HomeMy WebLinkAboutDRB130274 PLANS APPROVEDGENERAL NOTES
1. All work shall be as specified and in accordance with all National,
State and Local Codes, Laws, Permits and Ordinances, and shall be
performed to the highest standards of craftsmanship by journeymen of
the appropriate trades.
2. These documents are not intended to include all labor, materials,
equipment, and services required to complete all work described herein.
The General Contractor (G.C.) shall verify all dimensions and site
conditions before starting work.
3. It is the responsibility of the G.C. to bring to the attention of the
Architect any conditions which will not permit construction according to
the intentions of these Contract Documents (CD's), and to notify the
Architect at once if any discrepancies appear in the CD's, or between the
CD's and existing conditions. It is the responsibility of the Architect to
provide details and /or directions regarding design intent where it is altered
by existing conditions or where neglected in the documents.
4. Should a conflict occur in or between drawings and specifications,
the specifications shall take precedence, unless a written decision from
the Architect has been obtained which describes a clarification or
alternate method and /or materials.
5. Dimensions:
A. All dimensions take precedence over scaled dimensions.
B. All plan dimensions are to face of concrete, face of stud,
and center line of column /beam, U.O.N.
C. Floor to floor dimensions are from top of plywood subsurface
to top of plywood subsurface, U.O.N.
D. Verify in field (V.I.F.) all existing conditions dimensions,
locations and site conditions prior to new construction.
6. The G.C. shall submit samples of any materials proposed for
substitution to the architect for review and approval before the work is to
be performed. Work shall conform to the approved samples.
7. The G.C. shall submit required shop drawings to the Architect for
review and approval before the work is to be performed. Work shall
conform to the approved shop drawings.
8. The G.C. shall be responsible for the safety and care of adjacent
properties during construction, for compliance with federal and state
O.S.H.A. regulations, and for the protection of all work until it is delivered
completed to the owner.
9. The G.C. shall verify and coordinate all openings through floors,
ceilings, and walls with all Architectural, Structural, Mechanical,
Plumbing, and Electrical drawings.
10. The job site shall be maintained in a clean, orderly condition, free
of debris and litter, and shall not be unreasonably encumbered. Each
Sub - Contractor shall remove all trash and debris as of result of his /her
operation upon completion of his /her work.
11. The G.C. shall perform all phases of construction such that all new
construction fits flush and seamlessly with adjacent existing conditions,
and shall not endanger any existing conditions or other work.
12. The G.C. shall provide all necessary blocking, backing, and
framing for light fixtures, electrical units, A.C. equipment, recessed
items, and all other items as required.
13. Provide smoke detectors in accordance with the 2003 IRC.
14. All construction, staging, contractor parking and materials storage
shall be confined to the limits of the existing driveway and the immediate
perimeter of the existing building. All activity performed as part of this
project shall be contained on the project property.
15. Changes to these Contract Documents shall be noted in the field
and maintained on -site for the duration of the project for construction
observation.
16. As -built drawings will be provided to the Town prior to the issuance
of a Certificate of Occupancy.
17. Utility meter locations to be approved by utility companies.
18. A standard ERWSD black water meter reader to be located next to
utility meter locations to be read from each driveway.
GENERAL SITE NOTES
1. The General Contractor shall provide erosion control in
conformance with Town guidelines.
2. The construction limit line is the contract line. Do not disturb any
existing trees or vegetation designated to remain or located outside of the
construction limit line without approval of the Owner and the Town.
3. The General Contractor shall verify existing site information,
including structures, utilities, property lines, limits of roadways, and curbs
and gutters that may affect the scope of work prior to beginning site
construction.
4. Existing utilities are indicated for information only and not intended
to show exact location. The Architect is not responsible for the location of
underground utilities or structures, or anything not shown or detailed and
installed by any other contract. The General Contractor shall locate all
utilities and maintain the location during all phases of the work. The
General Contractor shall be responsible for any damages to utilities or
structures and any injuries therefrom. Restoration of any utilities damaged
by the General Contractor shall be at the General Contractor's expense to
the satisfaction of the Owner.
5. Conform to Eagle River Water and Sanitation District specifications
for sewer construction. Provide sewer cleanout with location to be
reviewed by Town Engineer.
6. The General Contractor shall provide drawings showing proposed
utility service connections for the Engineer's review prior to construction.
7. Road cuts and any other construction in road right -of -way shall
conform to Town guidelines.
8. All compaction shall be in accordance with the Soils Report
prepared by the Geotechnical Engineer.
9. Provide written notification of all discrepancies between existing
and proposed site improvements.
10. Contractor(s) shall take all necessary steps as required to properly
protect and maintain his work for the duration of this contract.
11. These drawings do not specify safety materials, equipment,
methods or sequencing, to protect persons and property. It shall be the
General Contractor's responsibility to direct and implement safety
operations and procedures to protect the Owner, other Contractors, the
public and others.
12. All work shall comply with all applicable codes and ordinances.
13. Contractor(s) shall employ a licensed surveyor to establish all work
lines.
14. Contractor(s) shall stake out all areas, including walks, pavements,
walls, pools and fences and shall obtain the approval of the Architect prior
to proceeding with the work.
15. Conflicts or discrepancies with grades shall be brought to the
attention of the Architect immediately and prior to proceeding with work.
16. All finished grades shall provide for natural runoff of water without
low spots or pockets. Set flow lines accurately and provide a minimum
2.5% gradient unless otherwise notes.
17. Gradually round off tops and toes of all planted slopes, unless
shown otherwise in grading details.
18. Grade away from all buildings at a minimum slope of 10% in
unpaved areas and minimum slope of 2% in paved areas.
19. Cleanouts shall be provided for all changes in lines and /or grade or
the sanitary sewer service.
20. Conform to Town standards for water construction. Maintain 10 feet
minimum separation between water and sewer underground service
pipes. Maintain seven feet minimum cover at underground water service
and associated lines. New curb stops and service lines shall be installed
for each unit. Curb stops shall located on the property line in a spot
approved by the Town Public Works Director.
21. If utility connection points are not known at the time of building
permit submission, locations to be coordinated and approved by Town
and service providers in advance.
DESIGN REVIEW BOARD APPROVAL
��, �� VA�L` Date: 08/07/2013
Community Development Planner:JOe Batcheller
Department
PROJECT DIRECTORY
1896 West Gore Creek Drive Residence
Parcel No: 2103 - 123 -07 -021
Lot 49, Vail Village West Filing No. 2
1896 West Gore Creek Drive
Vail, CO 81657
Designer
mpp design shop inc.
Michael Pukas
PO Box 288
95 Willowstone Place
mobile: (970) 390 -4931
e -mail: michael@mppdesignshop.com
General Contractor
Slopeside Construction
Mike Dantas
2121 North Frontage Road West
PMB 206
Vail, CO 81657
mobile: (970) 373 -5444
e -mail: mikedantas @comcast.net
Structural Engineer .
KRM COnsultants
Tim Hennum
PO Box 4572
Vail, CO 81657
office: (970) 949 -9391
fax: (970) 949 -1577
e -mail: tim @krmconsultants.com
Civil Engineer
Martin - Martin Consulting Engineers
Mark Luna
225 Main St., Unit C 101
Edwards, CO 81632
office: (970) 926 -6007
fax: (970) 926 -6009
e -mail: mluna @martinmartin - mtn.com
Land Surveyor
Peak Land Consultants, Inc.
Jon Fee
1000 Lions Ridge Loop, Suite 1 D
Vail CO 81657
office: (970) 476 -8644
fax: (970) 476 -8616
e -mail: john @peakland.net
SHEET INDEX
Topographic Survey
A1.1 Site Plan
A1.2 Landscape Plan
A2.0
Area Plans
A2.1
Level 1 Plan
A2.2
Level 2 Plan
A2.3
Level 3 Plan
A2.4
Roof Plans
A3.1
South Elevation
A3.2
West Elevation
A3.3
North Elevation
A3.4
East Elevation
A4.1
Building
Sections
A4.2
Building
Sections
A4.3
Building
Sections
A4.4
Building
Sections
A4.5
Building
Sections
A4.6
Building
Sections
- -_;IZ-
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Vicinity Map
U 1 " = 1000' -0"
DRB130274
RECEIVED
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# I Description Date
A DRB Submission 07/14/13
Pro iect Number: 1 1
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Checked by: mpp
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1 SECTION 12
TOWNSHIP 5 SOUTH
RANGE 81 WEST, 6th P.M.
.SITE LOCATION
��1►YIf►`���:����Ti�11�11�
LOT 49, VAIL VILLAGE WEST FILING No. 2
sECTIOIV 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE SIXTH PRINCIPAL MERIDIAN
TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO
FOUND 36.74' W.C. / / \
No. 5 REBAR WITH 1Y2' ALUMINUM CAP \ \\ // / \
L.S. No. 11204
1 (0.3' FROM LOT LINE)
�� \\ LOT 26 /' Ole
FOUND 4' W.C. \ /
No. 5 REBAR WITH 1Y2" ALUMINUM CAP \ ,/ \V \
L.S. No. 30116
1 (0.4' FROM LOT LINE)
LOT 27
I
/
/
/' FOUND No. 5 REBAR /
/ WITH RED PLASTIC CAP \\ /
1 \ /
\\ //' GO (S81-58'E 2- 0.4' FROM LOT CORNER)
LOT 28 \v' � ' LOT 50 /x\
I001111101
O / \
10, / SET No. 5 REBAR / "d6CQ�
WITH 1Y2" ALUMINUM CAP 9
,/ L.S. No. 2759/
1 / // cap FOUND No. 5 REBAR \\
Fc SET 1Y2" ALUMINUM CAP \
�FF� L.S. No. 27598 \
FOUND No. 5 REBAR
(N83'40'W -�.5' FROM LOT CORNER) /, LOT 6B
/ LOT 48
///
\\ HIGHLAND MEADOWS FILING No. 2
/
/ (RECEPTION No. 840994)
\\
FKLIND No. 5 REBAR \ \
(S82'59'W - 0.3' / \ FOUND No. 5 REBAR
\ \ SET No. 5 REBAR \ (N47'15'W - 3.1' FROM LOT CORNER)
FROM LOT CORNER) 1� \ \ WITH 1Y2" ALUMINUM CAP \
L.S. No. 27598
\ \ \ BASIS OF BEARING
,' \\ LOT 47 \\ LOT 6B \ \\ S40.55'00 "w
/
\ \ HIGHLAND MEADOWS FILING No. 2 \ 181.00
, FOUND No. 5 REBAR \ (RECEPTION No. 840994) \
//
\ \ SET 1Y2" ALUMINUM CAP \ \
/ \ \ L.S. No. 27598 \\ \�
\ \ FOUND No. 4 REBAR WITH WASHER
(S78'31'E - 0.9" FROM LOT CORNER) AND
\ \ i FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP
\ \ i L.S. No. 20695 (S71'41'E - 1.0' FROM LOT CORNER)
\\ FOUND No. 5 REBAR
\ i \ FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP
\ L.S. No. 20695 (S65'03'E - 1.4' FROM LOT CORNER)
i
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y y� IN \
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CONTROL DETAIL ° D -� 1 �Ro \\ 8�6Jo \\
N 1
SCALE: 1 " =40'
1 \
'%� DEPOSITED THIS -- - - - - -- DAY OF ---------- - - - - -, 20 - - - - -, AT - - - - - -- IN BOOK - - - - -- OF THE
PEAK LAND CONSULTANTS, INC. EAGLE COUNTY SURVEYOR'S LAND SURVEY PLAT /RIGHTS -OF -WAY SURVEYS AT PAGE -- - - - - -,
PH:(970)476 -8844 FAX:(970)476 -8818 RECEPTION No. -------------------
1000 LION'S RIDGE LOOP, SUITE 1D
VAIL, CO 81657
FOUND 4' W.C. \ /
No. 5 REBAR WITH 1Y2" ALUMINUM CAP
L.S. LO LINE) /
(0.4' FROM LOT LINE)
7sas.s
/
/
/
7948.0 /
/ 7949.6
7949.3
/ 7948.1 `(/ /
LID
DRAINAGE INLET CP
RIM = 7948.9
EDGE OF ASPHALT------- /
7948.9
/ / 7949.2 w[�
BUILDING
/ /// SETBACK
7948.8
/
EDGE OF ASPHALT
7949.0
c:1 /
7948.9
TP �g50
LOT OT 49
0.247 ACRES /
TELEPHONE 1896 WEST GORE CREEK DRIVE
PEDESTAL
(TYPICAL) O LIZ,- ��
SET No. 5 REBAR 8 \ 3"
WITH 1Y2" ALUMINUM CAP
L.S. No. 27598
VAO
3"
/ EDGE OF ASPHALT
LOT 48
�Av 12 k
�- INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER.
//N"2/j � INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER.
15' `
LQ
/ AO
GENERAL NOTES: /
1. DATE OF SURVEY: MARCH 20, 2013. /
2. BASIS OF BEARINGS: FOUND No. 5 REBAR AT THE EAST CORNER OF LOT 49 AND A FOUND
'>
No. 5 REBAR AT THE SOUTH CORNER OF LOT 48 BEING S 40 °55'00" W A DISTANCE OF 181.00 /
FEET (SEE CONTROL DETAIL).
3. PROJECT BENCHMARK: SEWER MANHOLE MH 1680 LOCATED NORTHWEST OF LOT 46 LYING WITHIN
WEST GORE CREEK DRIVE. RIM ELEVATION = 7944.2, INVERT ELEVATION (NE) = 7935.6.
4. LINEAL UNITS OF MEASUREMENTS SHOWN ARE GIVEN IN US SURVEY FOOT.
5. LOT 49 IS SUBJECT TO THE EASEMENTS, COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS
AND NOTES AS SHOWN OR RESERVED ON THE PLAT OF VAIL VILLAGE WEST FILING No. 2
RECORDED JULY 7, 1965,
6. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY
TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS
UTILIZED IN THIS IMPROVEMENT SURVEY PLAT WERE PROVIDED BY LAND TITLE GUARANTEE
COMPANY, ORDER No. V50035759, MARCH 6, 2013, AT 5:00 P.M.
7. 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 CERTIFICATION SHOWN HEREON.
7950.1
/ FOUND No. 5 REBAR
0? WITH RED PLASTIC CAP
L.S. No. 26626
/ (S81'58'E - 0.4' FROM LOT CORNER)
^ lb
_ q
wo,
ON
SET No. 5 REBAR
WITH 1Y" ALUMINUM CAP
L.S. No. 27598
Al
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GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
LEGAL DESCRIPTION:
LOT 49, VAIL VILLAGE WEST FILING No. 2 TOWN OF VAIL, EAGLE COUNTY, STATE OF COLORADO
RECORDED JULY 7, 1965 AT RECEPTION No. 101699.
SURVEYOR'S CERTIFICATE
I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF
COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME AND UNDER
MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
DATE:
BRENT BIGGS
COLORADO P.L.S. 27598
FOR & ON BEHALF OF
PEAK LAND SURVEYING, INC.
LOT 50 ;uawpedefl
3 a T T au0 T29 20 j' :aauuL -Id juawdOI8A8p Aj!unwwoO
ETOULO /80 :"'(' "11VL J0 U01
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FOUND No. 5 REBAR
SET 1Y2" ALUMINUM CAP
L.S. No. 27598
LOT 6B
HIGHLAND MEADOWS FILING No. 2
(RECEPTION No. 840994)
FOUND No. 5 REBAR
(N47'15'W - 3.1' FROM LOT CORNER)
LOT 6B
HIGHLAND MEADOWS FILING No. 2 \
(RECEPTION No. 840994)
SCHEDULE
1 14%
2
18%
3
18%
4
29%
5
14%
6
18%
7
17%
8
17%
9
16%
10
20%
11
23%
12
23%
13
31%
14
48%
15
29%
16
42%
37%
17
18
37%
19
46%
20
36%
21
53%
22
53%
23
53%
24
53%
25
62%
26
76%
27
54%
28
60 %
29
56%
30
61%
31
85%
32
78%
33
55%
34
53%
35
54%
36
78%
37
71%
38
63%
39
45%
40
51%
41
69%
2,157 SQ FT
29
Average Slope: 44%
SITE & BUILDING ANALYSIS
\ EDGE OF ASP
TELEPHONE
PEDESTAL
(TYPIC AL)
SET No. 5 R
WITH 1J
/2 ALUMINUM CAp CAP
L.S. No. 27598
1
LOT SIZE
0..247 ACRES, 10,759 SQ FT
2
3
ALLOWABLE HEIGHT LIMIT
33' -0"
4
PROPOSED HEIGHT LIMIT
31' -4"
5
6
ALLOWABLE SITE COVERAGE
20%,2,151 SQ FT
7
PROPOSED SITE COVERAGE
2,150 SQ FT
8
9
REQUIRED PARKING SPACES
4
10
PROPOSED PARKING SPACES
4 TOTAL
11
2 COVERED, 2 UNCOVERED
12
L
13
ALLOWABLE SITE DISTURBANCE
60 %, 6,455 SQ FT
14
PROPOSED SITE DISTURBANCE
6,453 SQ FT
15
16
ALLOWABLE DRIVEWAY AREA
10 %, 1,076 SQ FT
17
PROPOSED DRIVEWAY AREA
917 SQ FT
18
19
LANDSCAPE AREA
7,692 SQ FT
20
HARDSCAPE (EXCLUDING DECK)
307 SQ FT - 5.7%
21
SOFTSCAPE
7,254 SQ FT
22
23
PLANTING BEDS
454 SQ FT
24
RETAINING WALL SURFACE AREA
470 SQ FT
25
RE- SEEDED AREA
2,157 SQ FT
26
DRIP IRRIGATION
63 SQ FT
27
SPRAY IRRIGATION
454 SQ FT
28
TEMP SPRAY @ RE- SEEDED AREAS
2,157 SQ FT
29
REQUIRED SNOW STORAGE
30% - 275 SQ FT
30
31
PROPOSED SNOW STORAGE
31% - 287 SQ FT
32
W
-'0
00
33
ALLOWABLE GRFA
4,888 SQ FT
34
PROPOSED GRFA
4,396 SQ FT
35
600 SQ FT
36
2 -CAR GARAGE CREDIT
37
PROPOSED GARAGE AREA
588 SQ FT
38
39
TOTAL ACTUAL BUILDING AREA
4,879 SQ FT
40
SEE A2.0 FOR AREA CALCULATIONS
EDGE OF ASPHALT
LOT 48
BOULDER RETAINING WALL
(TYP)
948,9 /
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fNA DESIGN REVIEW BOARD APPROVAL
TOWN � ���i Date: 08/07/2013
Community Development Planner:Jo e B a t c h e 11 e r
Department
FOUND No. 5 REB AR
WITH RED PLASTIC CAP
\ IL S. No 26626
X° (S81° 5,9'E — 0.4' FROM LOT CORNER)
B O�\ DING
SF_ AC K
0 \
o�
O
LOT 50
06�
0
o � 6v
BOULDER RETAINING WALL
(TYP)
LIMIT OF DISTURBANCE FENCING
/ �,o BOULDER RETAINING WALL
f i tio10 (TYP)
/ 03
/ 'TOW 7985.3
0
�, BOW 7982.3
ro
TOW 7984.8 �� \
BOW 7982.1
TOW 798.1.4
/
LOT/
0.24�q�ES
T G�Of�E C RE/ �
�
K DRIVE /
o� LIMIT OF DISTURBANCE FENCING
HIG LOT 6B
(RECEPTION o. 2
FILING No
840994)
Site Plan
U 1 " = 10' -0"
FOUND No 5 REB
WITH 1j SET No. 5 REBD� / /
iz ALUMINUM CAP
L.S. No. 27598
LOT 6E3
HIGHLAND MEADOWS FILING No 2
(RECEPTION No. 840994)
AR
(N47° 15'W — 3.1' FROM LOT CORNER)
FOUND No. 5 REB AR
SET 7 _12 ' ALUMINUM CAP
L.S. No. 27598
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# I Description I Date
A DRIB Submission 07/14/13
Project Number: 1304
Drawn by: mpP
Checked by: mpP
Site Plan
Al • o
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Scale Ae, indir-ated
SCHEDULE
1 14%
2
18%
3
18%
4
29%
5
14%
6
18%
7
17%
8
17%
9
16%
10
20%
11
23%
12
23%
13
31%
14
48%
15
29%
16
42%
37%
17
18
37%
19
46%
20
36%
21
53%
22
53%
23
53%
24
53%
25
62%
26
76%
27
54%
28
60 %
29
56%
30
61%
31
85%
32
78%
33
55%
34
53%
35
54%
36
78%
37
71%
38
63%
39
45%
40
51%
41
69%
2,157 SQ FT
29
Average Slope: 44%
DESIGN REVIEW BOARD APPROVAL
����i Date: 08/07/2013
'OWN OF nunity Development Planner:Jo e B a t ch e 11 e r
Department
f
SITE & BUILDING ANALYSIS
EDGE OF ASPHALT
EDGE OF ASP,
TELEPHONE
PEDESTAL
(TYPIC AL)
SET No. 5 R
WITH 1J
/2 ALUMINUM CAp CAP
L.S. No. 27598 %
1
LOT SIZE
0..247 ACRES, 10,759 SQ FT
2
a
3
ALLOWABLE HEIGHT LIMIT
33' -0"
4
PROPOSED HEIGHT LIMIT
31' -4"
5
O
N
6
ALLOWABLE SITE COVERAGE
20%,2,151 SQ FT
7
PROPOSED SITE COVERAGE
2,150 SQ FT
8
9
REQUIRED PARKING SPACES
4
10
PROPOSED PARKING SPACES
4 TOTAL
11
2 COVERED, 2 UNCOVERED
12
L
13
ALLOWABLE SITE DISTURBANCE
60 %, 6,455 SQ FT
14
PROPOSED SITE DISTURBANCE
6,453 SQ FT
15
16
ALLOWABLE DRIVEWAY AREA
10 %, 1,076 SQ FT
17
PROPOSED DRIVEWAY AREA
922 SQ FT on site; 188 SQ FT off site
18
1,110 SQ FT TOTAL
19
LANDSCAPE AREA
7,692 SQ FT
20
HARDSCAPE (EXCLUDING DECK)
307 SQ FT - 5.7%
21
SOFTSCAPE
7,254 SQ FT
22
23
PLANTING BEDS
454 SQ FT
24
RETAINING WALL SURFACE AREA
470 SQ FT
25
RE- SEEDED AREA
2,157 SQ FT
26
DRIP IRRIGATION
63 SQ FT
27
SPRAY IRRIGATION
454 SQ FT
28
TEMP SPRAY @ RE- SEEDED AREAS
2,157 SQ FT
29
REQUIRED SNOW STORAGE
30% - 333 SQ FT
30
31
PROPOSED SNOW STORAGE
30.5% - 339 SQ FT
32
W
00
33
ALLOWABLE GRFA
4,888 SQ FT
34
PROPOSED GRFA
4,396 SQ FT
35
600 SQ FT
36
2 -CAR GARAGE CREDIT
37
PROPOSED GARAGE AREA
588 SQ FT
38
39
TOTAL ACTUAL BUILDING AREA
4,879 SQ FT
40
SEE A2.0 FOR AREA CALCULATIONS
o�
zz�,
DRAINAGE INLET
T
rr^^ C RIM = 7948.9
EDGE OF ASPHALT
BOULDER RETAINING WALL
(TYP)
LOT 48
.8.9
WLN�� .
0
r n nine �nnn r_
\ FOUND No. 5 REB AR
y�v\ WITH RED PLASTIC
ti \ S. No 26626 CAP
(S81° 58'E — 0.4' FROM LOT CORNER)
L B O�DING
952.0 S�y�3ACK
113.8
0
DRB130274
REVISION 3
LOT 50
BOULDER RETAINING WALL
(TYP)
06�
0
o � 6v
LIMIT OF DISTURBANCE FENCING
BOULDER RETAINING WALL
(TYP)
/
,7
'i/
�� 7976.0
/
TOW 7985.3
/ BOW 798 .3
X %1
TOW 7984.8
Y
/
/� / BOW 7982.1
TOW 7981.4
Z/
.. / LOT 49 �
/ 0.24 ACES
/ EST CRr/ C RE�K DRIVE / x /
°
LIMIT OF DISTURBANCE FENCING \ � � � i / / / / / �C�� /
LOT 6 0
HIGHLAND MEADOWS FILING N2 2
(RECEPTION No. 840994)
o4, i% FOUND No. 5 REBAR
/ / (N47° 15'W — 3.1' FROM LOT CORNER)
/ /
WITH 1 i/ ,�ET No. 5 REB AX
z ALUMINUM CAP
L. s. No. 27598
LOT 6E3
HIGHLAND MEADOWS FILING No. 2
(RECEPTION No. 840994)
RECEIVED
Site Plan Date:08/06/2013 11 D. RHOADES
FOUND No. 5 REB AR
SET 7 /2° ALUMINUM CAP
L.S. No. 27598
J NCIO10
x CL00 Q
• O C��=
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3 j o, .
O O
V) L0 Q
N
_U
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Q
Q
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a
a
a
m
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Scale Ae, indicated
V
1
W
L
UN
6
Z
C
CV
O
�
V
O
NN
—I—
N
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W
W
NO
O
C
C5I�
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i
Planting
Schedule
Quantity
Botanical Nmae
Common Name
Size
Existing Trees
O
to be Removed
7
Pinus contorta latifolia
Lodge pole pine
8" -15"
27
Populus tremuloides
Quaking aspen
311 -611
W
Existing Trees
W
to Remain
5
Pinus contorta latifolia
Lodge pole pine
8" -15"
2
Populus tremuloides
Quaking aspen
3" -6"
Proposed
Landscape
Plantings
6
Z
1
Picea pungens'Glauca'
Colorado blue spruce
8' -10'
g
Populus tremuloides
Sorbus aucuparia
Quaking aspen
2.5" -4"
1
European Mountain Ash
3" -4"
4
Juniperus chinensis'Pfitzerana
Glauca'
Buxus microphylla japonica
Blue pfitzer juniper
5 gal
3
Japanese boxwood
5 gal
4
Symphoricarpos albus
Common snowberry
5 gal
2 Landsca e Schedule
1 " = 0"
NOTES
PROVIDE PERMANENT DRIP IRRIGATION FOR EACH TREE AND SHRUB
DRIP IRRIGATION AREA TO BE CALCULATED AT 1 SQ FT PER TREE
AND SHRUB.
PROVIDE PERMANENT SPRAY IRRIGATION AT ALL GROUND COVER
AREAS.
PROVIDE TEMPORARY IRRIGATION SYSTEM AT ALL AREAS TO BE RE-
SEEDED WITH NATIVE GRASSES.TO BE REMOVED AFTER
LANDSCAPING HAS BEEN ESTABLISHED, NOT TO EXCEED A PERIOD
OF (1) YEAR.
PROVIDE A RAIN SENSOR TO CONSERVE WATER AT ALL PERMANENT
IRRIGATION SYSTEMS AFTER TEMPORARY SYSTEMS HAVE BEEN
REMOVED.
7948j
EDGE OF ASPHALT
EDGE OF ASPHALT
794,13. 9,\\
TELEPHONE
PEDESTAL
(TYPIC AL)
SET No. 5 REBAR
WITH 11 '12" ALUMINUM CAP
L.S. No. 27598 /
48.1 �� V
S\P
OF DRAINAGE INLET
RIM = 7948.9
GO
7948.9
European mountain
EDGE OF
ASPHALT
Blue pfitzer juniper
\ g56L
Blue pfitzerjuniper-
LO T 48 \
Quaking aspe
Quaking aspen
Quaking aspen
v /
o`
DESIGN REVIEW BOARD APPROVAL �o
Date: 08/07/2013 °
TOWN OF VAIN
Community Development Plannerioe Batcheller
Department °
7949_
7950.1
ol
i
SET No. 5 REBAF�T,
WITH 1112" ALUMINUM CAP
L.S. No. 27598
ZZ
rado blue spruce
FOUND No. 5 REBAR
WITH RED PLASTIC CAP
L.S. No 26626
(S81 ° 58'E — 0.4' FROM LOT CORNER)
Quaking aspen
EXISING DECIDUOUS TREE
TO BE REMOVED (TYP)
king aspen
LOT 50
LOT 60
HIGHLAND MEADOWS FILING No. 2
(RECEPTION No. 840994)
EXISING DECIDUOUS TREE
TO REMAIN (TYP)
o°
BOULDER RETAINING WALL
/ (TYP)
06 i
0
i
i
LOT 60
HIGHLAND MEADOWS FILING No. 2
(RECEPTION No. 840994)
FOUND No. 5 REBAR
(N47° 75'W — 3.1' FROM LOT CORNER)
FOUND No. 5 REBAR
SET 1�2" ALUMINUM Cp
L.S. No. 27598
Landscape Plan
1 " = 10' -0"
00
00 � ,� — E
UN�10
0 CL 00 Q
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0
(D
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i
V
Q)
00
O
W
•�
# I Description Date
A DRIB Submission 07/14/13
Project plumber: 1304
Drawn by: mpp
Checked by: mpP
Landscape Plan
Al .02
Scale 1" = 10' -O"
1
IL
Q
m
r
m
O
N
�3 Upper Level
1/811 = 1' -0"
n Site Coverage
1/8'= 1' -0"
2 Main Level
1 /8" = 1' -0"
16' Volume
1/8" = 1' -0"
1 Lower Level
1/8" = 1' -0"
DESIGN REVIEW BOARD APPROVAL
TOWN #]F VA�Ci Date: 08/07/2013
Community Development Planner:JOe Batcheller
Department
Gross Residential Floor Area
Name
Floor Area
UPPER LEVEL
991 SF
MASTER BEDROOM 16'
VOLUME
39 SF
MAIN LEVEL
1766 SF
LOWER LEVEL
1534 SF
LIVING ROOM 16' VOLUME
66 SF
Grand total 4396 SF
Garage Area
GARAGE 588 S F
Grand total 588 SF
Site Coverage
SITE COVERAGE 2135 SF
Grand total 2135 SF
• °°
00 N r\ — E
UN�10
� 0 00 6 n
� �O C�=
o 0��C
O O
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6
z
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00
(1)
-�
NN>
�U�
O
o_
r\
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i
45' -0"
14' -6"
i
20' -0" 25' -0"
45' -0"
A B C D E kFG
LEVEL 2 - T.O. PLYWD
`
1/411 = 1' -01'
A) �B
1/411 E 1
LEVEL T.O. CONC
C
45' -0"
D rE
25' -0"
FUG)
DESIGN REVIEW BOARD APPROVAL
TOWN (1FVAI Date. 08/07/2013
Community Development Planner:JOe Batcheller
Department
00
00 Nom— E
UN�10
O C�")0
��o
O O
Q
V) Lr)� Q
E
n, U
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1.L
v
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r
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0)
m
0
UN
�t
Scale 1/4" = 1' -0"
6
z
O'
�
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00
(1)
-�
NN>
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i
7
O
N
1911,
co
0
in
4
L
0
0
M
2
1
J
Roof Plan
1/4" = 1' -0"
N
0
7
1
A4.1
LEVEL 3 - T.O. PLYWD
1/4" = 1' -011
DESIGN RESEW BOARD APPROVAL
TOWN VA11' Date: 08/07/2013
Community Development Planner:JO e B a t the 11 e r
Department
• oo Nom- E
UN���o
X cL 00 6 Q
CO cum=
o �0 Ln
O O
Q
V) Lr)� Q
n, U
VJ .E
V
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6
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0
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00
(1)
-�
NN>
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i
0
0
1
A4.6
-_JL i H
f
I
1 C D 1 C
A4.5 C A4.4
I I
I I I
I
LEVEL 1 - T.O. '� `- -
CONC OC���OCDL Ll L=-- �
7956' - 0" �
OD - �f� OD �D
ENTRY - T.O. CONC �OQ�o�O
7951'- 0"
GARAGE - T O
I
I
I
I
1 B A
A4.3
uu unir
I
r � _
16' VOLUME
2
7982'- 0"
I �
LEVEL 3 - T.O.
I
I
' l
PLYWD
LEVEL 2 - T.O.
7976' - 0"
I
LANDING 2
7966'- 0" PF
7971'- 0"
6
WOOD SIDING
li 15
LEVEL 2 - T.O.
TRIM
PLYWD
LANDING 1
_7966-011 —
— — 14 —
9
' 13
Jk LANDING 1
10
7961'- 0"
LEVEL 1 - T.O.
11
Ll
I
PELLA ALUMINUM CLAD
3
0
0
1
A4.6
-_JL i H
f
I
1 C D 1 C
A4.5 C A4.4
I I
I I I
I
LEVEL 1 - T.O. '� `- -
CONC OC���OCDL Ll L=-- �
7956' - 0" �
OD - �f� OD �D
ENTRY - T.O. CONC �OQ�o�O
7951'- 0"
GARAGE - T O
I
I
I
I
1 B A
A4.3
uu unir
I
CONC
7950' - 0" _ — — --
_—
T.O. Footing
7948'- 0 - - -
-
-i
III -
�I
I I I I I I I
n North Elevation
1/411 = 1' -0"
DESIGN REVIEW BOARD APPROVAL
TOWN OF MAIL "Date: 08/07/2013
Community Development Planner:Jo e Bat the l l e r
Department
1
3
2
9
16' VOLUME
7982'- 0"
LEVEL 3 - T.O.
PLYWD
7976'- 0"
ROOFING
7
2
ROOFING
LANDING 2
_
7971' -0"
i
LEVEL 2 - T.O.
L-7i
PLYWD
5
7966'- 0" PF
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
1X4 VERTICAL
7
TRIM
2X6, 2X8 WOOD
LANDING 1
SKIRT TRIM
7961'- 0"
9
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
LEVEL 1 - T.O.
11
Ll
I
CONC
7950' - 0" _ — — --
_—
T.O. Footing
7948'- 0 - - -
-
-i
III -
�I
I I I I I I I
n North Elevation
1/411 = 1' -0"
DESIGN REVIEW BOARD APPROVAL
TOWN OF MAIL "Date: 08/07/2013
Community Development Planner:Jo e Bat the l l e r
Department
1
3
2
9
16' VOLUME
7982'- 0"
LEVEL 3 - T.O.
PLYWD
7976'- 0"
Material Legend
1
ROOFING
7
2
ROOFING
LANDING 2
_
7971' -0"
i
LEVEL 2 - T.O.
SOFFIT
PLYWD
5
7966'- 0" PF
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
1X4 VERTICAL
7
TRIM
2X6, 2X8 WOOD
LANDING 1
SKIRT TRIM
7961'- 0"
9
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
LEVEL 1 - T.O.
11
CONC
PELLA ALUMINUM CLAD
7956' - 0"
GARAGE DOORS
ENTRY - T.O. CONC
13
7951'- 0"
— —
GARAGE - T.O.
EXTERIOR DECKS
CONC 4
15
7950'- 0"
HORIZONTAL METAL W/ WOOD
CAP
T.O. Footin
NN>
_
7948' - 0"
Material Legend
1
ROOFING
ASPHALT SHINGLES
2
ROOFING
STANDING SEAM METAL
3
FASCIA TRIM
2X6 & 2X8 WOOD
4
SOFFIT
1X6 T &G
5
WOOD SIDING
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
1X4 VERTICAL
7
TRIM
2X6, 2X8 WOOD
8
SKIRT TRIM
2X0 WOOD
9
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
COLORADO STRIP BLEND
11
EXTERIOR DOORS &
WINDOWS
PELLA ALUMINUM CLAD
12
GARAGE DOORS
WOOD CLAD INSULATED
13
COLUMNS & BEAMS
6X6 & 8X8 ROUGH SAWN HEAVY
TIMBER
14
EXTERIOR DECKS
2X12 FRAMING W/ 2X6 DECKING
15
EXTERIOR DECK RAILINGS
HORIZONTAL METAL W/ WOOD
CAP
00 Q) r-, E
UC���o
0006 Q
�lo �0C
3 ff 0, .�
0 0
— Q
V) Lr) Q
0
t/7 �
n, U
VJ .E
Q
1.L
# Description Date
1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
North Elevation
A3,01
Scale 1/4" = 1' -0"
r
�r
m
O
N
�t
UN
0
z
0
' �
C-14
�o
-�
NN>
>�
�U�
0
'
O
C
N
i
"0 VOLUME
7 82' -0"
LEVEL 3 - T.O.
PLYWD
4 7976' - 0"
� LANDING 2
7971' - 0"
LEVEL 2 - T.O.
PLYWD
7966'- 0"
LANDING 1
7961'- 0"
LEVEL 1 - T.O.
CONC
7956' - 0"
I I I
7
6 I
11
7
7
10
iV
ENTRY - T.O. CONC
v 7951' - 0"
GARAGE - T.O. - - -
CONC_ _— -- — —
7950' -off — — - - T.O. Footin - -
v 7948' - 0"
III III III III III III ! I I I" 'i ' 'i l
/A\
I I
/\ I
� \ I
LANDING 2
7971'- 0"
I FF
LEVEL PLYWD
7966' - 0,.
1_1E
I 1,
LANDING 1
TI
I�
LEVEL 1 - T.O.
CONC
7956' - p..
�.
- ENTRY - T.O. CONC
- 7951'- 0
-
- - - GARAGE - T.O.
- CONC
O
T.O. Footing
- - - - -
7948'- 0" v
1 a.I 1 71-J-1, —I — — I-
_ " :' 'I ' I
- Ah
it
I I III III III III III- I I I II II III —III Ili � II! II,I III III III III III I!I III III ,III III III, III III III III I!I !II III III III III I
OWest Elevation
11
DESIGN REVIEW BOARD APPROVAL
TOWN OF VAIL Date: 08/07/2013
Community Development Planner:Joe Batcheller
Department
Material Legend
1
ROOFING
ASPHALT SHINGLES
2
ROOFING
STANDING SEAM METAL
3
FASCIA TRIM
2X6 & 2X8 WOOD
4
SOFFIT
1X6 T &G
5
WOOD SIDING
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
1X4 VERTICAL
7
�
2X6, 2X8 WOOD
r
SKIRT TRIM
2X0 WOOD
i
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
COLORADO STRIP BLEND
11
1_1E
I 1,
LANDING 1
TI
I�
LEVEL 1 - T.O.
CONC
7956' - p..
�.
- ENTRY - T.O. CONC
- 7951'- 0
-
- - - GARAGE - T.O.
- CONC
O
T.O. Footing
- - - - -
7948'- 0" v
1 a.I 1 71-J-1, —I — — I-
_ " :' 'I ' I
- Ah
it
I I III III III III III- I I I II II III —III Ili � II! II,I III III III III III I!I III III ,III III III, III III III III I!I !II III III III III I
OWest Elevation
11
DESIGN REVIEW BOARD APPROVAL
TOWN OF VAIL Date: 08/07/2013
Community Development Planner:Joe Batcheller
Department
Material Legend
1
ROOFING
ASPHALT SHINGLES
2
ROOFING
STANDING SEAM METAL
3
FASCIA TRIM
2X6 & 2X8 WOOD
4
SOFFIT
1X6 T &G
5
WOOD SIDING
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
1X4 VERTICAL
7
TRIM
2X6, 2X8 WOOD
8
SKIRT TRIM
2X0 WOOD
9
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
COLORADO STRIP BLEND
11
EXTERIOR DOORS &
WINDOWS
PELLA ALUMINUM CLAD
12
GARAGE DOORS
WOOD CLAD INSULATED
13
COLUMNS & BEAMS
6X6 & 8X8 ROUGH SAWN HEAVY
TIMBER
14
EXTERIOR DECKS
2X12 FRAMING W/ 2X6 DECKING
15
EXTERIOR DECK RAILINGS
HORIZONTAL METAL W/ WOOD
CAP
• °°
00 N r\ — E
U N CO CO 0
� 0 00 6 n
. 0 " =
��0
o ff 0C
O O
— Q
V) Lr)0 Q
Q)
n, U
VJ .E
1.L
1.L
# I Description I Date
1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
Y�est Elevation
A5.2
scale 1/4" = V -O"
a
►n
O
�Y
m
0
cv
n�
W
W
UN
O
Z
O'
�
C-14
v�ON
-�
NN>
�U�
O
O
N
>
0
0
N
�
>0
C>%.
a�
o�
U
00-'0
U
—
00
O
JO
>
# I Description I Date
1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
Y�est Elevation
A5.2
scale 1/4" = V -O"
a
►n
O
�Y
m
0
cv
16' VOLUME
7982' - 0"
LEVEL 3 - T.O.
PLYWD
7976' - 0"
LANDING 2
7971' - 0"
LEVEL 2 - T.O.
PLYWD
—7966'- 0"
LANDING 1
LEVEL 1 - T.O.
CONC
J
—7956'- 0il
i
I
1 1
B A4.3 C A4.4
I I I
ENTRY - T.O. CONC
GARAGE - T.O.
- O��CONC
T.O. Footing I U
�1
v 7948 - 0
-III III III III III III III. III III —III III II-
I
South Elevation
11/4" = 1' -0"
1
�.6
F G
I
I
� I MEN
r
- - I
ICI
-
J L
�. , -
_
II =
II
AH
dd
DESIGN REVIEW BOARD APPROVAL
TOWN 'N O F VA l& Date: 08/07/2013
Community Development Planner:JOe Batcheller
Department
16' VOLUME
7982'- 0"
LEVEL 3 - T.O.
PLYWD
7976'- 0"
LANDING 2 �
7971'- 0" V
LEVEL 2 - T.O.
PLYWD �
7966' - 00""
_ LANDING 1 �
7961'- 00
LEVEL 1 - T.O.
CT-
7956 C
0"
ENTRY - T.O. CONC
7951'- 0" v
GARAGE - T.O.
CONC
7950'- 0"
T.O. Footing
7948'- 0"
Material Legend
1
ROOFING
ASPHALT SHINGLES
2
ROOFING
STANDING SEAM METAL
3
FASCIA TRIM
2X6 & 2X8 WOOD
4
SOFFIT
1X6 T &G
5
WOOD SIDING
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
TRIM
1X4 VERTICAL
2X6, 2X8 WOOD
7
8
SKIRT TRIM
2X0 WOOD
9
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
COLORADO STRIP BLEND
11
EXTERIOR DOORS &
WINDOWS
PELLA ALUMINUM CLAD
12
GARAGE DOORS
WOOD CLAD INSULATED
13
I'
6X6 & 8X8 ROUGH SAWN HEAVY
TIMBER
ENTRY - T.O. CONC
GARAGE - T.O.
- O��CONC
T.O. Footing I U
�1
v 7948 - 0
-III III III III III III III. III III —III III II-
I
South Elevation
11/4" = 1' -0"
1
�.6
F G
I
I
� I MEN
r
- - I
ICI
-
J L
�. , -
_
II =
II
AH
dd
DESIGN REVIEW BOARD APPROVAL
TOWN 'N O F VA l& Date: 08/07/2013
Community Development Planner:JOe Batcheller
Department
16' VOLUME
7982'- 0"
LEVEL 3 - T.O.
PLYWD
7976'- 0"
LANDING 2 �
7971'- 0" V
LEVEL 2 - T.O.
PLYWD �
7966' - 00""
_ LANDING 1 �
7961'- 00
LEVEL 1 - T.O.
CT-
7956 C
0"
ENTRY - T.O. CONC
7951'- 0" v
GARAGE - T.O.
CONC
7950'- 0"
T.O. Footing
7948'- 0"
Material Legend
1
ROOFING
ASPHALT SHINGLES
2
ROOFING
STANDING SEAM METAL
3
FASCIA TRIM
2X6 & 2X8 WOOD
4
SOFFIT
1X6 T &G
5
WOOD SIDING
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
TRIM
1X4 VERTICAL
2X6, 2X8 WOOD
7
8
SKIRT TRIM
2X0 WOOD
9
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
COLORADO STRIP BLEND
11
EXTERIOR DOORS &
WINDOWS
PELLA ALUMINUM CLAD
12
GARAGE DOORS
WOOD CLAD INSULATED
13
COLUMNS & BEAMS
6X6 & 8X8 ROUGH SAWN HEAVY
TIMBER
14
EXTERIOR DECKS
2X12 FRAMING W/ 2X6 DECKING
15
EXTERIOR DECK RAILINGS
HORIZONTAL METAL W/ WOOD
CAP
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# I Description Date
1 1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
South Elevation
A5,05
Scale 1/4" = V -O"
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# I Description Date
1 1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
South Elevation
A5,05
Scale 1/4" = V -O"
O
�r
m
O
1
- -
LEVEL 3 - T.O. - - - _ _
PLYWD _
- - - ;�- -
7976' - 0" \ 7� -
off
LANDING 2 7971'- 0" �\ 4
I I AIII I 1 11 1 I I
LEVEL 2 - T.O. _ - T "> _ - 15
III
PLYWD
0
7966 - 0 I = • " _ 14
I
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III I II .-
LANDING 1
7961 0 _ 11 � -�I
1 = Q
LEVEL 1 - T.O.
CONC�
7956' - 0" -- _
I I I I
i
ENTRY - T.O. CONC -
v
7951'- 0°
GARAGE - T.O.
CONC -.i -
7950' - 0" - -
I i " I- ," ICI :,•
T.O. Footing J
F -
7948' -0"
ICI
I
I I I I I I I I
j) East Elevation
1/4" = 1' -0"
DESIGN REVIEW BOARD APPROVAL
TOWN FVAILA Date: 08/07/2013
Community Develapmen# Planner:JO e B a t c h e 11 e r
Department
16' VOLUME
7982'- 0"
LEVEL 3 - T.O.
_ PLYWD
7976'- 0"
LANDING 2
LEVEL 2 - T.O.
PLYWD
7966- 0"
_ LANDING 1
7961'- 0"
LEVEL 1 - T.O.
CONC
7956'- 0"
ENTRY - T.O. CONC
7951'- 0"
GARAGE - T.O.
_ CONC
7950' - 0"
T.O_. Footin
7948' - 0"
Material Legend
1
ROOFING
ASPHALT SHINGLES
2
ROOFING
STANDING SEAM METAL
3
FASCIA TRIM
2X6 & 2X8 WOOD
1X6 T &G
4
SOFFIT
5
WOOD SIDING
5/4X10 HORIZONTAL LAP SIDING
6
WOOD SIDING
1X4 VERTICAL
7
TRIM
2X6, 2X8 WOOD
8
SKIRT TRIM
2X0 WOOD
9
STUCCO SIDING
MEDIUM PEBBLE DASH
10
STONE VENEER
COLORADO STRIP BLEND
11
EXTERIOR DOORS &
WINDOWS
PELLA ALUMINUM CLAD
12
GARAGE DOORS
WOOD CLAD INSULATED
13 COLUMNS & BEAMS
6X6 & 8X8 ROUGH SAWN HEAVY
TIMBER
2X12 FRAMING W/ 2X6 DECKING
14 EXTERIOR DECKS
15 EXTERIOR DECK RAILINGS
HORIZONTAL METAL W/ WOOD
CAP
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1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
Ea5t Elevation
A5. 4
scale 1/4" = V -O"
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# I Description I Date
1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
Ea5t Elevation
A5. 4
scale 1/4" = V -O"
I
rL
w
0
�t
m
0
7
7-'
71
-7-
- 17M
Southwest Model View
0
DESIGN REVIEW BOARD APPROVAL
TOWN OF VAIL i Date: 08/07/2013
Community Development Planner:Joe Bat the lleif
Department
Will' - MR.- -mill
iiiIIIIII I� 11 1111 1 IN W., �
(�Northwest Model View
_71/
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Nor-thw6st Street view–
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# I Description I Date I
1 DRB Submission 107/14/131
Project Number:
Drawn by: mpp
Checked by: mpp
Model \/iew!a
A5,05
511
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0
00
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# I Description I Date I
1 DRB Submission 107/14/131
Project Number:
Drawn by: mpp
Checked by: mpp
Model \/iew!a
A5,05
511
O
DESIGN REVIEW BOARD APPROVAL
TO VA�� Date: 08/07/2013
Community Development Planner:Jo e B a t the 11 e r
Department
e
Y_
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,� Northeast Model View
F
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16' VOLUME
82' -0"
LEVEL 3 - T.O
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�1
v 7976' - 0"
LAING 2
71-y- -0" . - -
LEVEL 2 - T.O.
PLYWD
Q 7966' - 0"
LANDING 1
� 7961' - 0"
/
/
/
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LEVEL 1 - T.O." � "_ ' '
[� CONC '
v
7956'- 0 "� -
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i III
ENTRY - T.O. r 171
7951' - 0 "GONG +
7950' - 0"
T.O. Footing
48' -0"
-II III III III III III III III III III III III III I
East -West 2
1/411 = 1' -0"
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-� I III III III III III III III
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ENTRY - T.O. r 171
7951' - 0 "GONG +
7950' - 0"
T.O. Footing
48' -0"
-II III III III III III III III III III III III III I
East -West 2
1/411 = 1' -0"
II III
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1/411 = 1' -0"
6' VOLUME
7982'- 0"
/EL 3 - T.O.
PLYWD
7976'- 0"
LANDING 2
7971'- 0"
/EL 2 -T.O.
PLYWD
7966'- 0"
LANDING 1
7961'- 0"
/EL 1 - T.O.
CONIC
7956'- 0"
T_ .O. CONC
7950'- 0"
f.0. Footin
DESIGN REVIEW BOARD APPROVAL
�0lN �� VA��.t Date: 08/07/2013
Community Development Planner:JOe Batche 1 le r
Department
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1/411 = 1' -0"
6' VOLUME
7982'- 0"
/EL 3 - T.O.
PLYWD
7976'- 0"
LANDING 2
7971'- 0"
/EL 2 -T.O.
PLYWD
7966'- 0"
LANDING 1
7961'- 0"
/EL 1 - T.O.
CONIC
7956'- 0"
T_ .O. CONC
7950'- 0"
f.0. Footin
DESIGN REVIEW BOARD APPROVAL
�0lN �� VA��.t Date: 08/07/2013
Community Development Planner:JOe Batche 1 le r
Department
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�1 DRB Submission 07/14/13DRB Submission 07/14/13
Project plumber:
1304
Drawn by:
mpP
Checked by:
mpP
Building
Sections
•
Scale 1/4" = 1' -0"
I
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7982' -
LEVEL
v 7976' -
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kr DESIGN REVIEW BOARD APPROVAL
TOWN �� ���� Date: 08/07/2013
Community Development Planner:JOe Batcheller
Department 1 East -West 3
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# I Description I Date
1 DRB Submission 07/14/13
Project plumber: 1 1
Drawn by: I mpPI
Checked by: mpPI
Building Sections
A4,02
Scale 1/4" = V -O"
m
�r
m
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M--' 7982'- 0"
LEVEL 3 - T.O.
PLYWD
v 7976' - 0"
LANDING 2
7971' - 0"
LEVEL 2 - T.O.
PLYWD
v 7-966' - 0"
� LANDING 1
�J 7961' - 0"
LEVEL 1 - T.O.
CONC
v 7956' - 0"
ENTRY - T.O. CONC _
7951' - 0 "GONG
7950' - 0" - - --
76481 - Ooting
J North -South 1
1 /4" = 1' -0"
DESIGN REVIEW BOARD APPROVAL
T[1WiU[1FVA�L Date: 08/07/2013
Community Development Planner:JO 2 B a t t h e 11 e r
Department
1
A4.1
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# I Description Date
1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
Buiding Sections
A4,05
scale 1/4" = 1' -0"
m
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# I Description Date
1 DRB Submission 07/14/13
Project plumber: 1304
Drawn by: mpP
Checked by: mpP
Buiding Sections
A4,05
scale 1/4" = 1' -0"
m
�r
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O
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16' VOLUME
v 7982' - 0"
LEVEL 3 - T.O.
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v 7976' - 0"
� LANDING 2
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7971'- 0"
LEVEL 2 - T.O.
PLYWD
7-9-6 6' - 0"
LANDING 1
v
7961'- 0"
LEVEL 1 - T.O.
—7956'- _ CONC
v 0"
ENTRY - T.O. CONIC
7951'- 0"
GARAGE - T.O.
�l CONIC v 7950' - 0"
T.O. Footing —
7948' - 0"
DESIGN REVIEW BOARD APPROVAL
TOWN F VA ILA Date: 08/07/2013
Community Develogment Planner:JOe Batcheller
Department
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1 DRB Submission 07/14/13
Project plumber:
1304
Drawn by:
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# I Description I Date
1 DRB Submission 07/14/13
Project plumber:
1304
Drawn by:
mpP
Checked by:
mpP
Building
Sections
A4.4
scale 1/4" = 1' -0"
r
m
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- # Description Date
- 1 DRB Submission 07/14/13
III III III III III III III III III III III III III III � III III III III III III III
0)-�0 rth -South 3 14
DESIGN REVIEW BOARD APPROVAL
TOWN OF IL Date: 08/07/2013
Community Develop ment Planner:Joe Batcheller
Department
Project plumber:
1304
Drawn by:
mpP
Checked by:
Checker
Building
Sections
A4.5 I
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7982' - 0" -
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7966' - 0"
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LEVEL 1 - T.O. >
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ENTRY - T.O. CONC — -
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CONC
7950' - 0°
T.O. Footin
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North -South 4
10 = 1' -0"
DESIGN REVIEW BOARD APPROVAL
TOWNFVAf{ Date: 08/07/2013
Community Development Planner:Jo e B a t c h e 11 e r
Department
2 (1�
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# I Description I Date
1 DRB Submission 07/14/13
Project plumber:
1304
Drawn by:
mpP
Checked by:
mpP
Building
Sections
W
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# I Description I Date
1 DRB Submission 07/14/13
Project plumber:
1304
Drawn by:
mpP
Checked by:
mpP
Building
Sections
A4,06
scale 1/4" = V -O"
7-
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\ I I I I I I I I I I I I I \ \ SWAL ABOVE RETAIt�11NG WALL DIVERT 1 \ I I I I I I \ 1 1 1 1 \ 1 1 1 1
DRAIN GE AROUND WALLS AND \HOME. FLOWLINE 1 \ I I I I I I 1 1 1 \ 1 1 1 I
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\ I I I I I I I I► I I I I I I I 1 \ \ \ \ \ \ I
\ I I I I I I I I I I I I I I I I I SWALE ABOVE RETAINI,NG WALL TO DIVERT \ \ \ I
\ I I I I I I I I I I I I I I I I I I I DRAINAGE AROUND WALLS AND HOME. FLOWLINE\
IOF SWALE TO MATCH EXISTING GRADE (TYP \ \ I
I I LO I I I I \ \ \ \ \ \ \ I
SD 96
I I I I I I I I I I i l l I I I I I I I I I � I \ \ \ I
I 1 I
I I O I I I I &OW lb
8-I °0 I I I I II I I II \ I II I I N,� I
o ,o I o �o , 11 \ \ \ r
SW LE JNTO\ INLET
I 1 -79-15 I I I I I I I 1 1
Bow I I I I I I I I I I \
�� II I I I ��� I \ 75.49
�o T _ I I �rn I I I 1 TOW I I I II I I I \ 1 1 1 1 I
j° PC � �0 T– I t I I I Bow I '� I I I I I I I 1 1 1 1 1
_^ I I I I 73.00 I \ I I I I I 1 1 \ 1 1 1 I
BOW -S7 5�_
1
55.31 58.30
eow 6'�
15 �o 'sue 0° I I I 1 I I I 1 1 1 1 1 1
/ �0W NYLOPLAST DRAIN BASIN
58.00 j ,6 0 W/ STANDARD GRATE,
RIM= 7968.82
MAT EXISTING GRADE
P PERTY LINE (TYP) / -- / jCj \
�g60 l I
\ \ \ 1 I
NOTES:
1. POSITIVE DRAINAGE TO A DISTANCE 5 FEET FROM THE FACE OF BUILDING, AS OPPOSED TO THE GEOTECHNICAL
ENGINEER'S RECOMMENDATION OF 10 FEET, IS PENDING VERIFICATION.
2. PROJECT'S STRUCTURAL ENGINEER TO GENERATE BOULDER RETAINING WALL DESIGN WITH TIEBACK LENGTHS LIMITED
TO 2 FEET OR LESS.
5 2.5 0 5 10
SCALE: 1 " =5'
ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET
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CALL 811 2— BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE OR EXCAVATE FOR
MARKING OF UNDERGROUND MEMBER UTILITIES
MARTIN /MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY
LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN
PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER,
THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE,
MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
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Description
Date
Project
Number:
13.0XXX
Drawn
by:
JJY
Checked by:
LML
GRADING PLAN
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