HomeMy WebLinkAboutDRB130153 PLANS APPROVEDI
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VICINITY MAP
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/ - S T 11 I SECT. 12 -
- SECT. 13
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SECTION 12
TOWNSHIP 5 SOUTH
RANGE 81 WEST, 6th P.M.
.SITE LOCATION
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LOT 49, VAIL VILLAGE WEST FILING No. 2
SECTION 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
\\ \\ LOT 26,
FOUND 4' W.C. \ /
No. 5 REBAR WITH 1Y2" ALUMINUM CAP \ ,/ �v \
L.S. No. 30116
1 (0.4' FROM LOT LINE) \
LOT 27 1/7001 � O /''
llool � / \
/' FOUND No. 5 REBAR /
/ WITH RED PLASTIC CAP \\ /
1 \ /
(S81 58'E2- 0
/ 4' FROM LOT CORNER)
LOT 28 \y' \� LOT 50 /x\
I � �
O / \
� / �
/ / SET No. 5 REBAR /// 6CQ�
WITH 1Y2" ALUMINUM CAP 9
1 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 -0.5' FROM LOT CORNER) /,/ \\ O� /�F LOT 6B
/ // \\ HIGHLAND MEADOWS FILING No. 2
�
/ LOT 48 (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) �� \ \ WITH 1Y2" ALUMINUM CAP \
L.S. No. 27598
\ \ \ BASIS OF BEARING
l/' \\ 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 \\ \1%
\ \ 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
\ ool 1 tic \\ \
-
tS s \
\
CONTROL DETAIL 9 D -� 1 �R��o \\ 8Q6Jo \
N 1 J NP \ \N
SCALE: 1 " =40'
1 \
. R V 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 1)/2" ALUMINUM CAP
L.S. LO LINE) /
(0.4' FROM LOT LINE)
7sas.s
/
/
/
7948.0 / /
7949.6
7949.3
/ 7948.1 `(/ /
7949.7-
e OF DRAINAGE INLET CP
/// ' / RIM = 7948.9
�G
EDGE OF ASPHALT-------- / v 1 �
/ / ! 7948.9
/
/ / 7949.2 w[�
BUILDING
SETBACK
7948.8
EDGE OF ASPHALT ' tx
/ / 7949.0 �O�
c:1 /
7948.9
/ /
TP �g50
7949.5 LOT 49
0.247 ACRES /
TELEPHONE 1896 WEST GORE CREEK DRIVE
PEDESTAL
(TYPICAL)
SET No. 5 REBAR 8
� �3„ �
WITH 1Y2" ALUMINUM CAP
L.S. No. 27598 \
Alfa
"
/ EDGE OF ASPHALT
/ />
LOT 48
INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER.
/j
//N"� 2 INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER.
15
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
01 WITH RED PLASTIC CAP
L.S. No. 26626
(S81.58'E - 0.4' FROM LOT CORNER)
4...
^ RO
_ C,
wo,
ON
SET No. 5 REBAR
WITH 1Y" ALUMINUM CAP
L.S. No. 27598
Al
0
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:
LOT 50
[Mal
Need Surveyor
stamp and seal
+
A+
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1,7_0.
TP
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BRENT BIGGS
COLORADO P.L.S. 27598
FOR & ON BEHALF OF
PEAK LAND SURVEYING, INC.
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)
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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%
Average Slope: 44%
Provisions of Section
12- 21 -12, Restrictions in
Specific Zones on
Excessive Slopes applies.
Building Permit
Plans will need to
be stamped by a
licensed architect
WITH SET No. 5 REBAR
7z� ALUMINUM CAP
L.S. No. 27598
7948. s, --
EDGE OF ASPHALT /
'/
794
7948.9
7949.5 ',.0-.096L�
EDGE OF ASPHALT
SITE & BUILDING ANALYSIS
LOT SIZE
0..247 ACRES, 10,759 SQ FT
W
ALLOWABLE HEIGHT LIMIT
33' -0"
PROPOSED HEIGHT LIMIT
31' -1"
W
ALLOWABLE SITE COVERAGE
20 %, 2,151 SQ FT
PROPOSED SITE COVERAGE
2,150 SQ FT
REQUIRED PARKING SPACES
4
PROPOSED PARKING SPACES
4 TOTAL
2 COVERED, 2 UNCOVERED
ALLOWABLE SITE DISTURBANCE
60 %, 6,455 SQ FT
PROPOSED SITE DISTURBANCE
TDB
O'!CVLL
ALLOWABLE DRIVEWAY AREA
10 %, 1,076 SQ FT
PROPOSED DRIVEWAY AREA
1,001 SQ FT
REQUIRED SNOW STORAGE
30 %, 323 SQ FT
PROPOSED SNOW STORAGE
TDB
ALLOWABLE GRFA
4,888 SQ FT
PROPOSED GRFA
4,346 SQ FT
>
2 -CAR GARAGE CREDIT
600 SQ FT
PROPOSED GARAGE AREA
594 SQ FT
TOTAL BUILDING AREA
4,940 SQ FT
948,q O
SET No. 5 REB A
WITH 1 �j2" ALUMINUM CAP
L.S. No. 27598
Site Plan - True North
— 1 " = 101-001
FOUND No. 5 REBAR
WITH RED PLASTIC CAP
L.S. No. 26626
(S87- 58'E — 0.4' FROM LOT CORNER)
i nebe piari5
conceptually
reviewed byt he
DRB on June 5,
2013
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LOT 6E3
HIGHLAND MEADOWS FILING No. 2
(RECEPTION No. 840994)
LOT 6B
HIGHLAND MEADOWS FILING No 2
(RECEPTION No. 840994)
FOUND No. 5 REBAR
(N47' 15'W — 3.1' FROM LOT CORNER)
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FOUND No. 5 REBAR
SET 7 %" ALUMINUM CAP
L S No. 27598
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3 Upper Level
1/8" = 1' -0"
2 Main Level
Site Coverage
�"
1/8-= 1' -0"
1 Lower Level
1/8" = 1' -0"
Gross Residential Floor Area
Name
Floor Area
UPPER LEVEL
1013 SF
MAIN LEVEL
1766 SF
LOWER LEVEL
1528 SF
Grand total
4307 SF
Garage Area
GARAGE 588 S F
Grand total 588 SF
Site Coverage
SITE COVERAGE 2135 SF
Grand total 2135 SF
• °° N r\ — E
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A A4.5 B
14' -6"
1 1
1 '-D) C A4.1 E A4.4 A4.6 F G
45' -0"
6' -6" 2 ' -0"
LEVEL 2 - T.O. PLYWD
`
1/411 = 1' -01'
14 if-Off
T.O. CONC
20' -0"
i
25'
X110
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45' -0"
A B C D E F G
Roof Plan
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A4.2
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LEVEL 3 - T.O. PLYWD
1/4" = 1' -0"
00
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No. Description Date
Project plumber: 1304
Drawn by: mpp
Checked by: mpp
Floor Mans
Scale
2. 2
m
m
0
N
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North Elevation
`
1/411 = 1' -0"
f —
Material Legend
1
ROOFING
ASPHALT SHINGLES
2
FASCIA TRIM
2X6 & 2X8 WOOD
3
SOFFIT
1X6 T &G
4
WOOD SIDING
1X10 HORIZONTAL WOOD
5
CORNER TRIM
2X6 WOOD BAORDS
6
SKIRT TRIM
2X0 WOOD BOARDS
O
Z
7
STUCCO SIDING
6" NATURAL STONE
8
STONE VENEER
ALUMINUM CLAD
9
EXTERIOR DOORS &
WINDOWS
ALUMINUM CLAD
N
10
GARAGE DOORS
WOOD CLAD INSULATED
>
11
WINDOW & DOOR TRIM
2X6 & 2X8 WOOD BOARDS
12
WINDOW & DOOR TRIM
1X6 RAISED STUCCO BORDER
�_�
13
COLUMNS & BEAMS
6X6 & 8X8 ROUGH SAWN HEAVY
TIMBER
—
Lr)
14
EXTERIOR DECKS
2X12 FRAMING W/ 2X6 DECKING
O
15
EXTERIOR DECK RAILINGS HORIZONTAL METAL W/ WOOD
CAP
���00
CEO
:VEL 3 - T.O.
PLYWD
7976'- 0"
LANDING 2
7971'- 0"
:VEL 2 - T.O.
PLYWD
7966'- 0"
LANDING 1
7961'- 0"
:VEL 1 - T.O.
CONC
7956'- 0"
- T.O. CONC
7951'- 0"
,RAGE - T.O.
CONC L
7950'- 0" V
T.O. Footin
7946'- 0"
.0�MCE
UN���o
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No. I Description I Date
Project Number:
Drawn by: I mpPI
Checked by: I mpPI
North Elevation
AB-01
Scale 1/4" = V -O"
a
m
u�
c(1
m
0
N
m
m
6 5 4 3 2 1
1 2
A4.3 A4.2
I I I I I I
5 �I- --
�L
LANDING 2
v 7971' -019
- - - - - - - -
5
9
I I f I
aL
-
=
LANDING 22
LEVEL 2 - T.O. o - _ LEVEL 2 - T.O.
�66' - O,LYWD - ��° �o �� 7966' WO"
LAND � °�� °�J� °�� °� � _ LANDING 1
v
7961'-
Oil 1 T� O O �_ _ - _ 7961' - p"
0000 J= _
LEVEL 1 - T.O. - -'� - - I - - �- LEVEL 1 - T.O.
�_CONC _ - - - CONC
- 0" - o� -- o o - - 7956' - p"
8 = _ L--J= _
1 - _ -- -
ENTRY - T.O. CONC
= a -ENTRY - T.O. CONC
7951'- 0"
GARAGE - T.O. - - o� o o �I II �� �I�� GARAGE - T.O.
-- „GONG - _ _ � � 7 CONC
7950 0 - 7950 0
jW T.O. Footing_ T.O. Footin
7946'- 0" 7946' - 0"
—III III III III III III III I,II III III III III III I,II III III III III III I,II III, III III III III, III III III 11,1 III III III III III III III III ,III III III, III III III III III III III III—
`n` West Elevation
1/411 = 1' -0"
• °° N � - E
UN�NO�o
• . O C CO =
0 O N
N
Q
V) LO � Q
Q)
n, U
VJ .E
�.L
1.L
W
L
UN
O
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IIIIIUJ
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-
=
LANDING 22
LEVEL 2 - T.O. o - _ LEVEL 2 - T.O.
�66' - O,LYWD - ��° �o �� 7966' WO"
LAND � °�� °�J� °�� °� � _ LANDING 1
v
7961'-
Oil 1 T� O O �_ _ - _ 7961' - p"
0000 J= _
LEVEL 1 - T.O. - -'� - - I - - �- LEVEL 1 - T.O.
�_CONC _ - - - CONC
- 0" - o� -- o o - - 7956' - p"
8 = _ L--J= _
1 - _ -- -
ENTRY - T.O. CONC
= a -ENTRY - T.O. CONC
7951'- 0"
GARAGE - T.O. - - o� o o �I II �� �I�� GARAGE - T.O.
-- „GONG - _ _ � � 7 CONC
7950 0 - 7950 0
jW T.O. Footing_ T.O. Footin
7946'- 0" 7946' - 0"
—III III III III III III III I,II III III III III III I,II III III III III III I,II III, III III III III, III III III 11,1 III III III III III III III III ,III III III, III III III III III III III III—
`n` West Elevation
1/411 = 1' -0"
• °° N � - E
UN�NO�o
• . O C CO =
0 O N
N
Q
V) LO � Q
Q)
n, U
VJ .E
�.L
1.L
No. I Description I Date
Project plumber: 1304
Drawn by: Author
Checked by: Checker
YIIIIIlest Ele\/ation
A5,02
N
m
0
N
m
M
W
L
UN
O
z
LL
�0
N
>
N
>
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N
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—
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No. I Description I Date
Project plumber: 1304
Drawn by: Author
Checked by: Checker
YIIIIIlest Ele\/ation
A5,02
N
m
0
N
m
M
1
A4.5
LEVEL 3 - T.O. =1 —III III
7976' _ OP,LYWD_
jh, L9 0"
LEVEL 2
LEVEL 2 - T.O. -
*7-7966-1 - 01LYWD
LANDING 1
7961' - 0"
��LEVEL 1 - T.O. -
v 7956' - O1CONC_
ENTRY - T.O. CONC-
7951' - 0" _
GARAGE - T.O. I �I
�50, - p „GONG
9�6F°0°tinJ
III III
South Elevation
1/411 = 1' -0”
1
7
LEVEL 3 - T.O.
PLYWD
7976 -0
LANDING 2
7971'- 0
I' LEVEL 2 - T.O.
PLYWD
J 7966 - 0
uT� _ LANDING I
h - 7961 - 0
1 LEVEL 1 - T.O.
CONC
7956'- 0
ENTRY - T.O. CONC
7951'- 0"
1 GARAGE - T.O.
� CONC
7950'- 0
- T.O. Footing
II II III III III III III III 7946' -0"
• °° N � - E
00 CO
O C CO =
o �0
0 O N
V) LO � Q
Q)
n, U
VJ .E
Q
Q
No. I Description Date
Project plumber: 1 1
Drawn by: Author
Checked by: Checker
South Elevation
A5,05
m
0
N
m
Ln
n�
W
W
L
UN
6
Z
02!
CN
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N
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3�
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No. I Description Date
Project plumber: 1 1
Drawn by: Author
Checked by: Checker
South Elevation
A5,05
m
0
N
m
Ln
� LA6 DINOG 1
LEVEL 1 - T.O.
CONC
7956' _ O,
II III III III II II
ENTRY - T.O. CONC 7951'- 0"
GARAGE - T.O. 1 III �I
�50' - 01V CONC
jh T.O. Footing
7946 0
J East Elevation
1/41' = 1' -0"
-1II III III III III III III
LEVEL 3 - T.O.
PLYWD
7976'- 0"
LANDING 2 �
7971'_ 0" V
LEVEL 2 - T.O.
PLYWD
7966'- 0"
s
LANDING 1 �
7961' - 0"
LEVEL 1 - T.O.
C_ONC
7956'- 0"
s
GARAGE - T.O.
CON%
-
7950'- 0" V
IT,
1 I I -1 I I -1 I I -1 I I -1 I I -1 I I -1
T.O. Footing �
7946'- 0"
• °° N � — E
UN�NO�o
O C CO =
O o N°��
Q
N
V) L Q
N
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05 Northwest Street view
n Northeast Street View
00 Q) r-, - E
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0
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00
A5,05
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1304
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1304
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1304
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Project plumber:
1304
Drawn by:
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Project plumber:
1304
Drawn by:
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Building
Sections
A4. & YT-
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