HomeMy WebLinkAboutLot Certifications - 05/15/2024 (2)20220013809
Grading/Stormwater Certification Accepted
(Certificate of Occupancy Released)
Accepted by:
Date:
☐ Escrow was held for CO and is now released
we SW-WWW - Matt Simpson
05/15/2024
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6' SIDEWALK6' SIDEWALK
6'
S
I
D
E
W
A
L
K
6' SIDEWALK
4.5' SIDEWALK
SO
U
T
H
S
H
I
E
L
D
S
S
T
R
E
E
T
4.5' SIDEWALK
5'
S
I
D
E
W
A
L
K
FDC
FD
C
FDC
FD
C
17
.
7
617.8
4
17.73
17.4
5
17.2
9
17
.
6
1
17.
5
8
17.
3
0
17.02
16.91
18.64
17.9
0
18.13 17.9
8
16.67 16.52
16.
0
8
16
.
2
0
16.10
15
.
2
8
16.49
16.0
5
16.07 15.8
2
16.3
9
16.
7
6
16.5
1
17.7
7
15.17
18
.
3
3
18.3
3
18.33
18.99
18.99
2.
3
%
2.
8
%
1.
6
%
2.
3
%
3.
0
%
2.
0
%
2.
3
%
1.6%
2.1%
1.9%
2.
4
%
2.
4
%
2.
4
%
0.
5
%
2.
0
%
1.
5
%
3.0%
0.5%0.5%
LOT 1
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
9'
S
I
D
E
W
A
L
K
LOT 1
LOT 1
3.2%1.9%2.0%0.5%0.5%
1.
5
%
17.8
1
17.8
1
18.1
4
1.6%0.5%
9'
S
I
D
E
W
A
L
K
1.
6
%
0.
5
%
29' HALF ROW
FFE=16.50
FFE=19.00
FFE=19.65
FFE=17.50
FFE=17.49
4' CONCRETE
PAN 4' CONCRETE
PAN
4' CONCRETE
PAN
4' CONCRETE
PAN
2' CONCRETE
PAN
2' CONCRETE
PAN
AREA DRAIN
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY
ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
26' EMERGENCY
ACCESS EASEMENT
PROPOSED 30" VERTICAL
CURB & GUTTERAREA DRAIN
AREA DRAIN
STORM DRAIN 1
SEE SHEET C 620
STORM DRAIN 1-9
SEE SHEET C 622
17.27
16.3
5
16.7316.85
1.
5
%
2.
0
%
AREA DRAIN
AREA DRAIN
2.
8
%
BUILDING 6
BUILDING 7
BUILDING 2
BUILDING 3
BUILDING 4
16.0
2
16.6
6
15.62 15.5
8
16.24 16.37
15.17
15.53
16.04
15.91
16.48 16.42
15.4
1
15.90
1.
4
%
0.
5
%
15.7
9
16.08
1.9%
3.7%
1.7%
0.
5
%
0.7%
17.8
5
15.26
15.41
15.5
6
15.73
15.94 15.
9
6
15.4215.05
14.88
15.96
16.0
3
16.17
17
.
0
7
17.09
17.18
17.05
16.52
16
.
5
4
16.61
16.49
16.40
16
.
1
8
15.81
15.3
0
15.11
15.70
15
.
6
1
15
.
6
3
15.70
16.23
16.09
16.19
16.22
17.
0
4
17.0
0
17.0
4
17.1
7
17.10
16.93
16.8
4
16.8
2
16.61
16.54
16.1
6
16.29 16.2
8
15
.
5
3
15.45
17.78
17.
7
2
17.7
0
0.8%
17.2
0
17.14
17.43
HP
17.28
17.2
3
16.82
16.8
2
16.90
17.13
15.18
17.0
6
16.9
2
0.5%
15.1
7
15.0
2
15.78
15.6815.70
16.3016.20
16.17
16.19
16.2817.76
17.6
0
17.61
17.80
18.32
15
.
7
0
LP
16.17
LP
0.5%
2.0%
15
.
1
0
0.
5
%
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
PROPOSED 6"
CURB CUT
PROPOSED 6"
CURB CUT
AREA DRAINS
SEE SHEET C 601-C 606
18
.
4
6
HP
18.
4
1
18.37
18.2
9
18
.
4
9
18.2
5
19.22
18.9
9
18.99
18.99
18.92 18.90
18.3
4
18.8
6
18.
2
5
18
.
3
4
18.3
3
18.8
0
18.9
9
18.9
9
18.89
18
.
9
0
18.99 18.9
9
18.9
9
18.
9
2
18.9
8
18.9
9
18.99
18.80 17.30
16.98
16.95
16
.
6
9
16.66
17.1
7
17.6
0
17.5
4
18.03
18.3
4
17.4
9
18.0
0
17.6
2
17.49
16.6
7
18.7
6
18.6
8
18.1
4
17.21
18.99
18
.
6
8
18
.
1
8
17.6
217.66
18.18 18.1
0
17.30 17.2
4
17.0
2
16.9
5
19.7
6
(19
.
8
2
)
18
.
8
3
18.9
9
18.5
9
18.5
1
18.0
0
17.97
18.12
19.1
1
19.1
8
18.86
18
.
8
3
18.99
18.9
9
18.8
3
19.5
6
19.5
0
18.2
4
18
.
2
6
18
.
9
5
20.2
0
18
.
8
6
18.99 18.99
18.9
9
18.9
9
1.
5
%
2.
0
%
18.
2
9
18.2
0
18.2
4
4.
5
%
3.
1
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
18.15
0.5%
18.7
1
MATCH EXISTING
PAVEMENT
3-RISERS
2' SIDEWALK
CHASE
2.
0
%
1.5%
1.
5
%
1.
7
%
2.7%
1.
5
%
1.6%0.6%
1.
0
%
1.
8
%
1.
5
%
0.5%
0.5%
2.0%2.
0
%
1.5%1.4%1.6%
1.
5
%
2.
0
%
0.6%0.6%
16.
8
3
16.8
3
16
.
7
5
16
.
7
5
16.7
5
16.2
5
16.2
3
16.6
9
16
.
1
4
16.
1
616.1
7
15.9
2
16.
4
2
HP
16.3
6
16.2
5
HP
15.9
0
0.
5
%
17.0
7
15
.
8
0HP
16.
4
3
16.3
7
16.14
HP
16.83
16.8
3
15.18
15
.
7
0
15.6
5
16.67
16.8
3
16.67
15.4
2
15.3
7
14.87
14.89
14.50
14.48
14
.
9
8
15
.
0
3
16.66
16.67
16.
8
3 16.8
3
16
.
5
5
14.80
14.20
14.7
3
16.83
16.8
3
16
.
7
5
16.75
16.8
3
16
.
8
3
16.83
16.8
3
16.8
3
15.15
16.83
18.89
18.9
2
AREA DRAINS
SEE SHEET C 601-C 606
AREA DRAINS
SEE SHEET C 601-C 606
CULVERTS
SEE SHEET C 601-C 606
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
(19
.
6
4
)
(19
.
6
2
)
(20.2
3
)
2' PAN w/
6" CURB
17.27
16.41 16.38
16.0
1
15.9
3 15.4
9
15.2
3
14.9
4
14.9
8 14.8
7
14.8
2
LP
15.2
2
15.1
3
17.1
0
17.1
0
16.
4
3
16
.
3
6
15.84
15.62
16
.
1
0
15.60
16.10
15.9
5
16.43
15
.
0
9
15.06
14.97
14.94LP
15.13
15.3
0
16.05
15.24
15.28
15.6
4
16.0916
.
2
0
16
.
0
7
17.11
LP
17.87
HP
16.8
2
LP
16.0
6
16.0
3
15.6
1
15.5
9
15.1
5
18.3
3
17.9
8
17.90
17
.
8
1
18.1
5
18.2
6
18.0
6
17.
8
1
17.2
0
17.11
17.1
2
17.03
17
.
1
9
16.9
1
18.9
1
18.33
18.3
3
18.20
18.2
2
17.4
9
16.5
5
18.1
8
(19
.
5
6
)
(19.54)
(19.3
0
)
(19.2
8
)
(19.2
8
)
(19.24)
(18.90)
(18.86)
(18.7
9
)
(18.77)
(18.46)
(18.45)
18.33
16.69
18.33
16.
9
7
18.
1
5
18.33
18.08
18.33
18.3
3
18.
1
5
17.14
17.25
18.33
18.15
17
.
3
6
18.3
3
18.33
18
.
1
5
17.3
9
18.
3
3
18.33
17.7
1
18.33
18.15
18.1
7HP
18.3
3
18.3
3
19.0
0
18.3
3
18
.
2
0
17.70
17.7
2
17.8
1
17.7
9
18.15
18.3
4
17.69
18.33
18.20
18.2
0
17.6
2
18.00
18.33
2.6%
1.5%
1.1%
1.
5
%
3.
3
%
2.0%
0.
6
%
15.2
0
15.31HP
2.
0
%
0.6%0.5%
4.
5
%
0.6%
0.5
%
1.
2
%
2.0%
0.
5
%
0.8%2.0%
1.
5
%
15.83
2.0%
1.
2
%
2.0%
16.45
16.37
17.30
16.82
16.25 16.37
16.82
16.7
3
16.7016.7516.2916.87
16.33
16.19
16.2
4
16
.
3
3
16.32
16.58
HP 16
.
8
2
16
.
8
0
16.82
16
.
8
2
17.16
15
.
7
3
15.34
15.89
16.82
16.0
0
16.06
15.93
15.09
14.97
15.12
15.83
15.8
3
15.33
15.33
15.84 16.47
15.2
1
15.33
15.83
15.33
15.57
15.77 15.83
15.8315.81
15.84
15.87
15.24
15.76
15.83
15.55
15
.
4
6
15.8
5 15
.
5
4
15
.
6
3
15.
9
2
16.61 16.50
16.8
6
1.
6
%
2.
2
%
4.0%
1.5%
1.5%
2' CONCRETE
PAN
2' CONCRETE
PAN
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
18
.
1
5
18.15
CULVERTS
SEE SHEET C 601-C 606
18
.
2
0
17.53
1.
1
%
4.
2
%
2.0%17.43
HP 17.0
1
0.
5
%
0.
5
%
0.5%2.0%2.0%
1.
5
%
3.7%
16.8
2
16
.
8
2
16.
4
8
16.37
3.0%
1.
9
%
3.
7
%
0.8%
2' CONCRETE
PAN
16.40
16.03
15.60
1' SIDEWALK
CHASE
15.76
15.83
15.7
5
15
.
7
8
15.83
15.69
15.8
3
15.83
15.
9
4
2.
0
%
0.5%
2.
3
%
1.
8
%
2.
2
%
2.
3
%
1.
3
%
1.0%
15.18
1.
5
%
AREA DRAIN
AREA DRAIN
AREA DRAIN
15.71
15.83
2.0%
2.
0
%
2.
0
%
2.
0
%
2.
9
%
2.
0
%
0.5%
2.
6
%
1.
7
%
2.
7
%
0.6%
17.40
16
.
3
4
16.40
1.
5
%
17.84
GARAGE 1
GARAGE 2
GARAGE 3 GARAGE 4
18.49
HP
15.4
6
HP
17.11
2' CONCRETE PAN
16.
3
9
16.47
16
.
8
8
16
.
9
1
15
.
3
1
LP
AREA DRAIN
1' SIDEWALK
CHASE
16.62
1
1
1
1
1
11
11
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
111
1
1
FFE=18.14 FFE=16.46
FFE=17.43
FFE=16.76
HOBBIT STREET
1-RISER19.
5
4
18.96
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
1-RISER
CULVERTS
SEE SHEET C 601-C 606
3-RISERS
18.8
7
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
1' SIDEWALK
CHASE
18.2
8
18.46
1' SIDEWALK
CHASE
18
.
3
6
18.99
18
.
4
1
18.9
9
1' SIDEWALK
CHASE
18.492.4%
0.5%
17.6317.69
18.99
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
2-RISERS
2-RISERS
2-RISERS
18.2
3
19
.
2
3
18.
4
6
19
.
4
6
18
.
2
5
19
.
2
5
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
1.5%
17
.
5
4
18.3
3
18.33
18
.
0
1
2-RISERS
16.65
15
.
7
3
3-RISERS
16.66
15.4
5
15.03
3-RISERS
16.27
1' SIDEWALK
CHASE1' SIDEWALK
CHASE
16
.
2
7
16.27
1' SIDEWALK
CHASE
16.25
1
116.31
16.13
16.4
2
16.45
16.46
16.37
16
.
2
8
16.3
0
16
.
4
8
1
1
1
15.2
9
AREA
DRAIN
16
.
2
4
15.83
16.3
6
16
.
4
0
17.66
17
.
7
2
18.0
8
18.15
(19
.
9
2
)
(19
.
9
6
)
17.98
18.0
2
48' SANITARY SEWER
EASEMENT
PROPOSED
SWALE
Sheet
TH
E
Q
U
A
R
R
Y
B
Y
W
A
T
E
R
M
A
R
K
E
N
G
I
N
E
E
R
N
G
I
E
H
T
R
O
N
R
N
FO
R
T
C
O
L
L
I
N
S
:
3
0
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
,
8
0
5
2
1
GR
E
E
L
E
Y
:
8
2
0
8
t
h
S
t
r
e
e
t
,
8
0
6
3
1
97
0
.
2
2
1
.
4
1
5
8
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
of 55
C 501
GR
A
D
I
N
G
P
L
A
N
14
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & 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 PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
9.FINAL QUANTITY OF STAIR RISERS AND HEIGHT SHALL BE DETERMINED BY
CONTRACTOR DURING CONSTRUCTION, AND SHALL FALL IN THE RANGE OF 4' - 7'
PER RISER.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
1ROOF DRAIN DOWN SPOUT
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
W W W W W W W W W W W W W W W W W W W W W W W W W W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30" W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30" W
30" W
30" W
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
MH
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
X
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
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
SEE SHEET C 503
SE
E
S
H
E
E
T
C
5
0
2
C 501 C 502
C 503 C 504
C 506
C
5
0
5
C
5
0
5
NORTH
D
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
6'
S
I
D
E
W
A
L
K
6' SIDEWALK
9' SIDEWALK
6' SIDEWALK
6' SID
E
W
A
L
K
UD
UD
UD
UD
FD
C
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
17.28
17.17
16.83
16.66
16.6
1
16.61
16.70 16.71
17.11
17.1016.66
16.1
2
16.04
16.1
3
16.1
8
16.3
3
16.55
15.83
18.
3
3
17.5
5
15.54
17.0
5
1.
0
%
1.
5
%
3.
0
%
2.
5
%
1.
4
%
2.
5
%
2.
1
%
2.
1
%
2.0%
0.9%
TRACT C
LOT 1
SPRIN
G
C
R
E
E
K
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
EX
I
S
T
I
N
G
S
I
D
E
W
A
L
K
TRACT B
2.
5
%
15.
8
5
17.16
5:
1
6:
1
9:
1
4:1
7:1
6:
1
FFE=17.27
FFE=17.49
4' CONCRETE
PAN
2' CONCRETE
PAN
2' SIDEWALK
CHASE
AREA DRAIN
EXISTING 26"
STORM DRAIN
EXISTING 30"
STORM DRAIN
AREA DRAIN
31' EMERGENCY
ACCESS EASEMENT
33' WATERLINE
EASEMENT
4' SIDEWALK
CULVERT
2' SIDEWALK
CHASE
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
2' CONCRETE
PAN
PROPOSED STORM
CHAMBERS
STORM DRAIN 4-4A
SEE SHEET C 624
STORM DRAIN 4
SEE SHEET C 624
STORM DRAIN 4-4
SEE SHEET C 624
STORM DRAIN 5
SEE SHEET C 625
STORM DRAIN 4
SEE SHEET C 624
STORM DRAIN 6
SEE SHEET C 626
9' SIDEWALK
STUART
STREET
16.3
0
16.3
6
2.0
%
1.
4
%
1.
1
%
16.6
2
BUILDING 3
POND OVERFLOW
CHANNEL
WQ ELEV. = 5012.20
100YR ELEV. = 5014.91
16.83
16.87
16.2
2
16.1
7
12.00
0.5%
17.03
16.27
16.
2
3
BUILDING 1
16.14
15.99
15.83
15.65 15.63
15.78 15.62
15.67 15.70
15.91
15.90
16.0216.50
16.46
16.4916.45
16.3
816.39
16.41
16.56
16.43
16
.
8
9
17.00
16.90
16.4316.46
16.23
16.87
16.5
1
16.16
16.25
16.45
16.00
15.84
4.0%
17.6215.
1
4
2' SIDEWALK
CHASE
2' SIDEWALK
CHASE
AREA DRAIN
(18.46)
(18.45)
18.33
16.69
18
.
1
5
18.33 16.0
0
16.06
15.93
15.09
15.12
15.832.
2
%
0.
5
%
16.37
15.76
(18.41)
(18.40)
(18
.
3
2
)
(18.34)
(17.79)
(17.08)
(17.43)
(1
7
.
4
5
)
(1
7
.
9
0
)
(1
7
.
6
2
)
(18.47)
1' SIDEWALK
CHASECULVERTS
SEE SHEET C 601-C 606 2' CONCRETE
PAN
16.26
16.33
15.33
15.33
15.33
15
.
1
6
16.5
3
16.4
9
16.3
2
16
.
3
2
16.
5
4
16.82
16.5516.00
15.85
15.43
15.37
15.62
15.66
16.23
16.26
16
.
3
1
16
.
3
5
HP
16.82
16.75 16.65
16.1216.22
16.82
16
.
9
2
16.02
16.26
16.24
16.82
15.98
17.35
16.70
17.19
16.6116.61
16.90
18.33
3-RISERS
15.92
16.53 16.4
6
16.61
16.
9
9
16.61
16.8
6
17.07
17.0
6
4' CONCRETE
PAN FLUSH CURB
17
.
1
9
17.06
17.2716.69 17.20
17.24
17.14
17.28
17.26
17.2
7
17.27
17.2
7
17.5
9
17.50
17.42
16.28
16.78
16.84
16.
9
4
17.57
16.98
17.27 17.27
17.
3
7
17.1316.58
17.27
17.27(17
.
7
3
)
17.22
17.27
17
.
2
7
17
.
1
9
16.28
17.1
4
17.10
18.09
18.13
16.90
18.21
18.32
17.21
17.99
18.00
17.87
17.80
17.98
16
.
8
3
18.3
2
17.84
16.2
4
16.51
17.0
1
15
.
9
4
15.71
15.30
15.84
15.18
15.09
14.71
14.05
13.0
0
15.0
7
15.22
15.4
8
15
.
5
3
15.4
1
15.89
16.25 16.13
16.05
11.26
11.34
11.08
11.05 10.95
11.03
17.41
11.65
11.31
12.83
13.00
12.18
12.19
13.60
14.61
14.75
15.29
15.14
14.60
16.23
16.26
16.81
16.86
17.34
17.31
16.83
16.98
17.01
17.
5
9
17.54
17.57
17.39
17.27
17.25
17.39
17.33
17.57
17.62
17.6
0
17.39
17.43
17.47
17.0917.14
17.52
17.52
16.89
16.88
17.28
0.
5
%
17
.
5
5
2.5%
1.5%
0.
5
%
0.5%
1.
6
%
1.
5
%
2.
0
%
2.5
%
2.0
%
0.5%
0.5%
0.8%
2.0
%
4.
0
%
3.
8
%
2.0
%
2.
0
%
0.5%
2.0
%
1.
5
%
0.5%
1.
5
%
5.6%
0.5%
0.5%
2.
0
%
1.
3
%
1.
3
%
1.5%
1.
3
%
0.5%
0.8%
1.5
%
1.5
%
2.1%
1.6%
2.2
%
1.6%
15.72
15.64
0.
2
%
1.
5
%
0.5%0.5%
2.
0
%
0.5%0.5%
0.
5
%
3.0%
0.5%
1.
5
%
0.5%0.5%
15.48
1.5%
1.5
%
16
.
0
8
1.0%
17.9
9
17.8
6
17.7
5
17.7
2
2' CONCRETE
PAN
LANDSCAPE
WALL
(RE: LANDSCAPE)
4.5%
18.33
0.
2
%
1.
9
%
(17.84)
EXISTING 30"
VERTICAL
CURB & GUTTER
EXISTING 30"
VERTICAL
CURB & GUTTER
TIE TO
EXISTING
TIE TO
EXISTING
MATCH
EXISTING
TIE TO
EXISTING
TIE TO
EXISTING
1.0%
0.6
%
PROPOSED MAINTENANCE
ACCESS PATH
5:
1
4:1
7:1
PROPOSED
FLUSH CURB
TIE TO
EXISTING
FEMA 100-YR
FLOODWAY
DETENTION
POND 2
ROOF DRAINS
SEE SHEET C 607-C 608
ROOF DRAINS
SEE SHEET C 607-C 608
ROOF DRAINS
SEE SHEET C 607-C 608
17.27
17.3
7
17.2717.27
4'x4' ADA
LANDING
4'x4' ADA
LANDING
17.5
5
17.
5
6
4'x4' ADA
LANDING
4'x4' ADA
LANDING
17.53
17.4
1
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
17.27
PROPOSED
TRENCH DRAIN
17.12
16.7
7
17.38 17.38
17.38
17.38
AREA DRAIN
17
.
1
3
17.0
8
16.61
16.6
1
16.69
17
.
1
9
17.27
17.27 17.27
17.32
17.36
17.33
17.3517.38
16.7
0
16.60
STUART STREET
NATURAL
HABITAT BUFFER
ZONE
NATURAL HABITAT
BUFFER ZONE
PROPOSED
DEPTH GAUGE
1
1
111
1
1
1
SO
U
T
H
S
H
I
E
L
D
S
S
T
R
E
E
T
2.0%
16.70
15.97
16.49
16.03
1.
5
%
17
.
4
1
17
.
3
8
16.88
LP
17.27HP
16
.
9
0
HP
16
.
3
2
LP
2.
0
%
2.
0
%
16.0
0
16.43
0.5%16.30
15
.
8
3
LP
16.17
16.
3
4
16.4
5
16.5016.83
16.04
16.91
17.04
16.6916.6916.69 16.6916.
8
2
16.69
16.7
6
16.7
1
17.
0
8
16.5
3
16.6
1
AREA DRAIN
AREA DRAINAREA DRAIN
AREA DRAIN
AREA DRAIN
AREA DRAIN
16.11
16.61
16.1
1
16.61
16.11
16.61
16.3716.69
16.
1
9
16
.
6
1
17
.
2
7
16.11
17.17
17.27
16.1
1
0.7%0.7%
2.
0
%
2.
0
%
16.61
AREA DRAIN
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
1' SIDEWALK
CHASE
16.11
15.26
17.13
15.30
16.80
16.5
6
15.3
3
17.25 17.16
EXISTING
WETLAND LIMITS
PROPOSED
SWALE
PROPOSED
SCOURSTOP MAT
PROPOSED
SCOURSTOP MAT
PROPOSED
SCOURSTOP MAT
16.9
117
.
0
6
17.0
6
17.0
6
17.1
9
15.7
4
16.09
15.
9
3
16
.
5
9
HP
1.
5
%
1.
5
%
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24"
S
S
24"
S
S
24"
S
S
24"
S
S
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
W W W W W W W W W W W W W W W W W W W W W W W W W W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
12"
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30" W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30"
W
30" W
30" W
30" W
UD
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30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
X
ST
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C 503
GR
A
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16
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & 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 PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
9.FINAL QUANTITY OF STAIR RISERS AND HEIGHT SHALL BE DETERMINED BY
CONTRACTOR DURING CONSTRUCTION, AND SHALL FALL IN THE RANGE OF 4' - 7'
PER RISER.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
1ROOF DRAIN DOWN SPOUT
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
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C 503 C 504
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11
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7
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8
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14
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0
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1.2'
N00°01'50"E
79.41'
S89°58'10"E
181.39'
S00°01'47"W
80.12'
S89°44'41"E
181.39'
3 Story Wood & Stone
w/ Covered Porches,
No Basement
Cantilever
Cantilever
Cantilever
Cantilever
Overhead
Cantilever
Overhead
Cantilever
DS
DS
DS
DS
DS
DS
DS
DS
DS
16.
2
5
17.1
9
17.2
1
17.1
7
17.1
1
16.
8
16.9
17.05
17.0
0
16.9
6
16.8
16
.
9
0
16
.
8
8
16.91
16.
2
5
16.82
16.
7
4
16.75
16.46
16.
8
1
16.
8
6
17.48
17.50
17
.
1
2
17.46
16.83
16
.
7
16
.
9
16.7
16
.
8
7
16.76
16.68
17.0
16.
6
16.5516.44
16.51 16.
7
16.3
6
17.42
16
.
7
17
.
4
1
16
.
7
15.96
16
.
7
16.5
2
15.
9
5
16.6
2
16.716
.
5
FF=17.50
TF=17.50
16.7
6
16.7
6
16
.
9
16.8
16
.
9
16.
916.7
5
16.75
16.5
17.0
16.28
17.
0
0
17.0
5
16.3
8
16.31 16.36
16.9
16
.
5
7
17
.
4
1
16.9
16.916.9
16.6
17.47
16.
8
17
.
0
3
15.
8
2
16.
8
16
.
8
17.09
Cantilever
17
.
4
4
DS
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
16.4
16.3
17.1
6
16.9
16.9
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
17.00
16.94
17.02
16
.
7
1
HP
16.9
1
16.9
16.89
16.96
17.05 16.
5
16
.
3
5
16
.
7
8
16.
7
5
16.
8
6
16.
4
9
16.88
16
.
4
5
16.
1
3
16
.
5
7
16.85
16.85
16.81
16.
6
8
16.
6
6
16
.
2
15.
5
3
16
.
0
7
16.8116.89
16.9
6
16.9
16.66
16.8
4
16
.
7
5
16.5
5
ACAC
16.
8
8
16
.
7
1
16.4
9
16.4
4
16.3
7
17
.
4
6
17.40
16.44
16.3116.
2
1
15.87 16.3
7
16.91
16.87
16.84
16.7
3
16.1
6
DS
16.6
8
16.
2
4
16
.
7
4
16
.
5
16.76
16.7516.77
16.8
16
.
7
3
16.7
5
16
.
4
0
16.1
7
RIM
16.35
RIM
16.1
5
16
.
8
16.90
16.9
4
16.85
16.1
1
16
.
7
9
16.66
16
.
2
1
16.
8
0
16.81
16.85
16.44
16.35
16.5
3
17.20
17.17
17.15
16.4
3
16
.
9
7
RIM
16.9
16
.
4
1
17
.
4
4
17
.
1
6
16.
6
4
17.1
5
16.
6
2
17
.
1
3
16.
6
4
16.5
6
Cantilever
FF=17.50
TF=17.50
ENTRY=16.78
ENTRY=16.85
16.45
16
.
9
6
RIM=16.32
FL=13.74
16.6
16.7
2
HP
17.38
17
.
3
0
16.
0
9
16.
7
9
16
.
7
2
17
.
0
16.6016.62
16.
9
6
16.5
3
LEGAL DESCRIPTION:
BUILDING 3, A PORTION OF
LOT 1, THE QUARRY BY
WAERMARK, CITY OF FORT
COLLINS, COUNTY OF
LARIMER, STATE OF
COLORADO
ADDRESS:
AS-BUILT ELEVATIONS
FOR A DRAINAGE
CERTIFICATE
for THOMPSON
THRIFT
No.REVISION BY DATE
DATE: 02/28/2024DRAWN BY: MAKPROJECT #: 209-014
SCALE 1" = 20'
THE ATTACHED DRAWING SHOWS THE ELEVATIONS AND DRAINAGE PATTERNS THAT ARE THE REGISTERED LAND SURVEYORS
CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR THE ABOVE DESCRIBED PROPERTY ON THE DATE PROVIDED
ABOVE. THE ELEVATIONS AS DEPICTED HEREON MAY CHANGE SUBSEQUENT TO THE DATE OF THE SURVEY DUE TO NATURAL
AND/OR ARTIFICIAL ACTIONS.
COLORADO P.L.S. NO. 38316
MATT E. LOCKWOOD, PROFESSIONAL LAND SURVEYOR DATE
_____________________________________ ________________
-TOP OF FOUNDATION: 5017.50
-FINISHED FLOOR: 5017.50
-GARAGE: N/A
-MOE: 5016.78
NOTICE: ALL BEARINGS, DISTANCES, AND
EASEMENTS ARE PER THE SUBDIVISION PLAT
UNLESS OTHERWISE NOTED
THOMPSON THRIFT
INFORMATION
RECORDED ON:
FEBRUARY 23, 2024
1 Updated Spot Elevations MAK 03/14/24
2 Updated Spot Elevations BRR 03/18/24
03/19/2024