HomeMy WebLinkAboutElevation Certificate1.83'
3.85'
0.50'
5.00'
0.50'
3.85'
9
.
0
0
'
4.00'
2
7
.
7
5
'
4.0
0
'
4
.
0
0
'
4.0
0
'
4.00'
4.0
0
'
27.21'
2
.
5
0
'
14.21'
1
1
.
4
2
'
6.00'
5.83'
12.00'
2
7
.
0
0
'
37.54'
N 68°3
8
'
0
1
"
E
1
4
8
.
7
9
'
S
1
2
°
0
0
'
2
8
"
E
2
4
3
.
1
1
'
S 66°0
6
'
0
5
"
W
9
7
.
5
2
'
∆
=
2
0
°
4
6
'
4
2
"
R
=
1
0
5
.
0
0
'
L
=
3
8
.
0
8
'
C
h
B
=
S
3
2
°
5
5
'
4
4
"
E
C
h
L
=
3
7
.
8
7
'
N
2
2
°
3
2
'
2
3
"
W
2
0
7
.
1
2
'
1
.
6
'
2.4'
5.1'
5
'
3
0
'
25'
10'
3
0
'
5
'
45'
15'
LOT 83
30,516 S.F.±
0.700 AC.±
0392 RIVER BANK LANE
OUTSIDE FOUNDATION
WALL ONLY
R
I
V
E
R
B
A
N
K
L
A
N
E
4
0
'
R
-
O
-
W
A
S
P
H
A
L
T
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
5' UT
I
L
I
T
Y
E
A
S
E
M
E
N
T
P
E
R
PLAT
R
E
C
.
N
O
.
7
0
2
4
2
0
1
5
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
5' UTI
L
I
T
Y
E
A
S
E
M
E
N
T
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
1
0
0
Y
E
A
R
F
L
O
O
D
P
L
A
I
N
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
H
I
G
H
W
A
T
E
R
L
I
N
E
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
3
5
'
O
F
F
S
E
T
H
I
G
H
W
A
T
E
R
L
I
N
E
P
E
R
P
L
A
T
R
E
C
.
N
O
.
7
0
2
4
2
0
35'
#5 REBAR & YELLOW
PLASTIC CAP P.L.S.
#37935 FOUND
#5 REBAR & YELLOW
PLASTIC CAP P.L.S.
#37935 FOUND
#5 REBAR & YELLOW
PLASTIC CAP P.L.S.
#37935 FOUND
#5 REBAR & YELLOW
PLASTIC CAP P.L.S.
#37935 FOUND
#5 REBAR & YELLOW
PLASTIC CAP P.L.S.
#37935 FOUND
TBM EL=5946.46'
LOT 82
PHASE 1
COMMON
AREA
TOP WALL
5946.57'
TOP WALL
5946.56'TOP WALL
5946.59'
TOP WALL
5946.60'
TOP WALL
5946.58'
TOP WALL
5946.57'
TOP WALL
5946.57'
RIDGE
5978.19'
TOP OF PLY
5946.75'
GARAGE FF
5946.24'
CALCULATED
AVERAGE LOT
GRADE PER ARCHITECTURAL
PLANS IS 5943.25'
PSI RIDGE SHOT OF 5978.19'
EQUALS 34.94'
PSI HAS NOT SHOT EAVE
TO CALC MID-POINT
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 ing, Inc.
Es t . 2 0 0 7
24030
1 OF 1
PETER DEBOOY
GARFIELD COUNTY, COLORADO
ELEVATION EXHIBIT
LOT 83, IRONBRIDGE P.U.D. P2, F1-3
392 RIVER BANK LANE
JRN
JRN
OCTOBER 07, 2024
030
1 04/24/25 ADD AVERAGE LOT ELEVATION NOTE JRN
ELEVATION EXHIBIT
LOT 83, IRONBRIDGE PLANNED UNIT DEVELOPMENT, PHASE II, FILINGS 1, 2 AND 3
ACCORDING TO THE FINAL PLAT RECORDED JULY 19, 2006 AS RECEPTION NO. 702420
COUNTY OF GARFIELD, STATE OF COLORADO
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
.
020 20 40 8010
PROPERTY DESCRIPTION
LOT 83, IRONBRIDGE PLANNED UNIT DEVELOPMENT, PHASE II, FILINGS 1, 2 AND 3,
ACCORDING TO THE FINAL PLAT RECORDED JULY 19, 2006 AS RECEPTION NO. 702420,
COUNTY OF GARFIELD, 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 07, 2024.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S24°08'26"E BETWEEN THE
NORTHWESTERLY CORNER OF LOT 83, A #5 REBAR AND YELLOW PLASTIC CAP P.L.S. #37935
FOUND IN PLACE AND THE SOUTHWESTERLY CORNER OF LOT 83, A #5 REBAR AND YELLOW
PLASTIC CAP P.L.S. #37935 FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE IRONBRIDGE P.U.D., PHASE 2, FILINGS 1, 2 AND 3 FINAL PLAT
RECORDED RECORDED JULY 19, 2006 AS RECEPTION NO. 702420 IN THE GARFIELD COUNTY
CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.
6) ELEVATIONS ARE BASED ON A TOPOGRAPHIC SURVEY PROVIDED W MOUNTAIN SURVEYING
YIELDING AN ON-SITE ELEVATION OF 5946.46' ON THE TBM AS SHOWN.
7) AT THE TIME OF THE FIELD SURVEY THE SITE WAS UNDER CONSTRUCTION. ADDITIONAL
IMPROVEMENTS EXIST THAT ARE NOT SHOWN ON THIS SURVEY. THE OUTSIDE OF CONCRETE
WALLS AS THEY EXIST IS THE ONLY IMPROVEMENT SHOWN ALONG WITH ROOF SHEATHING.
COL O R A D O L I CE
N
S
E
D
P
R
O
F
E
S
SIONAL L A N D S U RVEYOR
JAS O N R . N
E
I
L
37935
SURVEYOR'S STATEMENT:
I, JASON R. NEIL, HEREBY CERTIFY TO PETER DEBOOY, STEWART CUSTOM BUILDERS AND
GARFIELD COUNTY, THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE
LAWS OF THE STATE OF COLORADO; THAT THIS ELEVATION EXHIBIT IS TRUE, CORRECT AND
COMPLETE BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN
HEREON; THAT THIS ELEVATION EXHIBIT IS NOT A GUARANTY OR WARRANTY, EITHER
EXPRESSED OR IMPLIED, THAT THIS ELEVATION EXHIBIT WAS MADE BY ME FROM AN
ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT
SUPERVISION ON OCTOBER 07, 2024.
DATED: APRIL 24, 2025
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.