HomeMy WebLinkAboutFile Documents.430 W Hallam St.0291.2017 (74).ARBKX
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NEW C
O
N
C
R
E
T
E
DRIVE
W
A
Y
D
D
D
D
D
2 STORY WOOD AND
BRICK VICTORIAN
WITH BASEMENT
430 WEST HALLAM
SITE AND BUILDING
UNDER CONSTRUCTION
E
G
D
E
X
D
ICV
ICV
ICV
ICVICV
ICV
ICV
BRICK PATIO
UNDER CONSTRUCTION
BRICK
ENTRY
BRICK
PATIO
BRICK
PATIO GRAV
E
L
DRIVE
W
A
Y
BLOCK
3
5
A
L
L
E
Y
GRAV
E
L
R
O
A
D
20' R.O
.
W
.
NO. 5 REBAR FOUND
UNDER ELECTRIC METER
FLUSH WITH GROUND
ELECTRIC
PEDESTAL
ELECTRIC
TRANSFORMER
E
BR
I
C
K
WA
L
K
W
A
Y
(S
N
O
W
M
E
L
T
E
D
)
BRICK
WALK
W
A
Y
BRICK
WALK
W
A
Y
BR
I
C
K
WA
L
K
W
A
Y
BR
I
C
K
WA
L
K
W
A
Y
BRICK
PATIO
E
NO. 5 REBAR AND 1.25"
YELLOW PLASTIC CAP
P.L.S. 9184 FOUND
FLUSH WITH GROUND
TBM = 7903.21'
NO. 5 REBAR AND 1.25"
YELLOW PLASTIC BROKEN CAP
P.L.S. 9184 FOUND
FLUSH WITH GROUND
NO. 5 REBAR AND 1.25"
YELLOW PLASTIC CAP
P.L.S. 9184 FOUND
0.25' UNDER GROUND
IRRIGATION
VALVE BOX
(TYPICAL)
FENCE
(TYPICAL)
LIGHT
(TYPICAL)
ELECTRIC
BOX
GAS
METER
ELECTRIC
METER
TRASH AREA
CONCRETE PAD
WITH WALLS
UNDER CONSTRUCTION
ELECTRIC
BOX
IRRIGATION
VALVE BOX
(TYPICAL)
IRRIGATION
VALVE BOX
(TYPICAL)
IRRIGATION
VALVE BOX
(TYPICAL)
WEST
H
A
L
L
A
M
ASPHA
L
T
R
O
A
D
74.38' R.
O
.
W
.
CONC
R
E
T
E
C
U
R
B
A
N
D
G
U
T
T
E
R
N 75°09
'
1
1
"
W
9
0
.
0
0
'
S 1
4
°
5
0
'
4
9
"
W
1
0
0
.
0
0
'
S 75°09'
1
1
"
E
9
0
.
0
0
'
N 1
4
°
5
0
'
4
9
"
E
1
0
0
.
0
0
'
5.7'
18
.
4
'
3.1'
9.4
'
3.1'
13
.
8
'
17.7'
3.0
'
19.5'3.0
'4.9'
3.1
'
9.3'
3.1
'
4.9'
24
.
8
'
6.4'1.8
'
6.4'
1.8
'
6.4'
2.6
'
0.4'
0.4
'
14.3'
31
.
9
'
4.5'
2.6
'5.4'2.6
'
24.1'
21
.
1
'
34.3'
6.6
'
25.2'
30
.
0
'
8.8'
9.8
'
BRICK
WALL
BRICK
STAIRS
WINDOW
WELL
WINDOW
WELL
LIGHT
WINDOW
WELL
MU
L
C
H
MU
L
C
H
MULCH
BRICK
ENTR
Y
BA
S
I
S
O
F
B
E
A
R
I
N
G
S
4" DRAIN
TIE IN
RIDGE
7926.41'
RIDGE
7926.23'
GARAGE
7903.30'
RIDGE
7924.57'
RIDGE
7926.39'
RIDGE
7935.46'
RIDGE
7935.28'
RIDGE
7934.17'
CHIMNEY
7931.90'
CAP
7938.31'
THRESHOLD
7907.23'
10' FRONT
SETBACK
7905
79057906
7907
79
0
6
79
0
6
79
0
5
790
4
7906
7
9
0
4
-3
.
6
7
%
-
4
.
0
4
%
-2
.
2
8
%
-3.3
2
%
-3.9
1
%
-6
.
3
2
%
-5
.
1
2
%
-
5
.
9
5
%
-0.48
%
-3
.
5
2
%
GRAVE
L
B
E
D
B
E
L
O
W
BRICK
STAIRS
BRICK
STAIRS
N
5
7
°
0
3
'
3
2
"
W
83
1
.
3
3
'
S 55°
2
4
'
2
6
"
W
1245
.
0
8
'
CITY OF ASPEN
G.P.S.NO. 9
CITY OF ASPEN
G.P.S.NO. 7
15' SIDE YARD SETBACK
15' SIDE YARD SETBACK
10' REAR
SETBACK
5' ACCESSORY
SETBACK LINE
4" DOWN SPOUT
DRAIN TIE IN (TYP.)
S
S
S
4"
F
R
E
N
C
H
D
R
A
I
N
4" DOWN SPOUT
DRAIN TIE IN (TYP.)
16
.
3
'
4.3'
OSW
-1.
1
4
%
-0.95%
A
B
C
D
E F
G
HI
J
K
BUILDING
OVERHANG
TOP WALL
7906.10'
TOE WALL
7904.36'
TOP WALL
7906.24'
TOE WALL
7903.82'
BRICK
WALL
BRICK
WALL
TOP WALL
7906.24'
TOE WALL
7904.90'
ELECTRICAL TRANSFORMER
EASEMENT PER REC. NO. 679496
SNOWMELT ENCROACHMENT
EASEMENT (SHADED AREA)
69.706 SQ. FT.
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.
ByNO.Date Project NO.RevisionDrawn By:
Checked By:
Date:
Computer File:
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
S
NW
E
P e a k Surveying, Inc.
Es t . 2 0 0 7
20088
1 OF 1
430 WEST HALLAM LLC,
ASPEN, COLORADO
ZONING COMPLIANCE
LOTS M, N, & O, BLK 35, ASPEN
430 WEST HALLAM
SMS
JRN
JANUARY 22, 2024
088.DWG
ZONING COMPLIANCE
LOTS M, N AND O, BLOCK 35, CITY AND TOWNSITE OF ASPEN
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
LOTS M, N AND O, BLOCK 53, CITY AND TOWNSITE OF ASPEN
CITY OF ASPEN,
COUNTY OF PITKIN,
STATE OF COLORADO
NOTES:
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING
SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT
THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT
THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC.
2) THE DATE OF THIS SURVEY WAS OCTOBER 26, AND NOVEMBER 27, 2023.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 14°50'49" E BETWEEN THE
SOUTHWEST CORNER LOT M, BLOCK 35, A NO. 5 REBAR AND RED PLASTIC CAP P.L.S. 9184
FOUND IN PLACE AND THE NORTHWEST CORNER OF LOT 3, BLOCK 35, A NO. 5 REBAR FOUND IN
PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE WARRANTY DEED RECORDED AUGUST 5, 2016 AS RECEPTION
NO. 631251 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN
PLACE.
6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO
RTVRN GPS NETWORK (1988 DATUM) YIELDING AN ON-SITE ELEVATION OF 7903.23' ON A TBM AS
SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
7) THE SUBJECT PROPERTY WAS UNDER CONSTRUCTION AT TIME OF SURVEY AND
IMPROVEMENTS TO SITE MAY CHANGE.
N
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W
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30
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90
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210
240
270
300
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P
e
ak S u r v e y i ng
,
I
n
c
.
010 10 20 405
AS-BUILT SURVEY CERTIFICATION STATEMENT:
I, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE ELEVATIONS,
GRADING AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOTS M, N, AND
O, BLOCK 35, CITY AND TOWNSITE OF ASPEN, 430 WEST HALLAM WERE DEVELOPED FROM
SURVEYING THE PROPERTY ON THE DATE OF OCTOBER 26, AND NOVEMBER 27, 2023 AND
ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THE SURVEY. THE ELEVATIONS MAY
CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE, UPHEAVAL, EROSION, ACTS OF
MAN OR OTHER FACTORS. THEREFORE, THIS CERTIFICATE MAY NOT ACCURATELY DEPICT
ELEVATIONS, GRADING AND DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY.
EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE. NO PART OF THIS LOT LIES
WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA, EXCEPT AS NOTED. ERROR OF
CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS LESS THAN 1:15,000.
BY:______________________________________ DATE:_________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND BEHALF OF
PEAK SURVEYING, INC.PRE
L
I
M
HEIGHT OVER TOPOGRAPHY TABLE
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'