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1454 GREENHILL COURT #W, VAIL, CO
PROJECT / CODE SUMMARY
Duplex Residence
Owner: John and Debra Landers
2530 Outlook Trail
Broomfield, CO 80020
Location: 1454 Greenhill Court #W, Vail, CO 81657
Glen Lyon Subdivision Lot 1
Parcel # 2103 - 124 -02 -011
Architect: Jeff Manley - Martin Manley Architects
PO Box 1587
Eagle CO 81631
jeff @martinmanleyarchitects.com
970 - 328 -1299
Class of Work:
Type of Construction
Type of Occupancy:
Levels:
Sprinkler system
Alteration / Renovation / Addition
Type V -N
R3 (duplex)
2 -story
No
Project to have MORE than 50% of the existing
gypsum wall board to remain intact
REMOVED (4)EXISTING
TREES OTHERS TO REMAIN
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SITE PLAN
N 1 If = 10' -0"
DRB130574
TOWN OF VIAL
Design Review
Staff Approval
By Joe Batcheller at 2:05 pm, Jan 30, 2014
SITE COVERAGE
(HOUSES COMBINED)
EXISTING = 37609 SQ. FT.
ADDITION = 250 SQ. FT. 266
PROPOSED = 37859 SQ FT. 3,875
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SATELLITE PHOTO
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Sheet List
Sheet Number
Sheet Name
A
Unnamed
Al.1
SITE PLAN
A1.2
AREA PLANS
A2.0
LOWER LEVEL PLAN
A2.1
MAIN LEVEL AND ROOF PLAN
A2.2
ELEVATIONS
A2.3
SECTIONS
Grand total: 7
ZONING SUMMARY
TOWN OF VAIL ZONING DISTRICT:
Two - Family Primary /Secondary Residential
LOT AREA = .4274 ACRES x 43,560 SQ. FT. = 18,619 SQ. FT.
SITE COVERAGE SUMMARY(BOTH HOUSES COMBINED
SITE COVERAGE - ALLOWED (25% OF SITE) = 4,654.8 SQ. FT.
SITE COVERAGE - EXISTING = 3,609 SQ. FT.
SITE COVERAGE - ADDITIONAL AVAILABLE = 1045.8 SQ. FT.
SITE COVERAGE - TOTAL PROPOSED �I d (b I = 3,859 SQ. FT
WEST UNIT ADDITIONAL SITE COVERAGE 266 = 250 SQ. FT.
GRFA ALLOWED:
46% LOT AREA < 10,000 S.F. = 4,600 S.F.
38% LOT AREA < 15,000 S.F. = 1,900 S.F.
13% LOT AREA (3,619 S.F.) = 470 S.F.
TOTAL GRFA ALLOWED = 6,970 S.F.
GRFA - TOTAL EXISTING = 4,800 S.F.
GRFA - TOTAL PROPOSED = 5,182 S.F.
GRFA PRIMARY /SECONDARY SPLIT:
WEST UNIT
SECONDARY GRFA ALLOWED 40%
SECONDARY GRFA EXISTING
SECONDARY GRFA ADDITION
SECONDARY GRFA TOTAL PROPOSED
SECONDARY GRFA AVAILABLE AFTER
EAST UNIT
PRIMARY GRFA ALLOWED 60%
PRIMARY GRFA EXISTING
PRIMARY GRFA ADDITION
PRIMARY GRFA AVAILABLE
= 2,788 S.F.
= 1,735 S.F.
+584 S.F.
2,523 = 31-9-S-.F
F2_65_1 = 469 S.F
4,651 wit
= 3,065 S.F.
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286 s.f. -Total Wall
160 s.f. - Unexposed Wall
WEST UNIT -EAST
617 s.f. - Total Wall
154 s.f. - Unexposed Wall
EAST UNIT - EAST
GRFA ELEVATIONS
1/8" = 1 ' -0"
320 s.f. - Total Wall
123 s.f. - Unexposed Wall
WEST UNIT - SOUTH
Design Review
Staff Approval
By Joe Batcheller at 2:06 pm, Jan 30, 2014
TOWN OF VAIL
Area Schedule - COMBINED UNITS
Name
E GARAGE
Area
Level
542 SF
1335 SF
01 Lower Floor
01 Lower Floor
E LOWER EXIST
E MAIN EXIST
W ADD BEDROOMS AND
BATH
W ADD DINING
2127 SF
02 Main Floor
°Q-
01 Lower Floor
02 Main Floor
158 SF
W ADD GARAGE
54 SF
01 Lower Floor
W ADD LIVING
°
02 Main Floor
as
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01 Lower Floor
W LOWER EXIST
730 SF
01 Lower Floor
W MAIN EXIST
1238 SF
02 Main Floor
= 2,319 S.F.
2,523
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617 s.f. - Total Wall
154 s.f. - Unexposed Wall
EAST UNIT - EAST
GRFA ELEVATIONS
1/8" = 1 ' -0"
320 s.f. - Total Wall
123 s.f. - Unexposed Wall
WEST UNIT - SOUTH
Design Review
Staff Approval
By Joe Batcheller at 2:06 pm, Jan 30, 2014
TOWN OF VAIL
Area Schedule - COMBINED UNITS
Name
E GARAGE
Area
Level
542 SF
1335 SF
01 Lower Floor
01 Lower Floor
E LOWER EXIST
E MAIN EXIST
W ADD BEDROOMS AND
BATH
W ADD DINING
2127 SF
02 Main Floor
205 SF
01 Lower Floor
02 Main Floor
158 SF
W ADD GARAGE
54 SF
01 Lower Floor
W ADD LIVING
113 SF
02 Main Floor
W ADD MASTER SUITE
149 SF
02 Main Floor
W GARAGE
568 SF
01 Lower Floor
W LOWER EXIST
730 SF
01 Lower Floor
W MAIN EXIST
1238 SF
02 Main Floor
7220 SF
Area Schedule - WEST UNIT
Name
Area
730 SF
Level
01 Lower Floor
W LOWER EXIST
W GARAGE
568 SF
01 Lower Floor
W ADD GARAGE
W ADD BEDROOMS AND
BATH
W MAIN EXIST
54 SF
01 Lower Floor
01 Lower Floor
02 Main Floor
205 SF
1238 SF
W ADD DINING
158 SF
02 Main Floor
W ADD LIVING
113 SF
02 Main Floor
W ADD MASTER SUITE
149 SF
02 Main Floor
3215 SF
Area Schedule - EAST UNIT
Name Area Level
E LOWER EXIST 1335 SF 01 Lower Floor
E GARAGE 542 SF 01 Lower Floor
E MAIN EXIST 2127 SF 02 Main Floor
4005 SF
4 . e
4
188 s.f. - Total Wall
84 s.f. - Unexposed Wall
EAST UNIT - SOUTH
411 s.f. - Total Wall
0 s.f. - Unexposed Wall
EAST UNIT - NORTH
255 s.f. - Total Wall
0 s.f. - Unexposed Wall
WEST UNIT - West
NEW
WEST HOUSE - GRFA CALCULATIONS:
TOWN OF VAIL ZONING REGULATIONS
BASEMENT PERCENTAGE CALCULATIONS:
TOTAL WALL SURFACE = 1,166 S.F.
TOTAL UNEXPOSED WALL SURFACE = 283 S.F.
PERCENTAGE OF
UNEXPOSED WALL SURFACE =i$% 22 o
LOWER LIVING EXISTIN(= 730 S.F.
= 730 S.F.
LOWER LIVING NEW
= 205 S.F.
TOTAL LOWER LEVEL
GARAGE AREA EXISTING
= 568 S.F.
_ -311 S.F.
GARAGE AREA NEW
= 54 S.F.
GARAGE EXEMPTION
TOTAL LOWER LEVEL
= 1,557 S.F. 11,56 2
UNEXPOSED DEDUCTION (24 %)
_ -374 S.F. -343
LOWER LEVEL SUB -TOTAL
= 1,183 S.F.
= 78 S.F.
-432
GARAGE EXEMPTION
= -600 S.F.
LOWER LEVEL GRFA TOTAL
= 583 S.F. 787
MAIN LEVEL EXISTING
= 1,238 S.F.
MAIN LEVEL NEW
= 420 S.F.
16' VAULTED ADDITIONP= 78 S.F.
MAIN LEVEL GRFA TOTAL
= 1,736 S.F. 1 ,736
TOTAL GRFA
= 2,319 S.F.
2,523
EXISTING
WEST HOUSE - GRFA CALCULATIONS:
TOWN OF VAIL ZONING REGULATIONS
BASEMENT PERCENTAGE CALCULATIONS:
TOTAL WALL SURFACE = 1,166 S.F.
TOTAL UNEXPOSED WALL SURFACE = 283 S.F.
PERCENTAGE OF
UNEXPOSED WALL SURFACE =2249/6 22%
LOWER LIVING EXISTING
= 730 S.F.
GARAGE AREA
= 568 S.F.
TOTAL LOWER LEVEL
= 1,298 S.F.
UNEXPOSED DEDUCTION (24 %)
_ -311 S.F.
LOWER LEVEL SUB -TOTAL
= 987 S.F.
GARAGE EXEMPTION
= -568 S.F.
LOWER LEVEL GRFA TOTAL
= 419 S.F.
MAIN LEVEL EXISTING
= 1,238 S.F.
16' VAULTED ADDITIONAL
= 78 S.F.
MAIN LEVEL GRFA TOTAL
= 1,316 S.F.
TOTAL GRFA = 1,735 S.F.
The deduction shall be applied to all horizontal
areas on the lowest level of a structure, including
garages.
EXISTING
EAST HOUSE - GRFA CALCULATIONS:
TOWN OF VAIL ZONING REGULATIONS
BASEMENT PERCENTAGE CALCULATIONS:
TOTAL WALL SURFACE = 1,564 S.F.
TOTAL UNEXPOSED WALL SURFACE = 368 S.F.
PERCENTAGE OF
UNEXPOSED WALL SURFACE =2W. 22%
LOWER LIVING EXISTING = 1335 S.F.
GARAGE AREA = 542 S.F.
TOTAL LOWER LEVEL = 1,877 S.F.
UNEXPOSED DEDUCTION (23 %)= -431 S.F.
LOWER LEVEL SUB -TOTAL = 1,446 S.F.
GARAGE EXEMPTION = -542 S.F.
LOWER LEVEL GRFA TOTAL = 904 S.F.
MAIN LEVEL EXISTING = 2,127 S.F.
16' VAULTED ADDITIONAL = 34 S.F.
MAIN LEVEL GRFA TOTAL = 2,161 S.F.
TOTAL GRFA = 3,065 S.F.
The deduction shall be applied to all horizontal
areas on the lowest level of a structure, including
garages.
LOWER LEVEL WALL SUMMARY (WEST UNIT)
TOTAL WALL = 11166 S.F.
TOTAL UNEXPOSED WALL = 283 S.F.
LOWER LEVEL AREA REDUCTION = 24%
LOWER LEVEL WALL SUMMARY (EAST UNIT)
TOTAL WALL = 11564 S.F.
TOTAL UNEXPOSED WALL = 368 S.F.
LOWER LEVEL AREA REDUCTION = 23%
305 s.f. - Total Wall
0 s.f. - Unexposed Wall
WEST UNIT - NORTH
296 348 s.f. - Total Wall
7$ 1130 s.f. - Unexposed Wall
EAST UNIT - WEST
1,106
249
1,512
316
TOTAL WALL: 2618
TOTAL UNEXPOSED WALL: 565
TOTAL REDUCTION: 220
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Design Review
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TOWN { By Joe Batcheller at 2:06 pm, Jan 30, 2014
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Design Review
Staff Approval
TOWN OF VA I L By Joe Batcheller at 2:06 pm, Jan 30, 2014
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TOWN OF VA I L By Joe Batcheller at 2:06 pm, Jan 30, 2014
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Design Review
Staff Approval
TOWN � By Joe Batcheller at 2:07 pm, Jan 30, 2014
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Design Review
Staff Approval
TOWN F VAIL By Joe Batcheller at 2:07 pm, Jan 30, 2014
04 Roof Plate
8073'- 0 1/4. "
02 Main Floor
— — — — — — —- —— � 8064' -0..
D Entry Au
8060'- 00"
01 Lower Floor
8054' - 0" �I
- - -- LOT -SPLIT LINE EXISTING NORTH ELEVATION
1/8" = 1' -0"
NEW SHED ROOF NEW CLASS -A SHINGLES
/ OVER EXISTING ROOF ALL DETAILS TO MATCH
EXISTING
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Entry_*_'
NEW STONE_ 8060'- 0
WAINSCOT. NEW STONE COLUMNS
CONTINUE TO
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DRB130574
By Shelley Bellm at 8:17 am, Jan 22, 2014 J
Design Review
Staff Approval
IUVVN By Joe Batcheller at 2:08 pm, Jan 30, 2014
ADDITION
- NEW GABLE ROOF
10-1
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3064'- 0"
Ent r A
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3054' - 0"
EXISTING WEST ELEVATION
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ADD STONE FULL HEIGHT
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8054' - 0"
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Design Review
Staff Approval
��� By Joe Batcheller
TOWN
04 Roof Plate
8073'- 0 1/4"
y80 02 M in Floor
8064' - 0"
Entry
8060'- 0"
e 01 Lower Floor
8054'- 0"
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GENERAL NOTES
1. DATE OF TOPOGRAPHY: OCTOBER 4, 2013.
2. PROJECT BENCMARK: SEWER MANHOLE MH500 LOCATED NORTH OF LOT 1W LOCATED
IN WESTHAVEN CIRCLE, RIM ELEVATION = 8042.1 (SEE DRAWING).
3. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE
INDICATED IN PARENTHESIS (XX.X').
4. THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP IS FOR THE POSSIBLITY
OF AN ADDITION, OTHER FEATURES MAY EXIST WHICH ARE NOT SHOWN HEREON.
5. LOT 1W IS ZONED AS SPECIAL DEVELOPMENT DISTRICT #4 (SDD #4), REFER TO THE
TOWN OF VAIL PLANNING DEPARTMENT FOR SETBACKS AND BUILDING HIEGHT
RESTRICTIONS.
6. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE
SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF
\
\
EDGE OF ASPHALT
11,11 rr
RECORD. NO TITLE POLICY OR COMMITMENT WAS PROVIDED TO ESTABLISH THE I
EXISTENCE THEREOF. BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE 6040.4 /
RECORD PLAT. I
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 I
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 I
OF CERTIFICATION SHOWN HEREON.
I / I
8042.6 / I I
I I BOULDER WALL
I (TYPICAL)
ao42.s
I FLOWLINE OF I ;/
I CONCRETE PAN fff
I I I
I
SURVEYOR'S CERTIFICATE / I
I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF
THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS I / UPERVISI MADE BY CORRECT TO THE E AND BEST EOFMMYSKNOWL DOE: AND THAT THE MAP IS ACCURATE AND 6044.6
8045.1
EE ��® l O� / �IL�+ /I 6
p / / 8047.3
DATE: ------ - - - - -- --------------- - - -- 27598 - -��
BRENT BIGGS
COLORADO P.L.S. No. 27598 Ff J••� /
FOR & ON BEHALF OF PEAK LAN`` �NSULTOJ ; frC. / o
SAL L 0 10 0 W / 8046.4
8046.9
8046.8
cI
8048.5 C C
c
8048.0
/ 8048.2 / \
8048.3 �W
80
IN
P)
8050.4 / / 8050.2
/ 49.
/
0 8050.6 \
TELEPHONE
PEDESTALS Izz o0
o•
FOUND No. 5 REBAR
WITH RED PLASTIC CAP
L.S. No. 26626 A'
UTILITY EASEMENT ' V
(BOOK 272 AT PAGE 370) 6O ��
LOT 3
0
PEAK LAND CONSULTANTS, INC.
PH:(970)476 -8644 FAX:(970)476 -8616
1000 LION'S RIDGE LOOP, SUITE 1D
VAIL, CO 81657
1 r
� MAI
8040.2
C i
\
\
\
TEA TI
(4p'
RN R
8040.3 icy T Cr_ wq Y� jV�
8040.2
8040.7
nnan o
\ GRAPHIC SCALE
(PROJECT BENCHMARK) \ \ \ \ 10 0 5 10 20
SEWER MANHOLE MH500 \ \
RIM ELEVATION = 8042.1 \
\ \ \ ( IN FEET )
\ � 1 inch = 10 ft.
\ so42.9 � _
\ \ 8043.3
000 Ou u1- -L - 138.32'
LOT 2
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
Cl
3'16'31"
430.00'
24.58'
12.29'
24.58'
N53'21'40 "E
C2
2 °20'31"
220.00'
8.99'
4.50'
8.99'
S53 °49'44 "W
C7
8 °56'14"
245.00'
38.22'
19.15'
38.18'
S65'10'41 "E
C8
13'28'47"
245.00'
57.64'
28.95'
57.51'
S76 °23'1 2 "E
C9
22'25'00"
1 245.00'
1 95.86'
1 48.55'
1 95.25'
1 S71 *55'05"E
TOP BACK OF
CURB AND GUTTER
FLOWLINE OF
8048.9 CURB AND GUTTER
\ \ 8049.2
- 8050.3
8051.0
FOUND No. 5 REBAR
WITH RED PLASTIC CAP
L.S. No. 26626
UTILITY EASEMENT
(BOOK 272 AT PAGE 370)
TRACT B