HomeMy WebLinkAboutAs Built_334 Mcskimming Rd_0073.2020 (2).BRESE
SCO
WSO
E
SS
SS
UE
UE
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
W
W
W
W
W
W
G G G G G G G
SS
SS
SS
SS
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
G
IVB
IVB
IVB
12.
9
5
8
.
4
18.
8
8
.
1
4.5
2
7
.
8
9.0
2
.
9
13.
5
1
9
.
5
17.
4
1.2
5.8
1.2
3.1
1
9
.
4
22.
3
5
.
1
35.
8
2
4
.
5
5' BUILDING
SETBACK
7.5' UTILITY
EASEMENT
10' BUILDING
SETBACK
7.5' UTILITY
EASEMENT
7.5' UTILITY
EASEMENT
5' BUILDING
SETBACK
8.4'
11.1'
30.5'
8125
8
1
3
0
8
1
2
6
8
1
2
7
8
1
2
8
8
1
2
9
81
2
0
81
1
7
81
1
8
81
1
9
812
1
812
2
8
1
1
5
8
1
1
6
81
2
0
81
2
5
81
1
6
81
1
7
81
1
8
81
1
9
81
2
1
81
2
2
81
2
3 812
4
81
3
5
81
3
6
812
4
8120
8119
812
1
812
2
8116
8116
8117
8118
8119
CO
CO
CO
CO
CO
8
1
3
2
8
1
3
3
8
1
3
4
8130
8131
8132
8133
8130
8128
8129
8131
81
2
7
81
2
8
81
3
2
81
3
3
813
4
812
0
811
9
8121
8122
8123
30' BU
I
L
D
I
N
G
SETBA
C
K
81
1
6
811
6
S80°5
2
'
4
0
"
E
7
6
.
9
7
'
N1
2
°
0
9
'
5
0
"
E
2
0
4
.
7
9
'
(B
A
S
I
S
O
F
B
E
A
R
I
N
G
)
S
1
3
°
2
2
'
1
9
"
E
4
9
.
6
1
'
S56
°
5
7
'
4
3
"
W
1
8
2
.
3
9
'
Δ
=
3
1
°
2
5
'
1
5
"
R
=
8
5
.
0
1
'
D
I
S
T
=
4
6
.
6
2
'
C
H
B
R
G
=
S
2
8
°
5
6
'
3
9
"
E
C
H
D
I
S
T
=
4
6
.
0
4
'
1 inch = ft.
(IN U.S. SURVEY FEET)
GRAPHIC SCALE
0010 5 10 20 40
10
VICINITY MAP
NOT TO SCALE
BY
NO
.
DA
T
E
BY
PROJECT NO.
RE
V
I
S
I
O
N
HI
G
H
C
O
U
N
T
R
Y
E
N
G
I
N
E
E
R
I
N
G
,
I
N
C
.
PH
O
N
E
(
9
7
0
)
9
4
5
-
8
6
7
6
-
F
A
X
(
9
7
0
)
9
4
5
-
2
5
5
5
ww
w
.
h
c
e
n
g
.
c
o
m
dr
a
w
n
b
y
:
ch
e
c
k
e
d
b
y
:
da
t
e
:
fi
l
e
:
15
1
7
B
L
A
K
E
A
V
E
N
U
E
,
S
T
E
1
0
1
,
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
1
SHEET NUMBER
S
-
T
-
R-C-
2211652
1 of 1
TE
R
R
A
L
I
N
K
S
T
R
U
C
T
U
R
E
S
,
L
T
D
AS
P
E
N
,
C
O
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
A
S
-
B
U
I
L
T
33
4
M
C
S
K
I
M
M
I
N
G
R
O
A
D
JP
S
LJ
/
M
G
G
2/
2
9
/
2
0
2
4
1
3/
1
2
/
2
4
CO
A
C
O
M
M
E
N
T
R
E
V
I
S
I
O
N
S
MG
G
18 10
S
84
W
Pi
t
k
i
n
FINAL GRADING & DRAINAGE AS-BUILT
334 MCSKIMMING ROAD, ASPEN, COLORADO
MORE PARTICULARLY DESCRIBED AS LOT 11, BLOCK 2, ASPEN GROVE SUBDIVISION,
SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SITE
ASPEN
AS-BUILT SURVEY CERTIFICATION STATEMENT
I, LUKE JAMESON, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY TO THE OWNERS OF
RECORD AS OF THIS DATE THAT THE ELEVATIONS, GRADING AND DRAINAGE FEATURES SHOWN OF THE LOT
DESCRIBED AS LOT 11, BLOCK 2, ASPEN GROVE SUBDIVISION, ALSO KNOWN AS 334 MCSKIMMING ROAD, WERE
DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATES OF MAY 31, NOVEMBER 28 & 29, 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 LIES WITHIN THE 100-YEAR FLOODPLAIN AS DEFINED BY FEMA.
LUKE JAMESON, PLS NO.38407
COLORADO PROFESSIONAL LAND SURVEYOR
GRADING & DRAINAGE CERTIFICATE
I, THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT I HAVE INSPECTED THE AS-BUILT SURVEY DATA
FOR PROJECT SITE: 334 MCSKIMMING ROAD, AND CONCLUDED THAT THE SITE WILL DRAIN ADEQUATELY IN CONFORMANCE WITH
THE DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON 09/24/2021.
BY:MICHAEL G. GRZESIAK DATE: 2/29/24
COLORADO P.E. LICENSE NO.47653
PROPERTY DESCRIPTION
NOTES
1.DATE OF FIELD SURVEY: MAY 31, NOVEMBER 28 & 29, 2023, AT THE TIME OF THE SURVEY THERE WERE 3 - 6 INCHES OF SNOW ON THE
GROUND.
2.THE PURPOSE OF THIS SITE PLAN IS TO VERIFY AS-BUILT GRADING AND DRAINAGE CONDITIONS ONLY AND IS NOT TO BE CONSTRUED
TO BE A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT.
3.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE BOUNDARY SHOWN AND DESCRIBED HEREON TO
DETERMINE:
A) OWNERSHIP OF THE TRACT OF LAND
B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS
C) RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
4.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSURANCE COMMITMENT. TITLE INFORMATION
REFERENCED HEREON IS THE RESULT OF RESEARCH BY THIS SURVEYOR AND IS NOT NECESSARILY COMPLETE OR CONCLUSIVE.
5.PROPERTY BOUNDARY REFERENCED HEREON IS FROM THE ORIGINAL IMPROVEMENT SURVEY PLAT AND IS SHOWN FOR
INFORMATIONAL PURPOSES ONLY (SEE NOTE 2).
6.ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS UTILIZING THE CONTINUOUS OPERATING REFERENCE STATIONS
(CORS) THROUGH THE MESA COUNTY RTVRN NETWORK BROAD CASTING NORTH AMERICAN VERTICAL DATUM (NAVD88) YIELDING AN
ON-SITE ELEVATION OF 8128.71' AT THE NORTHEAST CORNER OF THE PROPERTY BEING A #5 REBAR AND YELLOW PLASTIC CAP LS
#19598 AS SHOWN HEREON.
7.CONTOUR INTERVAL EQUALS 1 FOOT.
8.BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON FACE OF EXTERIOR FINISH.
9.UNDERGROUND UTILITIES HAVE BEEN MARKED OUT BY OTHERS, ONLY PAINT MARKS AND UTILITY FLAGS HAVE BEEN LOCATED BY
HIGH COUNTRY ENGINEERING, INC. THE ACTUAL LOCATION OF UNDERGROUND UTILITIES MUST BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
10.THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF
THE SURVEY AS BASED UPON THE EVIDENCE PRESENTED HEREON, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,
EITHER EXPRESSED OR IMPLIED.
11.ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY
MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO REVISED
STATUTES.
12.NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT IN THIS SURVEY WITHIN
THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN THIS SURVEY BE
COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
13.NOTICE: THIS EXHIBIT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL OR EXTENDED PURPOSE
BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WHICH IT IS CERTIFIED.
THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF THIS
DOCUMENT MAY BE STORED, REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN
PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS EXCLUSIVE TO HIGH
COUNTRY ENGINEERING, INC. AND THE OWNER(S) OF RECORD AS OF THIS DATE, OF THE BOUNDARY DELINEATED HEREON AND THE
SUBJECT OF THE SURVEY.
LEGEND
SANITARY CLEAN-OUTSCO
INVERT
IRRIGATION VALVE BOXIVB
WATER SHUTOFF
WSO
ELECTRIC PEDESTAL
ELECTRICAL METERE
ELECTRICAL TRANSFORMERE
GAS METERG
CLEAN-OUTCO
FOUND BOUNDARY/LOT CORNER - AS DESCRIBED
EASEMENT LINE
BUILDING SETBACK LINE
BOUNDARY OR LOT LINE
ADJOINER LINE
ROOF LINE
FLOW LINE
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
8130
8129
WATER LINE
SEWER LINE
W W W
SS SS SS
GAS LINEGGG
UNDERGROUND ELECTRIC LINE UE UE UE
ASPHALT
BUILDING
CONCRETE
GRAVEL
BOULDER RETAINING WALL
CONCRETE RETAINING WALL
SPOT ELEV
STORM SEWER