HomeMy WebLinkAboutDRB130456 Plans ApprovedBLOCK* ! 11 POTATO PATCH DR #B VAIL, CO 81657
GENERAL NOTES:
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
INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE
IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES
NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN IBC 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.
PROJECT SUMMARY:
SYMBOLS:
1'0"
Code:
D 101
A
INTERNATIONAL RESIDENTIAL CODE 2012
N.00 r
NA4.1
1/4" =
Section Cut Reference
Detail Area Reference
Zoning:
1/4" =
I'0"
SINGLE - FAMILY RESIDENCE
EL 0' -0"
Occupancy Classification:
Elevation Reference
Elevation Symbol
TYPE R DIV. 3
1
BUILDING HEIGHT EXHIBIT - PROPOSED
A 110
A4.1A
A_2
Construction Type:
A 1 1 1
1/41' =
I'0"
Detail Cut Reference
Large Area Detail Reference
TYPE V
I'0"
ELEVATIONS - EXISTING /DEMO
A 201
1/8" =
12/31/1999
A monitored fire alarm system is
required and must comply with NFPA
Revision Cloud
Revision Symbol
72(2002) and VFES standards
0
PROJECTTEAM.
Grid Bubble
Material Tag
ARCHITECT:
K.H. WEBB ARCHITECTS P.C.
710 W. LIONSHEAD CIRCLE, UNIT A
VAIL, CO 81657
PH, 970.477.2990
CONTACTS:
KYLE H. WEBB
JONIQUE JANDA
>•:• CONSTRUCTIOP
H. 970.845. 1001
CONTACTS:
ROLAND KjESB0
1'� 1
CIVIL
1 :10 SURVEY
ARCHITECTURAL
A 002 , CALCULATIONS
A 003 1/8 !! = I 0 " BASEMENT CALCULATIONS EXHIBIT
A 004 118" = I'0" SITE COVERAGE CALCULATIONS EXHIBIT
1/8" = I'0" GRFA CALCULATIONS EXHIBIT
D 100
1/4" =
1'0"
MAIN LEVEL PLAN - EXISTINGIDEMD
D 101
1/4" =
1'0"
UPPER LEVEL PLAN - EXISTING /DEMO
D 102
1/4" =
1101"
BUILDING HEIGHT EXHIBIT - EXISTING
A 100
1/4" =
I'0"
MAIN LEVEL PLAN - PROPOSED
A 101
1/4" =
i'0"
UPPER LEVEL PLAN - PROPOSED
A 102
I/4" =
I'0"
BUILDING HEIGHT EXHIBIT - PROPOSED
A 110
1/4" =
1'0'"
MAIN LEVEL REFLECTED CEILING PLAN - PROPOSED
A 1 1 1
1/41' =
I'0"
UPPER LEVEL REFLECTED CEILING PLAN - PROPOSED
A 200
1 /8"' =
I'0"
ELEVATIONS - EXISTING /DEMO
A 201
1/8" =
I'0"
ELEVATIONS - PROPOSED
MIMERM
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LOT 3 OAs
STONE 0.2.
WALK o
WATER
FEATU R
0
FO
ENTRY /WALLS
0
52.9 FOUND
1 1/2" BRASS MONUMENT
SET IN ASPHALT
LS #30116
(TYPICAL) 52'8 x
f '!
4-7.6
.! 51.4 1 <i
TRENCH DRAIN
50.9 Gj 5
r
Z4919/
f f ;
f f N'
20' ACCESS
EA;.,EMENT
10.0'
,, O' 4
10.0'
VA
0.6'
1.5 DIA. CMP
INVERT 1N= 8648.1'
INVERT OUT= 8645.7'
0
BUSHLI
MEDIUM SEVERITY ROCKFALL
HAZZARD ZONE EAST OF THIS LINE
(SEE NOTE 9)
b,5 PHOI
---- - - - -- - - ,--- --
8' �t4 #- ff"34dc�"gs °.�.BBEa&TB'"dc',d8 saVsr�m sas.�
41199 HIGHWAY 6 & 24, EAGLE –VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
x 51.2
x 51.0
PEDESTAL
WOOD
TIES
0.5'
ASPHALT DRIVE
(SHADED) x 51.7
WATER
CURBSTOPS
0.5' DIA.
DRA:51, S cs
515 r-- -
512
52,6 x
ENTRY
50JJ �.... .,. �...,�
0.5'
� s
EARTH COVERED
GARAGE
53.2
GARAGE SLAB
EARTH COVERED
GARAGE
51.9
GARAGE SLAB
GAS
LOT 7 00
PARCEL A
0.3269 ACRES
800 A POTATO PATCH DRIVE
i
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i
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i
42,2
- I=II -I LC}... L
I=
HED I= = 41,9 = III =1(P ARCE B�
�--j I--IOi 3977 AC
___. RES —I
I I I ( 11 I �c� (I —I I800B POTATO PATCH DRIVE-
A/C UNIT �__ 40.5`1 I
1 40,2 x �u STI OI NIE� GE R I ILI L i _II FIl LI I A-®PGASTTIO OI 1 —NI I E)
GAS WALL I I-
I I - P'3VALVE
8640 Iwl ICI I I =1 11=
! 0.6'
39,5
_ ° r STONE SPRINKLER VALVE 39.2
WALK 39.3 o
ROLK
(TYPICAL) S
—0 1
I
FLOWLINE Qe �ra69 / r-
-' ° DITCH /� %; _ ..•- 5630 �� z
`s
�!F
r
9,-
Q
'49"
Vas- , N REV I Ai
0 10' 20' 30'
L
O
fn
LOT 8
NOTES:
1) DATE OF SURVEY: 5/21/13
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
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) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE SE > POINT
PARCEL B AND COMMON > PT PARCEL A /B.
6) BASIS OF ELEVATION: SEWER MH 0200 INVERT EL= 8640.47' LOCATED IN THE
END CUL —DE —SAC OF POTATO PATCH DRIVE.
7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL
SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
8) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON
FOR ADDITION DESIGN.
9) A PORTION OF THIS LOT FALLS WITHIN A MEDIUM SEVERITY ROCKFALL
ZONE ACCORDING TO OFFICIAL ROCKFALL HAZZARD MAP OF THE TOWN
OF VAIL, COLORADO AS ADAPTED BY COUNCIL ON OCTOBER 17, 2000
IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000. (SEE DRAWING).
h
to
INDICATES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER
INDICATES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER
x.x'
SURVEYOR'S CERTIFICATE
I, Michael J. Post, 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.
Michael J. Post
Colorado P.L.S. 30116
f
f
0.6'
1.5 DIA. CMP
INVERT 1N= 8648.1'
INVERT OUT= 8645.7'
0
BUSHLI
MEDIUM SEVERITY ROCKFALL
HAZZARD ZONE EAST OF THIS LINE
(SEE NOTE 9)
b,5 PHOI
---- - - - -- - - ,--- --
8' �t4 #- ff"34dc�"gs °.�.BBEa&TB'"dc',d8 saVsr�m sas.�
41199 HIGHWAY 6 & 24, EAGLE –VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
x 51.2
x 51.0
PEDESTAL
WOOD
TIES
0.5'
ASPHALT DRIVE
(SHADED) x 51.7
WATER
CURBSTOPS
0.5' DIA.
DRA:51, S cs
515 r-- -
512
52,6 x
ENTRY
50JJ �.... .,. �...,�
0.5'
� s
EARTH COVERED
GARAGE
53.2
GARAGE SLAB
EARTH COVERED
GARAGE
51.9
GARAGE SLAB
GAS
LOT 7 00
PARCEL A
0.3269 ACRES
800 A POTATO PATCH DRIVE
i
i
i
i
i
i
i
42,2
- I=II -I LC}... L
I=
HED I= = 41,9 = III =1(P ARCE B�
�--j I--IOi 3977 AC
___. RES —I
I I I ( 11 I �c� (I —I I800B POTATO PATCH DRIVE-
A/C UNIT �__ 40.5`1 I
1 40,2 x �u STI OI NIE� GE R I ILI L i _II FIl LI I A-®PGASTTIO OI 1 —NI I E)
GAS WALL I I-
I I - P'3VALVE
8640 Iwl ICI I I =1 11=
! 0.6'
39,5
_ ° r STONE SPRINKLER VALVE 39.2
WALK 39.3 o
ROLK
(TYPICAL) S
—0 1
I
FLOWLINE Qe �ra69 / r-
-' ° DITCH /� %; _ ..•- 5630 �� z
`s
�!F
r
9,-
Q
'49"
Vas- , N REV I Ai
0 10' 20' 30'
L
O
fn
LOT 8
NOTES:
1) DATE OF SURVEY: 5/21/13
2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
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) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE SE > POINT
PARCEL B AND COMMON > PT PARCEL A /B.
6) BASIS OF ELEVATION: SEWER MH 0200 INVERT EL= 8640.47' LOCATED IN THE
END CUL —DE —SAC OF POTATO PATCH DRIVE.
7) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN
OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL
SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
8) BUILDING SHOWN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON
FOR ADDITION DESIGN.
9) A PORTION OF THIS LOT FALLS WITHIN A MEDIUM SEVERITY ROCKFALL
ZONE ACCORDING TO OFFICIAL ROCKFALL HAZZARD MAP OF THE TOWN
OF VAIL, COLORADO AS ADAPTED BY COUNCIL ON OCTOBER 17, 2000
IN ACCORDANCE WITH RESOLUTION NO. 13 SERIES OF 2000. (SEE DRAWING).
h
to
INDICATES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER
INDICATES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER
x.x'
SURVEYOR'S CERTIFICATE
I, Michael J. Post, 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.
Michael J. Post
Colorado P.L.S. 30116
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L. ALL DISTURBED s • BE •• r BACK TO THE
*RIGINAL PLANTING PLAN LP-1 BY COLORADO ALPINES, INC. DATED
113.30.05 (INCL. IN THIS DRAWING
r r •: r •! • • !
41 ON • 1 oxel 0 a I M I R&I I 19 W411 • A 01101 La • wil k,
t. EXISTING UTILITY METERS, LANDSCAPE ! OTHERS
THAT WILL BE IMPACTED BY THE PROPOSED REMODEL HAVE BEEN
-r'N'ELOCATED AND ARE SHOWN/LABELED AS "NEW LOCATION" ON THIS
v NTE/GRADING PLAN
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Lot 7, Block
1, Potato Patch
ALLOWABLE:
.46 x
10,000 = 4Y600
Soo Potato
Patch Dr. A & B, Vail, Colorado
Unit
.38 x
5,000 -- 1,900
to
5,126
sq.
.13 x
15,000 -= 1,950
low
.06 x
1,573 = 94
Lot Size:
0.7246 acres / 31,573 sq. ft.
8,544
Based on Survey by Eagle valley Surveying, dated 5.21.13
GRFA CALCULATION:
Zoning:
Two Family Primary /Secondary Residential
A {40 %}
B { 60 %}
Setbacks:
20' Front
LVL 1
912
21747
15' Sides
LVL 2
2, 046
3, 5 84
15' Rear
LVL
3
11152
• i •••• Roofs, 1 Roofs
Landscaping: 18,944 • required • of total • i •
Parking: •. • •• •! if built out i maximum size
Total FAR (Floor Area): ..-
?,544 sq. ft. of Gross Living Space of Gross Residential Floor Area (GRFA)
Items not included in above numbers:
00 sq. ft. per • "• garage space up to two per dwelling
-Attics less than 5' in height, Attics only accessible from the floor below
-Mechanical ## • height
-Basements below grade, above grade # ! t ! . proportionally.
40/60 Split: Unit
A:
up
to
3,417
sq.
ft.
Unit
B:
up
to
5,126
sq.
ft. (60% max. of total GRFA)
Garage Space: 600 sq. ft. per unit
Site Coverage: 6 ..314sf (20% of total site area) Allowed
NET SF
GARAGE r
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♦• Lis
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(1,200)
(1,539)
(71702)
90M
Im
so
LOT AREA: .7246ac / 31573sf
♦ ♦ i * • -
•
3,159
•
ME
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IN
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El
1
1 2 3 4
BASEMENT CALCULATION - EXHIBIT - UNIT A
1/8" = 1' -0"
1 On CI nno ACCCRA01 V
BASEMENT DEDUCTION CALCULATION:
AREA
U.GRND
WALLM:
-A-UNIT
B -UNIT
TOTAL
ALL AREA:
616
2,543
31159
AREA UNDERGRD:
355
1,291
1,646
% UNDERGRD:
57%
50%
52%
FLOOR AREA (SF):
273
21747
31020
DEDUCTION (SF):
139
1,400
1,539
1 5
Unit B Unit A
WALL *:
AREA
U.GRND
WALLM:
AREA
U.GRNO
1
185
185
1
176
176
2
70
70
2
143
143
3
174
174
3
154
0
4
70
70
4
143
36
5
419
419
6
268
71
TOTALS
616
355
7
266
0
8
19
0
355/616
57%
9
133
0
10
67
0
11
191
0
12
183
0
13
288
92
14
99
99
15
111
111
TOTALS
2.543
11291
1,291 f 2.543 - 50%
L
51'-7
T.O. FINISH FLOOR
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