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CONSTRUCTION NOTES
5
6
4
4
2
6
E E E E E E
E
FO
VB
S
(O
H
P
)
(O
H
P
)
(OHP)(OHP)
(O
H
P
)
(FO)
(G
A
S
)
(FO)
(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)(GAS)
(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)(FO)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(F
O
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(G
A
S
)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(UP
)
(UP
)
(UP)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
(U
P
)
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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 W W W W W W W
EXISTING BUILDING
MAGNOLIA STREET
5
5
5
5
4
4
1
1
1
1
2
22
8
8
123
4
4
4
3
4
4
4
12 12
7
7
7
10
10
4 13
13
PARKING SCREENING
PER LANDSCAPING
PLANS
EXISTING SIGN TO
BE RELOCATED
9
14
EXISTING TREE
TO REMAIN
7
2
2
2
5
13
3
3
3
4
3
7
7 7
8
PROPOSED SWALE
3
4997
4996
4996
4995
49954995
4995
499
6
4995
49
9
5
1.00%
1.88%
0.
6
6
%
2.
0
0
%
2.54%
4.15%
1.2
1
%
0.50%
7.
9
1
%
7.
1
3
%
1.
6
3
%
2.00%
(0.24%)(0.34%)
(1.
2
6
%
)
2.00%
1.
0
0
%
1.00%
0.
6
1
%
2.27%2.73%
1.06%1.00%
(1.21%)
(0.32%)
1.00%
1.0
0
%
1.
2
3
%
4.77%
23.09%
1.21%
2.06%1.60%
1.98%
1.92%
0.50%
2.
0
1
%
2.
0
2
%
1.00%
4996
4997
4996
4997
4996
4996
49
9
6
49
9
6
4996
49
9
7
4996
95.10
96.27
95.96 96.13
96.79 HP
95.76
96.60 96.22 95.4596.40
95.59 HP
95.34
95.23
95.36
95.04
95.28
(95
.
3
5
S
W
)
95.23
(94
.
4
7
)
(95.39)
(96
.
4
8
)
96.11 95.58
(94
.
6
2
)
95.31
96.26 96.60
95.96
96.00
(95
.
3
2
S
W
)
(95.33SW)
(94
.
0
3
)
95.36
96.01
96.0196.35
96.40
95.27
95.11
95.8195.93
96.41
95.36
96.76 HP
(94.47)
96.09
95.31
95.28
(95
.
1
7
)
(96
.
5
5
)
96.31 HP
96.32
96.11
95.62
95.59 HP 95.59 HP
96.16
95.55
96.23 HP
96.43
96.70
95.23
(94.31)
96.46
95.27
95.33
95.44
(96
.
5
9
)
96.15
96.06
96.37
95.36
96.29
95.88
96.67 95.43
95.00
95.13
95.23
(94
.
5
7
)
(97
.
2
5
)
(95
.
3
0
S
W
)
(95.16SW)
(95
.
2
5
S
W
)
(95.24)
(95.10)
94.78
94.70
94.59
95.39
95.28
95.3295.3295.85
95.18
95.4696.33
96.16
96.6296.1195.99
95.99
(95
.
4
0
)
(95
.
5
3
)
95.45
95.71
96.5496.5496.54 HP
1.09%
2.74%
1.
1
8
%
0.
6
3
%
1.89%
1.10%
3.46%
1.19%
1.
1
1
%
1.88%
4.
3
1
%
4.03%
1.1
2
%2.
2
3
%
0.
5
0
%
1.
0
0
%
0.50%
1.
2
9
%
0.50%
0.90%
4.79%
1.01%
0.
7
4
%
4.14%
2.75%
0.
5
9
%
2.
7
1
%
1.
0
0
%
1.74%
1.
1
7
%
1.
0
0
%
1.01%
7.
4
3
%
0.50%
4.
6
5
%
5.
2
8
%
4.
0
1
%
0.
5
0
%
1.
0
0
%
2.04
%
95.6095.58
0.60
%
0.
5
0
%
0.
6
8
%
(95
.
2
5
S
W
)
(95
.
2
5
S
W
)
(95
.
6
1
S
W
)
(95
.
6
9
S
W
)
3.21
%
3.0
4
%
96.36 TBC
2.
3
6
%
1.58%
1.32%
(95
.
4
7
S
W
)
(95
.
4
9
S
W
)
(95.80)
(96.00)
3
BREAK LINE
BR
E
A
K
L
I
N
E
BREAK LINE
BR
E
A
K
L
I
N
E
BR
E
A
K
L
I
N
E
BREAK LINE
4996
49
9
6
4
CO
L
L
E
G
E
A
V
E
N
U
E
11
49
9
5
FORT C
O
L
L
I
N
S
1
0
0
-
Y
R
F
L
O
O
D
F
R
I
N
G
E
FORT
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
W
A
Y
FORT
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
F
R
I
N
G
E
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
W
A
Y
FO
R
T
C
O
L
L
I
N
S
1
0
0
-
Y
E
A
R
F
L
O
O
D
F
R
I
N
G
E
FORT
C
O
L
L
I
N
S
M
O
D
E
R
A
T
E
R
I
S
K
F
L
O
O
D
P
L
A
I
N
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERA
T
E
R
I
S
K
F
L
O
O
D
P
L
A
I
N
6" CURB TO
MATCH EXISTING
PROPERTY LINE/ROW
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.47'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'BREAK LINE
GR
A
D
I
N
G
P
L
A
N
C4.0
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
11
2
W
.
M
A
G
N
O
L
I
A
S
T
.
P
A
R
K
I
N
G
11
2
W
E
S
T
M
A
G
N
O
L
I
A
S
T
R
E
E
T
FO
R
T
C
O
L
L
I
N
S
C
O
,
8
0
5
2
5
(16.57)
16.25
SPOT ELEVATIONS
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
STREET CUT NOTE:
10'
SCALE: 1" = 10'
0 20'
N
SYMBOL LEGEND
G G
(UP)
(UT)
SS
X
WS WS WS WS WS
SS
R/W
WS
W
R/W
(OHP)
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES:
EN
G
I
N
E
E
R
I
N
G
&
S
U
R
V
E
Y
I
N
G
40
4
5
S
t
.
C
l
o
u
d
D
r
i
v
e
,
S
u
i
t
e
1
8
0
Lo
v
ela
n
d
,
C
O
8
0
5
38
[P
]
97
0
-
6
2
2
-
2
0
9
5
[F
]
97
0
-
4
6
1
-
4
4
6
9
NOTE:
INV EL: 94.81'
INV EL: 93.13'
EL: 95.88'
36"
36" DRY WELL PROFILE
NTS
6 LF 6" PVC INLET PIPE @ 1.0%
6 LF 6" PVC OUTLET PIPE @ 0.5%
BOTTOM OF ROCK EL: 87.88
PROPOSED
SUB-BASE
15 LF CAPPED 8" PERFORATED PVC
SANDY CLAY
ALLUVIAL
EL: 78.88
BOTTOM OF PIPE EL: 76.88
TOP OF PIPE EL: 91.88
9.
0
'
COLORADO REGISERED
PROFESSIONAL ENGINEER
56732
RAMSEY J PICKARD04/28/2021
DocuSign Envelope ID: 4DE87EA0-6F37-4B1B-94A5-755E1559F52F
5/3/2021
NA
NA
NA
4/30/2021