HomeMy WebLinkAboutLot Certifications - 06/01/2018 (2)Accepted 6/1/2018 WL
TF
EM
GM
GM
EM
EM
GM
GM
FDC
BLDG 14
4025 Automation Way, Suite C4
Fort Collins, CO 80525
970-232-9645
www.WashburnSurveying.com
Sheet 1 of 1 Project #: 2017-002 Date: May 15, 2018 Scale: 1"=10' Drawn: CDB
Scale: 1"=10'
AS-BUILT EXHIBIT
BUCKING HORSE APARTMENTS BUILDING 14
ELEVATIONS SHOWN ARE FROM AN AS-BUILT SURVEY OF THE SITE
PERFORMED ON APRIL 24 AND MAY 11 AND 17, 2018
UD
TF
1.5
%
2.0%
2.
0
%
97
.
3
1
96.8
3
97.2
0
96.87
96.9
1
96.9
0
96.8
8
96
.
2
8
95
.
7
4
95
.
6
9
96.3
1
97.
2
9
96.
7
1
95.2
7
95.
8
8
95
.
5
3
97
.
5
8
95.34
96.
0
3
95
.
6
4
96.9
0
97.
6
9
94.32
96.1
597.0
9
97
.
1
4
96.
6
3
96
.
4
3
95.7
6
95.5
9
95.5
9
95.48
95.5
9
97.84
97
.
7
5
98
.
2
0
98.2
0
95.7
2
95
.
8
9
97
.
5
4
97
.
3
9
97.5
4
98.0
4
97.
8
8
98.
3
2
97.3
9
97.39 97.50
97.3
9
97.3
9
97
.
3
9
97.
1
5
97
.
0
1
97.2
6
97.48
97
.
7
8
96
.
6
5
95
.
4
6
96.9
2
96
.
2
2
97
.
5
4
98.
1
6
97.57
RAIN GARDEN C
SEE SHEET RG1
AREA DRAIN
SEE SHEET AD1
97.
2
0
96.3
4
97
.
8
0
97
.
4
5
FFE=96.14
BLDG 14
FFE=98.20
FFE=98.70
FFE=98.06
97.
1
8
98.
7
0
98.
7
0
98.
2
0
98.
2
0
96.
1
4
97.
5
6
5.4
%
4.6
%
7.
2
%
2.4
%
2.4%
2.
4
%
2.1%
FFE=98.20
FFE=98.70
97
.
1
2
97
.
7
0
97
.
0
0
98.
0
4
97
.
9
5
98
.
0
4
98
.
0
4
97
.
9
5
98
.
2
0
98.0
4
97
.
8
6
98
.
3
1
97.8
0
98.2
0
97.
7
0
97.
5
6
96.88
97
.
6
8
97
.
0
7
97
.
3
9
97.5
4
21.4%
97
.
0
7
96.77
7.0
%
1.4%
2.2%
10.
6
%
5.
6
%
4.3
%
8.6%
7.
6
%
3.
9
%
2.4
%
4.
7
%
5.5%
7.0
%
3.2%
6.6%
7.1
%
4.0%
4.7%
BUCKING HORSE
APARTMENTS
SHEET NO:
\\
B
R
O
N
C
O
S
\
E
N
G
I
N
E
E
R
S
\
P
R
O
J
E
C
T
S
\
6
8
7
-
0
0
4
\
D
W
G
\
R
E
C
O
R
D
D
R
A
W
I
N
G
S
\
B
U
I
L
D
I
N
G
C
E
R
T
S
\
6
8
7
-
0
0
4
_
G
R
A
D
_
A
B
_
B
L
D
G
1
0
.
D
W
G
DRAWING REFERENCE:
BUILDING 14 CERTIFICATION M. Kuehnel
1in=20ft
05-31-18 AB-14
DRAWN BY:
SCALE:
ISSUED:
( IN FEET )
0
1 INCH = 20 FEET
20 20
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
E N G I N E E R N GI
EHTRON R N
970.221.4158
northernengineering.com
LEGEND:
EXISTING STORM SEWER
DESIGNED STORM SEWER
DESIGNED STORM INLET
DESIGNED CONTOUR
DESIGNED SWALE
DESIGNED OUTFLOW
CURB AND GUTTER
DESIGNED SPOT ELEVATION
EXISTING SPOT ELEVATION
AS-BUILT SLOPES
AS-BUILT SPOT ELEVATION
AS-BUILT SWALE
DIRECTION OF DOWNSPOUT
UD
UD
TF
TF
TF
7:
1
4:
1
8:
1
4:
1
7:1
9.
4
%
5.
8
%
1.0%
1.0%
1.5%2.9%
1.9%
1.5%
1.
5
%
1.5
%
5.0%
4.3%
2.
0
%
4.
4
%
2.
0
%
5.
0
%
2.
0
%
2.
7
%
2.
0
%
4.
5
%
PROPOSED ± 74 LF
12" HDPE w/ (2) FES
93.40
94.5
5
94
.
4
4
94
.
4
1
94
.
2
5
94
.
0
4
93.99
95
.
8
7
96.1
5
96
.
4
6
95
.
6
6
95.36 95.22
95
.
2
6
95
.
5
6
95
.
3
8
94
.
9
9
95
.
4
8
96.87
95.94
96
.
3
4
95
.
9
2
97
.
0
9
96
.
7
5
97.1
1
97
.
1
0
97.1
2
97
.
4
6
96.4
2
96.4
8
96.5
9
96
.
4
6
97
.
5
3
98.
7
1
97
.
8
6
97
.
5
4
96.2
7
97
.
2
4
97
.
3
1
93.20
92.92
93.02
93.39
96.8
3
97.2
0
96.3
0
96.
3
4
95.
2
5
96.87
96.9
1
96.90
96.8
8
97.6
9
98.65
96
.
2
8
95
.
7
4
95
.
6
9
96.
5
5
96
.
8
5
(2.
7
6
)
96.3
1
96.7
1
98.0
9
96.3
8
98.
3
1
95
.
3
0
94
.
8
5
96.69
95
.
5
8
93.
8
2
93.
2
6
93
.
8
0
95.
8
8
95
.
5
3
96.9
2
97.98
97.16
96.3
9
96
.
1
5
96.1
1
97
.
5
8
95.34
96.
0
3
95
.
6
4
96
.
4
4
(2
.
7
1
)
96.9
0
96.13
95.19
97.6
9
94.32
96.6
2
96.47
96
.
1
5
97.09
94
.
3
7
97.1
4
96.6
3
95.07
95.5
9
95.5
9
95.48
95.5
9
95
.
4
8
94.80
97
.
8
497.
7
5
98
.
2
0
98.2
0
95.
7
2
95
.
8
9
97
.
5
4
97
.
3
9
97.5
4
98
.
0
4
97
.
8
8
98
.
3
2
97.3
9
97.3
9
97.5
0
97.3
9
96
.
7
5
96.
3
3
96.33
96.
4
2
96.85
97.
5
3
97.
9
6
97.
9
4
97.
8
4
97.
4
2
97.
4
2
97.
5
3
98.
4
8
97.
9
8
98.
0
3
98.
2
1
98.
6
5
98.
6
3
95.6
9
96.
0
6
97
.
1
5
97.
0
2
97.
7
8
96.
2
3
97.2
6
97.4
8
97.
7
8
96
.
6
5
95
.
4
6
95
.
8
6
97
.
3
5
96
.
5
3
96.5
8
97.3
3
97.0
9
96.9
2
98.00
97.
5
7
96
.
2
0
95
.
9
5
96.
4
6
96.
6
8
96
.
2
2
97
.
5
4
96.
8
7
96.
6
5
96.8
6 95.9
5
98.
1
6
93.49
93.74
94.6
2
94.37
97.57
RAIN GARDEN C
SEE SHEET RG1
RAIN GARDEN D
SEE SHEET RG1
AREA DRAIN
SEE SHEET AD1
AREA DRAIN
SEE SHEET AD1
96.3
4
97
.
8
0
96.2
3
93
.
4
0
92.79
93.10
98.5
4
97
.
7
7
96.8
4
(4.
2
4
)
97.
8
6
2' CONCRETE
CHASE
98.6
3
98.73
98.2
3
97
.
5
1
97
.
1
8
97.
4
8
97.48
97.
8
0
96
.
5
7
96.
3
3
CONTRACTOR TO
ENSURE THAT ALL FES
ARE BURIED PRIOR TO
LANDSCAPE INSTALLATION
94
.
0
3
93.7
5
4' CURB CUT
4' CURB CUT
97.
4
5
2.81
3.55
2.55
2.0
2
99.02
2.0
0
99
.
5
2
8:
1
1.8
0
0.3
0
99
.
2
3
98
.
1
6
96.
8
4
8:
1
3.
7
%
6:
1
6.2%
5:
1
3:
1
4:
1
97
.
5
9
97
.
3
7
97.9
1
97.2
7
BLDG 21
BLDG 20
BLDG 19
BLDG 18
FFE=99.21
FFE=98.71
FFE=98.53
FFE=98.03
FFE=97.92
FFE=96.92
FFE=96.83
FFE=96.14
BLDG 14
FFE=98.20FFE=98.70
98.
1
7
98.
1
7 98
.
1
7
98
.
1
2
97.
4
5
97
.
5
3 97.5
3
97.4
5
96.
9
2
96.
8
4
97.
4
2
96.
4
2
96.
3
4
95.75
95.83
95.33
95.25
5.0
%
7.5
%
5.6
%
5.8
%
6.4
%
8.
7
%
9.3
%
9.
9
%
8.
2
%
7.
5
%
7.
4
%
5.
9
%
8.2
%
7.
0
%
6.6
%
5.
6
%
9:1
4:1
5:1
10
:
1
8:1
5:1
8.1
%
95.
6
4
95.
9
2
96.
7
4
96.
7
4
96.
6
6
96.76
96.46
95.86
96
.
2
6
96.7
6
96.8
3
96.8
3
96.
4
2
96.4
2
96.8
4
96.9
2
97.8
3
97.8
3
97.7
6
97.
8
5
97.
3
5
97.5
3
97.
5
2
97.5
3
98.4
498.4
498.3
6
96.9
2
97.
9
4
98.4
5
5.
8
%
98.
6
2
98.6
2
98
.
0
4
98
.
0
4
98
.
0
4
99
.
1
1
99
.
1
2
97.
5
6
6.8%
99
.
0
2
97
.
3
7
0.8
8
98.
7
0
98.
7
0
98.
2
0
98.
2
0
96.
1
4
4.0%
7.9%
5.4
%
4.6
%
5.9
%
2.6%
2.3%
5.5
%
5.
3
%
7.8
%
10
.
4
%
7.
2
%
5.5%
3.9
%
3.
8
%
2.4
%
2.4%
2.3%
2.
4
%
2.
4
%
2.4
%
2.3%
2.1
%
2.1
%
2.
1
%
2.
1
%
2.1
%
GARAGE
OPENINGS=97.81
GARAGE
OPENINGS=97.48
EXTEND FO
U
N
D
A
T
I
O
N
W
A
L
L
MIN. 6" ABO
V
E
F
G
EXTEND FO
U
N
D
A
T
I
O
N
W
A
L
L
MIN. 6" ABO
V
E
F
G
97.7
5
97
.
1
5
97.2
6
97
.
8
6
3.6
%
2.3
%
21
.
6
%
1.0%
2.0%
2.
2
%
2.2%
2.1%
94.5
4
FFE=98.20FFE=98.70
97.1
2
97
.
7
0
97
.
0
0
98.
0
4
4.7%
97
.
9
5
98.
0
4
98
.
0
4
97.
9
5
98.2
098.0
4
97.86
98.3
1
97.8
0
98.2
0 97.
7
0
97.
5
6
96.8
8
97.6
8
97.0
7
97
.
3
9
97.5
4
21.4%
97
.
0
7
96.7
7
97.
9
5
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
G8
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7
MATCHLINE - SEE SHEET G5
Sheet
Of 39 Sheets
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KEYMAP
G1
G2G4
G3
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7.TRACT A IS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
8.SEE SHEETS CS1 AND CS2 FOR PROJECT BENCHMARKS AND VERTICAL DATUM.
ADD 4800-FT TO PROPOSED CONTOURS, SPOT ELEVATIONS, AND FFE LABELS,
WHERE TRUNCATED; EXCEPT IN WESTERN AREA OF SITE, WHERE ACTUAL
ELEVATIONS RANGE FROM 4900-FT TO 4910-FT.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED INFLOW CURB AND GUTTER
MA
T
C
H
L
I
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E
S
H
E
E
T
G
9
G5
G6
G7
G8
G9
2
SI
T
E
P
L
A
N
U
P
D
A
T
E
S
AG
R
3/
2
9
/
3
0
2
REVISION #2 KEY
1 REVISED CURB LOCATION AND ELEVATIONS
2 REVISED GARAGE FOOTPRINT
3 ADDED MAIL KIOSK/RELOCATED BIKE RACKS
4 REVISED CLUBHOUSE FOOTPRINT AND FLATWORK
5 REVISED 'C' BUILDING FOOTPRINT AND FLATWORK
5
5
5
5
1
1