W
/ FOUND PIN & RED PLASTIC CAP
LS #13901 20' WITNESS COR
s�
z
\,4a1 \
oo s
Zi V
N17 °05'59 "W —
8.89'
LOT 1
BIGHORN SUBDIVISION
FOURTH ADDITION
83j yak, sump 1
samp 4 �� 6
/
�(a7 S 61� 00 VERY APPROX LOCATION
SEWER / 1�`$ - 100 YEAR FLOOD PLAIN LINE
MANHOLE / EDGE STREAM INTERPOLATED FROM F.E.M.A
V= 8430:0 a4 EAGLE COUNTY, COLORADO
a5 6� 4 INSURANCE STUDY NUMBER
\- - - -° - - 08037V000A REVISED LOT 2
PRELIMINARY DATED
32 NOTE
WETLANDS–BY OTHERS AUGUST 28, 2003 BIGHORN SUBDIVISION
LOT 8 ��� 0 8431.4
BIGHORN ESTATES 6�
APPARENT EASEMENT
EXISTING CENTERLINE R
SEWER
SUBJECT TO CHANGE
FOURTH ADDITION
samp 3
31'50'48 "W CENTERLINE
15.24' STREAM /
W yy�W W W
/ FOUND PIN & ALUM
CAP LS #26598
53' WITNESS COR
8431.4
SEWER \
MANHOLE
LOT 9
41199 HIGHWAY 6 & 24, EAGLE –VAIL BIGHORN ESTATES
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
NOTES:
1) DATE OF SURVEY: 8/11/05
2) LAND TITLE GUARANTEE COMPANY POLICY NO VTF50008487 DATED 7/29/05
WAS USED FOR ALL TITLE AND EASEMENT INFORMATION.
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY
ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
4) BASIS OF ELEVATION: USGS VERTICAL CONTROL MARKER Y280. ELEV= 8465.62 NAVD 88.
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND ON LOT (SEE DRAWING).
6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE
AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD
BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND
SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS.
7) THE DESCRIPTION FOR THE SANITARY SEWER EASEMENT RECORDED IN BOOK 286,
PAGE 166 CONTAINS MATHEMATICAL ERRORS. IT WAS PROBABLY INTENDED
TO FOLLOW EXISTING SEWER LINES AND MH'S, SHOWN HEREON AS APPARENT
EASEMENT, OR VICE VERSA. NO WIDTH OF THE EASEMENT IS CALLED FOR IN DOCUMENT.
8) WETLAND LOCATIONS HEREON WERE DONE BY OTHERS AND ARE SHOWN BY CLIENT REQUEST.
EAGLE VALLEY SURVEYING HAS NOT DONE ANY WORK TO CONFIRM THEIR LOCATION
OR VALIDITY.
-0 DECIDUOUS TREE WITH APPROX 0.4' DIA TRUNK
foDECIDUOUS TREE WITH APPROX 1.0' DIA TRUNK
2976TOPO.DWG 10/20/05 KPJ
EVERGREEN TREE WITH APPROX 0.4' DIA TRUNK
-1-
EVERGREEN TREE WITH APPROX 1.0' DIA TRUNK
EVERGREEN TREE WITH APPROX 1.5' DIA TRUNK
EVERGREEN TREE WITH APPROX 2.0' DIA TRUNK
EVERGREEN TREE WITH APPROX 3.0' DIA TRUNK
SURVEYOR'S CERTIFICATE
I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of
the State of Colorado, do hereby certify that this topographic survey was
made by me and under my supervision, and that the survey is accurate and
correct to the best of my knowledge.
Stan Hogfeldt
Colorado P.L.S. 26598
Date:
PLANT OCHEVULE
KEY QTY BOTANICAL NAME COMMON NAME SIZE
,111)
TREES
�L 10 Fopulus tremuloides
2.5" - 3" Caliper
50?0 min clumps
Collected
AL 17 Ficea purgers
Colorado Spruce
10 -14' High
I
U
Grade A - Specimen duality.
• 75 SHRUBS
U)
• Corpus alba 'Argonteomarginata'
Variegated Dogwood
#7 Containers
• Cornus stolinifero
Red Twig Dogwood
#7 Containers
I
Corpus stolonifera 'Isanti'
Isanti Dogwood
#7 Containers
0
Ficea pungens procumbens
Dwarf Conifer
#5 Containers
Q
Fotentillo fruticoso 'Jackmannii'
Jackmans Fotentilla
#5 Containers
�
0
Frunus x cistena
Furple Leaf Flum
#5 Containers
I
Ribes alpinum
Alpine Currant
#5 Containers
0
Rosa rugosa
Rugosa Rose
#5 Containers
I
Rosa glauco
Red- Leaved Rose
#5 Containers
J
Rosa foetida 'Fersiona'
Yellow Fersian Rose
#5 Containers
I
Rosa woodsi
Woods Rose
#5 Containers
�6 3
Spiraea japonica 'Froebelii'
Froebel Spirea
#5 Containers
I
Spirea nipponica 'Snowmound'
Snowmound Spirea
#5 Containers
Salix purpurea 'Nana'
Dwarf Blue Arctic Willow
#5 Containers
Syringa vulgaris
Common Furple Lilac
5' B$B
34/
680 PERENNI AL.3 and GROUN27COVER5
#I containers
I
LANDSCAFE BOULtDERS
NATIVE FROM SITE
I \
LEGEND
EXISTING TREES
SFRUCE TO REMAIN
SPRUCE TO BE REMOVED
ASPEN TO REMAIN
ASPEN TO BE REMOVED
SOD LAWN
KENTUCKY BLUEGRASS BLEND
\ LNr
9J /
SUN DIAGRAM
MI T OF
IRBANCE
APPROX. 30' STREAM -
SETBACK
APPARENT EASEMENT
EXISTING CENTERLINE '
SEWER
WETLA
- - - - - 26 - EXISTING CONTOUR
26
FROFOSED CONTOUR
21065 SHEET FLOW AND FERCENTAGE OF SLOFE
SFOT ELEVATION
\ � DRAINAGE SCALE AND DIRECTION OF FLOW
SILT FENCE - LIMIT OF DISTURBANCE
CULVERT / DRAIN FIFE: SIZED BY CIVIL EN&.
+ SFOT ELEVATION
® DRAIN INLET
APPARE TI EATER
EXISTING CENTER
SEWER
84314
LIMIT OF
1713TURBANCE
EDGE
ROCK
PI ANT
SEWE
EXISTING
BUILDING
84411
NEW BOULDER WALL 4'
HIGH MAX
PROPERTY SETBACK
APPROX. 30'
/ STREAM
SETBACK
100 YEAR FLOOD
PLAIN PER SITE
SURVEY
PROPERTY SETBACK
EDGE OF STREAM
STREAM CENTERLINE
WETLANDS
PERENNIALS
APPARENT EASEMENT
EXISTING CENTERLINE
SEWER
CENTERLINE OF
SANITARY SEWER LINE
Approved by the
Design Review Board
TOWN OF �� By Joe Batcheller at 3:33 pm, Mar 21, 2014
w � E
S
I"
O 5' 10' 20'
SCALE: /"=10'-O"
(on a 24 x 36" sheet)
X
U
CDL
I U)
U
N
(D
U
L
0
0
rn
N
ti
ti
0
ti
rn
ti
LO
co
00
0
O
O
Q
z
w
0
CU
w
z
O
U)
W
0
DENNIS ANDERSON
LANDSCAPE ARCHITECTURE
P.O. Box 1387 Edwards, Colorado 81632
O (970) 926 -7200
C (970) 390 -3745
email daai @comcast.net
Colorado Licensed Landscape Architect # 535
W
U
p
Q
z
U)
W
J
w
Q
UU)
ry
LLJ
—
X
0
U)
00-
Q
W
o°
�
0
—w
(n
p
J
�
0
D
z
Z:)
Lu
J
LU) 1J
P
U)
Q
>
Q
D
Q
J
U
0-
PROJECT:
DRAWN BY: DAAI
DATE:
REVISIONS:
DRB REVIEW 9 -25 -13
REVIEW 10 -14 -13
REVIEW 2 -10 -2014
SOUTH SITE
LANDSCAPE PLAN
L m 1
OF 2
PUNT 5GHEDUL.E
KEY QTY BOTANICAL NAME COMMON NAME SIZE
TR��S
� 10 Populus tremuloides
17 Plcea pungens
1r�
Aspen 2.5" - 3 -3" Caliper
501%1' min clumps
Collected
Colorado Spruce 10 -14' High
Grade A - Specimen duality.
Gornus alba 'Argenteomarginata' Variegated Dogwood #7 Containers
Gornus stolinifera
Red Twig Dogwood
#7 Containers
Gornus stolonifera 'Isanti'
Isanti Dogwood
#7 Containers
Picea pungens procumbens
Dwarf Conifer
#5 Containers
Potentilla fruticosa 'Jockmannii'
Jackmans Potentilla
#5 Containers
Prunus x cistena
Purple Leaf Plum
#5 Containers
Ribes alpinum
Alpine Currant
#5 Containers
Rosa rugosa
Rugosa Rose
#5 Containers
Rosa glauca
Red- Leaved Rose
#5 Containers
Rosa foetida 'Persiana'
Yellow Persian Rose
#5 Containers
Rosa woodsi
Woods Rose
#5 Containers
3piraea japonica 'Froebelii'
Froebel Spirea
#5 Containers
Spirea nipponico 'Snowmound'
Snowmound Spirea
#5 Containers
3olix purpurea 'Nana'
Dwarf Blue Arctic Willow
#5 Containers
3yringa vulgaris
Common Purple Lilac
5' B$3
J� 68o FERENNIALS and GROUNiDCOYERS
LANIDSCAPE 30U1-IDfR3 NATIVE FROM SITE
1.E6EN1D
EXISTING TREES
SPRUCE TO REMAIN
SPRUCE TO BE REMOVED
ASPEN TO REMAIN
ASPEN TO BE REMOVED
- - - - - 26 EXI STI N6 CONTOUR
26
PROPOSED CONTOUR
2 SHEET FLOW AND PERCENTA6E OF SLOPE
SPOT ELEVATION
\ � DRAINAGE 3AALE AND DIRECTION OF FLOW
SILT FENCE - LIMIT OF DISTURBANCE
CULVERT / DRAIN PIPE: SIZED BY CIVIL EN6.
+ SPOT ELEVATION
® DRAIN INLET
#I Containers
STONE VENEER TO MATCH ARCHITECTURE
LOW VOLTAGE LED LIGHT RIBBON RECESSED
ABOVE NUMBERS. 'R' CONTORLLED VIA
78 PHOTOCELL
ADDRESS NUMBERS GUT OUT OF ME7AL.
4 4 4 `:. TRANSLUCENT PLASTIC PLATE BEHIND METAL
4:
METAL PLATE TO MATCH ARCHITECTURE
FRONT � -; � EXTENl7 VENEER 6" BELOW GRADE
ELEVATION
GMU A3 NEEDED A/ BOND BEAM Al CONTINUOUS
#4 TOP COURSE.
4'- OX4' -OX12" THICK SPREAD FOOTING A/ #5'3
SIDE SECTION (9 12" O.G. EACH WAY (3" CLEAR FROM
BOTTOM). PROVIDE #4X6 "XFULL HEIGHT DOWELS
ALVRE55 MONUMENT g EACH CORNER
SCALE: 114"=I'-O"
� 4/
I
I
I
I
I
I
ISEWER
IqANH ❑LE
I �
I '
I �
I I
I �
UTILITY AND
ACCESS
EASEMENT
FARCEJ_ A
LIMIT OF
DISTURBANCE
I
1316 38
I
r _
EDGE
ROCK
PI ANT
EXISTING
BUIL171 NG
84411
� \4
PARCEL
EXISTING
BUI L121 NO
TOWN Of CIAIL
N1=A BOULDER HALL 4'
HIGH MAX
Approved by the
Design Review Board
By Joe Batcheller at 3:34 pm, Mar 21, 2014
1 S
O 5' l0' 20'
SCALE: 1 "= 10' -O"
(on a 24 x 36" sheet)
EXISTING
BUI L171 N6
FARGE1_ G
FROPERTY SETBACK
J �
T
0
Q N
ti
ti
O
ti
rn
_ Lo
00
0
U Q
0
i
O
♦--'
o
ti
DENNIS ANDERSON
LANDSCAPE ARCHITECTURE
P.O. Box 1387 Edwards, Colorado 81632
O (970) 926 -7200
C (970) 390 -3745
email daai @comcast.net
Colorado Licensed Landscape Architect # 535
W
U
p
Q
z
"
Cn
W
U
w
Q
C)
�
U)
w
J
L
�
coLL
On
U
0
Q
W
0
°
(U
Q
W
—
w
>
Fn
O
z
U
0
m
U)W
Q
U)
U)
W
o
ti
DENNIS ANDERSON
LANDSCAPE ARCHITECTURE
P.O. Box 1387 Edwards, Colorado 81632
O (970) 926 -7200
C (970) 390 -3745
email daai @comcast.net
Colorado Licensed Landscape Architect # 535
W
U
p
Q
Z
"
Cn
W
J
w
Q
C)
�
U)
w
W
coLL
On
0
Q
W
o
°
Of
0
—
w
>
Fn
O
o�
U
z
m
U)W
Q
U)
Qp
J
U
PROJECT:
DRAWN BY: DAAI
DATE:
REVISIONS:
DRB REVIEW 9 -25 -13
REVIEW 10 -14 -13
REVIEW 2 -10 -2014
NORTH SITE
LANDSCAPE PLAN
L 2
OF 2
EROSION CONTROL. and TREE PROTECTION NOTES
SILT FENCE: Silt and sediment shall be caught by a "6eo -Fab" fence black in color.
Erect fence prior to excavation and keep in place until final grade is achieved,
landscaping is installed and revegetotion has become established.
2. Straw bale siltation berms shall be placed in drainage swales at intervals not to
exceed 40'.
3. All 2:1 slopes shall receive the native grass seed mix covered by Excelsior
erosion control fabric.
4. The Contractor shall be responsible for preventing the release of sediment laden
water from the construction site and shall be required to install additional control
facilities at the direction of the Owner of Inspector, should problems occur.
5. CONSTRUCTION FENCE: The limit of work and all existing trees designated to
remain will be surrounded with poly construction fence installed at the drip line. The
fencing will remain throughout the entire construction period.
6, TREE PROTECTION: Existing trees to remain within the limit of disturbance are to
be protected with a 5' high construction fence at the dripline of the tree or hay
bales secured to the tree.
SITE L 1 GHTI NC
SYMBOL QTY. TYPE COMPANY MODEL
�I R�
'rC V EQ
q PATH LIGHT
BOLLARD
RUSTY SLOT 60
SLY RUSTY SLOT 50
E26 LED LAMP
CONCRETE MOUNTED
(R)
RUSTY SLOT 50
U
D }�•
z
ts�r
W
ar
••
I� ^fr
'ATT u
SocLeVBulb:
Versions: Art. No.:
E26 LED 6W lexd.J
ron rusted
E26 CFL I I W iexcl.j
Rusty Slot 50 422941flU
1nox. watldge 11 W
0
mate6ol:
Rusty Slot RO A229411 U
feCSi steel
Q
W
ilxe —&-d LED LAMP
Note:
E26 PAR 16 6W LED 120Y 27IX1K
Due to Ike n0t3]re al Conlen steel
ss CRi 3151m Dan..b6 79U32U tol
eoch luminoire is unique
J
M t = W, 27DDK, 51304,
�
D ;—ble 50e2DU
ACCESSORY ter Rauy slet
D
rd 4h 11 .
- []]313X4
CawAwbm.![tli MlM:
0. V.d. 93Fi9e11
rl lri.nh•�nn Nnrth
y..y6mA�anrlmpJ.i
Arn- :'....
PATH L 1 GHT BOLLARD
EXI STI N6 TREES
SPRUCE TO REMAIN
SPRUCE TO BE REMOVE17
ASPEN TO REMAIN
ASPEN TO BE REMOVED
SIT OF
.BANCE
n
APPROX. 30' STREAM -
3ETBACK
APPARENT EASEMENT
EXISTING CENTERLINE '
SEWER
WETLA
I•
I'
I•
I'
I•
I'
I•
I'
1j6 3 �
APPARE T"�EA'SER
EXISTING CENTER
SEWER
8431,4
LIMIT OF
1713TURBANCE
EDGE
ROCK
PI ANT
SEWE
EXISTING
BUILDING
84411
NEW BOULDER WALL 4'
HIGH MAX
WETLANDS
APPARENT EASEMENT
EXISTING CENTERLINE
SEWER
CENTERLINE OF
SANITARY SEWER LINE
Approved by the
Design Review Board
TO VVN 0 F VA I L By Joe Batcheller at 3 :34 pm, Mar 21, 2014
PROPERTY SETBACK
APPROX. 30'
/ STREAM
SETBACK
100 YEAR FLOOD
PLAIN PER SITE
OURVEY
PROPERTY SETBACK
EDGE OF STREAM
STREAM CENTERLINE
w t t E
s
IIt
O 5' 10' 20'
SCALE: /"=10'-O"
(on o 24 x 36" sheet)
U
CDL
I U)
U
N
(D ♦--'
U
L
0
0
rn
N
ti
ti
0
ti
rn
ti
LO
co
00
0
O
O
U
Q
z
w
D
CU
w
z
O
U)
W
0
L
DENNIS ANDERSON
LANDSCAPE ARCHITECTURE
P.O. Box 1387 Edwards, Colorado 81632
O (970) 926 -7200
C (970) 390 -3745
email daai @comcast.net
Colorado Licensed Landscape Architect # 535
W
U
0
Q
z
U)
W
J
w
Q
UU)
ry
w
-
�w
0
U)
00-
Q
W
o°
�
0
—w
(n
p
J
�
0
D
z
Z:)
Lu
J
LU) 1J
P
U)
Q
>
Q
D
Q
J
U
ry
0-
PROJECT:
DRAWN BY: DAAI
DATE:
REVISIONS:
DRB REVIEW 9 -22 -13
DRB REVIEW 9 -22 -13
REVIEW 2 -10 -2014
SOUTH SITE
SITE PLAN
smi
OF 2
CONSTRUCTION NOTE5
Contractor shall verify existing site information, including structures, utilities, property
lines, easements, limits of roadways and curb and gutters that may effect the scope of
work prior to beginning site construction. A11 work shall comply with all applicable code
and ordinances.
2 The contractor shall be responsible For contacting all utility companies For Field
location of all underground utility lines prior to any excavation. Landscape contractor
shall take sole responsibility For any cost incurred due to damage of said utilities.
5 General Contractor to provide and install all irrigation 4" FV6 sleeving to all planting
area prior to paving and wall construction. Coordinate with Landscape Contractor to
provide sleeving locations and information.
4. Frovide all compaction in accordance with the Soils Report.
5. Frovide written notification of all discrepancies between existing and proposed site
improvements
(. Contractor(s) shall employ a licensed surveyor to establish all work lines. Contractor
shall stake out all areas including walks, walls and driveways and obtain the approval
OF the architect prior to construction.
-7. All finished grades shall provide For natural runoff of water without low spots or
pockets. The site surrounding the building should slope away in all directions. A
minimum of 12" in the first 10' (10 %) For unpaved areas and 3" in the first 10'(25%6) of
paved areas
E5. finished grades For planting areas are to be 2" below top of adjacent paving or top:
OF walls.
q. TOFSOIL: Landscape Contractor to supply and place 2" max. screened topsoil to
finished grade with the following depths. Ferennial and shrub beds: 12" deep, lawn 3"
deep, native grasses 2" deep. Over - excavate and remove any existing soils /
construction debris to achieve necessary screened top -soil depths.
10. All grading and drainage including drain pipes, trench drains, drain inlets to be
designed by the Civil Engineer. All concrete paving, walls, steps to have reinforcing
designed by a structural engineer. A11 Sub5lab and subbase wall and paving compactic
requirements to be specified by a geotech engineer. Information on this plan providec
For layout locations only.
L -EGEND
EXISTING TREES
SFRUCE TO REMAIN
SFRUCE TO BE REMOVED
ASFEN TO REMAIN
ASFEN TO BE REMOVED
26 --- EXISTING CONTOUR
26
FROF05EI7 CONTOUR
2,06 SHEET FLOW AND FERCENTA6E OF SLOPE
SFOT ELEVATION
\ � DRAINAGE SCALE AND DIRECTION OF FLOW
SILT FENCE - LIMIT OF DISTURBANCE
---- - - - - -- CULVERT / DRAIN FIFE: SIZED BY CIVIL EN6.
+ SPOT ELEVATION
® DRAIN INLET
STONE VENEER TO MATCH ARCHITECTURE 4/
LOW VOLTAGE LED LIGHT RIBBON RECESSED
ABOVE NUMBERS. 'R' CONTORLLED VIA
787 PHOTOCELL
ADDRESS NUMBERS GUT OUT OF METAL.
TRANSLUCENT FLASTIC FLATS BEHIND METAL
m METAL FLATE TO MATCH ARCHITECTURE
FRONT EXTEND VENEER 6" BELOW GRADE
ELEVATION
GMU AS NEEDED Al BOND BEAM Al CONTINUOUS
#4 ® TOP COURSE.
4' -CX4' -0X12" THICK SFREAD FOOTING Al #513
SIDE SECTION p 12" O.G. EACH WAY (5" CLEAR FROM
BOTTOM). PROVIDE #4X6 "XFULL HEIGHT DOWELS
ADDRESS MONUMENT ® EACH CORNER
SCALE: 114"=I'-O"
\ 10.0'
10.0'
UTILITY AND
ACCESS
EASEMENT
FARC,EL A
EXISTING
BUILDIN6
I LIMIT OF
DISTURBANCE
It
316 38
r
EDGE
ROCK
PI ANIT
� \48
PARCEL
EXISTING
BUILDING
0 Approved by the
Design Review Board
TOWN OF VA I L By Joe Batcheller at 3 :34 pm, Mar 21, 2014
NEW BOULDER WALL 4'
HIGH MAX
NORTH
W E
S
I"
0 5' 10' 20'
SCALE: I "= 10' -O"
(on o 24 x 36" sheet)
EX/ 37/N(5
BUILDING
FARC,EL G
FROFERTY SETBACK
LIMIT OF'
44 51I3TURE5ANCE
4��
'.--j
0
U
U
(D
0
N
ti
ti
0
ti
M
ti
LID
CID
0
0
ry
0
O
J
CD
ti
DENNIS ANDERSON
LANDSCAPE ARCHITECTURE
P.O. Box 1387 Edwards, Colorado 81632
O (970) 926 -7200
C (970) 390 -3745
email daai @comcast.net
Colorado Licensed Landscape Architect # 535
W
p
U
C-
z
U)
W
J
LL]
U
U)
®
C-)
w
U
d
J
a-
D
�
a
J
U)_
z
m
w
U
co
w
J
Q
U
<
Q
U)
z
0
J
07
w
CD
ti
DENNIS ANDERSON
LANDSCAPE ARCHITECTURE
P.O. Box 1387 Edwards, Colorado 81632
O (970) 926 -7200
C (970) 390 -3745
email daai @comcast.net
Colorado Licensed Landscape Architect # 535
W
p
U
z
U)
W
J
LL]
U
U)
®
<
ax
�w
W
U
d
J
a-
D
W
a
°
U)_
z
m
w
Q
LLJ
Q
D
p
J
Q
U
<
Q
PROJECT:
DRAWN BY: DAAI
DATE:
REVISIONS:
DRB REVIEW 9 -25 -13
REVIEW 2 -10 -2014
�•J
I.1
i
i
NORTH SITE
SITE PLAN
S 2
OF 2
f CP
Z
cp
Site
1/811 =
0
0)
0
i
0 a %, 11 --h %
C" Eli
l 1 -�
i �-' - - -
'14C - - , - - - -- ,
11
s
` 300SF SNOW =�
STORAGE = 10% OF
DRIVEWAY AREA
_ e
ID FG
634 A201 -�
1 TREES TO REMAIN
0
0
PARKING - 2
OUTSIDE f
a
- - 0 S- - -
aq
Ja �2 1
� j2
— �' 4 ;.
TREES TO BE REMOVED
2. A201 4
ENTRY I
+843$1$" r1"
UTILITY AND TRASH
0 Approved by the
Design Review Board
TO WN 0 f VA I L By Joe Batcheller at 3 :35 pm, Mar 21, 2014
44- 0
IV6 X41 • 4
J
ENCLOSURE
+8449' -0"
PARAPET fJ
PARKING - 2 +8450, -6" `'F
ENCLOSED
111J
- - - - - 7 /p�`•
-- 3$
36
Boa
qR 40
fi
ra
B�GF
PO�
J 6Jry
La � Od
2 �
O CDP
�o
No.. Description Date
HARMAN
RESIDENCE
SITE PLAN
Project number
Date
Drawn by
Checked by
har -13
03.13.2014
WMC
A001
Scale 1/8" 1' -0"
2
IL
cc
u�
v
M
0
N
M
Harman Residence Zoning Analysis:
Parcel D
4284 Columbine Dr.
East Vail, Colorado
Lot Size: 0.535 acre / 23,300 sq. ft.
Based on I.L.C.'s by Gore -Range Surveying, L.L.C.
Zoning: Two Family Residential
Setbacks: 20' Front
15' Sides
15' Rear
Height: 33' Sloped Roofs
30' Flat Roofs
Landscaping: 13,980 sq. ft. required (60 %)
Parking: 4 spaces required
GRFA allowed: 7,579 sq. ft.
GRFA Proposed: Level 1 - 1,837sf ( +636 GARAGE)
Level 2 - 1,286sf
Total 3,159sf GRFA: 3,195
Site Coverage: 2,473
Approved by the
Design Review Board
TO By Joe Batcheller at 3:35 pm, Mar 21, 2014
Level 2
1/8" = 1' -0"
nzo, 4
- - --(ji )
r
- 2 /
/
/
/
/
_A201 /
i
i
i
� 5
n Level 1
1/8" = 1' -0"
O
NOT FOR CONSTRUCTION
W
_J
4a:
r-
Ln
4!Y
�—
Q
W
=
R
ii
L.+1
C
--
CD
CD
J
Q
C
J
_x
A
J
L
r�
No. Description Date
HARMAN
RESIDENCE
GRFA CALCS
Project number har -13
Date 03.13.2014
Drawn by WIVIC
Checked by -
A002
Scale 1/8" = 1 ' -0"
rn
0
co
co
0
N
co
i
i�
E
JA—
El
(8448' -6 ") I_
0
I
2
O.A E 04?
R
- - - - - 3'
0
0 Approved by the
Design Review Board
TOWN O F VA I L 1 By Joe Batcheller at 3:35 pm, Mar 21, 2014
EXTERIOR LIGHTING
3/16" = 1' -0"
/( O
I
"o
0
J I_
EXTERIOR LIGHTING
LOT SIZE = 23,300 SF
ONE EXT. LIGHT /1000SF OF LOT AREA
=23 FIXTURES ALLOWED
FIXTURE HEIGHT QUANTITY
14" ( <18" DO NOT COUNT) 14
VARIES +72" & +78" 10
NOT FOR CONSTRUCTION
No. Description Date
HARMAN
RESIDENCE
EXTERIOR LIGHTING
Project number har -13
Date 03.13.2014
Drawn by WMC
Checked by -
A003
Scale 3/16" = 1' -0"
a
0
N
co
V
0
N
co
co
d
r_r
a
...
�
z
C-1
o
Z3
v
a
t.,
}
w�
No. Description Date
HARMAN
RESIDENCE
EXTERIOR LIGHTING
Project number har -13
Date 03.13.2014
Drawn by WMC
Checked by -
A003
Scale 3/16" = 1' -0"
a
0
N
co
V
0
N
co
co
A202 2
A B C D F G H
28' -11"
A201
A202
1 Crawls ace
1/41' = 1' -0"
r
ti
M
N
1
K
3
4 l
5
7
•oved by the
gn Review Board
► "' �
TO WN OF VA IL �7 By Joe Batcheller at 3:35 pm, Mar 21, 2014
NOT FOR CONSTRUCTION
J
LF7
CL
—
W
�
�
�
C
J
Q
�
�
�
C
J
�
A
J
S.a
L
No. Description Date
HARMAN
RESIDENCE
LOWER LEVEL PLAN
Project number har -13
Date 03.13.2014
Drawn by WIVIC
Checked by -
A100
Scale 1/4" = 1 ' -0"
2E
n
00
co
M
V
O
N
co
Level 1
1/411 = 1' -011
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
J
Approved by the
Design Review Board
iA By Joe Batcheller at 3:35 pm, Mar 21, 2014
NOT FOR CONSTRUCTION
J
LF7
CL
—
W
�
�
�
C
J
Q
�
�
�
C
J
�
Ill
_
A
J
S.a
L
No. Description Date
HARMAN
RESIDENCE
MAIN LEVEL PLAN
Project number har -13
Date 03.13.2014
Drawn by wMC
Checked by -
A101
Scale 1/411 = 1' -0"
Z>
a
0
0
N
M
t A B
t C
F� G H
n
—
a,.a �F
n n n n n n n n
NOT FOR CONSTRUCTION
J
LF7
CL
—
W
�
�
�
C
J
Q
�
�
�
C
J
�
Ill
_
A
J
S.a
L
No. Description Date
u
KIDS BAT" 2 HARMAN
"-23 4'- 0 1/4" 0' - 3 1 /2' 3211' - 0 3/4"
L5O . RESIDENCE
�
- - 6
rE
- - - - - - - - - - - 7 UPPER LEVEL PLAN
III LL
Approved by the
Design Review Board
TOWN OF VAIL 3 By Joe Batcheller at 3:36 pm, Mar 21, 2014
A202 Project number har -13
1 Level
Date 03.13.2014
1/4" = 1' -0" Drawn by WMC
Checked by -
Al 02
Scale 1/4" = 1' -0"
o_
LO
co
c�
N
V
V
O
N
co
C7
TREES TO REMAIN
— — — —
— I— - 2
) q --0—, -�o — — -----�
r - •5
(3,38 - < -)
4..
'9
---C3
TREES TO BE REMOVED
2
1 4 A201
ENTRY
! ;_ 11 +8450'-6"
0
UTILITY AND TRASH
ENCLOSURE
M
-3(9
CP
36
200
4C)
4A-1
00P.
ck Ser-&
ROOF PLAN
1/8" = 11-011
•
44
Approved by the
Design Review Board
TO F IL "' By Joe Batcheller at 3:36 pm, Mar 21, 2014
WN O VA
NOT FOR CONSTRUCTION
No. Description Date
HARMAN
RESIDENCE
ROOF PLAN
Project number har-1 3
Date 03.13.2014
Drawn by WIVIC
Checked by - Al 03
Scale 1/811 = 11-011
co
0
(P
co
co
-CC r--
C:1
L-)
No. Description Date
HARMAN
RESIDENCE
ROOF PLAN
Project number har-1 3
Date 03.13.2014
Drawn by WIVIC
Checked by - Al 03
Scale 1/811 = 11-011
co
0
(P
co
co
7 6 5 4 3 2 Approved by the
Design Review Board
STUCCO 2 2 STAINED, CLEAR RED CEDAR SHIP LAP SIDING TOWN OF VAIL By Joe Batcheller at 3:36 pm, Mar 21, 2014
A301 02
STUCCO 1
STUCCO 2
zo
NOT FOR CONSTRUCTION
(V (V cV
N <V — — — cV
�� Level 3 �
120' -0"
2
A302 =
� J
J � "
� � J
C �
R7
J
- N Level 2
110' -6"
F
4
STUCCO 2
- - -- Level OgL
100' - 0" °
STUCCO 01 L
Crawls ace
93' - g11
Mimi
East Elevation
1 /4-= 1' -0"
No. Description Date
1
H G F E D A301 C g A O. A
STUCCO 2 STEEL CHIMNEY CAP
I I I I I I
STAINED CLEAR CEDAR SIDING
CUT STONE PIER — N
— — — N Level 3
— — — — — — — — 120' -0"
STEEL AWNING
3
A302
STUCCO 2
NJ
- -- N - Level 2
— — — — — — — — — — — — — — — — — — — 110' -6"
I I I I
I I
I I I I I
low
HARMAN
Level
100' -0"
WOOD AND STEEL GARAGE DOOR
STUCCO 1 GLASS AND STEEL ENTR AWNING
I I
_. .
Crawls ace
93' -g..
North Elevation
1/411 = 1' -0"
RESIDENCE
EXTERIOR
ELEVATIONS
Project number har -13
Date 03.13.2014
Drawn by WMC
Checked by -
A201
Scale 1/411
a
0
N
co
= 1' -0"
a
0
N
co
1 2 3 4 5 6 7
Approved by the
Design Review Board
STUCCO 2 TOWN OF VAI L By Joe Batcheller at 3:36 pm, Mar 21, 2014
I I I I I
STUCCO 1
NOT FOR CONSTRUCTION
I �
N CV
N N Level 3
120'- 0" ... �--
w
STUCCO 2
c o
DOUBLE SLIDING DOOR
LLJ
_ L'n
A J
N — — — — — Level
1101-611 r
Am
f
TAPERED STEEL TRELLIS
1 I I
Level 1
100' - 0"
L
f
STUCCO 1 STAINED CLEAR RED CEDAR SIDING LIFT & SLIDE GLASS DOORS,
(4) OPERABLE PANELS, (1) FIXED
Crawlspace—AL
93' -8"
2 West Elevation
1/411 = 1' -0"
No. Description Date
1
O.A A B C A3o1 % D E F G H
STUCCO 2 CUT STONE VENEER
I
CV
i
N Level 3
120' -0..
I
x 77
TAPERED STEEL TRELLIS f
3
A302 STUCCO 2
I �
I
I I I I I I
- Level 2
— — 110' -6"
I I
I I
r f
low r
r
+� J ti
r . —
r`
Level 1
100' -0"
( I
STUCCO 1 Nonni
Crawls ace �
— — — — " 1
1
1 /4" = 1' -0"
HARMAN
RESIDENCE
EXTERIOR
ELEVATIONS
Project number har -13
Date 03.13.2014
Drawn by WCT1C
931-811 by
South Elevation -
A202
Scale 1/411
a
0
N
co
= 1' -0"
a
0
N
co
6� 1 Approved by the
Design Review Board
TOWN Of VAI rt "' By Joe Batcheller at 3:36 pm, Mar 21, 2014
O.A. q g 'C , �`1 D i E F G.. H
TRANSVERSE SECTION 1
1/4" = 1' -0"
MIN R -21 AT EXTER
_Level3
120'- 0" �I
I
3
A30�
Level 2
110' -6"
LONGITUDINAL SECTION
1/411 = 1' -0"
Level 3
120' -0"
Level 2
110' -6"
Level 1
100' -0"
trawls ace
93' -8"
NOT FOR CONSTRUCTION
J
LF7
�
�,
a
�
—
o0
W
1
�
\
\
\
\
/
�
C
�
J
Q
�
�
J
Ill
_
A
J
S.a
L
TRANSVERSE SECTION 1
1/4" = 1' -0"
MIN R -21 AT EXTER
_Level3
120'- 0" �I
I
3
A30�
Level 2
110' -6"
LONGITUDINAL SECTION
1/411 = 1' -0"
Level 3
120' -0"
Level 2
110' -6"
Level 1
100' -0"
trawls ace
93' -8"
NOT FOR CONSTRUCTION
J
LF7
�
�,
a
�
—
o0
W
1
�
�
FL
�
C
�
J
Q
�
�
J
Ill
_
A
J
S.a
L
No. Description Date
HARMAN
RESIDENCE
BUILDING SECTIONS
Project number har -13
Date 03.13.2014
Drawn by Author
Checked by Checker
A301
Scale 1/411 = 1' -0"
a
co
N
O
0
N
co
Approved by the
Design Review Board
TOWN By Joe Batcheller at 3:36 pm, Mar 21, 2014
T �f
( \3 GARAGE SECTION
1/411 = 1' -0"
_Level 2
110' - 6"
_Level 1. 1
rawls ace
93' -8"
MASTER SUITE SECTION
1/411 = 1' -0"
_Level 2
110' - 6"
_001 -1 1
100'0' - 0"
trawls acp e
93' -8"
STAIR SECTION
1/4" = 1' -0"
_ Level
120' -0"
_ Level
110' -6"
_ Level
100' -0"
CrawlsRace
93' -8"
NOT FOR CONSTRUCTION
W
_J
V
4a:
H
r-
Ln
�
a
L
W
1
,
FL
L.+1
=
C
��
CD
J
Q
J
C:b
+"p
C
J
_x
Ill
_
A
J
L
No. Description Date
HARMAN
RESIDENCE
BUILDING SECTIONS
Project number har -13
Date 03.13.2014
Drawn by WIVIC
Checked by -
A302
Scale 1/411 = 1' -0"
a
co
co
N
O
V
O
N
Date 03.13.2014
Drawn by WMC
Checked by -
A901
Scale
0
0
N
c�
Approved by the
0 . Design Review Board
TOWN OF VA f L " By Joe Batcheller at 3:37 pm, Mar 21, 2014
NOT FOR CONSTRUCTION
III
-
1
W 4cC r-
J 6.FY
L.-k Q
W � �
L"I a t7
J
C CD Q
J
L C
LLJ
A J
4
R
I
L
PERSPECTIVE
L
No.
Description
Date
I
-
HARMAN
RESIDENCE
PERSPECTIVES
Project number har -13
NW PERSPECTIVE
Date 03.13.2014
Drawn by WMC
Checked by -
A901
Scale
0
0
N
c�