HomeMy WebLinkAboutFile Documents.210 S West End St.0111.2019 (35).ARBKE
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
CO
CO
D
D
ICV
PERVI
O
U
S
PAVE
R
P
A
T
I
O
306 SQ
.
F
T
.
±
COVERED
ENTRY
22
.
9
0
'
11.50'
4.40'
10.30'
17
.
4
0
'
3.00'
14
.
4
0
'
3.30'
16
.
1
0
'
38.70'
16
.
1
0
'
9.00'
14
.
7
0
'
9.00'
12
.
1
0
'
14.70'
32
.
3
0
'
75.50'
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
IRRIGATION
CONTROL (TYP.)
FLOW-WELL
RIM= 7931.67'
INV IN= 7930.59'
SUMP= 7926.66'
CONC
R
E
T
E
P
A
N
CO
ICV
ICV
W
G
CLEANOUT
RIM=7940.37'
SWEEP=7939.06'
CLEANOUT
RIM=7940.38'
SWEEP=7938.18'
CLEANOUT
RIM=7942.00'
SWEEP=7938.55'
CLEANOUT
RIM=7940.45'
SWEEP=7938.85'
4" PVC
3
.
0
%
FF=
7940.39'
FF=
7940.46'
RIDGE=
7960.90'
FF=
7940.43'
7940
7
9
4
0
79
3
5
7935
79
3
5
CO
N
C
R
E
T
E
C
U
R
B
A
N
D
G
U
T
T
E
R
FF=
7931.58'
FF=
7932.04'
FF=
7932.05'
7937.80'
7935.09'
TOE WALL
7932.23'
TOE WALL
7940.39'
7940.29'
IO 6"=
7937.35'
7931.29'7931.23'
7930.46'
7930.46'
7930.49'
7931.38'
7931.33'
7931.41'
7933.42'
7933.16'
7933.33'7932.76'
7932.92'
7931.32'
7931.30'
7931.31'7931.76'
7931.72'
7931.76'7931.96'
7931.89'
7931.96'
FLOW-WELL
RIM= 7931.90'
INV OUT= 7931.23'
SUMP= 7926.30'
TRENCH DRAIN
RIM=7931.53'
IO=7930.59'
7932.42'
7932.34'
7932.46'
7932.14'
7932.08'
7932.15'
FLOWLINE
PAN
PERVIOUS
PAVER
PATIO
177 SQ. FT. ±
7930.90'
7930.99'
7930.55'
7930.40'
7929.71'
7929.19'
7929.30'
7928.88'
7929.08'
7932.71'
7932.55'
7932.02'
7931.93'
7932.40'
7940.42'
7938.13'
7940.39'
7940.45'
7934.71'
7933.16'
7933.57'
7932.75'
7933.21'
7940.48'7940.46'
7940.45'
X
X
METAL
PLANTER
TIE
PLANTER
AND FENCE
7940.38'
UPPER
LEVEL
DECK
CANTILEVER
7938.04'
S
1
4
°
5
0
'
4
9
"
W
1
0
0
.
0
0
'
N 75°
0
9
'
1
1
"
W
9
0
.
0
0
'
N
1
4
°
5
0
'
4
9
"
E
1
0
0
.
0
0
'
S 75°0
9
'
1
1
"
E
9
0
.
0
0
'
CONC
R
E
T
E
STEPS
BOULDER
WALL(TYP.)
PERVIOUS
PAVER PATIO
174 SQ. FT.±
4" PV
C
0
.
9
0
%
FLOW
L
I
N
E
1
.
2
%
4"
P
V
C
0
.
8
0
%
CON
C
R
E
T
E
SIDE
W
A
L
K
CONCRETE CURB
& GUTTER
CONCRETE
DRIVE
7940.40'
7940.42'
7940.38'
7940.38'
7940.38'
7940.22'
NEW CURB
AND GUTTER
7940.32'
7940.30'
ICV
ADJOINER
CONCRETE
DRIVE
ALLE
Y
B
L
O
C
K
3
2
EAST
A
S
P
E
N
T
O
W
N
S
I
T
E
20.90'
R
.
O
.
W
.
A
S
P
H
A
L
T
WE
S
T
E
N
D
S
T
R
E
E
T
75
.
0
0
'
R
.
O
.
W
.
A
S
P
H
A
L
T
EAST
H
Y
M
A
N
A
V
E
N
U
E
74.80'
R
.
O
.
W
.
A
S
P
H
A
L
T
LOT N
7931.98'
7931.98'
7931.54'
7931.78'
210 S. WEST END STREET
LOTS K, L, & M
MULTILEVEL
STONE HOUSE
WITH ATTACHED UNITS
NO5
REBAR
FOUND
NO. 5 REBAR
& RED PLASTIC
CAP FOUND
DECIDUOUS
TREE 1"X4' (TYP.)
PE
R
V
I
O
U
S
PA
V
E
R
P
A
T
I
O
17
4
S
Q
.
F
T
±
7931.84'
7931.92'
CO
UPPE
R
L
E
V
E
L
D
E
C
K
PERVIOUS
PAVER WALK
42 SQ. FT. ±
7959.442
7937.31'
7934.63'
7934.49'
7934.71'
7934.66'
TOE WALL
7934.35'
TOE WALL
7934.58'
7935.22'
TOE WALL
7937.62'
TOP WALL
7933.53'
TOE WALL
7934.90'
TOP WALL
7937.05'
TOE WALL
7937.26'
TOE WALL
RAIN GARDEN
23 C.F.±
OVERFLOW
WEIR 7934.80'
OVERFLOW
WEIR 7937.52'
RAIN GARDEN
14 C.F.±
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 S u r v ey i ng, Inc.
Es t . 2 0 0 7
22053
1 OF 1
WEST END HOME, LLC
ASPEN, COLORAD
AS-BUILT SURVEY
LOTS K, L, & M, BLOCK 32
210 S. WEST END STREET
SF
JRN
AUGUST 25, 2022
053 DWG
AS-BUILT
LOTS K, L,&M, BLOCK 32, ACCORDING TO THE IMPROVEMENT SURVEY PLAT
PROVIDED PER ASPEN SURVEY ENGINEERS, INC.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
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 K, L, & M,
BLOCK 32 WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF JULY 13, 2022
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.
AS-BUILT ENGINEERING CERTIFICATION STATEMENT:
I, THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT I HAVE
INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE: LOTS K, L, & M, BLOCK 36, AND
HAVE CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE WITH
THE DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE: ____________________.
BY: _______________________________________ DATE: _________________
PE LICENSE NO. _______________________
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 JULY 13, & 29, 2022.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N75°09'11""W BETWEEN THE
SOUTHWEST CORNER OF LOT K, A #5 REBAR FOUND IN PLACE AND THE SOUTHEAST CORNER OF
LOT M, A #5 REBAR AND RED PLASTIC CAP P.L.S.# ILLEGIBLE FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE DESIGN SURVEY PROVIDED BY ASPEN SURVEY ENGINEEERS
INC, DATE AUGUST. 2018 AND CORNERS FOUND IN PLACE.
6) ELEVATIONS ARE BASED ON A ON-SITE ELEVATION ON A SURVEY PREPARED BY ASPEN
SURVEY ENGINEERS INC, DATED AUGUST, 2018 (1988 DATUM) YIELDING AN ON-SITE ELEVATION
OF 7925.42' ON THE COA MONUMENT #4, A TBM AS SHOWN. CONTOUR INTERVAL EQUALS 1
FOOT.
7) THE SUBJECT PROPERTY WAS UNDER CONSTRUCTION AT THE TIME OF SURVEY.
N
E
S
W
0
30
60
90
120
150
180
210
240
270
300
330
P
e
a
k
S u r v e y i n
g
,
I
n
c
.
010 10 20 405
BOUNDARY
LINE TYPE LEGEND
STORM SEWER
ELECTRIC
EASEMENT
EX-ST
EX-UE
ASPHALT
CONCRETE
SYMBOL LEGEND
WATER SHUT OFF
GAS METER G
SET MONUMENT
ELEC. TRANS.
EDGE OF ROAD
IRRIGATION VALVE
FOUND MONUMENT
SEWER MANHOLE
ELEC. METER
S
SPOT ELEVATIONS
AIR COND. UNIT
OSW
SETBACK
PVC DRAIN LINE
TELEPHONE T
CABLE TV CTV
GASLINE G
FIBER OPTIC FO
TELEPHONE T
STORM DRAIN D
ELEC. OUTLET
ADJ. BOUNDARY
CABLE TV PED.
STREET LIGHT
SEWER LINE
WATER LINE W
0000.00'
E
E
A.C.
ICV
08/25/22
08/25/22
COL O R A D O L I CE
N
S
E
D
P
R
O
F
E
SSIONAL L A N D S U RVEYO
R
JAS O N R . N
E
I
L
37935
08.30.2022