HomeMy WebLinkAboutLot Certifications - 08/22/2018Accepted 8/22/2018
WL
GM
GM
EM
EMEM
GM
FDC FDC
BLDG 2
4025 Automation Way, Suite C4
Fort Collins, CO 80525
970-232-9645
www.WashburnSurveying.com
Sheet 1 of 1 Project #: 2017-002 Date: July 30, 2018 Scale: 1"=10' Drawn: CDB
Scale: 1"=10'
AS-BUILT EXHIBIT
BUCKING HORSE APARTMENTS BUILDING 2
ELEVATIONS SHOWN ARE FROM AN AS-BUILT SURVEY OF THE SITE
PERFORMED ON JULY 25, 2018
TF TF
XXXXXXXXXXXXXXXXXX
TRACT
A
1.
5
%
1.
5
%
1.5%1.5%
1.5%1.5%
1.
5
%
2.
0
%
1.5%
2.0%
2.
0
%
2.
0
%
0.
7
%
2.
0
%
4.
5
%
5.
0
%
3.
8
%
2.
0
%
3.
8
%
4.
0
%
4.
0
%
4.
6
%
3.
0
%
3.
6
%
92.
4
6
92.
3
0
92
.
4
8
93.72
93
.
5
2
93.5
8
93.9
0
93.
2
3
93.
1
3
93
.
1
1
93
.
1
8
93.5
0
92.
8
3
92.7
2
92.
8
0
92.9
3
92.4
8
92.72
94.7
7
94.7
8
94.5
2
92
.
4
9
92.55
92.9
0
92.20
92
.
0
8
92
.
1
4
92
.
4
7
92.
2
5
92
.
2
6
92.21
91.
5
3
91.43
90
.
7
9
90
.
7
3
90
.
7
5
91
.
4
3
91
.
2
8
91
.
1
7
92.1
0
91.5
4
92.7
8
92.1
0
92.04
93.1
0
93.0
0
92.36
92.30
92.48
92.1
0
92
.
6
9
92.49
91.
9
9
91
.
4
9
91
.
2
0
90
.
9
9
90
.
7
1
90
.
6
7
90
.
6
1
90
.
5
4
91.
9
8
92.6
8
94.5
5
90
.
1
1
92.1
9
91.9
8
91.7
0
92.
8
5
92.
3
0
92.
2
5
94.0
2
92.74
92.
8
0
93.
1
8
93.
1
2
92.38 92.00
91.
5
0
91.
4
5
92.
0
8
92.
0
3
93.
1
5
93.5
5
92.
5
4
93.6
2
91.
4
5
91.6692.52
93.31
93.
4
4
93.31
92.
8
1
92.82
92.77
94.17
93.02
94.43
93
.
4
0
94.10
93
.
4
0
93.99
95.3
0
93
.
9
1
94.42
94.2294
.
5
8
94.02
94
.
4
6
95.30
95.09
94.72
91.
9
2
92.2
5
90.
8
5
95
.
3
0
94
.
9
8
95.01
94.51
95.0
1
94.5
1
94.1
0
94.6294.43
94
.
6
0
94
.
0
8
95.0
7
94.10
94
.
6
6
95.
0
2
95.12
93.1
5
93.1
5
93
.
8
2
92
.
7
4
93.8
2
95.
1
1
95
.
3
0
95.30
95
.
0
1
95.3
0
93.
3
5
90.
9
1
91
.
2
7
91.2
9
92.
0
8
92.
5
2
92.
4
7
92.
5
8
93.6994.00
93.
3
9
92.
2
3
92.
2
9
92.
1
8
92
.
1
9
92.1
594.4
1
94.
1
0
93.6
4
93.9
3
94.
8
7
94
.
3
4
94
.
0
2
94
.
4
4
94.8
2
95.
2
0
94.
7
9
93.
9
1
93.
9
7
91.
9
8
92.
6
9
93.
2
3
92.
8
5
AREA DRAIN
SEE SHEET AD1
AREA DRAIN
SEE SHEET AD1
AREA DRAIN
SEE SHEET AD1
92.2092.7
0
92.3
4
92.3
1
91.
7
1
92
.
1
8
91
.
8
7
91
.
3
2
91
.
7
1
91.2
1
93
.
1
4
93.5
9
92
.
9
2
93.
1
9
92.33
92.65
90.7
291
.
2
1
90
.
8
8
94.0
8
AREA DRAIN
SEE SHEET AD1
AREA DRAIN
SEE SHEET AD1
CUTTING HORSE DRIVE
(PRIVATE DRIVE)
FFE=95.97
BLDG 2
FFE=95.68 FFE=95.68 FFE=95.18 FFE=95.18
BLDG 3
FFE=93.82 FFE=93.82 FFE=93.82
EXTEND FOUNDATION WALL
MIN. 6" ABOVE FG
EXTEND FOUNDATION WALL
MIN. 6" ABOVE FG
EXTEND FOUNDATION WALL
MIN. 6" ABOVE FG
EXTEND FOUNDATION WALL
MIN. 6" ABOVE FG
EXTEND FOUNDATION WALL
MIN. 6" ABOVE FG
1-6" STEP
95
.
6
8
95
.
6
8
95
.
1
8
95
.
1
8
93
.
8
2
93
.
8
2
93.8
2
93.82
92.
0
5
91.
8
5
91.
7
8
91.
5
8
91.
0
4
90.
8
4
90.
7
8
90.
5
8
5.
8
%
10
.
0
%
7.
5
%
8.
2
%
7.
9
%
14
.
2
%
12
.
8
%
12
.
1
%
2.
0
%
2.
0
%
GARAGE
OPENINGS=90.72
GARAGE
OPENINGS=91.21
GARAGE
OPENINGS=91.71
GARAGE
OPENINGS=92.20GARAGE
OPENINGS=92.70
92.13 91.49
0.5%0.5%0.5%
2.1
%
2.
1
%
2.
1
%
2.
1
%
2.
1
%
2.
1
%
2.
2
%
2.
2
%
6.
7
%
5.1
%
7.0%
8.
2
%
8.
0
%
92.70
11.
4
%
5.0%
10
.
5
%
15
.
0
%
5.4
%
5.8
%
7.0
%
7.8%
15
.
7
%
7.
7
%
5.2%
8.
6
%
2.4
%
2.6
%
2.7
%
2.
1
%
2.
1
%
2.
1
%
2.
1
%
2.
1
%
91.9
3
91.2
9
91.
5
9
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
G2
GR
A
D
I
N
G
P
L
A
N
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G1
MATCHLINE - SEE SHEET G5
Sheet
Of 39 Sheets
DR
A
W
I
N
G
F
I
L
E
N
A
M
E
:
D
:
\
P
r
o
j
e
c
t
s
\
6
8
7
-
0
0
4
\
D
w
g
\
G
r
a
d
\
6
8
7
-
0
0
4
_
G
R
A
D
.
d
w
g
L
A
Y
O
U
T
N
A
M
E
:
G
2
D
A
T
E
:
M
a
r
3
1
,
2
0
1
7
-
1
:
0
3
p
m
C
A
D
O
P
E
R
A
T
O
R
:
a
n
d
y
LI
S
T
O
F
X
R
E
F
S
:
[
6
8
7
-
0
0
4
_
x
U
T
I
L
]
[
6
8
7
-
0
0
4
_
x
E
X
S
T
]
[
6
8
7
-
0
0
4
_
x
G
R
A
D
]
[
6
8
7
-
0
0
4
_
x
S
I
T
E
]
[
6
8
7
-
0
0
4
_
x
T
O
P
O
]
[
N
E
S
-
x
b
o
r
d
e
r
]
[
6
8
7
-
0
0
4
_
K
E
Y
M
A
P
]
[
6
8
7
-
0
0
4
_
x
A
D
J
]
[
6
8
7
-
0
0
4
_
3
D
_
P
r
o
p
o
s
e
d
]
[
6
8
7
-
0
0
4
_
x
G
R
A
D
_
l
e
g
]
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
30
1
N
o
r
t
h
H
o
w
e
s
S
t
r
e
e
t
,
S
u
i
t
e
1
0
0
Fo
r
t
C
o
l
l
i
n
s
,
C
o
l
o
r
a
d
o
8
0
5
2
1
ww
w
.
n
o
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
Ph
o
n
e
:
9
7
0
.
2
2
1
.
4
1
5
8
-
F
i
l
i
n
g
F
o
u
r
9.30.16
KEYMAP
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
G1
G2G4
G3G5
G6
G7
G8
G9
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G3
2
SI
T
E
P
L
A
N
U
P
D
A
T
E
S
AG
R
3/
2
9
/
3
0
2
1
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
1 1 1
1