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46166°
BUILDING OUTLINE
ENTRY
O
: LOT 7
WATER 0.3' _
FEATURE 3 _ _ PARCEL A
532 0.3269 ACRES
800 A POTATO PATCH DRIVE
rn 53.4 53.2
o FLAGSTONE EARTH COVERED
ENTRY /WALLS GARAGE
53.2
tD : ° ° GARAGE SLAB
52.9 FOUND
1 1/2" BRASS MONUMENT
° SET IN ASPHALT OMNI S $$`02049" E
LS #30116
(TYPICAL) 52.8 x 46.$$
LOT 3 0111 -� • g' 113 W
.4 � 4 /
I f
STONE 0•?' %
WALK EARTH COVERED
f
GARAGE
� x 51.9
.--^ 514 GARAGE SLAB
TRENCH DRAIN" .--' g`Z ASPHALT DRIVE
n
5049 ,'= Dc ,� (SHADED) x 51,7
WATER 51.8 GAS
x 512 CURBSTOPS METERS
J/
n q v
49.9 tGr {
20" ACCESS
EASEMENT `
10.0' ,
0.4
o.�
10,0' 0,5'
r 0.
f
0.6 �E
0.6'
i
0,5' DIA,
DRAINS
@ V
: 51.
1,5 DIA. CMP 5115 ..--
INVERT IN- 8648,1'
INVERT OUT= 8645.7'
x 51.0
512
�Y
tt 52.6 x
g 50,5 PHONE PEDESTAL ENTRY
.$
WOOD
TIES
d)
�C7•
3
�0
.',0
BUSHLINE
\50i
ti
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422 __III - III - I I -I I
I= I I.�1 ILOT . 1 I I =)
HED PARCEL ^I I I
—III I-- ' 101 3977 ACRES —) I I�
80 BB POTATO PATCH DRIVE —I I
A/C UNIT -III -I 4 6'S -I
40.2x STONE VENEE) I I_I (I— FLAGSTONE) I ( -III_
WALL/GRILL._ PA1:10�_
GV VALVE III -I I I___.I 1 39,9
8640
0.6' �- - - - - - - 39.9
39.5
STONE SPRINKLER VALVE 392
WALK 3`x•3
MEDIUM SEVERITY ROCKFALL
HAZZARD ZONE EAST OF THIS LINE
(SEE NOTE 9) FLOWLINE Q
DITCHc�/
' 0.5'
- -- - --
t 0.5 (
3
41199 HIGHWAY 6 & 24, EAGLE —VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
ROCK (TYPICAL) f
8630 �i Z
J: 1
C
r�
0.4' �
h
tD
:�
0' 10' 20' 30'
Ih
LO
0
0
LOT 8
NOTES:
DATE OF
SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP r OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
NOTICE: t -r • COLORADO LAW YOU COMMENCE
ACTION ! UPON ANY DEFECT IN THIS SURVEY THREE YEARS
AFTER YOU FIRST DISCOVER DEFECT. • EVENT, MAY ANY
ACTION r UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
-• DATE OF • • SHOWN
HEREON.
4) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
SURVEYING, EAGLE VALLEY i IS INTENDED FOR THE SOLE OF
ORIGINAL ONLY, OF OR TRANSFER TO OTHERS PROHIBITED.
5) BASIS OF PROPERTY • • N* MONUMENTS FOUND AT THE SE > POINT
PARCEL B AND COMMON > PT PARCEL A/B.
6) BASIS OF ELEVATION* SEWER MH 0200 INVERT EL.8640,47t LOCATED IN THE
i ! OF POTATO PATCH DRIVE.
BUILDING •• • NOT ! PRIOR TO ANY DESIGN
OR CONSTRUCTION IMPROVEMENTS ON PROPERTY, • OF
SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
BUILDING • WN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
MATERIALS. STRUCTURE r DIMENSIONS SHOWN • ! 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 •
OF i •- r• AS ADAPTED BY COUNCIL ON OCTOBER !!i
IN ACCORDANCE NTH RESOLUTION NO. 13 SERIES OF 2000. (SEE DRAWING).
INDICATES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER
x,x'
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
Date.
,o,ll
!
4k
i
i
i
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i
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422 __III - III - I I -I I
I= I I.�1 ILOT . 1 I I =)
HED PARCEL ^I I I
—III I-- ' 101 3977 ACRES —) I I�
80 BB POTATO PATCH DRIVE —I I
A/C UNIT -III -I 4 6'S -I
40.2x STONE VENEE) I I_I (I— FLAGSTONE) I ( -III_
WALL/GRILL._ PA1:10�_
GV VALVE III -I I I___.I 1 39,9
8640
0.6' �- - - - - - - 39.9
39.5
STONE SPRINKLER VALVE 392
WALK 3`x•3
MEDIUM SEVERITY ROCKFALL
HAZZARD ZONE EAST OF THIS LINE
(SEE NOTE 9) FLOWLINE Q
DITCHc�/
' 0.5'
- -- - --
t 0.5 (
3
41199 HIGHWAY 6 & 24, EAGLE —VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
(970)949 -1406
ROCK (TYPICAL) f
8630 �i Z
J: 1
C
r�
0.4' �
h
tD
:�
0' 10' 20' 30'
Ih
LO
0
0
LOT 8
NOTES:
DATE OF
SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED
PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES,
RESTRICTIVE COVENANTS, OWNERSHIP r OR ANY OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
NOTICE: t -r • COLORADO LAW YOU COMMENCE
ACTION ! UPON ANY DEFECT IN THIS SURVEY THREE YEARS
AFTER YOU FIRST DISCOVER DEFECT. • EVENT, MAY ANY
ACTION r UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
-• DATE OF • • SHOWN
HEREON.
4) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
SURVEYING, EAGLE VALLEY i IS INTENDED FOR THE SOLE OF
ORIGINAL ONLY, OF OR TRANSFER TO OTHERS PROHIBITED.
5) BASIS OF PROPERTY • • N* MONUMENTS FOUND AT THE SE > POINT
PARCEL B AND COMMON > PT PARCEL A/B.
6) BASIS OF ELEVATION* SEWER MH 0200 INVERT EL.8640,47t LOCATED IN THE
i ! OF POTATO PATCH DRIVE.
BUILDING •• • NOT ! PRIOR TO ANY DESIGN
OR CONSTRUCTION IMPROVEMENTS ON PROPERTY, • OF
SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION.
BUILDING • WN WAS LOCATED AND MEASURED TO TRIM AND VARIOUS EXTERIOR
MATERIALS. STRUCTURE r DIMENSIONS SHOWN • ! 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 •
OF i •- r• AS ADAPTED BY COUNCIL ON OCTOBER !!i
IN ACCORDANCE NTH RESOLUTION NO. 13 SERIES OF 2000. (SEE DRAWING).
INDICATES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER
x,x'
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
Date.
' TO 16 It
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114ON FILTER
\ FABRIC
1 " t5RAVEL . RAIN
' 01AI' ET `R (MIN) 1V
1Z
Li RAIN TO DAB KL.1 H7
N& 710
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.�- 4Wq \
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CULVERT ' RAIN PIPE* 51ZEV 5 r"' CIVIL EN
I 12ETAIL, NUMaE R SEC71ON f EL A71ON 5TEPPIN6 STONE
w
COVERS IN SETAEEN,
m.: VRAIN INLET TONE SL «Ark
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SIT
MAIN LEVEL
A aO77 M OF :AL.L RAISE ,ENV REAL 166 y� I� ��:!'�
THE ORAINA6E
FA t "" L.AIItY4t A tiR? t OF k� i
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F E T.+K {j Ny++ �
70 TOP or VRAIN INLET .1, M , ��`'�t .
!.
NATIVE LOCAL C7RANI tE o pre x. sizes ' — {�+.yy pq�"} ✓ry _.
36*0
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Contrca(:�te r shall verlp exl tin Site InPorri otion , Includine, Structures, utflitles, property I nt , l,rrtlt
ur end utters r toy c Pe ct the -scope, o ,vrark rior� o beginning t �r rc�� t �i. All N r k, shall comply kvith oil op licobl
y
codes and ordinances.
The contractor shall be reo� ^onslble or contacting all utility companies Por Meld location oP earll underground ut0itry lines prior to
any cxcc votf n+ Lond cape ontrcact(�>r i iholl toke Sole resfolonsibill.ty for any cost incurred due to damage oF sold utilftle. y y "
r �
6eneral ontrcxe:tor to provide and install all Irri eition 4'r F\16. sleewng to all planting area prier to paving and kNioll
constructfonfi Coordinate Nith L ondscope Contractor to provide sleeving locations and IrI"ormotion.
4. Provide all compaction In accordance, YIlth they Soll� Report.
Provide, kvritten r tfPlc tfon oP a// die? cr~eponc1 s betkveen existing and proposed Improvements
« Contro tor(: ) shall employ a licensed Surveyor to e! tcabli hr rill kNork if e + Contractor shell Ste* out at/ ore o;5 Including kslolksi
+e ll and driveAays.ord obtain the tapprovol oP the, Gnrhlt�ct prier to construction.
"1+ AI1 Pini heed grades d stroll provIdee for natural runoP oP Aoter Mthout IoN Spots or ke 5, The site, surrounding the building
Should slope okvcay it 0/1 dlre ctlor) . A minimum by 12" In the First 10'(10.%) ?car unpoved areas and " in they= Plat /0' �' .� 1 o
paved areas
Finished c re de 5 Pear ^Iontfn^ areas care to be ' belokv top of adjacent poving or tops of kv ll .
41+ Tc P501L. Lond Esc p Contractor to Supply and place, " max. acre oned topsoil to Pinh5hed grade kvith theme Pollokving depth .5.
Perennial and shrub body: 12" doeo. Ov r ~excovoto and removes any existinq sells / construction tion de :bri to ochlovo wcosSory
5 reenod top Sol/ depths,
10, All fi^odin and drainage drain pipes, trench dr^c fnsi, drain Inlets to be designed b the Civil Firs irreer. Ail concrete, paving,
k ll , steps to hove. refrPorcIng designed b o structural F,.%ngincer. All subslc ib card subbose ;Noll ondpoving romp e tlon requirements
nt
to be, , peclPl d by a e tee�.h engineer. Information ran this plan provided Por layout le ratio rani
11, Any moo nrc� retraining kle ll , concretes Slabs, povine, Steps to hove, rolnPore ing designed by a , true�turol Engineew:r.
12, All eorthAork Includin compaction and construction per cc��t chinocol pe l fcotic n b others.
.
v`IZII"°'t''' I
LOCATION
\ ♦ fi
1
NEW FEE NNl14LL,
CA> RLRI ,N AREA,
(HA7C1 EL> AREA)
E30uLVER WALL
M
D!
HIGH ICI O &RJff55 vi
DETAIL Iv'f 1e IN6 PLAN
IN
(on 4 x 6" sheet)
S$EET
GRADING
STUDY
.oning Analysis.
! 7, Block Potato Patch
800 Potato Patch Dr. A & B, Vail, Colorado
Lot Size. 0.7246 acres / 31,573 sq. ft.
Based on Survey by Eagle Valley surveying, dated 5.21.13
Zoning: Two Family Primary /Secondary Residential
Setbacks. 20' Front
15' Sides
15' Rear
Height: 33' sloped Roofs, 30' Flat Roofs
Landscaping: 18,944 sq. ft. required (60% of total site area)
Parking: 7 spaces required if built out to maximum size
GRFA Gross Residential Floor Area):
FAR (Floor Area). Total Allowable:
IM MA A 01 • INTO • • • • • • • • • +.
Items not included in above numbers.
-300 sq. ft. per enclosed garage space up to two per dwelling unit.
- Attics less than 5' in height Attics only accessible from the floor below
♦ � 1 r
.7246ac
LVL 2
LV L 3
A (40%) B {
912
3, 042
2, 046 3, 800
s
1,152
1
•!i
11900
BSMNT DED.. -139 -1.491
TOTAL RFA: 3,371sf 4,751sf
i
(G RFA)
AF
- Mechanical roams less than 5' in height
�Basements below grade, above grade portions will count proportionally.
MW •i •
. • • •. •
Unit Ax • to 3,417 sq.
Unit Ba. up to 5,,126 sq.
iii sq. ft. per
. i'. • • "
Site Coverage: 6,314sf (20% of total site area) Allowei
t t •
273
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� # r
(11200)
(1,630)
(8,122)
B�UNIT I TOTAIJ
2,503
1,257
•
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73sf
!' • x 31,573sf •
3,119
1,612
3,315
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@ KHWEBB ARCHITECTS, PC
COPYRIGHT 2013
PROJECT: RUTH
DRAWN BY: JJ
DATE: 0731.13
REVISIONS:
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B.O. FLOOR ASSEMBLY
8663' -0'��
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Unit
A
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M1V.GRND.
#: " WALL
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f m
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—fig
1
176
17s
2
70
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I 2
143
143
3
174
174
3
154
0
4
70
70
4
143
36
5
419
419
6
260
f
Toms
616
355
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0
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9
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INKS
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AREA
M1V.GRND.
#: " WALL
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f m
i7v' -
—fig
1
176
17s
2
70
70
I 2
143
143
3
174
174
3
154
0
4
70
70
4
143
36
5
419
419
6
260
71
Toms
616
355
7
266
0
$
19
0
365 1616 R 57%
9
372
0
10
135
0
i
11
349
92
12
66
69
13
114
114
16515
2,503
1.257
1,25712.536
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PROD ECT: RUTH
DRAWN BY: 1i
DATE: 0731.13
REVISIONS:
I
maril Kalil] WAN WIL01
LEVEL 3 GRF
MAIN AND UPPER LEVEL PROPOSED r
S 11.011
UPPER LEVEL PROPOSED GRFA EXHIB
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3,371sf
I O N ■
I 31573sf
r, 5 7 sf 61315
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REVISIONS:
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X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER
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X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER
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LANDSCAPE CALCS:
LOT SIZE: 31,573 SQ. FT,
PROPOSED SITE COVERAGE: -6,192 SQ. FT,
DRIVEWAY AREA: -2,861 SQ. FT,
PROPOSED LANDSCAPE AREA: 22,520 SQ. FT,
20% LANDSCAPE AREA: 4504 SQ, FT,
PROPOSED LANDSCAPING AREA: 4,048 SQ. FT.
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EXISTING EXISTING
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STORAGE L I
SHED EXISTING i
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LIVING ROOM. _ NEW WINDOW UNITS � {
40'— 8 3I8" RAISED
LIVING _
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FIREE?L�A i LIVING ROOM
I 421-23/811
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42' -2 3/8"
HEAT VENT
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STEPPING DOWN
TO EXISTING r
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WALL TYPE KEY:
EXISTING WALL
NEW WALL
DEMOLISH
2
4200
Zffl 1JIS 0
1/4" = 1' -0"
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WALL TYPE KEY:
EXISTING WALL
NEW WALL
-- - DEMOLISH
.. .
114" = 1' -0"
2
D200
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DATE: 07.31.13
REVISIONS.
3
D200
CHIMNEY
EDGE OF WALL
TYPICAL
EDGE OF ROOF
TYPICAL
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WALL TYPE KEY:
EXISTING WALL
NEW WALL
DEMOLISH
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DATE: 073113
REVISIONS:
i
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------ __.._�
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WALL TYPE KEY:
EXISTING WALL
NEW WALL
DEMOLISH
WEST ELEVATION - EXISTING
1 /8" = 1' -0"
'E
Rlorr-
EXISTING WALL
NEW WALL
DEMOLISH
mr
MI
GARAGE
51.1 G314- _. - --
RAILING TO BE REPU
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BALCONY TO REMAIN
_...... .._ ...... .. .................__....... -...
WALL TYPE KEY:
EXISTING WALL
NEW WALL
DEMOLISH
SOUTH ELEVATION - EXISTING
MAIN LEVEI.
Sig d.
•�.� -- 42' 2� " q.
WALL TYPE KEY:
EXISTING WALL ,
''FS NEW WALL
DEMOLISH
EAST ELEVATION - EXISTING NORTH ELEVATION - EXISTING
1/8" = 1' -0" 1 1/8°
low
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GENERAL NOTES:
ALL DISTURBED • a• a TO BE •• s BACK TO THE
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ALL DISTURBED a • r a • AREAS TO BE RECONSTRUCTED a
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3, EXISTING UTILITY i
METERS, r AND OTHERS
THAT WILL BE IMPACTED BY PROPOSED REMODEL
RELOCATED AND ARE SHOWN/LABELED A • • ON
SITE/GRADING PLAN
r f �
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FINISHES KEY
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M03 FASCIA TO MATCH EXISTING
MO �WINDOWSAND JE LOW IN WIN D0WSANDDOORS ,CHESTNUTBRONZE
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M05 ROOF (PRIMARY) MULT{- WIDTHDAVINCI'SSHAKE - TAHOEBLEND
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MQ� SNOW FENCE L82.4 SNOW FENCE BY ROCKY MOUNTAIN SNOW GUARDS INC.
MO ' SOD ROOF r
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M 11 1 RAILING WROUGHT 1RON Wt SIDING PANEL
M 12 ;GARAGE DOOR MARVIN COPPER PANELED
_- ___...__ .-- ---_ -_ ------ -
M 13 WOOD BEAM WOOD BEAM HEADER OVER GARAGE DOORS
NON - REFLECTIVE STANDING SEAM
M 1 METAL ROOF 1 METAL ROOF TO MATCH WINDOW TRIM
1 PROPOSED ADDITION
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COPYRIGHT 2013
PROJECT: RUTH
DRAWN BY: JJ
DATE: 08.1413
REVISIONS:
3