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UTILITY PLANS FOR
MONTAVA SUBDIVISION PHASE G
A PARCEL OF LAND SITUATED IN SECTION 32, TOWNSHIP 8 NORTH,
RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
#
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SITE
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STORMWATER MANAGEMENT PLANS FOR
MONTAVA - PHASE G
A PARCEL OF LAND SITUATED IN THE SOUTH HALF OF SECTION 32,
TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
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VICINITY MAP
SITE
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SEE SHEET C2.11
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SEE SHEET C2.16
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SEE SHEET
C2.17
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SEE SHEET C2.14
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SEE SHEET C2.19
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SEE SHEET C2.18
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SEE SHEET C2.17
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0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
I
N
I
T
I
A
L
&
I
N
T
E
R
I
M
C2.21
SE
E
S
H
E
E
T
C2
.
2
2
SEE SHEET C2.23
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
I
N
I
T
I
A
L
&
I
N
T
E
R
I
M
C2.22
SEE SHEET C2.24
SE
E
S
H
E
E
T
C2
.
2
1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
I
N
I
T
I
A
L
&
I
N
T
E
R
I
M
C2.23
SEE SHEET C2.21
SE
E
S
H
E
E
T
C2
.
2
4
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
I
N
I
T
I
A
L
&
I
N
T
E
R
I
M
C2.24
SEE SHEET C2.22
SE
E
S
H
E
E
T
C2
.
2
3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
F
I
N
A
L
C2.25
SE
E
S
H
E
E
T
C2
.
2
6
SEE SHEET C2.27
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
F
I
N
A
L
C2.26
SEE SHEET C2.28
SE
E
S
H
E
E
T
C2
.
2
5
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
F
I
N
A
L
C2.27
SEE SHEET C2.25
SE
E
S
H
E
E
T
C2
.
2
8
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OF
F
S
I
T
E
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
-
F
I
N
A
L
C2.28
SEE SHEET C2.26
SE
E
S
H
E
E
T
C2
.
2
7
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
C2.29
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
C2.30
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
C2.31
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
C2.32
SEDIMENT BASIN INFORMATION
SEDIMENT BASIN DISTURBED TRIBUTARY AREA
(ACRES)
UNDISTURBED TRIBUTARY AREA
(ACRES)REQUIRED STORAGE (ACRE-FT)PROVIDED STORAGE (ACRE-FT)
E
T
AA
B2 B2 B2 B2 B2 B2 T
TB1B1B1B1B1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.0
SEE SHEET C3.2
SE
E
S
H
E
E
T
C3
.
1
B1/B2
T
***
”
T
T B2
B2 TB2B2B2B2B2
B2 B2 B2 B2 B2 T
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.1
SEE SHEET C3.3
SE
E
S
H
E
E
T
C3
.
0
A
B
T
***
”
B2 B2 T
T
T^B1 B1 B1 B1 B1
B2
T
B1
T
B2
B2
T B1
B1
B1
T B2 B2 T
T B1 B1 T
T
T^B1 B1 B1 B1 T^
B2
B2 B2 B2 B2 B2 T
B1 B1 TAA
BB
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.2
SEE SHEET C3.5
SEE SHEET C3.0
SE
E
S
H
E
E
T
C3
.
3
***
”
B1/B2
T
T
B1
B2
T
B2
B2
T B1
B1
B1
T
T^B1 B1 T^
T^B1 B1 T^
T^B1 T^
B1 B1 B1 B1 B1
B1
B1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.3
SEE SHEET C3.6
SEE SHEET C3.1
SE
E
S
H
E
E
T
C3
.
7
SE
E
S
H
E
E
T
C3
.
2
***
”
B1/B2
T
B1
T
B2
B2
B2
B2
B2
B1
B1
B1
T
T
B2
T
B1T^
T^
T
B1
B1 B1 B1 B1 B1 B1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.4
SEE SHEET C3.7
SE
E
S
H
E
E
T
C3
.
3
”
B1/B2
T
T B2 B2
B2
T
B2
T B1 B1 T
T
B1
T
B1
B1
B1
B1
B1
B1
B1
T
AA
T
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.5
SEE SHEET C3.2
S
E
E
S
H
E
E
T
C
3
.
6
***
”
B1/B2
T
B1
B1
T
T
B1
T
T
B1 B1 B1
B2 T
T
B1
B2
T
B2
B2
B2
B2
B2 T
T^
T B1 B1 B1 B1 B1
T^
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.6
SEE SHEET C3.3
SE
E
S
H
E
E
T
C3
.
7
SE
E
S
H
E
E
T
C3
.
5
***
”
B1/B2
T
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
T
B1
B1
B1
T
T B1 B1
T B2 B2 T
B1
B1
B1
B1
B1
B1
B1
B1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.7
SEE SHEET C3.4
SE
E
S
H
E
E
T
C3
.
6
***
”
B1/B2
T
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AR
E
A
G
R
A
D
I
N
G
P
L
A
N
S
C3.8
”
CHESAPEAKE DR
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
1
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
1
BELLFIELD AVENUE
SEE SHEET C4.2
GOLLINGS STREET
SEE SHEET C4.9
ALLEY 11
SEE SHEET C4.17
BELLFIELD AVENUE
SEE SHEET C4.3
GOLLINGS STREET
SEE SHEET C4.9
ALLEY 9
SEE SHEET C4.15
ALLEY 13
SEE SHEET C4.17
ALLEY 10
SEE SHEET C4.16
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
0
+
0
0
T
O
1
6
+
5
0
)
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.0
CHESAPEAKE LEFT FL PROFILE
CHESAPEAKE RIGHT FL PROFILE CHESAPEAKE RIGHT FL PROFILE (2)CHESAPEAKE RIGHT FL PROFILE (3)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
1
A
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
0
+
0
0
T
O
1
6
+
5
0
)
F
L
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.0A
CHESAPEAKE DR
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
0
PEACHLEAF STREET
SEE SHEET C4.10
PEACHLEAF STREET
SEE SHEET C4.11
WADE S
T
R
E
E
T
SEE SHE
E
T
C4.4
WADE STREET
SEE SHEET C4.5
ALLEY 19
SEE SHEET C4.19REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
6
+
5
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.1
CHESAPEAKE LEFT FL PROFILE CHESAPEAKE LEFT FL PROFILE (2)
CHESAPEAKE RIGHT FL PROFILE (3)CHESAPEAKE RIGHT FL PROFILE (4)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
0
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
0
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
0
A
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
6
+
5
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.1A
BELLFIELD AVE
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
0
0
SE
E
S
H
E
E
T
C4
.
3
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
0
0
SE
E
S
H
E
E
T
C4
.
3
SUMMERSIDE DRIVE
SEE SHEET C4.8
SUMMERSIDE DRIVE
SEE SHEET C4.8
ALLEY 2
SEE SHEET C4.12
ALLEY 14
SEE SHEET C4.17
ALLEY 1
SEE SHEET C4.12
ALLEY 12
SEE SHEET C4.17
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
BE
L
L
F
I
E
L
D
A
V
E
(
S
T
A
1
0
+
0
0
T
O
1
6
+
0
0
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.2
BELLFIELD LEFT FL PROFILE
BELLFIELD RIGHT FL PROFILEBELLFIELD RIGHT FL PROFILE (3)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
3
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
3
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
0
0
SE
E
S
H
E
E
T
C4
.
3
A
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
BE
L
L
F
I
E
L
D
A
V
E
(
S
T
A
1
0
+
0
0
T
O
1
6
+
0
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.2A
BELLFIELD AVE
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
0
0
SE
E
S
H
E
E
T
C4
.
2
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
0
0
SE
E
S
H
E
E
T
C4
.
2
CHESAPEAKE DRIVE
SEE SHEET C4.0 LONG
W
O
O
D
D
R
I
V
E
SEE SH
E
E
T
C4.6
CHESAPEAKE DRIVE
SEE SHEET C4.0
LONGWO
O
D
D
R
I
V
E
SEE SHEE
T
C4.6
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
BE
L
L
F
I
E
L
D
A
V
E
(
S
T
A
1
6
+
0
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.3
BELLFIELD LEFT FL PROFILE BELLFIELD LEFT FL PROFILE (2)
BELLFIELD RIGHT FL PROFILE BELLFIELD RIGHT FL PROFILE (2)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
2
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
2
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
0
0
SE
E
S
H
E
E
T
C4
.
2
A
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
BE
L
L
F
I
E
L
D
A
V
E
(
S
T
A
1
6
+
0
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.3A
WADE ST
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
C4
.
5
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
C4
.
5
ALLEY 3
SEE SHEET C4.13
SUMMERSIDE DRIVE
SEE SHEET C4.8
CHESAPEAK
E
D
R
I
V
E
SEE SHEET C4.1
CHESAPEAK
E
D
R
I
V
E
SEE SHEET C4.1
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
D
E
S
T
(
S
T
A
1
0
+
0
0
T
O
1
7
+
0
0
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.4
WADE LEFT FL PROFILE
WADE RIGHT FL PROFILE WADE RIGHT FL PROFILE (2)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
5
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
5
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
C4
.
5
A
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
D
E
S
T
(
S
T
A
1
0
+
0
0
T
O
1
7
+
0
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.4A
WADE ST
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
C4
.
4
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
C4
.
4
ALLEY 4
SEE SHEET C4.13 ALLEY 15
SEE SHEET C4.18
LONGWOOD DRIVE
SEE SHEET C4.7
ALLEY 18
SEE SHEET C4.19
ALLEY 20
SEE SHEET
C4.20
LONGWOOD DRIVE
SEE SHEET C4.7
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
D
E
S
T
(
S
T
A
1
7
+
0
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.5
WADE LEFT FL PROFILE
WADE RIGHT FL PROFILE (2)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
4
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
4
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
C4
.
4
A
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
D
E
S
T
(
S
T
A
1
7
+
0
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.5A
LONGWOOD DR
MA
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
SE
E
S
H
E
E
T
C4
.
7
BELLFIELD AVENUE
SEE SHEET C4.3
GO
L
L
I
N
G
S
S
T
R
E
E
T
SE
E
S
H
E
E
T
C4.
9
M
A
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
S
E
E
S
H
E
E
T
C
4
.
7
PEAC
H
L
E
A
F
S
T
R
E
E
T
SEE S
H
E
E
T
C4.11
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
LO
N
G
W
O
O
D
D
R
(
S
T
A
2
3
+
0
0
T
O
3
0
+
5
0
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.6
LONGWOOD RIGHT FL PROFILE
LONGWOOD LEFT FL PROFILE
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
7
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
7
A
M
A
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
S
E
E
S
H
E
E
T
C
4
.
7
A
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
LO
N
G
W
O
O
D
D
R
(
S
T
A
2
3
+
0
0
T
O
3
0
+
5
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.6A
LONGWOOD DR
MA
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
SE
E
S
H
E
E
T
C4
.
6
WADE STREET
SEE SHEET C4.5
M
A
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
S
E
E
S
H
E
E
T
C
4
.
6
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
LO
N
G
W
O
O
D
D
R
(
S
T
A
3
0
+
5
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.7
LONGWOOD RIGHT FL PROFILE
LONGWOOD LEFT FL PROFILE
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
6
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
6
A
M
A
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
S
E
E
S
H
E
E
T
C
4
.
6
A
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
LO
N
G
W
O
O
D
D
R
(
S
T
A
3
0
+
5
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.7A
SUMMERSIDE DR & GOLLINGS ST
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
SE
E
S
H
E
E
T
C4
.
9
PEACHLEAF STREET
SEE SHEET C4.10
WADE STREET
SEE SHEET C4.4
WADE STREET
SEE SHEET C4.4
BELLFIELD AVENUE
SEE SHEET C4.2
BELLFIELD AVENUE
SEE SHEET C4.2
AL
L
E
Y
5
SE
E
S
H
E
E
T
C4
.
1
2
GOLLINGS STREET
MATCHLINE STA. 19+00
SEE SHEET C4.9
REFER TO
SHEET C4.24
FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET
C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SU
M
M
E
R
S
I
D
E
D
R
&
G
O
L
L
I
N
G
S
S
T
(S
T
A
.
1
0
+
0
0
T
O
1
9
+
0
0
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.8
SUMMERSIDE & GOLLINGS RIGHT FL PROFILE SUMMERSIDE & GOLLINGS RIGHT FL PROFILE (2)
SUMMERSIDE & GOLLINGS LEFT FL PROFILE
REFER TO
SHEET C4.24
FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SU
M
M
E
R
S
I
D
E
D
R
&
G
O
L
L
I
N
G
S
S
T
(S
T
A
.
1
0
+
0
0
T
O
1
9
+
0
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.8A
SE
E
S
H
E
E
T
C4
.
8
B
FO
R
C
O
N
T
I
N
U
A
T
I
O
N
SUMMERSIDE & GOLLINGS RIGHT FL PROFILE (3)
SUMMERSIDE & GOLLINGS LEFT FL PROFILE (2)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
9
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
9
A
GOLLINGS STREET
MATCHLINE STA. 19+00
SEE SHEET C4.9A
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SU
M
M
E
R
S
I
D
E
D
R
&
G
O
L
L
I
N
G
S
S
T
(S
T
A
.
1
0
+
0
0
T
O
1
9
+
0
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.8B
SE
E
S
H
E
E
T
C4
.
8
A
FO
R
C
O
N
T
I
N
U
A
T
I
O
N
SUMMERSIDE DR & GOLLINGS ST
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
SE
E
S
H
E
E
T
C4
.
8
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
SE
E
S
H
E
E
T
C4
.
8
ALLEY 7
SEE SHEET C4.14
ALL
E
Y
8
SE
E
S
H
E
E
T
C4.
1
4
ALLEY 9
SEE SH
E
E
T
C4.15
LON
G
W
O
O
D
D
R
I
V
E
SEE
S
H
E
E
T
C4.6
L
O
N
G
W
O
O
D
D
R
I
V
E
S
E
E
S
H
E
E
T
C
4
.
6
ALLEY 1
SEE SHEET C4.12
ALLEY 12
SEE SHEET C4.17
CHESAPEAKE DRIVE
SEE SHEET C4.0
ALLEY 6
SEE SHEET C4.14
CHESAPEAKE DRIVE
SEE SHEET C4.0
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
GO
L
L
I
N
G
S
S
T
(
S
T
A
1
9
+
0
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.9
SUMMERSIDE & GOLLINGS RIGHT FL PROFILE (3)SUMMERSIDE & GOLLINGS RIGHT FL PROFILE (4)
SUMMERSIDE & GOLLINGS LEFT FL PROFILE (2)SUMMERSIDE & GOLLINGS LEFT FL PROFILE (3)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
8
B
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
8
B
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
SE
E
S
H
E
E
T
C4
.
8
B
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
GO
L
L
I
N
G
S
S
T
(
S
T
A
1
9
+
0
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.9A
PEACHLEAF ST
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
SE
E
S
H
E
E
T
C4
.
1
1
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
SE
E
S
H
E
E
T
C4
.
1
1
ALLEY 3
SEE SHEET C4.13
ALLEY 2
SEE SHEET C4.12
SUMMERSIDE DRIVE
SEE SHEET C4.8
SUMMERSIDE DRIVE
SEE SHEET C4.8
ALLEY 14
SEE SHEET C4.17
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PE
A
C
H
L
E
A
F
S
T
(
S
T
A
1
0
+
0
0
T
O
1
4
+
5
0
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.10
PEACHLEAF LEFT FL PROFILE
PEACHLEAF RIGHT FL PROFILE
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
1
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
1
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
SE
E
S
H
E
E
T
C4
.
1
1
A
REFER TO SHEET C4.23
FOR INTERSECTION DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PE
A
C
H
L
E
A
F
S
T
(
S
T
A
1
0
+
0
0
T
O
1
4
+
5
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.10A
PEACHLEAF ST
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
SE
E
S
H
E
E
T
C4
.
1
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
SE
E
S
H
E
E
T
C4
.
1
0
CHESAPEAKE DRIVE
SEE SHEET C4.1
ALLEY 4
SEE SHEET C4.13
ALLEY 1
5
&
A
L
L
E
Y
1
6
SEE SHE
E
T
C4.18
LON
G
W
O
O
D
D
R
I
V
E
SEE
S
H
E
E
T
C4.7
LONG
W
O
O
D
D
R
I
V
E
SEE S
H
E
E
T
C4.6
ALLEY 10
SEE SHEE
T
C4.16
CHESAPEAKE DRIVE
SEE SHEET C4.0
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PE
A
C
H
L
E
A
F
S
T
(
S
T
A
1
4
+
5
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.11
PEACHLEAF LEFT FL PROFILE PEACHLEAF LEFT FL PROFILE (2)
PEACHLEAF RIGHT FL PROFILE PEACHLEAF RIGHT FL PROFILE (2)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
0
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
0
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
4
+
5
0
SE
E
S
H
E
E
T
C4
.
1
0
A
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PE
A
C
H
L
E
A
F
S
T
(
S
T
A
1
4
+
5
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.11A
ALLEY 1
BELLFIELD AVENUE
SEE SHEET C4.2
GOLLINGS STREET
SEE SHEET C4.8
PEACHLEAF STREET
SEE SHEET C4.10
BELLFIELD AVENUE
SEE SHEET C4.2
PEACHLEAF STREET
SEE SHEET C4.10GOLLINGS STREET
SEE SHEET C4.9
AL
L
E
Y
3
SE
E
S
H
E
E
T
C4
.
1
3
ALLEY 2ALLEY 5
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
1
,
2
&
5
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.12
ALLEY 3
PEACHLEAF STREET
SEE SHEET C4.10
PEACHLEAF STREET
SEE SHEET C4.10
WADE STREET
SEE SHEET C4.4
WADE STREET
SEE SHEET C4.4
AL
L
E
Y
2
SE
E
S
H
E
E
T
C4
.
1
2
PEACHLEAF STREET
SEE SHEET C4.11
PEACHLEAF STREET
SEE SHEET C4.11
WADE STREET
SEE SHEET C4.5
WADE STREET
SEE SHEET C4.4
AL
L
E
Y
2
0
SE
E
S
H
E
E
T
C4
.
2
0
ALLEY 4
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
3
&
4
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.13
ALLEY 6
GOLLINGS STREET
SEE SHEET C4.9
GOLLINGS STREET
SEE SHEET C4.9
GOLLINGS STREET
SEE SHEET C4.9
GOLLINGS STREET
SEE SHEET C4.9
GOLLINGS ST
R
E
E
T
SEE SHEET C4.9
G
O
L
L
I
N
G
S
S
T
R
E
E
T
S
E
E
S
H
E
E
T
C4
.
9
AL
L
E
Y
9
SE
E
S
H
E
E
T
C4
.
1
5
ALLEY 7 ALLEY 8 ALLEY 8-2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
6
,
7
&
8
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.14
ALLEY 9
CHESAPEAKE DRIVE
SEE SHEET C4.0
CHESAPEAKE DRIVE
SEE SHEET C4.0
GO
L
L
I
N
G
S
S
T
R
E
E
T
SE
E
S
H
E
E
T
C4
.
9
GO
L
L
I
N
G
S
S
T
R
E
E
T
SE
E
S
H
E
E
T
C4
.
9
ALLEY
8
SEE SH
E
E
T
C4.14
AL
L
E
Y
1
1
SE
E
S
H
E
E
T
C4
.
1
7
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
9
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.15
ALLEY 10
CHESAPEAKE DRIVE
SEE SHEET C4.1
CHESAPEAKE DRIVE
SEE SHEET C4.0
AL
L
E
Y
1
3
SE
E
S
H
E
E
T
C4
.
1
7
P
E
A
C
H
L
E
A
F
S
T
R
E
E
T
S
E
E
S
H
E
E
T
C
4
.
1
1
PE
A
C
H
L
E
A
F
S
T
R
E
E
T
SE
E
S
H
E
E
T
C4
.
1
1
ALLEY 1
5
SEE SHE
E
T
C4.18
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
1
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.16
ALLEY 11
BELLFIELD AVENUE
SEE SHEET C4.2
BELLFIELD AVENUE
SEE SHEET C4.3
CH
E
S
A
P
E
A
K
E
D
R
I
V
E
SE
E
S
H
E
E
T
C4
.
0
CH
E
S
A
P
E
A
K
E
D
R
I
V
E
SE
E
S
H
E
E
T
C4
.
1
ALLEY 9
SEE SHEET C4.15
ALLEY 10
SEE SHEET C4.16
ALLEY 12 ALLEY 13 ALLEY 14
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
1
1
,
1
2
,
1
3
&
1
4
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.17
ALLEY 15
PEACHLEAF STREET
SEE SHEET C4.11
PEA
C
H
L
E
A
F
S
T
R
E
E
T
SEE
S
H
E
E
T
C4.1
1
WADE STREET
SEE SHEET C4.5
WADE STREET
SEE SHEET C4.5
A
L
L
E
Y
1
0
S
E
E
S
H
E
E
T
C
4
.
1
6
AL
L
E
Y
1
8
SE
E
S
H
E
E
T
C4
.
1
9
ALLEY 16 ALLEY 17
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
1
5
,
1
6
&
1
7
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.18
ALLEY 18ALLEY 19
WA
D
E
S
T
R
E
E
T
SE
E
S
H
E
E
T
C4
.
5
WA
D
E
S
T
R
E
E
T
SE
E
S
H
E
E
T
C4
.
5
ALLEY 20
SEE SHEET C4.20
CHESAPEAK
E
D
R
I
V
E
SEE SHEET
C4.1
CHESAPEAK
E
D
R
I
V
E
SEE SHEET
C4.1
ALLEY 15
SEE SHEET C4.18
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
1
8
&
1
9
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.19
ALLEY 20
WADE STREET
SEE SHEET C4.4
ALLEY 19
SEE SHEET C4.19
ALLEY 19
SEE SHEET C4.19
WADE STREET
SEE SHEET C4.5
AL
L
E
Y
4
SE
E
S
H
E
E
T
C4
.
1
3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
AL
L
E
Y
2
0
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.20
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
C4.21
1
1
43
4 3
5
2
2
5
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
C4.22
6
6
7
7
8
8
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
C4.23
10
11
12
10 11 12
9
9
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
C4.24
14
14
13
13
IN
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
C4.25
8 9 10
11 12 13
8 9
10 11 12 13
RA
M
P
D
E
T
A
I
L
S
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
C4.26
1 2 3
4 5 6 7
1 2 3
4
6 75
RA
M
P
D
E
T
A
I
L
S
ST MH F2
ST INLET F3.2
ST INLET F3.1
ST INLET F4.1
ST MH F5
ST MH F6
ST INLET F6.1
ST MH F7
ST INLET F5.1
ST INLET F5.2
ST INLET F8
ST MH F3
ST MH F4
STORMLINE F
ST
M
H
F
6
ST
M
H
F
7
ST
M
H
F
2
ST
M
H
F
3
ST
M
H
F
4
ST
M
H
F
5
ST
I
N
L
E
T
F
8
LATERAL F3
ST
I
N
L
E
T
F
3
.
1
ST
I
N
L
E
T
F
3
.
2
ST
M
H
F
3
LATERAL F4
ST
I
N
L
E
T
F
4
.
1
ST
M
H
F
4
LATERAL F5
ST
M
H
F
5
ST
I
N
L
E
T
F
5
.
1
ST
I
N
L
E
T
F
5
.
2
LATERAL F6
ST
I
N
L
E
T
F
6
.
1
ST
M
H
F
6
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
F
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.27
IR-MH-04
ST MH E10
ST MH E11
ST OS E12
CITY OF
FORT COLLINS
OUTLET STRUCTURE
(RE: C4.44)
ST INLET P3
ST INLET P4
ST MH E9
ST INLET E3
ST MH E2
CONTINUOUS DEFLECTIVE
SEPARATOR
OR APPROVED
EQUIVALENT
ST MH E8
ST MH E4
ST MH E5
ST MH E7
STORMLINE E
IR
-
M
H
-
0
4
ST
O
S
E
1
2
ST
M
H
E
2
ST
M
H
E
4
ST
M
H
E
5
ST
M
H
E
7
ST
M
H
E
9
ST
M
H
E
8
ST
M
H
E
1
0
ST
M
H
E
1
1
ST
I
N
L
E
T
E
3
STORMLINE P
ST
I
N
L
E
T
P
4
ST
I
N
L
E
T
P
3
ST
M
H
P
2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
E
&
P
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.28
ST INLET E4.1
ST INLET E3
ST INLET E8.1
ST MH E7
ST INLET E2.2
ST INLET E2.1
ST MH E4
ST MH E6
ST INLET E6.2
ST INLET E6.1
ST MH E8
ST INLET E7.2
ST INLET E7.1
LATERAL E8
ST
M
H
E
8
ST
I
N
L
E
T
E
8
.
1
LATERAL E4
ST
I
N
L
E
T
E
4
.
1
ST
M
H
E
4
LATERAL E2
ST
I
N
L
E
T
E
2
.
1
ST
I
N
L
E
T
E
2
.
2
ST
M
H
E
2
LATERAL E6
ST
I
N
L
E
T
E
6
.
2
ST
M
H
E
6
ST
I
N
L
E
T
E
6
.
1
LATERAL E7
ST
I
N
L
E
T
E
7
.
2
ST
M
H
E
7
ST
I
N
L
E
T
E
7
.
1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
E
L
A
T
E
R
A
L
S
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.29
ST MH G4
ST INLET G3.2
ST INLET G5.1 ST INLET G5 (SPECIAL)
ST MH G7
ST MH G3.1
ST MH G3
ST MH G6
ST MH C2
ST INLET G9 ST MH G8
ST INLET G3.1.1
STORMLINE G
ST
I
N
L
E
T
G
5
(
S
P
E
C
I
A
L
)
ST
M
H
G
7
ST
M
H
C
2
ST
M
H
G
3
ST
M
H
G
4
ST
I
N
L
E
T
G
9
ST
M
H
G
6
ST
M
H
G
8
LATERAL G3
ST
I
N
L
E
T
G
3
.
2
ST
M
H
G
3
ST
M
H
G
3
.
1
LATERAL G5
ST
I
N
L
E
T
G
5
ST
I
N
L
E
T
G
5
.
1
LATERAL G3.1
ST
M
H
G
3
.
1
ST
I
N
L
E
T
G
3
.
1
.
1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
G
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.30
ST MH C2
ST MH C3 ST INLET C4 ST MH C5
ST INLET C6
ST MH C8
ST MH C9
ST INLET C10
ST INLET C7
STORMLINE C
ST
I
N
L
E
T
C
6
ST
I
N
L
E
T
C
7
ST
I
N
L
E
T
C
1
0
ST
M
H
C
3
ST
M
H
C
5
ST
M
H
C
9
ST
M
H
C
2
ST
I
N
L
E
T
C
4
ST
M
H
C
8
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
C
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.31
ST MH J2
IR-MH-10
ST MH C3
ST INLET C3.2.1
ST INLET C3.1 ST MH C3.3
ST INLET C3.5
ST MH C3.2
LATERAL C3
ST
M
H
C
3
ST
I
N
L
E
T
C
3
.
1
ST
M
H
C
3
.
3
ST
I
N
L
E
T
C
3
.
5
ST
M
H
C
3
.
2
ST
M
H
C
3
.
4
STORMLINE J
ST
M
H
J
2
ST
O
S
J
3
IR
-
M
H
-
1
1
LATERAL C3.2
ST
I
N
L
E
T
C
3
.
2
.
1
ST
M
H
C
3
.
2
STORMLINE U
ST
S
T
R
C
3
3
7
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
J
,
U
,
&
C
L
A
T
E
R
A
L
S
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.32
ST MH C5
ST MH C9
ST INLET C5.6
ST INLET C5.7.1
ST MH C5.8
ST INLET C5.1 (SPECIAL)
ST INLET C5.2.1
ST MH C5.3ST MH C9.3
ST INLET C9.2.1
ST INLET C9.1
ST INLET C9.6 (SPECIAL)
ST INLET C9.7.1
ST MH C9.2
ST MH C9.7
ST MH C9.8
ST MH C5.7
ST MH C5.2
ST INLET C9.5
ST INLET C5.5
ST MH C9.9
ST INLET C9.11
ST MH C9.10
ST MH C9.4
ST MH C5.4
ST MH C5.9
ST INLET C5.10
LATERAL C5
ST
M
H
C
5
.
8
ST
I
N
L
E
T
C
5
.
6
ST
M
H
C
5
ST
I
N
L
E
T
C
5
.
1
(
S
P
E
C
I
A
L
)
ST
M
H
C
5
.
3
ST
I
N
L
E
T
C
5
.
1
0
ST
I
N
L
E
T
C
5
.
5
ST
M
H
C
5
.
7
ST
M
H
C
5
.
2
ST
M
H
C
5
.
4
ST
M
H
C
5
.
9
LATERAL C9
ST
M
H
C
9
.
9
ST
I
N
L
E
T
C
9
.
6
(
S
P
E
C
I
A
L
)
ST
M
H
C
9
ST
I
N
L
E
T
C
9
.
1
ST
M
H
C
9
.
3
ST
I
N
L
E
T
C
9
.
1
1
ST
I
N
L
E
T
C
9
.
5
ST
M
H
C
9
.
2
ST
M
H
C
9
.
7
ST
M
H
C
9
.
8
ST
M
H
C
9
.
1
0
ST
M
H
C
9
.
4
LATERAL C5.2
ST
I
N
L
E
T
C
5
.
2
.
1
ST
M
H
C
5
.
2
LATERAL C5.7
ST
I
N
L
E
T
C
5
.
7
.
1
ST
M
H
C
5
.
7
LATERAL C9.2
ST
I
N
L
E
T
C
9
.
2
.
1
ST
M
H
C
9
.
2
LATERAL C9.7
ST
M
H
C
9
.
7
ST
I
N
L
E
T
C
9
.
7
.
1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
L
A
T
E
R
A
L
S
C
9
&
C
5
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.33
ST INLET D7
ST INLET D8.1
ST MH D9
ST INLET D9.2
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
+
5
0
SE
E
S
H
E
E
T
C4
.
3
5
ST MH D10
ST INLET D11.1
ST INLET D10.4
ST INLET D10.2
ST MH A6
ST MH D8
ST INLET D9.1
ST MH D11
ST MH D10.1
ST MH D10.3
STORMLINE D
ST
I
N
L
E
T
D
7
ST
M
H
D
8
ST
M
H
D
9
ST
M
H
D
1
0
ST
M
H
A
6
ST
M
H
D
1
1
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
+
5
0
SE
E
S
H
E
E
T
C4
.
3
5
LATERAL D8
ST
M
H
D
8
ST
I
N
L
E
T
D
8
.
1
LATERAL D9
ST
I
N
L
E
T
D
9
.
1
ST
I
N
L
E
T
D
9
.
2
ST
M
H
D
9
LATERAL D10
ST
M
H
D
1
0
ST
I
N
L
E
T
D
1
0
.
2
ST
I
N
L
E
T
D
1
0
.
4
ST
M
H
D
1
0
.
1
ST
M
H
D
1
0
.
3
LATERAL D11
ST
M
H
D
1
1
ST
I
N
L
E
T
D
1
1
.
1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
D
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.34
ST MH D12
ST INLET D12.1
ST INLET D12.2
ST MH D14
ST INLET D13.2
ST INLET D13.1
ST INLET D16
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
+
5
0
SE
E
S
H
E
E
T
C4
.
3
4
ST MH D13
ST MH D15
STORMLINE D
ST
M
H
D
1
4
ST
M
H
D
1
3
ST
M
H
D
1
2
ST
I
N
L
E
T
D
1
6
ST
M
H
D
1
5
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
+
5
0
SE
E
S
H
E
E
T
C4
.
3
4
LATERAL D13
ST
I
N
L
E
T
D
1
3
.
2
ST
I
N
L
E
T
D
1
3
.
1
ST
M
H
D
1
3
LATERAL D12
ST
I
N
L
E
T
D
1
2
.
1
ST
I
N
L
E
T
D
1
2
.
2
ST
M
H
D
1
2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
D
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.35
STORMLINE A
ST
I
N
L
E
T
A
2
4
ST
M
H
A
2
2
ST
M
H
A
2
1
ST
M
H
A
1
4
ST
I
N
L
E
T
A
1
5
ST
I
N
L
E
T
A
1
7
ST
I
N
L
E
T
A
1
6
(
S
P
E
C
I
A
L
)
ST
M
H
A
2
0
ST
M
H
A
1
9
ST
M
H
A
1
8
ST
M
H
A
1
3
ST
M
H
A
1
2
ST
M
H
A
2
3
MA
T
C
H
L
I
N
E
S
T
A
.
1
8
+
5
0
SE
E
S
H
E
E
T
C4
.
3
7
LATERAL A19
ST
M
H
A
1
9
ST
I
N
L
E
T
A
1
9
.
2
ST
M
H
A
1
9
.
1
LATERAL A20
ST
M
H
A
2
0
ST
I
N
L
E
T
A
2
0
.
1
LATERAL A13
ST
M
H
A
1
3
ST
I
N
L
E
T
A
1
3
.
1
LATERAL A18
ST
M
H
A
1
8
ST
I
N
L
E
T
A
1
8
.
2
ST
M
H
A
1
8
.
1
ST MH A14
ST MH A22
ST MH A20
ST MH A19
ST INLET A20.1
ST INLET A18.2
ST INLET A19.2
ST MH A13
ST INLET A13.1
ST MH A12
MA
T
C
H
L
I
N
E
S
T
A
.
1
8
+
5
0
SE
E
S
H
E
E
T
C4
.
3
7
ST INLET A24
ST INLET A15
ST MH A21
ST INLET A16
(SPECIAL)ST MH A19.1
ST MH A23
ST MH A18
ST INLET A17
ST MH A18.1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
A
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.36
STORMLINE A
ST
M
H
A
1
1
ST
M
H
A
1
0
ST
M
H
A
9
ST
M
H
A
8
ST
M
H
A
7
ST
M
H
A
6
ST
D
I
V
E
R
S
I
O
N
M
H
A
5
ST
M
H
A
4
ST
M
H
A
3
MA
T
C
H
L
I
N
E
S
T
A
.
1
8
+
5
0
SE
E
S
H
E
E
T
C4
.
3
6
ST MH A11
ST MH A9
ST MH A8
ST MH A7
ST MH A6
ST DIVERSION MH A5
ST MH A4
ST MH A10
MA
T
C
H
L
I
N
E
S
T
A
.
1
8
+
5
0
SE
E
S
H
E
E
T
C4
.
3
6
ST MH A3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
A
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.37
LATERAL A10
ST
M
H
A
1
0
ST
M
H
A
1
0
.
3
ST
M
H
A
1
0
.
4
ST
M
H
A
1
0
.
5
ST
I
N
L
E
T
A
1
0
.
1
ST
I
N
L
E
T
A
1
0
.
2
ST
I
N
L
E
T
A
1
0
.
6
LATERAL A12
ST
I
N
L
E
T
A
1
2
.
1
ST
I
N
L
E
T
A
1
2
.
2
ST
I
N
L
E
T
A
1
2
.
3
ST
M
H
A
1
2
LATERAL A10.3
ST
I
N
L
E
T
A
1
0
.
3
.
1
ST
M
H
A
1
0
.
3
LATERAL A11
ST
I
N
L
E
T
A
1
1
.
1
ST
M
H
A
1
1
ST INLET A12.1
ST INLET A12.2
ST INLET A12.3
ST MH A10.5
ST INLET A10.6
ST MH A10.4
ST INLET A10.3.1
ST MH A10.3
ST INLET A10.1
ST MH A10
ST MH A11
ST INLET A11.1
ST MH A12
ST INLET A10.2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
A
L
A
T
E
R
A
L
S
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.38
ST O H1
ST MH A3
ST MH H2
ST MH Q
ST DIVERSION MH A5
ST INLET H4
ST INLET H6
ST INLET H5
ST DIVERSION MH H3
ST INLET H4.1
STORMLINE Q
ST
D
I
V
E
R
S
I
O
N
M
H
A
5
ST
M
H
Q
ST
D
I
V
E
R
S
I
O
N
M
H
H
3
STORMLINE H
ST
O
R
M
D
I
V
E
R
S
I
O
N
M
H
M
H
H
3
ST
I
N
L
E
T
H
4
ST
M
H
H
2
ST
I
N
L
E
T
H
6
ST
I
N
L
E
T
H
5
LATERAL Q2
ST
M
H
A
3
ST
M
H
Q
LATERAL H4
ST
I
N
L
E
T
H
4
ST
I
N
L
E
T
H
4
.
1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
Q
&
H
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.39
IR-MH-02
BOX BASE MH
ST MH B2
ST INLET B3
ST INLET B5
ST MH B6
ST INLET L3
ST INLET L2
ST MH B4
IR-MH-01
BOX BASE MH
M
A
T
C
H
L
I
N
E
S
T
A
.
1
7
+
5
0
S
E
E
S
H
E
E
T
C
4
.
4
1
STORMLINE B
ST
M
H
B
2
ST
I
N
L
E
T
B
3
ST
M
H
B
4
ST
I
N
L
E
T
B
5
ST
M
H
B
6
IR
-
M
H
-
0
2
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
5
0
SE
E
S
H
E
E
T
C4
.
4
1
STORMLINE L
ST
I
N
L
E
T
L
2
ST
I
N
L
E
T
L
3
STORMLINE R
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
B
L
&
R
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.40
ST MH B7
ST INLET N2
ST FES N4
ST INLET B10
ST MH B8
M
A
T
C
H
L
I
N
E
S
T
A
.
1
7
+
5
0
S
E
E
S
H
E
E
T
C
4
.
4
0
ST INLET N3
ST MH B9
STORMLINE B
ST
M
H
B
7
ST
M
H
B
8
ST
M
H
B
9
ST
I
N
L
E
T
B
1
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
5
0
SE
E
S
H
E
E
T
C4
.
4
0
STORMLINE N
ST
I
N
L
E
T
N
2
ST
I
N
L
E
T
N
3
ST
F
E
S
N
4
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
B
&
N
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.41
VAULT
VA
U
L
T
VAULT
VA
U
L
T
INLET B10
FTC DOUBLE CURB INLET
MH SB
5'Ø STRM MH
INLET N4
18" FES
INLET N3
FTC SINGLE
CURB INLET
INLET N2
FTC SINGLE CURB INLET
MH B8
5'Ø STRM MH
VAULT
VA
U
L
T
VA
U
L
T
E
X
.
N
O
.
8
D
I
T
C
H
A
A
A
A
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
A
1
P
L
A
N
C4.42
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
BASIN 4 RAINGARDEN SUMMARY
RAIN
GARDEN
TRIB.
AREA
(AC)
% IMP.WQ WSEL DEPTH (IN)
REQUIRED
WQCV
VOL. (FT3)
PROVIDED
WQCV
VOL. (FT3)
REQUIRED
SURFACE
AREA (FT2)
PROVIDED
SURFACE
AREA (FT2)
A1.1 4.95 61%5006.00 12 4787 6707 2619 5589
A1.2 2.83 39%5011.56 12 2028 3111 958 2128
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
A
1
D
E
T
A
I
L
S
C4.43
“”
“”
VA
U
L
T
VA
U
L
T
VAULT
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
A
2
P
L
A
N
C4.44
POND A2 SUMMARY
Q2 IN (CFS)16
Q2 OUT (CFS)3.4
Q100 IN (CFS)91
Q100 OUT (CFS)21
WQ VOL REQ (AC-FT)0.3
WQ VOL PROVIDED
(AC-FT)0.4
2YR VOL (AC-FT)0.46
100YR VOL (AC-FT)1.6
WQ WSEL 5002.79
2YR WSEL 5002.98
100YR WSEL 5005.63
BOTTOM OF POND 4999.69
OVERFLOW CREST 5007.12
TOP OF POND 5008.12
5-YEAR DRAIN TIME
(HOURS)51
100-YEAR DRAIN TIME
(HOURS)52
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
A
2
D
E
T
A
I
L
S
C4.45
CC
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
POND A2 OUTLET STRUCTURE
Pond A2 Summary
Elev A (BOP)4999.69
El B (WQCV)5002.79
El C (top of structure)5003.77
100-year WSEL 5005.63
Spill El 5007.02
Ls (length of structure)
FT.4.0
Ws (width of
structure) FT.4.0
Wp (INCHES)26.00
W0 (INCHES)12.00
WQ Hole 7/8"
WQ # of rows 9
WQ # fo columns 1
Hole spacing (INCHES)4
VAU
L
T
VAULT
VA
U
L
T
VAULT
V
A
U
L
T
MONTAVA
PHASE G
CITY OF FORT
COLLINS PARKS
POND E
42" FES
INV.OUT=4996.54
POND D
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
E
P
L
A
N
C4.46
POND E SUMMARY
Q2 IN (CFS)34
Q2 OUT (CFS)1.8
Q100 IN (CFS)198
Q100 OUT (CFS)3.0
2YR VOL (AC-FT)1.5
100YR VOL (AC-FT)16.5
2YR WSEL 4997.43
100YR WSEL 5002.20
100YR DET AREA (AC)5.6
BOTTOM OF POND 4993.92
OVERFLOW CREST 5003.44
TOP OF POND 5004.44
5-YEAR DRAIN TIME (HOURS)28
100-YEAR DRAIN TIME
(HOURS)94
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
E
D
E
T
A
I
L
S
C4.47
BB
A
A
SECTION B-B
SECTION A-A
WELL SCREEN
PLAN
GENERAL NOTES
SECTION C-C
C
C
A A
ABBREVIATIONS
LEGEND
POND E OUTLET STRUCTURE
POND E SUMMARY
El A (BOP)4993.92
El B (2YR WSEL)4997.43
El C (Top of Strcture)4997.82
100-YEAR WSEL 5002.20
Spill El 5003.44
Ls (Length of Structure) FT.4.0
Ws (Width of Structure) FT.4.0
W0 (INCHES)12.00
A
A
A
A
TYPICAL SECTION
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CE
N
T
R
A
L
R
A
I
N
G
A
R
D
E
N
S
A
2
.
1
&
A
2
.
4
C4.48
BASIN 3 RAINGARDENS
RAIN
GARDEN
TRIB.
AREA
(AC)
% IMP.WQ WSEL DEPTH (IN)
REQUIRED
WQCV
VOL. (FT3)
PROVIDED
WQCV
VOL. (FT3)
REQUIRED
SURFACE
AREA (FT2)
PROVIDED
SURFACE
AREA (FT2)
A2.1 0.61 63%5011.22 6 436 752 334 1089
A2.2 0.32 65%5012.60 6 237 260 182 290
A2.3 0.32 65%5013.70 6 237 357 182 275
A2.4 0.38 64%5015.83 6 275 479 211 567
C
C
A
A
B
B
SECTION B-B TYPICAL SECTION A-ASECTION C-C
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CE
N
T
R
A
L
R
A
I
N
G
A
R
D
E
N
S
A
2
.
2
&
A
2
.
3
C4.49
BASIN 3 RAINGARDENS
RAIN
GARDEN
TRIB.
AREA
(AC)
% IMP.WQ WSEL DEPTH (IN)
REQUIRED
WQCV
VOL. (FT3)
PROVIDED
WQCV
VOL. (FT3)
REQUIRED
SURFACE
AREA (FT2)
PROVIDED
SURFACE
AREA (FT2)
A2.1 0.61 63%5011.22 6 436 752 334 1089
A2.2 0.32 65%5012.60 6 237 260 182 290
A2.3 0.32 65%5013.70 6 237 357 182 275
A2.4 0.38 64%5015.83 6 275 479 211 567
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
T
E
C
H
U
N
D
E
R
G
R
O
U
N
D
W
A
T
E
R
Q
U
A
L
I
T
Y
C4.50
STORMTECH SUMMARY
TRIBUTARY AREA
(AC)12.92
% IMP.62%
REQUIRED WQCV
VOL. (FT3)9109
PROVIDED WQCV
VOL. (FT3)9855
SYSTEM AREA (FT2)2956
Q2 (CFS)20.86
Q PROVIDED (CFS)25.50
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
C4.51
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
C4.52
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
C4.53
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
C4.54
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
C4.55
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
C4.56
B
B
A A
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WE
S
T
D
I
V
E
R
S
I
O
N
M
H
D
E
T
A
I
L
C4.57
A
A
B
B
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
EA
S
T
D
I
V
E
R
S
I
O
N
M
H
D
E
T
A
I
L
C4.58
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
RA
I
N
G
A
R
D
E
N
D
E
T
A
I
L
S
C4.59
BASIN 4 RAINGARDEN SUMMARY
RAIN
GARDEN
TRIB.
AREA
(AC)
% IMP.WQ WSEL DEPTH (IN)
REQUIRED
WQCV
VOL. (FT3)
PROVIDED
WQCV
VOL. (FT3)
REQUIRED
SURFACE
AREA (FT2)
PROVIDED
SURFACE
AREA (FT2)
A1.1 4.95 61%5006.00 12 4787 6707 2619 5589
A1.2 2.83 39%5011.56 12 2028 3111 958 2128
BASIN 3 RAINGARDENS
RAIN
GARDEN
TRIB.
AREA
(AC)
% IMP.WQ WSEL DEPTH (IN)
REQUIRED
WQCV
VOL. (FT3)
PROVIDED
WQCV
VOL. (FT3)
REQUIRED
SURFACE
AREA (FT2)
PROVIDED
SURFACE
AREA (FT2)
A2.1 0.61 63%5011.22 6 436 752 334 1089
A2.2 0.32 65%5012.60 6 237 260 182 290
A2.3 0.32 65%5013.70 6 237 357 182 275
A2.4 0.38 64%5015.83 6 275 479 211 567
TYPICAL WINGWALL SECTION
TYPICAL 90° WALL CORNER DETAIL RCP WALL PENETRATION DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
-
F
O
R
E
B
A
Y
A
N
D
DI
V
E
R
S
I
O
N
S
T
R
U
C
T
U
R
E
S
C4.60
RAILING NOTES
RAILING ELEVATION
BASE PLATE DETAIL
STRUCTURAL NOTES - FOREBAY AND DIVERSION STRUCTURES
DESIGN DATA
FOREBAY STRUCTURE BACKFILL DETAIL
FOREBAY LAYOUT PLAN - POND A1
FOREBAY LONGITUDINAL SECTION - POND A1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
A
1
F
O
R
E
B
A
Y
S
T
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
C4.61
POND A1 FOREBAY CONTROL POINTS
FOREBAY LONGITUDINAL SECTION - POND A2
FOREBAY LAYOUT PLAN - POND A2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PO
N
D
A
2
F
O
R
E
B
A
Y
S
T
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
C4.62
POND A2 FOREBAY CONTROL POINTS
SECTION
DIVERSION MH A5 LAYOUT PLAN
N
SECTION
N
DIVERSION MANHOLE MH H3 LAYOUT PLAN
SECTION
DIVERSION MH A5 REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
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C5.1
SEE SHEET C5.3
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2
SEE SHEET C5.3
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SEE SHEET C5.4
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1
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3
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SEE SHEET C5.6
SEE SHEET C5.1
SE
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4
SEE SHEET C5.1
SEE SHEET C5.6
VA
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SEE SHEET C5.2
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.
5
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C5
.
3
SEE SHEET C5.7
SEE SHEET C5.2
SEE SHEET C5.7
VA
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C5.5
SEE SHEET C5.8
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4
SEE SHEET C5.8
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.
7
SEE SHEET C5.3
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.
7
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.
8
SE
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C5
.
6
SEE SHEET C5.4
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6
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C5
.
7
SEE SHEET C5.5
SEE SHEET C5.5
MAR
T
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N
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12
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C5.9
WATER LINE A
8"
G
V
8"
G
V
8"
4
5
°
B
E
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D
8"
4
5
°
B
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8"
x
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8"
4
5
°
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D
6"
9
0
°
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x
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"
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5
°
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x
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x
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1
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0
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1
1
WATER LINE D
SEE SHEET C5.16
WATER LINE L
6"
9
0
°
B
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N
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FH
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A
S
S
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M
B
L
Y
WATER LINE M
FH
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S
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M
B
L
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6"
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V
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x
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"
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3
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E
C5.10
WATER LINE A
8"
x
6
"
T
E
E
8"
x
8
"
C
R
O
S
S
8"
1
1
.
2
5
°
B
E
N
D
8"
x
6
"
T
E
E
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
2
2
.
5
°
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
TE
M
P
.
F
H
A
S
S
E
M
B
L
Y
8"
G
V
8"
G
V
8"
G
V
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
5
0
SE
E
S
H
E
E
T
C5
.
1
0
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
5
0
SE
E
S
H
E
E
T
C5
.
1
0
WA
T
E
R
L
I
N
E
K
SEE
S
H
E
E
T
C5.2
2
W
A
T
E
R
L
I
N
E
K
S
E
E
S
H
E
E
T
C
5
.
2
2
WATER LINE N
8"
x
6
"
T
E
E
FH
Y
A
S
S
E
M
B
L
Y
6"
G
V
WATER LINE O
8"
x
6
"
T
E
E
6"
2
2
.
5
°
B
E
N
D
FH
Y
A
S
S
E
M
B
L
Y
6"
G
V
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
A
,
N
,
&
O
PL
A
N
&
P
R
O
F
I
L
E
C5.11
WATER LINE B
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
x
6
"
C
R
O
S
S
8"
G
V
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
x
8
"
C
R
O
S
S
EX
I
S
T
.
8
"
C
A
P
8"
G
V
8"
4
5
°
B
E
N
D
8"
4
5
°
B
E
N
D
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
3
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
3
WATER LINE D
SEE SHEET C5.16
WATER LINE D
SEE SHEET C5.16
WATER LINE E
SEE SHEET C5.18
WATER LINE E
SEE SHEET C5.18
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
B
PL
A
N
&
P
R
O
F
I
L
E
C5.12
WATER LINE B
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
x
8
"
T
E
E
8"
G
V
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
G
V
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
G
V
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
8"
4
5
°
B
E
N
D
8"
4
5
°
B
E
N
D
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
2
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
2
WATER
L
I
N
E
K
SEE SH
E
E
T
C5.22
WATER LI
N
E
K
SEE SHE
E
T
C5.22
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
B
PL
A
N
&
P
R
O
F
I
L
E
C5.13
WATER LINE C
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
8"
G
V
8"
x
8
"
T
E
E
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
5
0
SE
E
S
H
E
E
T
C5
.
1
5
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
5
0
SE
E
S
H
E
E
T
C5
.
1
5
WATER LINE D
SEE SHEET C5.17
WATER LINE D
SEE SHEET C5.16
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
C
PL
A
N
&
P
R
O
F
I
L
E
C5.14
WATER LINE C
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
x
8
"
T
E
E
8"
G
V
8"
1
1
.
2
5
°
B
E
N
D
8"
G
V
8"
x
8
"
T
E
E
8"
G
V
8"
2
2
.
5
°
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
x
8
"
T
E
E
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
8"
G
V
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
5
0
SE
E
S
H
E
E
T
C5
.
1
4
MA
T
C
H
L
I
N
E
S
T
A
1
4
+
5
0
SE
E
S
H
E
E
T
C5
.
1
4
WATER LINE F
SEE SHEET C5.19
WATER L
I
N
E
I
SEE SHE
E
T
C5.21
WAT
E
R
L
I
N
E
K
SEE
S
H
E
E
T
C5.2
2
WATER
L
I
N
E
K
SEE S
H
E
E
T
C5.22
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
C
PL
A
N
&
P
R
O
F
I
L
E
C5.15
WATER LINE D
8"
x
8
"
T
E
E
8"
G
V
8"
G
V
8"
G
V
8"
x
8
"
C
R
O
S
S
8"
x
8
"
T
E
E
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
7
WA
T
E
R
L
I
N
E
N
SE
E
S
H
E
E
T
C5
.
1
0
WATER LINE A
SEE SHEET C5.10
WATER LINE B
SEE SHEET C5.12
WATER LINE C
SEE SHEET C5.14
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
7
WATER LINE B
SEE SHEET C5.12
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
D
PL
A
N
&
P
R
O
F
I
L
E
C5.16
WATER LINE D
8"
G
V
8"
9
0
°
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
EX
I
S
T
.
8
"
C
A
P
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
6
MA
T
C
H
L
I
N
E
S
T
A
1
5
+
5
0
SE
E
S
H
E
E
T
C5
.
1
6
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
D
PL
A
N
&
P
R
O
F
I
L
E
C5.17
WATER LINE E
8"
x
6
"
C
R
O
S
S
6"
G
V
6"
G
V
6"
9
0
°
B
E
N
D
6"
9
0
°
B
E
N
D
FH
A
S
S
E
M
B
L
Y
FH
A
S
S
E
M
B
L
Y
6"
G
V
6"
G
V
6"
4
5
°
V
E
R
T
.
B
E
N
D
6"
4
5
°
V
E
R
T
.
B
E
N
D
WATER LINE B
SEE SHEET C5.12
WATER LINE B
SEE SHEET C5.12
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
E
PL
A
N
&
P
R
O
F
I
L
E
C5.18
WATER LINE F
8"
x
8
"
T
E
E
8"
G
V
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
9
0
°
B
E
N
D
8"
G
V
8"
9
0
°
B
E
N
D
8"
1
1
.
2
5
°
B
E
N
D
8"
x
8
"
T
E
E
8"
G
V
WATER LINE C
SEE SHEET C5.15
WATER LINE C
SEE SHEET C5.15
WATER LINE G
SEE SHEET C5.20
WATER LINE
G
SEE SHEET C5.20
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
F
PL
A
N
&
P
R
O
F
I
L
E
C5.19
WATER LINE G
8"
G
V
8"
x
8
"
T
E
E
8"
G
V
8"
1
1
.
2
5
°
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
x
8
"
T
E
E
8"
G
V
8"
x
6
"
R
E
D
U
C
E
R
FH
Y
A
S
S
E
M
B
L
Y
8"
x
8
"
T
E
E
WATER LINE F
SEE SHEET C5.19
WATER LINE I
SEE SHEET C5.21
WATER LINE H
6"
G
V
8"
G
V
8"
G
V
FH
A
S
S
E
M
B
L
Y
6"
9
0
°
B
E
N
D
8"
x
6
"
R
E
D
U
C
E
R
8"
x
8
"
T
E
E
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
1
1
.
2
5
°
B
E
N
D
WATER LINE P
12
"
1
1
.
2
5
°
B
E
N
D
12
"
B
F
V
TE
M
P
.
1
2
"
x
6
"
R
E
D
U
C
E
R
TE
M
P
.
F
H
A
S
S
E
M
B
L
Y
12
"
4
5
°
V
E
R
T
.
B
E
N
D
12
"
9
0
°
B
E
N
D
12
"
4
5
°
V
E
R
T
.
B
E
N
D
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
G
,
H
,
&
P
PL
A
N
&
P
R
O
F
I
L
E
C5.20
WATER LINE I
8"
1
1
.
2
5
°
B
E
N
D
8"
2
2
.
5
°
B
E
N
D
8"
1
1
.
2
5
°
B
E
N
D
8"
G
V
8"
x
8
"
T
E
E
8"
G
V
8"
x
8
"
T
E
E
8"
G
V
8"
G
V
8"
x
8
"
T
E
E
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
WATER LINE I
SEE SHEET C5.20
WATER LINE I
SEE SHEET C5.20
WA
T
E
R
L
I
N
E
M
SE
E
S
H
E
E
T
C5
.
2
3
WA
T
E
R
L
I
N
E
M
SE
E
S
H
E
E
T
C5
.
2
3
WATER LI
N
E
C
SEE SHE
E
T
C5.15
WATE
R
L
I
N
E
C
SEE
S
H
E
E
T
C5.15
WATER LINE J
8"
x
8
"
T
E
E
8"
G
V
8"
x
8
"
T
E
E
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
I
&
J
PL
A
N
&
P
R
O
F
I
L
E
C5.21
WATER LINE K
8"
x
8
"
T
E
E
8"
x
8
"
C
R
O
S
S
8"
x
8
"
T
E
E
8"
1
1
.
2
5
°
B
E
N
D
8"
1
1
.
2
5
°
B
E
N
D
8"
1
1
.
2
5
°
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
1
1
.
2
5
°
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
1
1
.
2
5
°
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
1
1
.
2
5
°
B
E
N
D
8"
G
V
8"
G
V
8"
G
V
8"
G
V
8"
G
V
8"
C
A
P
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
MA
T
C
H
L
I
N
E
S
T
A
1
7
+
5
0
SE
E
S
H
E
E
T
C5
.
2
3
18
WATE
R
L
I
N
E
C
SEE S
H
E
E
T
C5.15
WATER LINE B
SEE SHEET C5.13
WA
T
E
R
L
I
N
E
A
SE
E
S
H
E
E
T
C5.
1
1
M
A
T
C
H
L
I
N
E
S
T
A
1
7
+
5
0
S
E
E
S
H
E
E
T
C
5
.
2
3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
K
PL
A
N
&
P
R
O
F
I
L
E
C5.22
WATER LINE K
8"
x
8
"
T
E
E
8"
2
2
.
5
°
B
E
N
D
8"
x
6
"
S
W
I
V
E
L
T
E
E
8"
1
1
.
2
5
°
B
E
N
D
8"
1
1
.
2
5
°
B
E
N
D
8"
G
V
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
G
V
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
2
2
.
5
°
B
E
N
D
8"
2
2
.
5
°
B
E
N
D
8"
G
V
8"
x
6
"
S
W
I
V
E
L
T
E
E
MA
T
C
H
L
I
N
E
S
T
A
1
7
+
5
0
SE
E
S
H
E
E
T
C5
.
2
2
M
A
T
C
H
L
I
N
E
S
T
A
1
7
+
5
0
S
E
E
S
H
E
E
T
C
5
.
2
2
WATER LINE J
SEE SHEET C5.21
WATER LINE Q
8"
G
V
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
AI
R
R
E
L
E
A
S
E
V
A
L
V
E
8"
9
0
°
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
4
5
°
V
E
R
T
.
B
E
N
D
8"
9
0
°
B
E
N
D
8"
C
A
P
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
T
E
R
L
I
N
E
K
&
Q
PL
A
N
&
P
R
O
F
I
L
E
C5.23
PROPOSED WATER LINE R
EX
I
S
T
.
8
"
x
8
"
C
R
O
S
S
8"
4
5
D
V
E
R
T
.
B
E
N
D
8"
4
5
D
V
E
R
T
.
B
E
N
D
8"
x
8
"
T
E
E
WATER LINE A
SEE SHEET C5.11
WATER LINE A
SEE SHEET C5.10
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PR
O
P
O
S
E
D
W
A
T
E
R
L
I
N
E
R
PL
A
N
&
P
R
O
F
I
L
E
C5.24
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.25
SEE SHEET C5.27
SE
E
S
H
E
E
T
C5
.
2
6
SEE SHEET C5.27
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.26
SEE SHEET C5.28
SE
E
S
H
E
E
T
C5
.
2
5
SEE SHEET C5.28 SEE SHEET C5.28
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.27
SEE SHEET C5.30
SEE SHEET C5.25
SE
E
S
H
E
E
T
C5
.
2
8
SEE SHEET C5.25
SEE SHEET C5.30
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.28
SEE SHEET C5.26
SE
E
S
H
E
E
T
C5
.
2
9
SE
E
S
H
E
E
T
C5
.
2
7
SEE SHEET C5.31
SEE SHEET C5.26
SEE SHEET C5.31
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.29
SEE SHEET C5.32
SE
E
S
H
E
E
T
C5
.
2
8
SEE SHEET C5.32
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.30
S
E
E
S
H
E
E
T
C
5
.
3
1
SEE SHEET C5.27
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.31SEE SHEET C5.28
SE
E
S
H
E
E
T
C5
.
3
2
SE
E
S
H
E
E
T
C5
.
3
0
SEE SHEET C5.28
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
N
-
P
O
T
A
B
L
E
W
A
T
E
R
P
L
A
N
S
C5.32
SE
E
S
H
E
E
T
C5
.
3
1
SEE SHEET
C5.29
SEE SHEET C5.29
SAN LINE A
INV.OUT(E)=4987.69
SS
M
H
A
3
SS
M
H
A
2
SS
M
H
A
1
SE
E
S
H
E
E
T
C6
.
1
S
E
E
S
H
E
E
T
C
6
.
1
SA
N
L
I
N
E
A
3
SE
E
S
H
E
E
T
C6
.
5
SA
N
L
I
N
E
A
3
.
1
SE
E
S
H
E
E
T
C6
.
3
SA
N
L
I
N
E
B
SE
E
S
H
E
E
T
C6
.
6
SS MH A1
SS MH A2
SS MH A3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
A
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.0
SAN LINE A
SS
M
H
A
3
SS
M
H
A
4
SS
M
H
A
6
SS
M
H
A
5
SE
E
S
H
E
E
T
C6
.
0
SE
E
S
H
E
E
T
C6
.
2
SAN LINE D
SEE SHEET C6.10SAN LINE A4
SEE SHEET C6.3
SAN LINE A3.1
SEE SHEET C6.3
SAN LINE A3
SEE SHEET C6.5
SAN LINE A5
SEE SHEET C6.4
SE
E
S
H
E
E
T
C6
.
2
SE
E
S
H
E
E
T
C6
.
0
SS MH A3
SS MH A4
SS MH A6
SS MH A5
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
A
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.1
SAN LINE A
SS
M
H
A
6
SS
M
H
A
8
SS
M
H
A
9
SS
M
H
A
1
0
SS
M
H
A
7
SE
E
S
H
E
E
T
C6
.
1
SE
E
S
H
E
E
T
C6
.
1
SAN LINE D
SEE SHEET C6.10
SAN LINE C
SEE SHEET C6.8
SS MH A6
SS MH A8 SS MH A9
SS MH A7 SS MH A10
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
A
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.2
SAN LINE A3.1
SS
M
H
A
3
SS
M
H
A
3
.
1
-
1
SS
M
H
A
3
.
1
-
2
SS
M
H
A
3
.
1
-
3
SAN LINE A
SEE SHEET C6.1
SAN LINE A
SEE SHEET C6.0
SA
N
L
I
N
E
A
3
SE
E
S
H
E
E
T
C6
.
5
SS MH A3.1-3
SS MH A3.1-2
SS MH A3.1-1
SS MH A3
SAN LINE A
SEE SHEET C6.1
SAN LINE A
SEE SHEET C6.1
SS MH A4-1
SS MH A4
SA
N
L
I
N
E
A
5
SE
E
S
H
E
E
T
C6
.
4
SAN LINE A4
SS
M
H
A
4
-
1
SS
M
H
A
4
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
A
3
.
1
&
A
4
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.3
SAN LINE A3-1
SS
M
H
A
3
-
1
.
1
SS
M
H
A
3
-
1
SAN LINE A
SEE SHEET C6.1
SAN LINE A
SEE SHEET C6.1
SA
N
L
I
N
E
A
4
SE
E
S
H
E
E
T
C6
.
3
SS MH A5
SS MH A4-3
SAN LINE A3
SEE SHEET C6.5
SA
N
L
I
N
E
A
3
SE
E
S
H
E
E
T
C6
.
5
SS MH A3-1
SS MH A3-1.1
SAN LINE A5
SS
M
H
A
5
SS
M
H
A
4
-
3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
A
3
-
1
&
A
5
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.4
SAN LINE A3
SS
M
H
A
3
SS
M
H
A
3
-
1
SS
M
H
A
3
-
2
SS
M
H
A
3
-
3
SA
N
L
I
N
E
A
SE
E
S
H
E
E
T
C6
.
0
SA
N
L
I
N
E
A
SE
E
S
H
E
E
T
C6
.
1
SAN LINE A3.1
SEE SHEET C6.3
SAN LINE A5
SEE SHEET C6.4
SS MH A3
SS MH A3-1
SS MH A3-2 SS MH A3-3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
A
3
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.5
SAN LINE B
SS
M
H
B
3
SS
M
H
A
2
SS
M
H
B
1
SS
M
H
B
2
SS
M
H
B
5
SS
M
H
B
4
SE
E
S
H
E
E
T
C6
.
7
SA
N
L
I
N
E
A
SE
E
S
H
E
E
T
C6.
1
SS MH A2
SS MH B1
SS MH B2
SS MH B5
SE
E
S
H
E
E
T
C6
.
7
SA
N
L
I
N
E
A
SE
E
S
H
E
E
T
C6
.
0
SS MH B3
SS MH B4
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
B
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.6
SAN LINE B
SS
M
H
B
5
SS
M
H
B
7
SS
M
H
B
8
SS
M
H
B
9
SS
M
H
B
6
SE
E
S
H
E
E
T
C6
.
6
S
E
E
S
H
E
E
T
C
6
.
6
SS MH B5
SS MH B7
SS MH B8
SS MH B6-1
SS MH B6-2 SS MH B6-3
SS MH B6-4
SS MH B9
SS MH B6
SAN LINE B6
SS
M
H
B
6
-
1
SS
M
H
B
6
-
2
SS
M
H
B
6
-
3
SS MH B6-4
SS
M
H
B
8
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
B
&
B
6
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.7
SAN LINE C
SS
M
H
C
1
SS
M
H
C
2
SS
M
H
A
9
SE
E
S
H
E
E
T
C6
.
9
SAN LINE A
SEE SHEET C6.2
SAN LINE A
SEE SHEET C6.2
SE
E
S
H
E
E
T
C6
.
9
SS MH C1 SS MH C2SS MH A9
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
C
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.8
SAN LINE C
SS
M
H
C
2
SS
M
H
C
3
SS
M
H
C
4
SS
M
H
C
5
SE
E
S
H
E
E
T
C6
.
8
SE
E
S
H
E
E
T
C6
.
8
SS MH C2
SS MH C3
SS MH C4
SS MH C5
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
C
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.9
SAN LINE D
SS
M
H
D
1
SS
M
H
D
2
SS
M
H
A
6
SS
M
H
D
3
SS
M
H
D
4
SAN LINE D2-1
SEE SHEET C6.13
SAN LINE D2
SEE SHEET C6.11
SAN LINE D3.1
SEE SHEET C6.12
SAN LINE D3
SEE SHEET C6.11
SAN LINE D4.1
SEE SHEET C6.11
SAN LINE D4
SEE SHEET C6.12
SS MH D4SS MH D3SS MH D2SS MH D1SS MH A6
SAN LINE
A
SEE SHE
E
T
C6.2
SAN LINE A
SEE SHEET C6.1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
D
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.10
SAN LINE D2
SS
M
H
D
2
-
1
SS
M
H
D
2
SAN LINE D
SEE SHEET C6.10
SAN LINE D
SEE SHEET C6.10
SAN LINE A4
SEE SHEET C6.3
SA
N
L
I
N
E
D
2
-
1
SE
E
S
H
E
E
T
C6
.
1
3
SS MH D2
SS MH D2-1
SAN LINE D3
SS
M
H
D
3
-
1
SS
M
H
D
3
SAN LINE D4.1
SS
M
H
D
4
.
1
-
1
SS
M
H
D
4
.
1
-
2
SS
M
H
D
4
SAN LINE D
SEE SHEET C6.10
SAN LINE D
SEE SHEET C6.10
SS MH D3-1SS MH D3
SA
N
L
I
N
E
D
3
.
1
SE
E
S
H
E
E
T
C6
.
1
2
SAN LINE D
SEE SHEET C6.10
SA
N
L
I
N
E
D
4
SE
E
S
H
E
E
T
C6
.
1
2
SS MH D4
SS MH D4.1-1
SS MH D4.1-2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
D
2
D
3
D
4
.
1
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.11
SAN LINE D
SEE SHEET C6.10
SAN LINE D3-2
SEE SHEET C6.13
SAN LINE D
SEE SHEET C6.10
SS MH D3
SS MH D3-3
SA
N
L
I
N
E
D
3
SE
E
S
H
E
E
T
C6
.
1
1
SS MH D3-2
SAN LINE D3.1
SS
M
H
D
3
-
2
SS
M
H
D
3
-
3
SS
M
H
D
3
SAN LINE D4
SS
D
4
-
1
SS
D
4
-
2
SS
M
H
D
4
SAN LINE D4-1
SS
D
4
-
1
SS
M
H
D
4
-
1
.
1
SAN LINE D
SEE SHEET C6.10
SA
N
L
I
N
E
D
4
.
1
SE
E
S
H
E
E
T
C6
.
1
1
SS MH D4
SS D4-1
SS D4-2
SS MH D4-1.1 MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
D
3
.
1
D
4
D4
-
1
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.12
SAN LINE D3-2
SS
M
H
D
3
-
2
SS
M
H
D
3
-
2
.
1
SAN LINE D3
SEE SHEET C6.12
SA
N
L
I
N
E
D
3
.
1
SE
E
S
H
E
E
T
C6
.
1
2
SS MH D3-2.1
SS MH D3-2
SAN LINE D2-1
SS
M
H
D
2
-
2
SS
M
H
D
2
SS MH D2
SS MH D2-2
SAN LINE D
SEE SHEET C6.10
SAN LINE D
SEE SHEET C6.10
SA
N
L
I
N
E
D
2
SE
E
S
H
E
E
T
C6
.
1
1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SA
N
L
I
N
E
D
3
-
2
D
2
-
1
PL
A
N
A
N
D
P
R
O
F
I
L
E
C6.13
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SI
G
N
I
N
G
&
S
T
R
I
P
I
N
G
C7.0
SE
E
S
H
E
E
T
C7
.
1
SEE SHEET C7.2
2 5
S T R E E T
R A I S E D
C R O S S I N G
A H E A D
ST
1 0 0
S T R E E T ST
1 0 0
P R I V A T E L Y M A I N T A I N E D
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SI
G
N
I
N
G
&
S
T
R
I
P
I
N
G
C7.1
SE
E
S
H
E
E
T
C7
.
0
SEE SHEET C7.3
2 5 R A I S E D
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C7.3
SEE SHEET C7.1
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2 5 R A I S E D
C R O S S I N G
A H E A D
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D1
BASIN 2 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
2.1 0.27 0.85 0.85 0.90 0.55 2.34
2.2 0.22 0.33 0.47 0.53 0.25 1.15
2.3 0.33 0.23 0.40 0.46 0.30 1.38
2.4 1.01 0.24 0.41 0.47 0.87 4.02
2.5 0.93 0.14 0.33 0.39 0.55 2.63
2.7 25.53 0.02 0.25 0.31 9.52 47.52
2.8 0.85 0.77 0.74 0.85 1.44 6.68
2.9 0.44 0.79 0.76 0.86 0.79 3.62
2.10 0.46 0.75 0.72 0.84 0.69 3.24
2.10.1 0.08 0.51 0.60 0.66 0.12 0.52
2.11 0.37 0.79 0.74 0.87 0.66 3.11
2.12 0.16 0.74 0.74 0.82 0.28 1.27
2.13 0.34 0.80 0.75 0.87 0.54 2.51
2.14 0.36 0.73 0.71 0.82 0.62 2.90
2.15 0.27 0.72 0.69 0.82 0.43 2.08
2.16 0.12 0.74 0.73 0.82 0.20 0.91
BASIN 2 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
2.17 0.46 0.77 0.72 0.86 0.71 3.42
2.18 0.16 0.77 0.74 0.84 0.29 1.31
2.19 0.12 0.77 0.78 0.84 0.22 0.97
2.20 0.64 0.74 0.72 0.83 1.12 5.20
2.21 1.08 0.73 0.70 0.82 1.60 7.57
2.22 0.87 0.60 0.60 0.74 1.09 5.44
2.22.1 0.11 0.82 0.81 0.87 0.22 0.94
2.23 0.50 0.78 0.73 0.87 0.89 4.28
2.24 0.10 0.80 0.80 0.86 0.20 0.85
2.25 0.10 0.80 0.80 0.86 0.20 0.85
2.26 0.81 0.46 0.52 0.63 0.78 3.79
2.27 0.52 0.56 0.57 0.70 0.55 2.73
2.27.1 0.23 0.83 0.82 0.88 0.46 1.99
2.28 0.60 0.82 0.77 0.88 1.12 5.14
2.29 0.37 0.76 0.73 0.84 0.66 3.06
OVERALL BASIN COMPOSITE SUMMARY
BASINS AC IMP.C2 C100 Q2 Q100
2.1-2.29
(POND E)38.41 22.1%0.38 0.45 27.92 133.40
3.1-3.34
(POND A2)14.60 69.1%0.67 0.78 21.52 105.60
4.1-4.42
(POND A1
& NO. 8)
20.99 58.0%0.61 0.71 27.31 126.28
SITE TOTAL 74.00 41.6%0.50 0.59 76.75 365.28
POND E SUMMARY
Q2 IN (CFS)34
Q2 OUT (CFS)1.8
Q100 IN (CFS)198
Q100 OUT (CFS)3.0
2YR VOL (AC-FT)1.5
100YR VOL (AC-FT)16.5
2YR WSEL 4997.43
100YR WSEL 5002.20
1
1
MAR
T
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D2
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
3.1 0.71 0.73 0.72 0.82 1.09 5.01
3.2 0.47 0.76 0.71 0.85 0.76 3.67
3.3 0.85 0.74 0.72 0.83 1.42 6.59
3.4 0.49 0.76 0.71 0.85 0.83 3.99
3.5 1.05 0.74 0.71 0.83 1.63 7.66
3.6 0.40 0.74 0.73 0.82 0.71 3.23
3.7 0.27 0.77 0.74 0.85 0.49 2.26
3.8 0.52 0.79 0.74 0.87 0.93 4.39
3.9 0.45 0.74 0.73 0.82 0.80 3.63
3.10 0.27 0.78 0.76 0.85 0.41 1.85
3.11 0.45 0.79 0.74 0.87 0.66 3.11
3.12 0.34 0.72 0.69 0.82 0.57 2.74
3.13 0.13 0.77 0.78 0.84 0.25 1.07
3.14 0.38 0.78 0.78 0.84 0.69 2.99
3.15 1.13 0.02 0.20 0.31 0.48 3.00
3.16 0.24 0.88 0.86 0.91 0.51 2.16
3.17 0.22 0.87 0.85 0.91 0.46 1.97
BASIN 3 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
3.18 0.38 0.78 0.73 0.86 0.68 3.21
3.19 0.38 0.64 0.63 0.76 0.47 2.26
3.20 0.32 0.65 0.63 0.77 0.40 1.98
3.20.1 0.32 0.65 0.63 0.77 0.46 2.28
3.21 0.61 0.63 0.61 0.76 0.70 3.52
3.22 0.38 0.59 0.59 0.73 0.51 2.53
3.23 0.27 0.79 0.74 0.87 0.44 2.07
3.24 0.27 0.83 0.82 0.88 0.53 2.30
3.25 0.32 0.77 0.75 0.85 0.50 2.28
3.26 0.58 0.82 0.77 0.89 1.01 4.70
3.27 0.18 0.80 0.79 0.86 0.35 1.52
3.28 0.19 0.80 0.78 0.86 0.36 1.61
3.29 0.58 0.76 0.71 0.85 0.98 4.74
3.30 0.47 0.75 0.73 0.83 0.73 3.35
3.31 0.13 0.54 0.55 0.70 0.16 0.83
3.32 0.59 0.76 0.71 0.85 1.00 4.83
3.33 0.13 0.85 0.83 0.89 0.26 1.14
3.34 0.13 0.85 0.83 0.89 0.26 1.14
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
4.1 0.94 0.22 0.34 0.46 0.57 3.08
4.2 0.36 0.72 0.72 0.81 0.57 2.61
4.3 0.13 0.62 0.66 0.73 0.21 0.93
4.4 0.83 0.09 0.25 0.36 0.38 2.21
4.5 0.57 0.84 0.80 0.89 1.09 4.90
4.6 0.09 0.67 0.70 0.77 0.15 0.68
4.7 2.88 0.71 0.66 0.82 3.56 17.81
4.8 0.73 0.65 0.68 0.75 1.09 4.82
4.9 0.38 0.65 0.65 0.77 0.55 2.62
4.10 0.71 0.02 0.20 0.31 0.26 1.64
4.11 0.69 0.81 0.76 0.88 1.19 5.53
4.12 0.92 0.47 0.54 0.63 0.91 4.27
4.13 2.09 0.41 0.50 0.58 1.86 8.71
4.14 0.07 0.72 0.74 0.80 0.13 0.55
4.15 0.19 0.54 0.59 0.67 0.26 1.17
4.16 0.54 0.62 0.63 0.74 0.71 3.38
4.17 0.59 0.44 0.52 0.60 0.61 2.83
BASIN 4 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
4.18 0.12 0.66 0.66 0.77 0.19 0.88
4.19 0.10 0.41 0.50 0.59 0.11 0.52
4.20 0.19 0.66 0.67 0.77 0.31 1.44
4.21 0.22 0.47 0.54 0.62 0.26 1.18
4.22 0.03 0.35 0.45 0.54 0.03 0.14
4.23 0.78 0.56 0.61 0.69 1.02 4.63
4.24 1.34 0.83 0.82 0.88 2.68 11.60
4.25 0.34 0.65 0.69 0.76 0.56 2.49
4.26 0.24 0.63 0.67 0.74 0.37 1.64
4.27 0.65 0.71 0.73 0.80 1.08 4.77
4.28 0.53 0.69 0.71 0.78 0.85 3.74
4.29 0.63 0.69 0.71 0.78 0.98 4.35
4.30 0.92 0.72 0.74 0.81 1.41 6.23
4.31 1.15 0.57 0.62 0.69 1.46 6.52
4.32 0.21 0.86 0.84 0.90 0.43 1.86
4.33 0.16 0.88 0.86 0.91 0.34 1.43
4.34 0.09 0.78 0.78 0.85 0.17 0.75
OVERALL BASIN COMPOSITE SUMMARY
BASINS AC IMP.C2 C100 Q2 Q100
2.1-2.29
(POND E)38.41 22.1%0.38 0.45 27.92 133.40
3.1-3.34
(POND A2)14.60 69.1%0.67 0.78 21.52 105.60
4.1-4.42
(POND A1
& NO. 8)
20.99 58.0%0.61 0.71 27.31 126.28
SITE TOTAL 74.00 41.6%0.50 0.59 76.75 365.28
RAIN GARDEN TRIB. AREA (AC)% IMP.WQ WSEL DEPTH (IN)REQUIRED
WQCV VOL. (FT3)
PROVIDED WQCV
VOL. (FT3)
REQUIRED
SURFACE AREA
(FT2)
PROVIDED SURFACE
AREA (FT2)
A2.1 0.61 63%5011.22 6 436 752 334 1089
A2.2 0.32 65%5012.60 6 237 260 182 290
A2.3 0.32 65%5013.70 6 237 357 182 275
A2.4 0.38 64%5015.83 6 275 479 211 567
A1.1 4.95 61%5006.00 12 4787 6707 2619 5589
A1.2 2.83 39%5011.56 12 2028 3111 958 2128
POND A2 SUMMARY
Q2 IN (CFS)16
Q2 OUT (CFS)3.4
Q100 IN (CFS)91
Q100 OUT (CFS)21
WQ VOL REQ
(AC-FT)0.3
WQ VOL PROVIDED
(AC-FT)0.4
2YR VOL (AC-FT)0.46
100YR VOL (AC-FT)1.6
WQ WSEL 5002.79
2YR WSEL 5002.98
100YR WSEL 5005.63
BASIN 4 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
4.35 0.04 0.51 0.58 0.66 0.05 0.24
4.36 0.07 0.58 0.63 0.70 0.11 0.48
4.37 0.05 1.00 0.95 1.00 0.12 0.49
4.38 0.10 0.66 0.64 0.78 0.14 0.68
4.39 0.18 0.73 0.74 0.81 0.33 1.43
4.40 0.04 0.51 0.58 0.66 0.06 0.26
4.41 0.03 1.00 0.95 1.00 0.07 0.30
4.42 0.07 0.58 0.63 0.70 0.11 0.48
MAR
T
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D3
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
3.1 0.71 0.73 0.72 0.82 1.09 5.01
3.2 0.47 0.76 0.71 0.85 0.76 3.67
3.3 0.85 0.74 0.72 0.83 1.42 6.59
3.4 0.49 0.76 0.71 0.85 0.83 3.99
3.5 1.05 0.74 0.71 0.83 1.63 7.66
3.6 0.40 0.74 0.73 0.82 0.71 3.23
3.7 0.27 0.77 0.74 0.85 0.49 2.26
3.8 0.52 0.79 0.74 0.87 0.93 4.39
3.9 0.45 0.74 0.73 0.82 0.80 3.63
3.10 0.27 0.78 0.76 0.85 0.41 1.85
3.11 0.45 0.79 0.74 0.87 0.66 3.11
3.12 0.34 0.72 0.69 0.82 0.57 2.74
3.13 0.13 0.77 0.78 0.84 0.25 1.07
3.14 0.38 0.78 0.78 0.84 0.69 2.99
3.15 1.13 0.02 0.20 0.31 0.48 3.00
3.16 0.24 0.88 0.86 0.91 0.51 2.16
3.17 0.22 0.87 0.85 0.91 0.46 1.97
BASIN 3 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
3.18 0.38 0.78 0.73 0.86 0.68 3.21
3.19 0.38 0.64 0.63 0.76 0.47 2.26
3.20 0.32 0.65 0.63 0.77 0.40 1.98
3.20.1 0.32 0.65 0.63 0.77 0.46 2.28
3.21 0.61 0.63 0.61 0.76 0.70 3.52
3.22 0.38 0.59 0.59 0.73 0.51 2.53
3.23 0.27 0.79 0.74 0.87 0.44 2.07
3.24 0.27 0.83 0.82 0.88 0.53 2.30
3.25 0.32 0.77 0.75 0.85 0.50 2.28
3.26 0.58 0.82 0.77 0.89 1.01 4.70
3.27 0.18 0.80 0.79 0.86 0.35 1.52
3.28 0.19 0.80 0.78 0.86 0.36 1.61
3.29 0.58 0.76 0.71 0.85 0.98 4.74
3.30 0.47 0.75 0.73 0.83 0.73 3.35
3.31 0.13 0.54 0.55 0.70 0.16 0.83
3.32 0.59 0.76 0.71 0.85 1.00 4.83
3.33 0.13 0.85 0.83 0.89 0.26 1.14
3.34 0.13 0.85 0.83 0.89 0.26 1.14
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
4.1 0.94 0.22 0.34 0.46 0.57 3.08
4.2 0.36 0.72 0.72 0.81 0.57 2.61
4.3 0.13 0.62 0.66 0.73 0.21 0.93
4.4 0.83 0.09 0.25 0.36 0.38 2.21
4.5 0.57 0.84 0.80 0.89 1.09 4.90
4.6 0.09 0.67 0.70 0.77 0.15 0.68
4.7 2.88 0.71 0.66 0.82 3.56 17.81
4.8 0.73 0.65 0.68 0.75 1.09 4.82
4.9 0.38 0.65 0.65 0.77 0.55 2.62
4.10 0.71 0.02 0.20 0.31 0.26 1.64
4.11 0.69 0.81 0.76 0.88 1.19 5.53
4.12 0.92 0.47 0.54 0.63 0.91 4.27
4.13 2.09 0.41 0.50 0.58 1.86 8.71
4.14 0.07 0.72 0.74 0.80 0.13 0.55
4.15 0.19 0.54 0.59 0.67 0.26 1.17
4.16 0.54 0.62 0.63 0.74 0.71 3.38
4.17 0.59 0.44 0.52 0.60 0.61 2.83
BASIN 4 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
4.18 0.12 0.66 0.66 0.77 0.19 0.88
4.19 0.10 0.41 0.50 0.59 0.11 0.52
4.20 0.19 0.66 0.67 0.77 0.31 1.44
4.21 0.22 0.47 0.54 0.62 0.26 1.18
4.22 0.03 0.35 0.45 0.54 0.03 0.14
4.23 0.78 0.56 0.61 0.69 1.02 4.63
4.24 1.34 0.83 0.82 0.88 2.68 11.60
4.25 0.34 0.65 0.69 0.76 0.56 2.49
4.26 0.24 0.63 0.67 0.74 0.37 1.64
4.27 0.65 0.71 0.73 0.80 1.08 4.77
4.28 0.53 0.69 0.71 0.78 0.85 3.74
4.29 0.63 0.69 0.71 0.78 0.98 4.35
4.30 0.92 0.72 0.74 0.81 1.41 6.23
4.31 1.15 0.57 0.62 0.69 1.46 6.52
4.32 0.21 0.86 0.84 0.90 0.43 1.86
4.33 0.16 0.88 0.86 0.91 0.34 1.43
4.34 0.09 0.78 0.78 0.85 0.17 0.75
OVERALL BASIN COMPOSITE SUMMARY
BASINS AC IMP.C2 C100 Q2 Q100
2.1-2.29
(POND E)38.41 22.1%0.38 0.45 27.92 133.40
3.1-3.34
(POND A2)14.60 69.1%0.67 0.78 21.52 105.60
4.1-4.42
(POND A1
& NO. 8)
20.99 58.0%0.61 0.71 27.31 126.28
SITE TOTAL 74.00 41.6%0.50 0.59 76.75 365.28
RAIN GARDEN TRIB. AREA (AC)% IMP.WQ WSEL DEPTH (IN)REQUIRED
WQCV VOL. (FT3)
PROVIDED WQCV
VOL. (FT3)
REQUIRED
SURFACE AREA
(FT2)
PROVIDED SURFACE
AREA (FT2)
A2.1 0.61 63%5011.22 6 436 752 334 1089
A2.2 0.32 65%5012.60 6 237 260 182 290
A2.3 0.32 65%5013.70 6 237 357 182 275
A2.4 0.38 64%5015.83 6 275 479 211 567
A1.1 4.95 61%5006.00 12 4787 6707 2619 5589
A1.2 2.83 39%5011.56 12 2028 3111 958 2128
POND A2 SUMMARY
Q2 IN (CFS)16
Q2 OUT (CFS)3.4
Q100 IN (CFS)91
Q100 OUT (CFS)21
WQ VOL REQ
(AC-FT)0.3
WQ VOL PROVIDED
(AC-FT)0.4
2YR VOL (AC-FT)0.46
100YR VOL (AC-FT)1.6
WQ WSEL 5002.79
2YR WSEL 5002.98
100YR WSEL 5005.63
1
BASIN 4 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
4.35 0.04 0.51 0.58 0.66 0.05 0.24
4.36 0.07 0.58 0.63 0.70 0.11 0.48
4.37 0.05 1.00 0.95 1.00 0.12 0.49
4.38 0.10 0.66 0.64 0.78 0.14 0.68
4.39 0.18 0.73 0.74 0.81 0.33 1.43
4.40 0.04 0.51 0.58 0.66 0.06 0.26
4.41 0.03 1.00 0.95 1.00 0.07 0.30
4.42 0.07 0.58 0.63 0.70 0.11 0.48
PH
A
S
E
G
D
R
A
I
N
A
G
E
P
L
A
N
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
D4
BASIN 2 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
2.1 0.27 0.85 0.85 0.90 0.55 2.34
2.2 0.22 0.33 0.47 0.53 0.25 1.15
2.3 0.33 0.23 0.40 0.46 0.30 1.38
2.4 1.01 0.24 0.41 0.47 0.87 4.02
2.5 0.93 0.14 0.33 0.39 0.55 2.63
2.7 25.53 0.02 0.25 0.31 9.52 47.52
2.8 0.85 0.77 0.74 0.85 1.44 6.68
2.9 0.44 0.79 0.76 0.86 0.79 3.62
2.10 0.46 0.75 0.72 0.84 0.69 3.24
2.10.1 0.08 0.51 0.60 0.66 0.12 0.52
2.11 0.37 0.79 0.74 0.87 0.66 3.11
2.12 0.16 0.74 0.74 0.82 0.28 1.27
2.13 0.34 0.80 0.75 0.87 0.54 2.51
2.14 0.36 0.73 0.71 0.82 0.62 2.90
2.15 0.27 0.72 0.69 0.82 0.43 2.08
2.16 0.12 0.74 0.73 0.82 0.20 0.91
BASIN 2 RUNOFF SUMMARY
BASIN AREA
(ACRES)% IMP.C2 C100 Q2 (CFS)Q100
(CFS)
2.17 0.46 0.77 0.72 0.86 0.71 3.42
2.18 0.16 0.77 0.74 0.84 0.29 1.31
2.19 0.12 0.77 0.78 0.84 0.22 0.97
2.20 0.64 0.74 0.72 0.83 1.12 5.20
2.21 1.08 0.73 0.70 0.82 1.60 7.57
2.22 0.87 0.60 0.60 0.74 1.09 5.44
2.22.1 0.11 0.82 0.81 0.87 0.22 0.94
2.23 0.50 0.78 0.73 0.87 0.89 4.28
2.24 0.10 0.80 0.80 0.86 0.20 0.85
2.25 0.10 0.80 0.80 0.86 0.20 0.85
2.26 0.81 0.46 0.52 0.63 0.78 3.79
2.27 0.52 0.56 0.57 0.70 0.55 2.73
2.27.1 0.23 0.83 0.82 0.88 0.46 1.99
2.28 0.60 0.82 0.77 0.88 1.12 5.14
2.29 0.37 0.76 0.73 0.84 0.66 3.06
OVERALL BASIN COMPOSITE SUMMARY
BASINS AC IMP.C2 C100 Q2 Q100
2.1-2.29
(POND E)38.41 22.1%0.38 0.45 27.92 133.40
3.1-3.34
(POND A2)14.60 69.1%0.67 0.78 21.52 105.60
4.1-4.42
(POND A1
& NO. 8)
20.99 58.0%0.61 0.71 27.31 126.28
SITE TOTAL 74.00 41.6%0.50 0.59 76.75 365.28
POND E SUMMARY
Q2 IN (CFS)34
Q2 OUT (CFS)1.8
Q100 IN (CFS)198
Q100 OUT (CFS)3.0
2YR VOL (AC-FT)1.5
100YR VOL (AC-FT)16.5
2YR WSEL 4997.43
100YR WSEL 5002.20
1
907904
438
426
430
436 435
437
425
432
427
MAPLE HILL
SUBDIVISION
STORYBOOK
SUBDIVISION
SOD
FARM
ANHEUSER
BUSCH
WATERGLEN
SUBDIVISION
TRAIL HEAD
SUBDIVISION
L&W C
A
N
A
L
NO
.
8
D
I
T
C
H
L&W CANAL
N.
G
I
D
D
I
N
G
S
R
D
.
C&
S
R
A
I
L
R
O
A
D
I-
2
5
RICHARDS LAKE RD. (CR 52)
242
74
73
7
7
36 35
23
5
29
22
9
25
75
72
2
6
9
4
1
23
4
23
1
3
4
237
2
2
7
2
3
2
2
7
22
8
3
2
73
0
30
31
7435
729
7431
725
841
891
37
941942
834
940
7438
726
826
842
829
730
828
822
2
2
3
24
833433
428 8312887
723
23
424
823
MOUNTAIN VISTA DR. (CR 50)
830
32
727
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CO
O
P
E
R
S
L
O
U
G
H
E
X
I
S
T
I
N
G
D
R
A
I
N
A
G
E
P
L
A
N
D5
----
907904
438
POND A2
426
424
430
436 435
437
POND D
425
427
MAPLE HILL
SUBDIVISION
STORYBOOK
SUBDIVISION
SOD
FARM
ANHEUSER
BUSCH
WATERGLEN
SUBDIVISION
TRAIL HEAD
SUBDIVISION
L&W C
A
N
A
L
NO
.
8
D
I
T
C
H
L&W CANAL
N.
G
I
D
D
I
N
G
S
R
D
.
C&
S
R
A
I
L
R
O
A
D
I-
2
5
RICHARDS LAKE RD. (CR 52)
MOUNTAIN VISTA DR. (CR 50)
242
74
.
2
74
.
1
7
7
73
.
2
36 35
23
5
29
22
9
25
75
72
.
2
2
6
3
2
.
1
9
4
1
23
4
23
1
3
4
237
2
2
7
2
3
2
2
6
.
1
2
6
.
2
73
0
30
31
833.1
7435
729
7431
725
841
891
37
822.1
941942
834
940
7438
726
833.2
842
829
730
831
828
822.2
72
.
1
73
.
1
POND E
POND F
POND G2
3
2
826
432
32
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CO
O
P
E
R
S
L
O
U
G
H
I
N
T
E
R
I
M
D
R
A
I
N
A
G
E
P
L
A
N
D6
----
POND SUMMARY
SWMM
ELEMENT
EX. Q100 IN
(CFS)
INT. Q100 IN
(CFS)
EX. Q100
OUT (CFS)
INT. Q100
OUT (CFS)
EX. VOL.
(AC-FT)
INT. VOL.
(AC-FT)
4241 280 280 26 26 6 6
4251 693 693 479 479 62 62
4261 1379 1378 677 676 241 241
4271 137 159 8 7 6 15
4281 103 N/A 0 N/A 13 N/A
4301 231 231 29 29 6 6
4321 176 205 2 2 20 105
4331 1299 N/A 10 N/A 47 N/A
4371 369 369 245 245 7 7
4381 916 916 1 1 124 124
A22 N/A 90 N/A 21 N/A 2
D2 N/A 174 N/A 5 N/A 9
E2 N/A 198 N/A 3 N/A 17
F2 N/A 218 N/A 13 N/A 10
G22 N/A 52 N/A 8.7 N/A 1.1
CO
O
P
E
R
S
L
O
U
G
H
I
N
T
E
R
I
M
D
R
A
I
N
A
G
E
P
L
A
N
D7
----
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
BASIN SUMMARY
BASIN ID AREA (AC)% IMP Q100 (CFS)
17 52 5 140
22 11 5 33
23 31 5 52
24 34 45 280
25 129 5 140
26 155 5 226
27 73 5 139
28 82 10 108
29 269 29 1000
30 34 49 231
31 185 7 309
32 120 6 100
34 129 9 213
37 35 23 148
38 291 5 469
200 34 5 46
201 15 5 61
A1.1 5 61 23
A1.2 3 39 11
A1.3 10 76 57
A2 15 69 91
D 44 60 174
E 15 71 71
F_E 21 60 76
F_D 35 60 141
G1 34 80 130
G1_EX 40 5 31
G2 8 80 52
OS-1 45 20 71
CONVEYANCE SUMMARY
SWMM
ELEMENT
EX. Q100
(CFS)
INT. Q100
(CFS)
23 51 N/A
24 10 N/A
24of 13 N/A
25 693 639
26 318 317
26.1 N/A 13
26.2 N/A 5
27 137 N/A
28 N/A 42
29 662 662
30 308 308
31 319 319
32.1 176 101
32.2 176 163
34 1708 1708
37 136 136
38 479 479
72 362 N/A
73 365 N/A
74 398 N/A
72.1 362 283
72.2 362 266
73.1 365 266
73.2 365 263
74.1 398 250
74.2 398 399
75 402 400
76 346 346
77 956 956
87 48 N/A
223 32 N/A
227 32 32
228 3 N/A
229 684 684
231 1313 1313
232 0 0
234 1332 1332
235 414 414
236 1547 1547
237 199 199
242 665 665
244 317 317
730 32 32
828D 3 N/A
828L 362 N/A
842D 654 654
842L 346 346
940D 310 310
940L 1335 1335
941 312 312
DESIGN POINT SUMMARY
SWMM
ELEMENT
EX. Q100
(CFS)
INT. Q100
(CFS)
28 71 71
31 309 309
32 213 164
37 148 148
38 469 469
723 52 N/A
725 693 693
726 237 237
727 139 N/A
729 1000 1000
730 318 318
822 397 N/A
822.1 N/A 358
822.2 N/A 283
823 58 N/A
826 49 49
828 362 266
829 701 701
830 3 N/A
831 365 266
833 409 N/A
833.1 N/A 263
833.2 N/A 399
834 1777 1777
839 404 404
841 405 403
842 1002 1002
843 654 654
844 346 346
904 677 676
907 479 479
940 1708 1708
941 310 310
942 1335 1335
7430 29 29
7431 1375 1375
7435 415 415
7436 1547 1547
7437 245 245
OUTFALL SUMMARY
SWMM
ELEMENT
EX. Q100
(CFS)
INT. Q100
(CFS)
822 397 N/A
822.1 N/A 358
904 677 676
907 479 479
AA
B
B
A A
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
D8
AA
B
B
A A
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D9
AA
B
B
A A
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D10
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D11
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D12
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D13
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D14
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D15
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D16
SECTION C-C
SECTION B-B
SECTION A-A
DETAIL 1
PLAN
A
A
B
C C
B
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D17
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D18
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D19
FL
O
W
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
D20
STANDARD CONCRETE NOTES
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
811
R1.0
CO
V
E
R
#
UTILITY PLANS FOR
MONTAVA SUBDIVISION PHASE G
ROADWAY AND INFRASTRUCTURE
A PARCEL OF LAND SITUATED IN SECTION 32, TOWNSHIP 8 NORTH,
RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
VICINITY MAP
SITE
”
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R1.1
GE
N
E
R
A
L
N
O
T
E
S
”
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R1.2
GE
N
E
R
A
L
N
O
T
E
S
“"
“”
·
·
·
·
·
·
·
·
“
”
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
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“”
“
”
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T
811
MOUNTAIN VISTA DR.
TI
M
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L
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N
E
R
D
.
MAR
T
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N
/M
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M
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N
T
R
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L
P
L
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N
-
RO
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D
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T
811
MOUNTAIN VISTA DR.
TI
M
B
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R
L
I
N
E
R
D
.
MAR
T
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N
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12
4
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1
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N
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811
CHESAPEAKE DR.
TI
M
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L
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N
E
R
D
.
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R
.
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T
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811
LONGWOOD DR.
TI
M
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L
I
N
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R
D
.
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T
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N
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4
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.
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811
TIMBERLINE RD.
CH
E
S
A
P
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A
K
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D
R
.
MAR
T
I
N
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T
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12
4
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9
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L
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3
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1
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811
TIMBERLINE RD.
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N
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.
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A
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T
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12
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811
LO
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.
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D
.
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T
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N
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.
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811
MAR
T
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N
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T
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N
C
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T
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M
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T
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N
.
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L
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I
T
I
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N
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L
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M
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SE
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R
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SEE SHEET R1.14
SEE SHEET R1.14
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
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L
F
A
X
A
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N
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L
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3
.
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.
6
1
0
0
M
A
R
T
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N
M
A
R
T
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N
.
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M
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T
F
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F
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R1.14
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T
811
VA
U
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T
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T
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U
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T
VAULT
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U
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VA
U
L
T
VAUL
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T
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T
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T
VAULT
VAULT
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T
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T
VA
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T
MONTAVA
PHASE G
#
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
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S
12
4
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T
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3
.
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0
M
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T
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M
A
R
T
I
N
.
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M
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A
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I
S
I
O
N
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STORMWATER MANAGEMENT PLANS FOR
MONTAVA - PHASE G
ROADWAY & INFRASTRUCTURE PLANS
A PARCEL OF LAND SITUATED IN THE SOUTH HALF OF SECTION 32,
TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER,
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MOUNTAIN VISTA DR
MAR
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MOUNTAIN VISTA DR
MAR
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MOUNTAIN VISTA DR
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TIMBERLINE
MAR
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TIMBERLINE
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3
.
6
811
HCL - ROUNDABOUT INSIDE EOP
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
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G
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S
12
4
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L
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RO
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T
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L
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R
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S
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D
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P
811
HCL - ROUNDABOUT MOUNTAIN VISTA DR WEST
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
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N
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R
S
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L
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R3.10
RO
U
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A
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T
P
L
A
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R
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F
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L
E
-
WE
S
T
L
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G
811
HCL - ROUNDABOUT MOUNTAIN VISTA DR EAST
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
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E
R
S
12
4
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9
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T
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L
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3
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1
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A
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T
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L
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R3.11
RO
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N
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A
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T
P
L
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R
O
F
I
L
E
-
EA
S
T
L
E
G
811
HCL - ROUNDABOUT TIMBERLINE RD SOUTH
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
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N
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E
R
S
12
4
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9
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T
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L
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L
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0
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3
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1
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6
1
0
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A
R
T
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R
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.
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M
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T
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E
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L
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S
R3.12
RO
U
N
D
A
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U
T
P
L
A
N
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P
R
O
F
I
L
E
-
SO
U
T
H
L
E
G
811
ROUNDABOUT TIMBERLINE RD NORTH
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
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T
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L
F
A
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L
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3
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3
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6
1
0
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A
R
T
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A
R
T
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M
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E
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L
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N
S
R3.13
RO
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A
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T
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L
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N
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R
O
F
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L
E
-
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R
T
H
L
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G
811
NW QUAD EOP
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
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9
W
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L
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RO
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L
A
N
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R
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L
E
-
NW
Q
U
A
D
811
NE QUAD EOP
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
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W
E
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T
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3
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R3.15
RO
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T
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L
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N
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R
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L
E
-
NE
Q
U
A
D
811
HCL - SE QUAD EOP
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
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N
E
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R
S
12
4
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3
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R
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RO
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L
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P
R
O
F
I
L
E
-
S
E
QU
A
D
811
HCL - SW QUAD EOP
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
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N
E
E
R
S
12
4
9
9
W
E
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T
C
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L
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L
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3
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L
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RO
U
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L
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N
&
P
R
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F
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L
E
-
SW
Q
U
A
D
811
MOUNTAIN VISTA DR.
MOUNTAIN VISTA LT FL 1
FTC DOUBLE CURB INLET
MOUNTAIN VISTA LT FL 2
MOUNTAIN VISTA DR.
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
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9
W
E
S
T
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L
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L
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0
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1
5
30
3
.
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3
1
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6
1
0
0
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A
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T
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M
A
R
T
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.
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M
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T
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T
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L
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N
S
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MO
U
N
T
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I
N
V
I
S
T
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F
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W
L
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N
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S
811
MOUNTAIN
V
I
S
T
A
D
R
TI
M
B
E
R
L
I
N
E
R
D
.
RAB NW FL
FTC DOUBLE CURB INLET
FTC SINGLE CURB INLET
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
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E
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L
A
K
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C
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L
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R
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
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T
F
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R
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MO
N
T
A
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F
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T
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L
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N
S
R3.19
RO
U
N
D
A
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U
T
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W
F
L
O
W
L
I
N
E
811
TI
M
B
E
R
L
I
N
E
R
D
.
RAB NE FL
FTC SINGLE CURB INLET
FTC SINGLE CURB INLET
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
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L
F
A
X
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L
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C
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R
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8
0
2
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5
30
3
.
4
3
1
.
6
1
0
0
M
A
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T
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N
M
A
R
T
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N
.
C
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M
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T
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N
T
A
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N
PH
A
S
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RO
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D
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Y
&
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F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.20
RO
U
N
D
A
B
O
U
T
N
E
F
L
O
W
L
I
N
E
811
TI
M
B
E
R
L
I
N
E
R
D
.
RAB SE FL
TRIPLE TYPR 16 COMBO INLET
FTC DOUBLE CURB INLET
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
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R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
C
O
N
S
T
R
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C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
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RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.21
RO
U
N
D
A
B
O
U
T
S
E
F
L
O
W
L
I
N
E
811
TI
M
B
E
R
L
I
N
E
R
D
.
MOUNTAIN VISTA DR
RAB SW FL
FTC TRIPLE CURB INLET
TRIPLE TYPR 16 COMBO INLET
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
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R
A
D
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
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N
MO
N
T
A
V
A
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U
B
D
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V
I
S
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N
PH
A
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D
W
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&
IN
F
R
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S
T
R
U
C
T
U
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E
P
L
A
N
S
R3.22
RO
U
N
D
A
B
O
U
T
S
W
F
L
O
W
L
I
N
E
811
TIMBERLINE RD.
TIMBERLINE LT FL 1
SINGLE TYPE 16 VALLEY INLET
SINGLE TYPE 16 VALLEY INLET
TIMBERLINE RT FL 1
DOUBLE TYPE 16 VALLEY INLET
SINGLE TYPE 16 VALLEY INLET
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
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D
,
C
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L
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R
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
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O
N
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T
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T
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N
MO
N
T
A
V
A
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B
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V
I
S
I
O
N
PH
A
S
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A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
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E
P
L
A
N
S
R3.23
TI
M
B
E
R
L
I
N
E
F
L
O
W
L
I
N
E
S
811
TIMBERLINE LT FL 2
SINGLE TYPE 16 COMBO INLET
SINGLE TYPE 16 COMBO INLET
FTC SINGLE CURB INLET
SINGLE TYPE 16 VALLEY INLET
TIMBERLINE RT FL 2
FTC DOUBLE CURB INLET
DOUBLE TYPE 16 COMBO INLET
DOUBLE TYPE 16 COMBO INLET
SINGLE TYPE 16 VALLEY INLET SINGLE TYPE 16 VALLEY INLET
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
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D
,
C
O
L
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R
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D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
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O
N
S
T
R
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T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
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N
PH
A
S
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A
D
W
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Y
&
IN
F
R
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S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.24
TI
M
B
E
R
L
I
N
E
F
L
O
W
L
I
N
E
S
811
TIMBERLINE LT FL 3
FTC SINGLE CURB INLET
TIMBERLINE RT FL 3
FTC DOUBLE CURB INLETSINGLE TYPE 16 VALLEY INLET
SINGLE TYPE 16 VALLEY INLET
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
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R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
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N
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T
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N
MO
N
T
A
V
A
S
U
B
D
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V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.25
TI
M
B
E
R
L
I
N
E
F
L
O
W
L
I
N
E
S
811
BE
L
L
F
I
E
L
D
A
V
E
.
MOUNTAIN VISTA DR.
MOUNTAIN VISTA DR.
PA
S
E
O
D
R
.
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
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W
O
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,
C
O
L
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
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N
S
T
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T
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N
MO
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T
A
V
A
S
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B
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N
PH
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D
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&
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F
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T
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E
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L
A
N
S
R3.26
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
A
N
D
R
O
A
D
S
5
AN
D
7
I
N
T
E
R
S
E
C
T
I
O
N
D
E
T
A
I
L
S
811
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
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,
C
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L
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A
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
C
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T
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A
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D
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V
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S
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N
PH
A
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A
D
W
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&
IN
F
R
A
S
T
R
U
C
T
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R
E
P
L
A
N
S
R3.27
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
A
N
D
N
.
TI
M
B
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R
L
I
N
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R
D
.
I
N
T
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R
S
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C
T
I
O
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D
E
T
A
I
L
811
SE
E
S
H
E
E
T
R3
.
2
&
R3
.
2
8
SE
E
S
H
E
E
T
R3
.
2
&
R3
.
2
8
SEE SHEET R3.7 & R3.29
SEE SHEET R3.7 & R3.29
MOUNTAIN VISTA D
R
PA
S
E
O
D
R
WA
D
E
S
T
.
MOUNTAIN VISTA D
R
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
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,
C
O
L
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R
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
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O
N
S
T
R
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C
T
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N
MO
N
T
A
V
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N
PH
A
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A
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&
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F
R
A
S
T
R
U
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T
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E
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L
A
N
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R3.28
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
I
S
L
A
N
D
DE
T
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L
S
811
T
I
M
B
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R
L
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N
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R
D
.
T
I
M
B
E
R
L
I
N
E
R
D
.
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
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E
,
L
A
K
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W
O
O
D
,
C
O
L
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R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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N
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T
A
V
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B
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V
I
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N
PH
A
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A
D
W
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F
R
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S
T
R
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T
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P
L
A
N
S
R3.29
TI
M
B
E
R
L
I
N
E
I
S
L
A
N
D
D
E
T
A
I
L
S
811
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
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W
O
O
D
,
C
O
L
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R
A
D
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
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O
M
NO
T
F
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A
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D
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&
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F
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T
R
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T
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E
P
L
A
N
S
R3.30
TI
M
B
E
R
L
I
N
E
I
N
T
E
R
S
E
C
T
I
O
N
DE
T
A
I
L
S
811
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
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W
O
O
D
,
C
O
L
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R
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
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N
M
A
R
T
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N
.
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O
M
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T
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A
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F
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L
A
N
S
R3.31
TI
M
B
E
R
L
I
N
E
I
N
T
E
R
S
E
C
T
I
O
N
DE
T
A
I
L
S
811
TIMBERLINE TRAIL 1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
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R
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D
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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N
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T
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A
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D
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V
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PH
A
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A
D
W
A
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&
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F
R
A
S
T
R
U
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T
U
R
E
P
L
A
N
S
R3.32
TR
A
I
L
P
L
A
N
&
P
R
O
F
I
L
E
811
TIMBERLINE TRAIL 2 TIMBERLINE TRAIL 3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
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,
L
A
K
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
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N
M
A
R
T
I
N
.
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M
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T
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V
A
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PH
A
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A
D
W
A
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F
R
A
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T
R
U
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T
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R
E
P
L
A
N
S
R3.33
TR
A
I
L
P
L
A
N
&
P
R
O
F
I
L
E
811
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
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,
L
A
K
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,
C
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L
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R
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
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T
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N
M
A
R
T
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N
.
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O
M
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T
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F
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L
A
N
S
R3.34
RO
A
D
W
A
Y
D
E
T
A
I
L
S
STORMLINE I
ST
O
I
1
ST
I
N
L
E
T
I
2
ST INLET I2
ST O I1
ST INLET K4
ST INLET K3
ST MH K2
(CONTINUOUS DEFLECTIVE
SEPARATOR OR
APPROVED EQUIVILANT)
ST O K1
STORMLINE K
ST
I
N
L
E
T
K
3
ST
I
N
L
E
T
K
4
ST
M
H
K
2
ST
O
K
1
ST INLET S3
ST INLET S4
IR-MH-06
ST MH S2
(CONTINUOUS DEFLECTIVE
SEPARATOR OR
APPROVED EQUIVILANT)
IR
-
M
H
-
0
6
STORMLINE S
ST
I
N
L
E
T
S
4
ST
I
N
L
E
T
S
3
ST
M
H
S
2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
I
K
&
S
PL
A
N
A
N
D
P
R
O
F
I
L
E
R3.35
ST MH W2
(CONTINUOUS DEFLECTIVE
SEPARATOR OR
APPROVED EQUIVILANT)
ST MH W3
ST MH W4
ST INLET W6
ST MH O2
(CONTINUOUS DEFLECTIVE
SEPARATOR OR
APPROVED EQUIVILANT)
ST INLET O3
ST INLET O4
ST MH 236
ST INLET W5
STORMLINE W
ST
I
N
L
E
T
W
6
ST
M
H
W
2
ST
M
H
W
3
ST
M
H
W
4
ST
I
N
L
E
T
W
5
IR
-
M
H
-
0
4
STORMLINE O
ST
I
N
L
E
T
O
3
ST
I
N
L
E
T
O
4
ST
M
H
O
2
IR
-
M
H
-
0
3
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
W
&
O
PL
A
N
A
N
D
P
R
O
F
I
L
E
R3.36
ST INLET M2
ST INLET M3
STORMLINE M
ST
I
N
L
E
T
M
2
ST
I
N
L
E
T
M
3
IR-MH-07
ST INLET H5
ST INLET T3
ST INLET T4
ST INLET X3
ST MH X2
ST MH X1
(CONTINUOUS DEFLECTIVE
SEPARATOR OR
APPROVED EQUIVILANT)
ST INLET X1.1
ST INLET X1.2
STORMLINE T
ST
M
H
T
2
ST
I
N
L
E
T
T
3
ST
I
N
L
E
T
T
4
IR
-
M
H
-
0
8
STORMLINE X
IR
-
M
H
-
0
7
ST
M
H
X
1
ST
M
H
X
2
ST
I
N
L
E
T
X
3
LATERAL X1
ST
M
H
X
1
ST
I
N
L
E
T
X
1
.
1
ST
I
N
L
E
T
X
1
.
2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
M
,
T
,
&
X
PL
A
N
A
N
D
P
R
O
F
I
L
E
R3.37
IR-MH-05
ST MH V2
ST INLET V3 (SPECIAL)
ST INLET V4.1
ST MH V5
ST INLET V5.1
ST MH V4
ST INLET V6
LATERAL V4
LATERAL V5
ST
M
H
V
4
ST
M
H
V
5
ST
I
N
L
E
T
V
5
.
1
ST
I
N
L
E
T
V
4
.
1
STORMLINE V
ST
I
N
L
E
T
V
3
(
S
P
E
C
I
A
L
)
ST
M
H
V
2
ST
M
H
V
5
ST
I
N
L
E
T
V
6
ST
M
H
V
4
IR
-
M
H
-
0
5
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
ST
O
R
M
L
I
N
E
V
PL
A
N
A
N
D
P
R
O
F
I
L
E
R3.38
TYPICAL SECTION -
SOIL RIPRAP WITH EROSION
CONTROL FABRIC
SLOPE VARIES
(SEE PLANS)
EROSION CONTROL
BLANKET ON SLOPES 4
HORIZ. TO 1 VERT OR
STEEPER (SEE PLANS)
DESIGN
RIPRAP
GRADE
FINISH GRADE
SOIL RIPRAP
MIX SOIL AND RIPRAP
COMPLETELY (SEE
NOTES)
COMPACT SUBGRADE TO
95% STANDARD
PROCTOR (ASTM D698)
FILL RIPRAP VOIDS COMPLETELY
WITH APPROVED FILL MATERIAL
9+00.00 9+50.00 10+00.00
10+50.00 11+00.00 11+50.00
12+00.00 12+50.00 13+00.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.39
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
C
R
O
S
S
-
S
E
C
T
I
O
N
S
(I
N
T
E
R
I
M
C
O
N
D
I
T
I
O
N
)
13+50.00 14+00.00 14+50.00
15+00.00 15+50.00 16+00.00
16+50.00 17+00.00 17+50.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.40
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
C
R
O
S
S
-
S
E
C
T
I
O
N
S
(I
N
T
E
R
I
M
C
O
N
D
I
T
I
O
N
)
20+00.00 20+50.00
21+00.00 21+50.00 22+00.00
18+00.00 18+50.00 19+00.00
19+50.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.41
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
C
R
O
S
S
-
S
E
C
T
I
O
N
S
(I
N
T
E
R
I
M
C
O
N
D
I
T
I
O
N
)
22+50.00 23+00.00 23+50.00
24+00.00 24+50.00 25+00.00
25+50.00 26+00.00 26+50.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.42
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
C
R
O
S
S
-
S
E
C
T
I
O
N
S
(I
N
T
E
R
I
M
C
O
N
D
I
T
I
O
N
)
27+00.00 27+50.00 28+00.00
28+50.00 29+00.00 29+50.00
30+00.00 30+50.00 31+00.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.43
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
C
R
O
S
S
-
S
E
C
T
I
O
N
S
(I
N
T
E
R
I
M
C
O
N
D
I
T
I
O
N
)
31+50.00 32+00.00 32+50.00
33+00.00 33+50.00 34+00.00
34+50.00 35+00.00 35+50.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.44
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
C
R
O
S
S
-
S
E
C
T
I
O
N
S
(I
N
T
E
R
I
M
C
O
N
D
I
T
I
O
N
)
36+00.00 36+50.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
RO
A
D
W
A
Y
&
IN
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
R3.45
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
C
R
O
S
S
-
S
E
C
T
I
O
N
S
(I
N
T
E
R
I
M
C
O
N
D
I
T
I
O
N
)
55+00.00 55+50.00 56+00.00
56+50.00 57+00.00 57+50.00
58+00.00 58+50.00 59+00.00
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
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59+50.00 60+00.00 60+50.00
61+00.00 61+50.00 62+00.00
62+50.00 63+00.00 63+50.00
MAR
T
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64+00.00 64+50.00 65+00.00
65+50.00 66+00.00 66+50.00
67+00.00 67+50.00 68+00.00
MAR
T
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C
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U
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12
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R3.48
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68+50.00 69+00.00 69+50.00
70+00.00 70+50.00 71+00.00
71+50.00 72+00.00 72+50.00
MAR
T
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R3.49
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73+00.00 73+50.00 74+00.00
MAR
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11+50.00 12+00.00 12+50.00
13+00.00 13+50.00 14+00.00
14+50.00 15+00.00 15+50.00
MAR
T
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16+00.00 16+50.00 17+00.00
17+50.00 18+00.00 18+50.00
19+00.00 19+50.00
MAR
T
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32+50.0031+50.00 32+00.00
33+00.00 33+50.00 34+00.00
34+50.00 35+00.00 35+50.00
MAR
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36+00.00 36+50.00
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T
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D
.
S
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N
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9
+
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0
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3
MAR
T
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G
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S
12
4
9
9
W
E
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T
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L
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A
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L
A
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3
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4
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1
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1
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N
.
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T
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1
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SEE SHEET R4.2
L A N E
R I G H T
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MAR
T
I
N
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AR
T
I
N
C
O
N
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U
L
T
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N
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E
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G
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N
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12
4
9
9
W
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T
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L
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3
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1
0
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M
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N
.
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T
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&
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F
R
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R4.6
KI
D
N
E
Y
B
E
A
N
I
N
T
E
R
S
E
C
T
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O
N
A
L
T
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R
N
A
T
I
V
E
S
·
·
·
·
·
··
·
·
·
N
ARCHED UNDERPASS TYPICAL SECTION
A
A
B5.0
MO
U
N
T
A
I
N
V
I
S
T
A
U
N
D
E
R
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L
NO
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N
D
I
N
F
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M
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T
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N
MAR
T
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N
/M
AR
T
I
N
C
O
N
S
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L
T
I
N
G
E
N
G
I
N
E
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R
S
12
4
9
9
W
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T
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L
F
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X
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E
N
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E
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L
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3
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1
0
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A
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N
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A
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T
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N
.
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T
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A
S
S
P
L
A
N
S
PRELIMINARY PLANS PREPARED
TO SHOW FUTURE UNDERPASS AT
MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
STRUCTURAL NOTES - MOUNTAIN VISTA UNDERPASS
DESIGN DATA
JOINT SECTION A-A
M
O
U
N
T
A
I
N
V
I
S
T
A
D
R
I
V
E
LONGITUDINAL SECTION
B5.1
MO
U
N
T
A
I
N
V
I
S
T
A
U
N
D
E
R
P
A
S
S
GE
N
E
R
A
L
L
A
Y
O
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T
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
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R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
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W
O
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,
C
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L
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
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N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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N
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T
I
O
N
MO
N
T
A
V
A
S
U
B
D
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I
S
I
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N
PH
A
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R
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N
A
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D
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P
A
S
S
P
L
A
N
S
PRELIMINARY PLANS PREPARED
TO SHOW FUTURE UNDERPASS AT
MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
N
UNDERPASS LAYOUT PLAN
UTILITY NOTES:
SOUTH PEDESTRIAN HEADWALL ELEVATION
SOUTH PEDESTRIAN HEADWALL PLAN
WINGWALL A ELEVATION B5.2
MO
U
N
T
A
I
N
V
I
S
T
A
U
N
D
E
R
P
A
S
S
CO
N
S
T
R
U
C
T
I
O
N
L
A
Y
O
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T
-
S
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T
H
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
C
O
N
S
T
R
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T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
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N
PH
A
S
E
G
FU
T
U
R
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P
R
E
L
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M
I
N
A
R
Y
UN
D
E
R
P
A
S
S
P
L
A
N
S
PRELIMINARY PLANS PREPARED
TO SHOW FUTURE UNDERPASS AT
MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
UNDERDRAIN DETAIL
FOOTING STEP DETAIL
N
ARCHITETURAL FORMLINER DETAIL
NORTH PEDESTRIAN HEADWALL ELEVATION
NORTH PEDESTRIAN HEADWALL PLAN
B5.3
MO
U
N
T
A
I
N
V
I
S
T
A
U
N
D
E
R
P
A
S
S
CO
N
S
T
R
U
C
T
I
O
N
L
A
Y
O
U
T
-
N
O
R
T
H
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
FU
T
U
R
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P
R
E
L
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M
I
N
A
R
Y
UN
D
E
R
P
A
S
S
P
L
A
N
S
PRELIMINARY PLANS PREPARED
TO SHOW FUTURE UNDERPASS AT
MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
N
HEADWALL REINFORCING ELEVATION
SECTION SECTION SECTIONSECTION
SECTION
SECTION
B5.4
MO
U
N
T
A
I
N
V
I
S
T
A
U
N
D
E
R
P
A
S
S
HE
A
D
W
A
L
L
D
E
T
A
I
L
S
MAR
T
I
N
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AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
C
O
N
S
T
R
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C
T
I
O
N
MO
N
T
A
V
A
S
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B
D
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V
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S
I
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N
PH
A
S
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FU
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N
A
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D
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P
A
S
S
P
L
A
N
S
PRELIMINARY PLANS PREPARED
TO SHOW FUTURE UNDERPASS AT
MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
SECTION
SECTION
EXCAVATION AND BACKFILL DETAILS
WINGWALL DETAILUNDERPASS DETAIL
B5.5
MO
U
N
T
A
I
N
V
I
S
T
A
U
N
D
E
R
P
A
S
S
WI
N
G
W
A
L
L
D
E
T
A
I
L
S
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
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L
O
R
A
D
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8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
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R
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O
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S
T
R
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T
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O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
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FU
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U
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P
R
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I
N
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D
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P
A
S
S
P
L
A
N
S
PRELIMINARY PLANS PREPARED
TO SHOW FUTURE UNDERPASS AT
MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
NORTH SECURITY GRATE (TEMPORARY) AND FENCE PLAN
SOUTH SECURITY GRATE (TEMPORARY) AND FENCE PLAN
TYPICAL SECURITY GRATE (TEMPORARY) ELEVATION
TEMPORARY SECURITY FENCE
BASE PLATE PLAN
TIMBER FENCE RAILING DETAIL
TIMBER FENCE ELEVATION TIMBER FENCE SECTION A-A
A
A
B5.6
TE
M
P
O
R
A
R
Y
G
R
A
T
E
A
N
D
TI
M
B
E
R
R
A
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D
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T
A
I
L
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MAR
T
I
N
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AR
T
I
N
C
O
N
S
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L
T
I
N
G
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N
G
I
N
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S
12
4
9
9
W
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T
C
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F
A
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A
V
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L
A
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5
30
3
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1
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6
1
0
0
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A
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M
A
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.
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D
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P
A
S
S
P
L
A
N
S
PRELIMINARY PLANS PREPARED
TO SHOW FUTURE UNDERPASS AT
MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
IR-MH-02
BOX BASE MH
IR-MH-04
BOX BASE MH
IR-MH-03
BOX BASE MH
IR-MH-01
BOX BASE MH
822.1
822.2
NO.8 DITCH PIPE
IR
-
M
H
-
0
2
12
8
"
C
D
O
T
BO
X
B
A
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M
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-
M
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12
8
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D
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M
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-
M
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1
12
8
"
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A
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H
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3
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A
N
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-
M
H
-
0
4
12
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"
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3
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.
A
C
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MAR
T
I
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C
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T
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G
E
N
G
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12
4
9
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W
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C
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F
A
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L
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8
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1
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M
A
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T
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M
A
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N
.
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8
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1
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+
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2
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+
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IR-MH-06
BOX BASE MH
IR-MH-08
BOX BASE MH
IR-MH-09
BOX BASE MH
831
828
IR-MH-07
BOX BASE MH
IR-MH-05
BOX BASE MH
NO.8 DITCH PIPE
IR
-
M
H
-
0
8
12
8
"
C
D
O
T
BO
X
B
A
S
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M
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-
M
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0
5
12
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D
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M
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IR
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M
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7
12
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M
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12
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C
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R
I
N
G
A
N
D
C
O
V
E
R
R6.1
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
P
L
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
2
1
+
0
0
T
O
3
2
+
0
0
IR-MH-10
BOX BASE MH
IR-MH-11
BOX BASE MH
MAPLE HILL
SUBDIVISION
833.1
NO.8 DITCH PIPE
IR
-
M
H
-
1
0
IR
-
M
H
-
1
1
4'
C
D
O
T
T
-
B
A
S
E
M
H
∅
A
C
C
E
S
S
M
A
N
H
O
L
E
W/
3
6
"
R
I
N
G
A
N
D
C
O
V
E
R
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
P
L
A
N
A
N
D
P
R
O
F
I
L
E
ST
A
.
3
2
+
0
0
T
O
4
3
+
0
0
R6.2
A
A
833.2
NO. 8 DITCH DIVERSION
A-A
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
D
I
V
E
R
S
I
O
N
P
L
A
N
A
N
D
PR
O
F
I
L
E
R6.3
1
DESIGN
POINT
Q100
PROP.
(CFS)
Q100 EX.
(CFS)
833.2 399 409
833.1 263 409
831 266 365
828 266 362
822.2 283 362
822.1 358 397
DIVERSION TABLE
Q100 DIVERTED AT DP
833.2 164 CFS
Q100 REMAINING IN NO.8
AFTER DP 833.2 235 CFS
833.1
IR-MH-01
BOX BASE MH
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
H
E
A
D
W
A
L
L
T
I
E
-
I
N
B
L
O
W
U
P
S
R6.4TYPICAL SECTION -
VOID FILLED RIPRAP WITH
EROSION CONTROL FABRIC
MIX REQUIREMENTS FOR UDFCD TYPE-M AND TYPE-H VOID-FILLED RIPRAP (D50 = 12 TO 18 INCH)
APPROPRIATE
PROPORTIONS
(BY VOLUME)
MATERIAL
TYPE
MATERIAL DESCRIPTION
6 PARTS RIPRAP D50 = 12-INCH (UDFCD TYPE-M) OR D50 = 18-INCH (UDFCD
TYPE-H)
2 PARTS VOID-FILL
MATERIAL
7-INCH MINUS CRUSHED ROCK SURGE (100% PASSING 7-INCH
SIEVE, 80-100% PASSING 6-INCH SIEVE, 35-50% PASSING
3-INCH SIEVE, 10-20% PASSING 1½-INCH SIEVE)
1 PART VOID-FILL
MATERIAL
VTC (VEHICLE TRACKING CONTROL) ROCK (CRUSHED ROCK
WITH 100% PASSING 4-INCH SIEVE, 50-70% PASSING 3-INCH
SIEVE, 0-10% PASSING 2-INCH SIEVE)
1 PART VOID-FILL
MATERIAL
4-INCH MINUS PIT RUN SURGE (ROUND RIVER ROCK AND
SAND, WELL GRADED, 90-100% PASSING 4-INCH SIEVE, 70-80%
PASSING 1½-INCH SIEVE, 40-60% PASSING ⅜-INCH SIEVE,
10-30% PASSING #16 SIEVE)
1 PART VOID-FILL
MATERIAL
TYPE II BEDDING (CRUSHED ROCK WITH 100% PASSING 3-INCH
SIEVE, 20-90% PASSING ¾-INCH SIEVE, 0-20% PASSING #4
SIEVE, 0-3% PASSING #200 SIEVE)
1/2 TO 1 PART VOID-FILL
MATERIAL
NATIVE TOPSOIL
VOID-FILLED RIPRAP PLACEMENT AND GRADATION
RIRAP
DESIGNATION
% SMALLER THAN
GIVEN SIZE BY WEIGHT
INTERMEDIATE ROCK
DIMENSION (INCHES)
D50* (INCHES)
TYPE VL 70 - 100 12 6
50 - 70 9
35 - 50 6
2 - 10 2
TYPE L 70 - 100 15 9
50 - 70 12
35 - 50 9
2 - 10 3
TYPE M 70 - 100 21 12
50 - 70 18
35 - 50 12
2 - 10 4
TYPE H 70 - 100 30 18
50 - 70 24
35 - 50 18
2 - 10 6
*D50 = MEAN ROCK SIZE
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
R6.5
NO
.
8
A
C
C
E
S
S
T
R
A
I
L
H
O
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
NO. 8 ACCESS TRAIL TIMBERLINE TO NORTH HEADWALL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
A
C
C
E
S
S
T
R
A
I
L
P
L
A
N
&
P
R
O
F
I
L
E
R6.6
NO. 8 ACCESS TRAIL TIMBERLINE TO NORTH HEADWALL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
A
C
C
E
S
S
T
R
A
I
L
P
L
A
N
&
P
R
O
F
I
L
E
R6.7
NO. 8 ACCESS TRAIL TIMBERLINE TO SOUTH HEADWALL
NO. 8 ACCESS TRAIL TO NORTH HEADWALL
NO. 8 ACCESS TRAIL TIMBERLINE TO NORTH HEADWALL
R6.8
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
A
C
C
E
S
S
T
R
A
I
L
P
L
A
N
&
P
R
O
F
I
L
E
A
A
B
B
FUTURE UNDERPASS DRAIN AND WET WELL
A: FUTURE NORTH TRENCH DRAIN
B: FUTURE SOUTH TRENCH DRAIN
R6.9
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
FU
T
U
R
E
U
N
D
E
R
P
A
S
S
T
R
E
N
C
H
D
R
A
I
N
P
N
P
(F
O
R
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
)
FUTURE PEDESTRIAN UNDERPASS
(NOT FOR CONSTRUCTION)
TIMBER FENCE RAILING DETAIL
TIMBER FENCE ELEVATION TIMBER FENCE SECTION A-A
A
A
TIMBER FENCE GATE ELEVATION
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
R7.0
STRUCTURAL NOTES - NO. 8 IRRIGATION DITCH STRUCTURES
DESIGN DATA
EXCAVATION AND BACKFILL DETAILS
MANHOLE DETAIL WINGWALL DETAIL
N
SOUTH HEADWALL PLAN
SOUTH HEADWALL ELEVATION
UNDERDRAIN DETAIL
FOOTING STEP DETAIL
TYPICAL CONTROL JOINT
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
O
U
T
H
H
E
A
D
W
A
L
L
L
A
Y
O
U
T
R7.1
SECTION
SECTION
NO
.
8
D
I
T
C
H
S
O
U
T
H
H
E
A
D
W
A
L
L
D
E
T
A
I
L
S
R7.2
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NORTH HEADWALL PLAN
NORTH HEADWALL ELEVATION
N
RESTRICTOR PLATE ELEVATION
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
N
O
R
T
H
H
E
A
D
W
A
L
L
L
A
Y
O
U
T
R7.3
SECTION
SECTION
SECTION
SECTION SAFETY GRATE ELEVATIONA
A
SECTION A-A
NO
.
8
D
I
T
C
H
N
O
R
T
H
H
E
A
D
W
A
L
L
D
E
T
A
I
L
S
R7.4
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
·
·
·
N
MANHOLE IR-MH-01 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
LATERAL RCP PENETRATION DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
1
R7.5
N
MANHOLE IR-MH-02 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
2
R7.6
N
MANHOLE IR-MH-03 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
3
R7.7
N
MANHOLE IR-MH-04 LAYOUT PLAN
SECTION
BOX BASE WALL REINFORCING PLAN
SECTION
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
4
R7.8
N
MANHOLE IR-MH-05 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
5
R7.9
N
MANHOLE IR-MH-06 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
6
R7.10
N
MANHOLE IR-MH-07 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
7
R7.11
N
MANHOLE IR-MH-08 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
8
R7.12
N
MANHOLE IR-MH-09 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
0
9
R7.13
N
MANHOLE IR-MH-10 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
1
0
R7.14
N
MANHOLE IR-MH-11 LAYOUT PLAN
SECTION SECTION
BOX BASE WALL REINFORCING PLAN
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
NO
.
8
D
I
T
C
H
S
P
E
C
I
A
L
I
R
-
M
H
-
1
1
R7.15
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
PR
E
C
A
S
T
C
B
C
D
E
T
A
I
L
S
R7.16
CULVERT END SECTION
CONNECT TO EXIST.
16" WATER MAIN
16" 45D BEND W/T.B.
16" 45D BEND W/T.B.
16" 45D BEND W/T.B.
16" 45D BEND W/T.B.
16"x8" TEE W/T.B.
AIR VAC COMBO
W/VALVE
8" CAP W/T.B.
8" GATE VALVE
8"x6" TEE W/T.B.
& 6" GATE VALVE
FHY ASSEMBLY
MOUNTAIN VISTA WATERLINE A
CO
N
N
E
C
T
T
O
E
X
I
S
T
.
16
"
W
A
T
E
R
M
A
I
N
16
"
4
5
D
B
E
N
D
W
/
T
.
B
.
16
"
4
5
D
B
E
N
D
W
/
T
.
B
.
16
"
4
5
D
B
E
N
D
W
/
T
.
B
.
16
"
4
5
D
B
E
N
D
W
/
T
.
B
.
16
"
x
8
"
T
E
E
W
/
T
.
B
.
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
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2 SY RE
2 SY RE
2 SY RE
2 SY RE
2 SY RE
2 PR SP
2 GY DI
10 EP MI
5 EP MI
5 SY AL
3 PR PB
6 PR PB
3 YU GL
15 GE TI
7 GE TI
6 AR NO
5 EP MI
7 BO GR
LANDSCAPE
BOULDER, TYP.
8 SO NU
8 SO NU
10 BO CU
6 BO CU
15 BO CU
15 BO CU
4 AR LU
5 AR LU
6 OE CA
9 SP CO
9 SP CO6 ER UM
3 ER UM
6 BE LY
7 SP CO
6 BE LY
7 MA SS
3 YU GL
3 YU GL
4 YU GL
7 YU GL
3 PR PB
9 PR PB
9 PR PB
6 AR CO
7 AR NO
8 AR NO
8 AR NO
8 AR NO
7 AR NO
7 AR NO
8 SY AL
4 PR PB
4 PR PB
10 SY AL
19 GE TI
13 YU GL
22 CH NA
3 AT GA
8 CH NA
16 KR LA
2 PR SP
6 EP MI
11 BO CU
DECISION SIGHT DISTANCE
(DSD) TRIANGLE BOUNDARY
LINE. ISD AREA LIMITS
PLANTING HEIGHT TO 30"
DECISION SIGHT DISTANCE
(DSD) TRIANGLE BOUNDARY
LINE. ISD AREA LIMITS
PLANTING HEIGHT TO 30"
DECISION SIGHT DISTANCE (DSD)
TRIANGLE BOUNDARY LINE. ISD AREA
LIMITS PLANTING HEIGHT TO 30"
INTERSECTION SIGHT DISTANCE (ISD) TRIANGLE
BOUNDARY LINE. ISD AREA LIMITS PLANTING
HEIGHT TO 30" ON MEDIAN NOSES, TREE LAWN
EDGES, AND RAB PLANT BED ADJACENT TRUCK
APRON WITHIN BOUNDARY LINE. PLANTING
HEIGHT RESTRICTION DO NOT APPLY TO
CENTER PLANTING AREA OF RAB PER LUCASS
STANDARDS APPENDIX i - FIGURE 4
DECISION SIGHT DISTANCE (DSD)
TRIANGLE BOUNDARY LINE. ISD AREA
LIMITS PLANTING HEIGHT TO 30"
CRUSHER
FINES VEHICLE
PULL-OFF, TYP.
VAU
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VAU
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VAU
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Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
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Date:
Revision:
L1
Date:
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11/15/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES
OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN
THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK
AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN
THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO
CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR
RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
LEGEND
DECIDUOUS TREE
ORNAMENTAL TREE
SHRUBS
SEE SHEET L3 FOR MULCH
SEE NOTES SHEET L14
STANDARD GREY CONCRETE
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
MA
T
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S
E
E
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L
2
NOTE:
THE DEVELOPER AND ITS
SUCCESSOR(S) IN INTEREST
WILL BE RESPONSIBLE FOR THE
MAINTENANCE OF THE MEDIANS
AND ROUNDABOUT. SEE
DEVELOPMENT AGREEMENT
FOR ALTERNATIVES
RO
A
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KEY MAP
L1 L2
STREETSCAPE PROJECT DESCRIPTION:
DESIGN BASED ON THE 2021 URBAN
STREETSCAPE STANDARDS WITH THE
FOLLOWING NOTES. PROJECT UTILIZED SALT
TOLERANT PLANTS. MEDIAN DESIGN MOVED
UTILIZED 90% BARK MULCH, WITH LIMITED
COBBLE MULCH, TO ALLOW THE ABILITY FOR
PLANTS TO SPREAD NATURALLY, AND FOR
THE SOIL TO BE AMENDED AS NEEDED.
AND BOULDER TYPES
MOUNTAIN VISTA DRIVE
1 PR SP
3 PR SP
3 PR SP
2 AC SA
2 GY DI
2 AC SA
8 BO GR
14 BO GR
7 SP CO
5 BE LY
11 SP CO
7 ER UM
7 SP CO
5 ER UM
7 GE TI
5 YU GL
8 GE TI
2 YU GL
4 YU GL
9 GE TI
19 AR CO
10 AR CO
7 SY AL
5 CH NA
5 CH NA
8 CH NA
7 KR LA
5 AT GA
6 AT GA
9 BO GR
9 BO GR
DECISION SIGHT DISTANCE
(DSD) TRIANGLE BOUNDARY
LINE. ISD AREA LIMITS
PLANTING HEIGHT TO 30"
MULCH PER PLANSPECIFIED BACKFILL MATERIAL, WATER
AND TAMP TO REMOVE AIR POCKETS
CONSTRUCT WATERING RING AROUND
SHRUB AT EDGE OF PLANTING PIT
TO CONTAIN WATER TO A DEPTH OF 2"
2X ROOTBALL DIAMETER
SCARIFY SIDES AND BOTTOM
PROVIDE FERTILIZER PACKETS,
AS / IF SPECIFIED
PLANT ROOT BALL SLIGHTLY ABOVE GRADE
INSTALL WOOD MULCH RING TO EXTENTS
OF AROUND BASE TO A DEPTH OF 4".
DISH MULCH AWAY FROM PLANT
STEMS. MULCH SHALL NOT CONTACT
LEAVES OR STEMS OF PLANT.
36
"
T
O
4
8
"
6'
M
I
N
.
2 TIMES ROOTBALL DIA.
1" WIDE FABRIC WEBBING WITH GROMMETS &
GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN.
BREATHABLE PAPER OF FABRIC TREE WRAP APPLIED
FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER
FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER
BARK. USE MASKING TAPE TO SECURE.
INSTALL 3' DIA. WOOD MULCH RING AROUND BASE TO A
DEPTH OF 4".
BACKFILL MATERIAL
REMOVE TWINE, ROPE, WIRE, AND BURLAP FROM ENTIRE
ROOT BALL.
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOT BALL DOES NOT SHIFT
UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT
BALL TO PREVENT SETTLING.
(3) 2"Ø x 6' LODGEPOLE WOODEN TREE STAKES. ADJUST
TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW,
FIRST BRANCHES. TREE STAKES TO BE DRIVEN OUTSIDE
OF ROOT BALL.
TREES NOT WITHIN IRRIGATED TURF SHALL HAVE A
6" HIGH EARTHEN SAUCER BEYOND EDGE OF ROOT
BALL.
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Sheet Number:
Project Number:
Pr
o
j
e
c
t
:
Cl
i
e
n
t
:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
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Revision:
L2
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1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS
NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY.
THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN
THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON
CERTIFICATE OF OCCUPANCY.
2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION
OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE
LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL
APPROVAL OF EACH PHASE.
3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH
ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE
PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY
CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED
LANDSCAPE CONTRACTOR.
4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL
MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY
DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED
SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE.
5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED
TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET
SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE
EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS
APPROVED BY THE CITY TO MEET SEPARATION STANDARDS.
STREET TREE NOTES:
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED
ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT
SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A
VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY
ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF
NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND
BURLAP OR EQUIVALENT.
2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS
SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE
REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO
THE ISSUANCE OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC
POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL
BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE
ALTERNATIVE APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE
ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION
SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE
APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW
SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE
INCORPORATED INTO THE CONSTRUCTION PROCESS. \
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION
ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND
LANDSCAPING.
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH
CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS,
SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL
AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A
DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT
LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF
LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN
CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE
PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE
REQUIREMENTS SET FORTH IN SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND
HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND
HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE
INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR
ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE
OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER
LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE
PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE
APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY
RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION.
ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL
LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED
PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE
PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS
SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN
24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION
OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY
FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT
AND OF AN OPEN DESIGN.
10.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT
THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT
CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS
PLAN.
11.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS
REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN
CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE
QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED.
ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PARKS
DEPARTMENT PRIOR TO INSTALLATION.
12.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.
13.SEE DEVELOPMENT AGREEMENT FOR INSTALLATION, MAINTENANCE, INSPECTION, ETC. REQUIREMENTS
FOR MEDIANS AND ROUNDABOUT
14.REGULATORY SIGNS MUST BE LOCATED A MINIMUM OF FIVE (5) FEET AWAY FROM ADJACENT TREES.
GENERAL LANDSCAPE NOTES:
1.AS PER THE ECS'S RECOMMENDATION, A GROUND CLEARANCE NESTING SURVEY WILL BE PROVIDED
SEVEN DAYS PRIOR TO INITIATION OF CONSTRUCTION.
NOTES:
LEGEND
DECIDUOUS TREE
ORNAMENTAL TREE
SHRUBS
STANDARD GREY CONCRETE
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
PERENNIALS
SCALE:NTS2TREE PLANTING DETAIL
SCALE:NTS3SHRUB PLANTING DETAIL
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
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PLANT LIST - ROUNDABOUT
KEY MAP
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SEE SHEET L3 FOR MULCH
AND BOULDER TYPES
NOTE:
THE DEVELOPER AND ITS SUCCESSOR(S)
IN INTEREST WILL BE RESPONSIBLE FOR
THE MAINTENANCE OF THE MEDIANS AND
ROUNDABOUT. SEE DEVELOPMENT
AGREEMENT FOR ALTERNATIVES
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MOUNTAIN VISTA DRIVE
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(3) A
(1) B
(1) B
(3) A
(1) B
(1) B
(3) A
(1) B
(1) B
(2) B
(2) A
(1) B
(1) A
(1) A
(1) B
(1) B
(1) A
(1) B
AA BB
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(1) A
(1) A
(1) B
(1) A
(1) B
(1) A
(1) A
(1) B
(1) A
DSD TRIANGLE BOUNDARY
LINE, SEE SHEET L1
DSD TRIANGLE BOUNDARY
LINE, SEE SHEET L1
DSD TRIANGLE BOUNDARY
LINE, SEE SHEET L1
DSD TRIANGLE BOUNDARY
LINE, SEE SHEET L1
ISD TRIANGLE BOUNDARY
LINE, SEE SHEET L1
MOUNTAIN VISTA DRIVE
(2) A
(1) B
(1) B
AAB BAB
AABA B
A B BAB
AAB
AABA
(2) A
(3) B
(1) B
(2) A
(1) B
(1) B
(3) A
(2) A
(2) B
(1) B
(1) A
DSD TRIANGLE BOUNDARY
LINE, SEE SHEET L1
A
B
A
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Sheet Number:
Project Number:
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
LEGEND
ORGANIC MULCH
STANDARD GREY CONCRETE
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2'x4' (2 TON) BOULDER
2'x3' (1-1/2 TON) BOULDER
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1.BOULDERS SHALL BE LOCATED 24” FROM BOC IN MEDIAN AND STREETSCAPES
2.BOULDERS TO HAVE A MAXIMUM HEIGHT OF 18” ABOVE FINISH GRADE IN MEDIAN AND STREETSCAPES
3.PROVIDE 12" MIN. SEPARATION BETWEEN BOULDERS AND IRRIGATION INFRASTRUCTURE
NOTES:
STABILIZED CRUSHER FINES
NOTE:
THE DEVELOPER AND ITS
SUCCESSOR(S) IN INTEREST
WILL BE RESPONSIBLE FOR THE
MAINTENANCE OF THE MEDIANS
AND ROUNDABOUT. SEE
DEVELOPMENT AGREEMENT
FOR ALTERNATIVES
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3 QU MU
1 CA SP
3 UL DA
2 CE OC
2 GY DI
3 UL JA
2 UL JA
4 QU MU
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STOP
1 MA RR
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BENCH TYPE 2
BENCH TYPE 2, TYP.
VAULT
3 CE OC
2 QU MU
2 CO CO
3 CO CO
14'
BENCH TYPE 2, TYP.STOP
36
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2 TIMES ROOTBALL DIA.
1" WIDE FABRIC WEBBING WITH GROMMETS &
GALVANIZED WIRE OR CABLE, TWIST WIRE TO TIGHTEN.
BREATHABLE PAPER OF FABRIC TREE WRAP APPLIED
FROM TRUNK FLARE TO FIRST BRANCH. WRAP PAPER
FROM BOTTOM UP WITH SUFFICIENT OVERLAP TO COVER
BARK. USE MASKING TAPE TO SECURE.
INSTALL 3' DIA. WOOD MULCH RING AROUND BASE TO A
DEPTH OF 4".
BACKFILL MATERIAL
REMOVE TWINE, ROPE, WIRE, AND BURLAP FROM ENTIRE
ROOT BALL.
TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOT BALL DOES NOT SHIFT
UNEXCAVATED OR COMPACTED MOUND UNDER THE ROOT
BALL TO PREVENT SETTLING.
(3) 2"Ø x 6' LODGEPOLE WOODEN TREE STAKES. ADJUST
TREE STAKE SO THAT TOP IS LEVEL WITH, OR JUST BELOW,
FIRST BRANCHES. TREE STAKES TO BE DRIVEN OUTSIDE
OF ROOT BALL.
TREES NOT WITHIN IRRIGATED TURF SHALL HAVE A
6" HIGH EARTHEN SAUCER BEYOND EDGE OF ROOT
BALL.
Sheet Number:
Project Number:
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Cl
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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11/15/2023
1734
0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES
OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN
THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK
AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN
THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO
CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR
RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
LEGEND
DECIDUOUS TREE
ORNAMENTAL TREE
IRRIGATED SOD
SEE NOTES SHEET L14
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KEY MAP
1
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SCALE:NTS3TREE PLANTING DETAIL
SCALE:1" = 30'-0"2 PARK FRONTAGE
SCALE:1" = 30'-0"1 PARK FRONTAGE
NOTES
1) TYPE 2 BENCH SHALL BE KENNETH LYNCH
& SONS 1939 WORLDS FAIR BENCH OR
SIMILAR
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NOTE:
LANDSCAPE, IRRIGATION, AND
BENCHES ON THE PARK FRONTAGE
SHEETS (ADJACENT TO THE FUTURE
COMMUNITY PARK SITE) SHALL BE
MAINTAINED BY THE DEVLEOPER
UNTIL FUTURE COMMUNITY PARK IS
COMPLETED. THEN THESE AREAS
SHALL BE MAINTAINED BY CITY OF
FORT COLLINS PARKS.
Sheet Number:
Project Number:
Pr
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Cl
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
C:
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Produced by:
Date:
Revision:
L2
Date:
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1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS
NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY.
THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN
THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON
CERTIFICATE OF OCCUPANCY.
2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE COMPLETION
OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE
LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE FINAL
APPROVAL OF EACH PHASE.
3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE WITH
ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE
PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY
CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A QUALIFIED
LANDSCAPE CONTRACTOR.
4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL FINAL
MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY
DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN APPROVED
SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE.
5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE ADJUSTED
TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET
SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE OF THE LOT TO THE
EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE INSTALLED UNLESS A REDUCTION IS
APPROVED BY THE CITY TO MEET SEPARATION STANDARDS.
STREET TREE NOTES:
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED
ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT
SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A
VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY
ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE - FREE OF ANY DEFECTS, OF NORMAL
HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT.
2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE
IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND
APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM.
ALL SHRUB BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC
DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE CITY WITH THE
IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE
INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR
MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS.
DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF
A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED
INTO THE CONSTRUCTION PROCESS. \
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY
SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND LANDSCAPING.
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY
CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE
THOUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE
THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES
BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL
AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY
CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED
AREAS, OR AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT
WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND
HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY
GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE
SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125%
OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR
ANY BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE
ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME
MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR
SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE
OF ALL LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM
DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL
BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY
REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS
SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24"
SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION OF
DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN
THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN
DESIGN.
10.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE
PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH
NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.
11.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY
SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE
CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE
PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES
AND LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.
12.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.
13.REGULATORY SIGNS MUST BE LOCATED A MINIMUM OF FIVE (5) FEET AWAY FROM ADJACENT TREES.
GENERAL LANDSCAPE NOTES:
1.AS PER THE ECS'S RECOMMENDATION, A GROUND CLEARANCE NESTING SURVEY WILL BE PROVIDED SEVEN
DAYS PRIOR TO INITIATION OF CONSTRUCTION.
NOTES:
GROUND COVERS
TURF MASTER
IRRIGATED SOD
SEE LEGEND FOR LOCATIONS
90/10 FESCUE BLEND
TREE LIST - PARK FRONTAGE
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NOTE:
LANDSCAPE, IRRIGATION, AND
BENCHES ON THE PARK FRONTAGE
SHEETS (ADJACENT TO THE FUTURE
COMMUNITY PARK SITE) SHALL BE
MAINTAINED BY THE DEVLEOPER
UNTIL FUTURE COMMUNITY PARK IS
COMPLETED. THEN THESE AREAS
SHALL BE MAINTAINED BY CITY OF
FORT COLLINS PARKS.
*ALL PIPING, VALVES, VALVE BOXES, SPRINKLERS, DRIP COMPONENTS,
IRRIGATION INFRASTRUCTURE, AND ALL WATER EMISSION DEVICES
SHALL BE MARKED PURPLE TO INDICATE USE WITH NON-POTABLE
WATER.
NON-POTABLE NOTE
ESTIMATED ANNUAL WATER USE
THE IRRIGATION SYSTEM AS SHOWN ON THIS PLAN HAS AN ESTIMATED ANNUAL
WATER USE OF 41,920 GALLONS. TO VERIFY EFFICIENT IRRIGATION SYSTEM
OPERATION, THE OWNER SHALL COMPARE THIS ESTIMATED IRRIGATION WATER
USE WITH ACTUAL WATER USE, AS RECORDED ON SITE, AFTER ALL PLANT
MATERIAL HAS BEEN ESTABLISHED.
THE ESTIMATED ANNUAL IRRIGATION WATER USE OF THIS SYSTEM IS BASED ON
30-YEARS AVERAGE EVAPOTRANSPIRATION RATES (ET) FOR THE LOCAL AREA
AND TYPICAL NEW IRRIGATION SYSTEM EQUIPMENT EFFICIENCIES. MAJOR
DEVIATIONS FROM THIS ESTIMATE USE SHOULD BE BROUGHT TO THE ATTENTION
OF THE OWNER AND CURRENT IRRIGATION MAINTENANCE COMPANY AT THE
TIME OF THE DEVIATION.
TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION AND WATER USE, AN
IRRIGATION SYSTEM EVALUATION AND AUDIT SHOULD BE PERFORMED.
1.THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE
IRRIGATION SYSTEM OF 80 PSI, AT A DESIGN FLOW OF 25 GPM AT THE 1-INCH
IRRIGATION POINT-OF-CONNECTION (POC). TAP, METER, BACKFLOW
PREVENTER, MASTER VALVE AND FLOW METER SHALL BE SIZED AS INDICATED
IN THE DRAWING LEGEND. VERIFY PRESSURE AND FLOW ON SITE PRIOR TO
CONSTRUCTION.
2.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND
INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO
CONSTRUCTION.
3.COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION.
4.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM
WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE
DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE
ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND,
NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH
OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S
REPRESENTATIVE.
5.THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD
BE NOTED:
A.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE
PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN
LANDSCAPED AREAS WHENEVER POSSIBLE.
B.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE
PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID
CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS,
AND ARCHITECTURAL FEATURES.
C.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE
BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS NOT
ALLOWED.
6.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE
COMPLETION OF THE PROJECT:
A.TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED
VALVES.
7.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF
IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND
ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE
INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH
PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT
INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION
CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF
THE PIPE PASSING THROUGH.
8.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE
LOCAL ELECTRIC UTILITY CODES.
9.THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF
UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE
UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE
UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE
NOTED IN THE LEGEND.
10.INSTALL ONE (1) #14 AWG TWO-WIRE PAIR ON TWO-WIRE SYSTEMS, FOR USE
AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH
DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. TRACING WIRE
TO BE INSTALLED ENTIRE LENGTH OF MAINLINE.
CONSTRUCTION NOTES INSTALLATION GENERAL NOTES
THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE
DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY
OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW
PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED. VERIFY
EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE.
PEDESTAL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE
LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER
WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL
THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR
MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS,
NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE
APPROVED BY OWNER'S REPRESENTATIVE.
MAINLINE AND CONTROL WIRE STUB OUT PLACED IN 10" ROUND VALVE BOX
WITH ISOLATION GATE VALVE.
IRRIGATION LEGEND
CONTROLLER CHART 'A'
CONTROLLER RUNTIMES
*WIRES SHALL BE TESTED AT EVERY LOCATION WHERE THE WIRES CROSS
ROADWAYS AND AT EVERY GROUND LOCATION (INCLUDING VALVE BOX GROUND
AND END OF RUN GROUNDS).
*LANDSCAPE AND IRRIGATION ON THESE ROADWAY AND INFRASTRUCTURE PLAN
SHEETS SHALL BE MAINTAINED BY CITY OF FORT COLLINS PARKS.
*TRACING WIRE TO BE INSTALLED ENTIRE LENGTH OF MAINLINE.
NOTE
IRRIGATION SLEEVE LEGEND
*ALL SLEEVES SHALL BE SCH 40 PVC AND SIZED TWICE THE NOMINAL
SIZE OF THE PIPE PASSING THROUGH, ALL CONTROL WIRE SLEEVES
SHALL BE 2-INCH
'A'- (1) 4 -INCH, (1) 2-INCH
'B'- (1) 2-INCH
WATER BUDGET: MONTHLY WATER USAGE
IRRIGATION CONTROLLER UNITAWEATHERTRAK ET PRO3
WITH LTE UPGRADE KIT
3
2
1
MASTER VALVE ASSEMBLY:RAIN BIRD PESB (1")
QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5NP
ISOLATION GATE VALVE ASSEMBLY:NIBCO T-113K
WEATHER SENSOR:IRRITROL RAIN/FREEZE SENSOR RFS1000
GROUNDING AND SURGE ARRESTOR ASSEMBLY:GND WEATHERTRAK WT2W-H2O-SA
FLOW SENSOR ASSEMBLY:F HYDROPOINT FLOWHD-PLASTIC
IRRIGATION MAINLINE CAP ASSEMBLY
FLUSH CAP ASSEMBLY WITH DRIP INDICATOR
SLEEVES:SCH 40 PVC
LATERAL PIPE TO DRIP EMITTERS:
3/4-INCH SIZE UNLESS OTHERWISE INDICATED, ROUTING IS DIAGRAMMATIC
UV RADIATION RESISTANT POLYETHYLENE
MAINLINE PIPE:
2-INCH SIZE UNLESS OTHERWISE INDICATED
HDPE 4710 SDR-11
A1141"
INDICATES LATERAL DISCHARGE (GPM)
INDICATES VALVE SIZE (INCHES)
INDICATES CONTROLLER AND STATION NUMBER
INDICATES LANDSCAPE APPLICATIONTurf
WATER METER AND CURB STOP ASSEMBLY:M BY OTHERS
POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY
REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-100-PRBR
W/ WEATHERTRAK WT2W-H2O-1VD
CRITICAL ANALYSIS
FLOW AVAILABLE
Flow Available
PRESSURE AVAILABLE
Static Pressure at POC:
Pressure Available:
DESIGN ANALYSIS
Maximum Station Flow:
Flow Available at POC:
Residual Flow Available:
Pressure Req. at Critical Station:
Loss for Lateral pipe from RCV to Sprinkler:
Loss for Remote Control Valve:
Loss for Main Line:
Loss for Master Valve:
Loss for Backflow:
Loss for Meter:
Loss for Service Line Length:
Loss for Elevation:
Miscellaneous Losses:
Critical Station Pressure at POC:
Residual Pressure Available:
GPM
PSI
PSI
GPM
GPM
GPM
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
25
55
80
5.35
25.0
19.65
30.0
3.0
3.0
6.0
3.0
0
3
3.9
0.0
0.0
51.9
28.1
IRRIGATION CONTROL WIRESC IN CONDUIT OR WITH WARNING TAPE
INLINE TREE DRIP RING ASSEMBLY:RAIN BIRD XFS-CV-06-12
LATERAL PIPE TO TREE BUBBLERS:
1-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
B
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MOUNTAIN VISTA DRIVE
Sheet Number:
Project Number:
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:
1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
Produced by:
Date:
Revision:
IR0
Date:
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JDD
11/08/2023
1734
1 MEDIAN UPDATE 11/08/23
POC
SIZE: 1-INCH
PRESSURE: 55 PSI
(MIN. REQUIRED)
FLOW: 25 GPM
CONTROLLER
120 VAC POWER REQUIRED
2
1
IR1 IR2
1
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2"
2"
2"
2"
114"
1" QUICK COUPLER FOR
WINTERIZATION BLOWOUT.
CONTROLLER
120 VAC POWER REQUIRED
POC
SIZE: 1-INCH
PRESSURE: 80 PSI
FLOW: 25 GPM
A4
1.75
Tree
1"
A1
1.50
Tree
1"
A2
1.90
Shrub
1"
A3
1.20
Shrub
1"
A8
1.20
Shrub
1"
A5
5.35
Shrub
1"
A6
2.35
Shrub
1"
A7
1.5
Tree
1"
GND
A
GND
3
A
A
A
A
A
A
B
B
B
B
A
A
2
1
A
MOUNTAIN VISTA DRIVE
2"
A9
6.10
Shrub
1"
A10
5.25
Tree
1"
GND
GND
3
Sheet Number:
Project Number:
Pr
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Cl
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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IR1
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0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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IR2
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20" JUMBO VALVE BOX WITH COVER
20" JUMBO VALVE BOX
WITH COVER
HDPE MAINLINE PIPE HDPE MAINLINE PIPE
HDPE MAINLINE PIPE
HDPE MAINLINE PIPE
7 8
65
HDPE MAINLINE PIPE
HDPE MAINLINE PIPE
HDPE MAINLINE PIPE
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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IR3
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HDPE MAINLINE PIPE
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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IR4
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3M DBR/Y-6 SPLICE KITS
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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Revision:
IR5
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19 MAINLINE & CONTROL WIRE
STUB-OUT (FUTURE CONNECTION)20 HDPE MAINLINE
SDR-1121
Sheet Number:
Project Number:
Pr
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
Produced by:
Date:
Revision:
IR6
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*ALL PIPING, VALVES, VALVE BOXES, SPRINKLERS, DRIP COMPONENTS,
IRRIGATION INFRASTRUCTURE, AND ALL WATER EMISSION DEVICES
SHALL BE MARKED PURPLE TO INDICATE USE WITH NON-POTABLE
WATER.
NON-POTABLE NOTE
ESTIMATED ANNUAL WATER USE
THE IRRIGATION SYSTEM AS SHOWN ON THIS PLAN HAS AN ESTIMATED ANNUAL
WATER USE OF 586,777 GALLONS. TO VERIFY EFFICIENT IRRIGATION SYSTEM
OPERATION, THE OWNER SHALL COMPARE THIS ESTIMATED IRRIGATION WATER
USE WITH ACTUAL WATER USE, AS RECORDED ON SITE, AFTER ALL PLANT
MATERIAL HAS BEEN ESTABLISHED.
THE ESTIMATED ANNUAL IRRIGATION WATER USE OF THIS SYSTEM IS BASED ON
30-YEARS AVERAGE EVAPOTRANSPIRATION RATES (ET) FOR THE LOCAL AREA
AND TYPICAL NEW IRRIGATION SYSTEM EQUIPMENT EFFICIENCIES. MAJOR
DEVIATIONS FROM THIS ESTIMATE USE SHOULD BE BROUGHT TO THE ATTENTION
OF THE OWNER AND CURRENT IRRIGATION MAINTENANCE COMPANY AT THE
TIME OF THE DEVIATION.
TO VERIFY EFFICIENT IRRIGATION SYSTEM OPERATION AND WATER USE, AN
IRRIGATION SYSTEM EVALUATION AND AUDIT SHOULD BE PERFORMED.
1.THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE
IRRIGATION SYSTEM OF 80 PSI, AT A DESIGN FLOW OF 50 GPM AT THE
EXISTING 1.5-INCH IRRIGATION POINT-OF-CONNECTION (POC B). TAP, METER,
BACKFLOW PREVENTER, MASTER VALVE AND FLOW METER SHALL BE SIZED
AS INDICATED IN THE DRAWING LEGEND. VERIFY PRESSURE AND FLOW ON
SITE PRIOR TO CONSTRUCTION.
2.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND
INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO
CONSTRUCTION.
3.COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION.
4.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM
WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE
DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE
ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND,
NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH
OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S
REPRESENTATIVE.
5.THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD
BE NOTED:
A.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE
PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN
LANDSCAPED AREAS WHENEVER POSSIBLE.
B.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE
PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID
CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS,
AND ARCHITECTURAL FEATURES.
C.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE
BULLNOSE CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS NOT
ALLOWED.
6.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE
COMPLETION OF THE PROJECT:
A.TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED
VALVES.
7.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF
IRRIGATION SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND
ELECTRICAL WIRING AT EACH HARDSCAPE CROSSING. COORDINATE
INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY PIPE OR WIRE WHICH
PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT
INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION
CONTRACTOR. PIPE SLEEVES SHALL BE SIZED TWICE THE NOMINAL SIZE OF
THE PIPE PASSING THROUGH.
8.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE
LOCAL ELECTRIC UTILITY CODES.
9.THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF
UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE
UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE
UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE
NOTED IN THE LEGEND.
10.INSTALL ONE (1) #14 AWG TWO-WIRE PAIR ON TWO-WIRE SYSTEMS, FOR USE
AS SPARES. INSTALL SPARE WIRES FROM CONTROLLER LOCATION TO EACH
DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX. TRACING WIRE
TO BE INSTALLED ENTIRE LENGTH OF MAINLINE.
CONSTRUCTION NOTES INSTALLATION GENERAL NOTES
MAINLINE AND CONTROL WIRE CONNECTION TO POC B FROM PHASE G
IRRIGATION SYSTEM.
IRRIGATION CONTROLLER FROM PHASE G POC B WILL BE USED UNTIL THE
CITY OF FORT COLLINS PARKS DEPARTMENT DEVELOPS THE REGIONAL PARK
IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY.
INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA.
MAINLINE AND CONTROL WIRE STUB OUT PLACED IN 10" ROUND VALVE BOX
WITH ISOLATION GATE VALVE.
IRRIGATION LEGEND
CONTROLLER CHART 'B'
CONTROLLER RUNTIMES
*WIRES SHALL BE TESTED AT EVERY LOCATION WHERE THE WIRES CROSS
ROADWAYS AND AT EVERY GROUND LOCATION (INCLUDING VALVE BOX GROUND
AND END OF RUN GROUNDS).
*LANDSCAPE AND IRRIGATION ON THESE ROADWAY AND INFRASTRUCTURE PLAN
SHEETS SHALL BE MAINTAINED BY CITY OF FORT COLLINS PARKS.
*TRACING WIRE TO BE INSTALLED ENTIRE LENGTH OF MAINLINE.
*PARK FRONTAGE IRRIGATION HAS BEEN DESIGNED TO CITY OF FORT COLLINS
PARKS DEPARTMENT STANDARDS. THE SYSTEM WILL OPERATE WITH PHASE G
POC B POINT OF CONNECTION AND CONTROLLER UNTIL DEVELOPMENT OF THE
REGIONAL PARK. AT THAT TIME THE SYSTEM WILL BE DISCONNECTED FROM
PHASE G POC B AND CONTROLLER AND OPERATE UNDER THE CITY OF FORT
COLLINS PARKS DEPARTMENT. MAINLINE HAS BEEN SIZED TO OPERATE WITH
FUTURE DEVELOPMENT OF THE REGIONAL PARK.
NOTE
IRRIGATION SLEEVE LEGEND
*ALL SLEEVES SHALL BE SCH 40 PVC AND SIZED TWICE THE NOMINAL
SIZE OF THE PIPE PASSING THROUGH, ALL CONTROL WIRE SLEEVES
SHALL BE 2-INCH
'A'- (1) 4 -INCH, (1) 2-INCH
'B'- (1) 2-INCH
'C'- (2) 2-INCH
3
2
1
QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5NP
ISOLATION GATE VALVE ASSEMBLY:NIBCO T-113K
GROUNDING AND SURGE ARRESTOR ASSEMBLY:GND RAINBIRD IVM-SD
IRRIGATION MAINLINE CAP ASSEMBLY
SLEEVES:SCH 40 PVC
MAINLINE PIPE:
2 1/2-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
A1141"
INDICATES LATERAL DISCHARGE (GPM)
INDICATES VALVE SIZE (INCHES)
INDICATES CONTROLLER AND STATION NUMBER
INDICATES LANDSCAPE APPLICATIONTurf
POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY
CRITICAL ANALYSIS
FLOW AVAILABLE
Flow Available
PRESSURE AVAILABLE
Static Pressure at POC:
Pressure Available:
DESIGN ANALYSIS
Maximum Station Flow:
Flow Available at POC:
Residual Flow Available:
Pressure Req. at Critical Station:
Loss for Lateral pipe from RCV to Sprinkler:
Loss for Remote Control Valve:
Loss for Main Line:
Loss for Master Valve:
Loss for Backflow:
Loss for Meter:
Loss for Service Line Length:
Loss for Elevation:
Miscellaneous Losses:
Critical Station Pressure at POC:
Residual Pressure Available:
GPM
PSI
PSI
GPM
GPM
GPM
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
PSI
50
80
80
40.7
50
9.3
45
4.5
3.0
8
3.5
0
3
3.9
0.0
0.0
7.09
9.1
INLINE TREE DRIP RING ASSEMBLY:RAIN BIRD XFS-CV-06-12
LATERAL PIPE TO TREE BUBBLERS:
1-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
B
A
C
POP-UP SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
RAIN BIRD RD1806-S-P30 W/MPR SERIES NOZZLE
30 PSI 4 FEET X 15 FEET
HEVAN08-1.17 HEVAN10-1.78 HEVAN12-2.37 HEVAN15-3.70
POP-UP SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
RAIN BIRD RD1806-S-P30 W/U-SERIES 10 NOZZLE
30 PSI 10 FEET
Q-0.41 H-0.82 F-1.64
POP-UP SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
RAIN BIRD RD1806-S-P30 W/U-SERIES 8 NOZZLE
30 PSI 8 FEET
Q-0.26 H-0.52 F-1.05
REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS:
RAIN BIRD PE-IVM (SIZED PER PLAN)
LATERAL PIPE TO SPRINKLERS:
1-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
UNCONNECTED PIPE CROSSING
REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-100-IVM
WATER BUDGET: MONTHLY WATER USAGE
4
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
AD-RAIN BIRD RD1806-S-P45
W/RVAN14 SERIES NOZZLE
45 PSI 8 FEET TO 14 FEET
Q-0.32 H-0.63 F-1.27
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
18 RAIN BIRD RD1806-S-P45
W/RVAN18 SERIES NOZZLE
45 PSI 13 FEET TO 18 FEET
Q-0.50 H-1.02 F-1.85
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
24 RAIN BIRD RD1806-S-P45
W/RVAN24 SERIES NOZZLE
45 PSI 17 FEET TO 24 FEET
Q-0.92 H-1.84 F-3.67
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
Urban Design
Master Planning
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VAULT
212"
212"
POC
MAINLINE AND CONTROL WIRE
CONNECTION TO POC B FROM
PHASE G IRRIGATION SYSTEM.
112"
114"
114"
2"112"112"
114"
2"
112"
114"
114"
114"
114"
112"
114"
114"
B114
31.1
Turf
112"
B116
20.4
Turf
1"B117
40.7
Turf
112"
B119
22.5
Turf
1"
B120
40.7
Turf
112"
B121
20.5
Turf
1"
B123
30.7
Turf
112"
B124
31.1
Turf
112"
B115
3.5
Tree
1"
B118
5.0
Tree
1"
B122
7.0
Tree
1"
GND
GND
LONG
W
O
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D
D
R
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(CON
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1
114"
112"
212"
212"
212"
A
A
A A
A
A
B
B
B
C
3
3
212"
3
VAULT
MAINLINE SIZED
AT 2.5" FOR
FUTURE
EXPANSION
114"
112"
114"
114"
112"
2"
B125
22.6
Turf
1"
B127
27.7
Turf
112"
B128
26.0
Turf
112"
B129
38.1
Turf
112"
B126
3.5
Tree
1"
GND
GND
24
24
24
24
AD-
AD-
AD-
18
18
18
18
18
18
18
24 24
24
24
24
24
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
21 2"
212"
212"
A A
A
A B
C
3
4
Sheet Number:
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
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Master Planning
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LANDSCAPE AND IRRIGATION ON
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SCALE:1" = 30'-0"2 PARK FRONTAGE
SCALE:1" = 30'-0"1 PARK FRONTAGE
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UNTIL FUTURE COMMUNITY PARK IS
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CITY OF FORT COLLINS PARKS.
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
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1603 Oakridge Drive, Suite 100
Fort Collins, CO 80525
p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
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Master Planning
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1603 Oakridge Drive, Suite 100
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p. (970) 223-7577
www.bhadesign.com
Landscape Architecture
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9 10
11 12
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer,
APPROVED:
Water & Wastewater Utility,
APPROVED:
Stormwater Utility,
APPROVED:
Park Planning and Development,
APPROVED:
Traffic Operations,
APPROVED:
Environmental Planner,Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
’
“”
–
’
’
’
—
’
“”
“”
“”“”
–
“”
–
–
VAULT
VAULT
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PSD (ELEM)
FORT COLLINS PARK
WSSC DELIVERY LINE
NPIC
DELI
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WATERTRONICS
WATERTRONICS
WATERTRONICS
SECTION B-B SECTION A-A SECTION C-C
SPLITTER STRUCTURE DETAIL
(SEE STRUCTURAL PLANS SHEETS 36-37(S7-S8))
SECTION B-B
SECTION A-A
NON-POT POND OUTLET DETAIL
N.T.S.
TRAFFIC BOLLARD DETAIL
NTS
Montava - West
Vault Elevations & Pump Rates
Well Name Finished
Grade at Vault Top of Vault
Portner Well:
No. 1 5011.12 5011.62
Portner Well:
No. 2 5010.92 5011.42
Kluver PS 1:
Well No. 1 5003.49 5003.99
Kluver PS 1:
Well No. 2 5003.20 5003.70
MONTAVA
WEST POND
WELL
5004.00 5004.50
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
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THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
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ODAROLOC D
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S
N
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RP
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SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
TYPICAL HORIZONTAL REINFORCING LAPS AT WALL CORNERS
3
GENERAL NOTES
THESE DRAWINGS ARE FOR THE STRUCTURAL DESIGN OF THE WET WELL, INTAKE PIPE SUPPORTS, SPLITTER
STRUCTURE AND TWO HEADWALLS. OTHER STRUCTURAL ELEMENTS OF THE OVERALL PROJECT, SUCH AS THE
BUILDINGS AND BUILDING FOUNDATIONS, ARE TO BE DESIGNED BY, AND ARE THE RESPONSIBILITY OF OTHERS.
THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED (BY THE GOVERNING AGENCY) DRAWINGS AND
SPECIFICATIONS AT THE JOB SITE. THESE APPROVED DOCUMENTS SHALL GOVERN OVER ALL OTHER ISSUED
DOCUMENTS.
ALL WORK SHALL BE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, THE 2021 EDITION OF THE INTERNATIONAL
BUILDING CODE AND ALL LOCAL BUILDING ORDINANCES.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE JOB SITE.
THE CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER WHERE EXISTING CONDITIONS REQUIRE CONSTRUCTION
DIFFERENT FROM THAT SHOWN ON THE PLANS.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE EXCAVATION PROCEDURES AND DESIGNING AND PROVIDING ALL
BRACING AND SHORING AS REQUIRED FOR PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS OF CONSTRUCTION AS WELL AS ALL JOB SITE
SAFETY AND HEALTH PRECAUTIONS.
THE CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ANY DEWATERING REQUIRED DURING
CONSTRUCTION.
THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ADJACENT PROPERTY OWNERS, UTILITY COMPANIES,
AND DITCH COMPANIES TO GAIN ACCESS TO THE SITE.
DESIGN CRITERIA
THE STRUCTURES HAVE BEEN DESIGNED FOR THE FOLLOWING LOADINGS:
BUILDING CODE ....................................................................................... 2021 INTERNATIONAL BUILDING CODE
DESIGN OF REINFORCED CONCRETE .................................... ACI 350
RISK CATEGORY ..................................................................................... II
SEISMIC IMPORTANCE FACTOR (Ie) ........................................ 1.00
MAPPED SPECTRAL RESPONSE ACCELERATIONS ....... Ss = 0.186, S1 = 0.055
SEISMIC SITE CLASS ......................................................................... SEISMIC SITE CLASS D
SEISMIC SPECTRAL RESPONSE COEFFICIENTS ........... Sds = 0.199, Sd1 = 0.088
SEISMIC DESIGN CATEGORY ........................................................ SDC B
FOUNDATIONS
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PROJECT GEOTECHNICAL REPORT, DATED MAY 20, 2022,
AND SUBSEQUENT RECOMMENDATIONS BY EARTH ENGINEERING CONSULTANTS (EEC) OF WINDSOR, COLORADO
AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED THEREIN. ALL GRADING, EXCAVATION, FILLS
(INCLUDING BACKFILLS), DRAINAGE AND FOUNDATION CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
PROJECT GEOTECHNICAL REPORT AND UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER.
PER THE PROJECT GEOTECHNICAL RECOMMENDATIONS, THE FOLLOWING VALUES WERE USED FOR FOUNDATION DESIGN:
WET WELLS AND SPLITTER STRUCTURE AT-REST HORIZONTAL SOIL PRESSURE ON WALLS:
64 PCF ABOVE GROUNDWATER ELEVATION
102 PCF BELOW GROUNDWATER ELEVATION
WET WELLS ALLOWABLE SOIL BEARING PRESSURE:
3,000 POUNDS PER SQUARE FOOT (3'-0" OF IMPORTED FILL BELOW BASE SLABS)
SPLITTER STRUCTURE ALLOWABLE SOIL BEARING PRESSURE:
2,500 POUNDS PER SQUARE FOOT (3'-0" OF IMPORTED FILL BELOW BASE SLABS)
INTAKE PIPE SUPPORTS AND HEADWALLS AT REST HORIZONTAL SOIL PRESSURE:
58 PCF ABOVE GROUNDWATER ELEVATION (IMPORTED MEDIUM DENSE GRANULAR BACKFILL)
96 PCF BELOW GROUNDWATER ELEVATION (IMPORTED MEDIUM DENSE GRANULAR BACKFILL)
INTAKE PIPE SUPPORTS AND HEADWALLS ALLOWABLE SOIL BEARING PRESSURE:
2,500 POUNDS PER SQUARE FOOT (2'-0" OF IMPORTED FILL BELOW BASE SLAB/FOOTING)
TO ACCOUNT FOR THE ADDITIONAL HORIZONTAL SOIL PRESSURE ON THE WET WELLS FROM THE BUILDING
FOUNDATIONS AS WELL AS VEHICLE AND STORAGE LOADINGS INSIDE THE BUILDING, THE WET WELLS WERE DESIGNED
FOR SURCHARGE LOADING EQUIVALENT TO AN ADDITIONAL THREE FEET OF SOIL.
TO ACCOUNT FOR THE ADDITIONAL HORIZONTAL SOIL PRESSURE ON THE SPLITTER STRUCTURE AND HEADWALLS FROM
POTENTIAL ADJACENT LIGHT VEHICLE LOADINGS, THESE STRUCTURES WERE DESIGNED FOR A SURCHARGE LOADING
EQUIVALENT TO AN ADDITIONAL FOOT OF SOIL.
REINFORCING FOR CONCRETE WORK
THE PLACING AND SUPPORTING OF REINFORCING SHALL BE IN ACCORDANCE WITH ACI 350.5-12 AND THE LATEST
EDITION OF "CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".
ALL REINFORCING BARS AT THE WET WELLS, INTAKE PIPE SUPPORTS, SPLITTER STRUCTURE, AND HEADWALLS SHALL
BE EPOXY COATED.
REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.
EPOXY COATED REINFORCING BARS SHALL CONFORM TO ASTM A775.
FABRICATION AND HANDLING OF EPOXY COATED REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM D3963.
SEE DETAIL 1/S1 FOR TYPICAL REINFORCING BAR BEND DIAMETERS.
SEE DETAIL 2/S1 FOR STANDARD HOOKS.
SEE DETAIL 3/S1 FOR TYPICAL CONDITION AT CORNERS, U.N.O.
BASE SLAB OR FOOTING "L" BARS SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. DO NOT WET-SET.
DO NOT BEND OR STRAIGHTEN REINFORCEMENT EMBEDDED IN CAST CONCRETE WITHOUT PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER.
MINIMUM CLEAR DISTANCE BETWEEN REINFORCING BARS SHALL BE ONE & ONE-HALF TIMES THE BAR DIAMETER, BUT
NOT LESS THAN ONE & ONE-HALF INCH.
PROVIDE THE FOLLOWING CLEAR DISTANCES BETWEEN THE REINFORCING AND THE FORMWORK U.N.O.:
3" .............................................................................. CONCRETE CAST AGAINST EARTH
2 1/2" (2" STRICT MINIMUM) ............... FORMED CONCRETE
THE CONTRACTOR SHALL SUBMIT REINFORCING STEEL PLACING DRAWINGS (PRIOR TO FABRICATION) TO THE
STRUCTURAL ENGINEER FOR REVIEW FOR CONFORMANCE WITH THE DESIGN DRAWINGS.
THE DESIGN DRAWINGS SHALL GOVERN OVER PLACING DRAWINGS IN ALL CASES UNLESS MODIFICATIONS ARE
APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.
ABBREVIATIONS
ADD'L ......... ADDITIONAL
ACI .............. AMERICAN CONCRETE INSTITUTE
ASTM ......... AMERICAN SOCIETY FOR TESTING AND MATERIALS
B.O. .............. BOTTOM OF
DIA. ............. DIAMETER
EA. ............... EACH
EXIST'G .... EXISTING
F.O. .............. FACE OF
Fy ................. YIELD STRESS
GALV. ......... GALVANIZED
H.D. .............. HOT-DIPPED
KSI .............. KIPS PER SQUARE INCH
IBC .............. INTERNATIONAL BUILDING CODE
MIN. ............. MINIMUM
MAX. ........... MAXIMUM
o/c ............... ON CENTER
PSI ............... POUNDS PER SQUARE INCH
PSF ............. POUNDS PER SQUARE FOOT
REINF. ....... REINFORCEMENT
REQ'D ......... REQUIRED
T.O. .............. TOP OF
TYP. ............ TYPICAL
U.N.O. .......... UNLESS NOTED OTHERWISE
w/ ................. WITH
NOT TO SCALE
S1
GENERAL
STRUCTURAL
NOTES &
TYPICAL
DETAILS
WATER STOPS AT CONCRETE CONSTRUCTION JOINTS
WATER STOPS SHALL BE SIKA GREENSTREAK FLAT RIBBED, PVC, WITHOUT CENTER BULB OR TEAR WEB.
MODEL NUMBER SHALL BE #679 (6") AT WET WELLS AND #781 (4") AT SPLITTER STRUCTURE AND HEADWALLS.
IF CONTRACTOR DESIRES TO USE ALTERNATE PRODUCTS, THEY SHALL BE SUBMITTED TO ENGINEER PRIOR TO USE.
WATERSTOPS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED ON THE DETAILS.
WATERSTOPS SHALL BE SPLICED BY HEAT WELDING PER THE MANUFACTURER'S RECOMMENDATIONS AT ALL SPLICES
AND CORNERS FOR A CONTINUOUS SEAL. WATERSTOPS SHALL NOT BE LAP SPLICED.
BEND DIAMETERS AT REINFORCING STEELINSIDEBEND DIAMETERMINIMUM INSIDE BEND DIAMETER TO BE AS FOLLOWS:
6 BAR DIAMETERS FOR #3 THROUGH #8 BARS
(EXCEPT FOR STIRRUPS AND TIES)
4 BAR DIAMETERS FOR #3, #4 AND #5 TIES AND STIRRUPS
BAR DIAMETER
1
INSI
D
E
BEND D
I
A
M
E
T
E
R
(SE
E
D
E
T
A
I
L
1
/
S
1
)
STANDARD HOOKS
2
12
B
A
R
D
I
A
M
E
T
E
R
S
PA
S
T
B
E
N
D
A
T
90
D
E
G
R
E
E
H
O
O
K
S
CONCRETE WORK
ALL CONCRETE WORK SHALL CONFORM TO ACI 350.5-12.
CONCRETE SHALL CONFORM TO THE FOLLOWING CRITERIA:
AGGREGATE SHALL CONFORM TO ASTM C33 AND SHALL BE NON-ALKALI-SILICA REACTIVE.
CEMENT SHALL BE PORTLAND, TYPE V, ASTM C150 (HIGH SULFATE RESISTANCE).
FLYASH SHALL CONFORM TO ASTM C618.
AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260.
OTHER ADMIXTURES SHALL CONFORM TO ASTM C494.
DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE.
MIXING WATER SHALL BE POTABLE.
MIX SHALL BE TRANSIT MIX AS PER ASTM C94.
NO ALUMINUM ITEMS SHALL BE EMBEDDED IN ANY CONCRETE.
CONCRETE SHALL BE PROPORTIONED, MIXED, DELIVERED, PLACED & CURED IN ACCORDANCE w/ ACI 350.
CONCRETE FOR BASE SLAB AND FOOTINGS SHALL BE PLACED IN ONE CONTINUOUS OPERATION.
CONCRETE FOR THE WALLS SHALL BE PLACED IN A CONTINUOUS OPERATION WITHOUT ANY CONSTRUCTION JOINTS.
EXPOSED OUTSIDE CONCRETE CORNERS OF THE WALLS, EXCEPT AT THE TOP OF THE WET WELLS, SHALL BE CHAMFERED 3/4".
CONCRETE SHALL CONFORM TO:
MINIMUM OF 560 POUNDS OF CEMENTITIOUS MATERIAL (CEMENT AND FLYASH) PER CUBIC YARD OF CONCRETE
A MINIMUM 20 PERCENT (BY WEIGHT) SUBSTITUTION OF FLYASH SHALL BE USED
5,000 PSI CONCRETE STRENGTH AT 28 DAYS
0.40 MAXIMUM WATER/CEMENTITIOUS RATIO (INCLUDING POZZOLANS)
3/4" MINIMUM, 1" MAXIMUM AGGREGATE SIZE
6% AIR CONTENT (DELIVERED AIR CONTENT SHALL BE +/- 1 1/2%)
THE CONCRETE MIX DESIGN REQUIREMENTS SPECIFIED ABOVE ARE INTENDED TO PROVIDE RESISTANCE TO
THE SEVERE SULFATE EXPOSURE NOTED IN THE GEOTECHNICAL REPORT AND TO LIMIT CONCRETE SHRINKAGE.
THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW, A PROPOSED CONCRETE MIX DESIGN WHICH MEETS
THE ABOVE CRITERIA AND PROVIDES THE REQUIRED WORKABILITY FOR PROPER PLACEMENT AND CONSOLIDATION OF THE
CONCRETE. TO ACHIEVE THE SLUMP REQUIRED FOR WORKABILITY AND CONSOLIDATION, WATER REDUCING AND/OR PLASTICIZING
ADMIXTURES MAY BE PROPOSED PROVIDED THEY HAVE BEEN SHOWN NOT TO INCREASE CONCRETE SHRINKAGE OR DECREASE
SULFATE RESISTANCE.
SEE "CONCRETE TESTING REQUIRED BY AN INDEPENDENT AGENCY" NOTES BELOW FOR FIELD TESTING OF AIR CONTENT
AND SAMPLING AND TESTING OF CONCRETE FOR STRENGTH.
NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE MIX BEYOND WHAT IS ALLOWED FOR IN THE CONCRETE MIX DESIGN
SUBMITTED TO THE STRUCTURAL ENGINEER.
TIE "L" BAR IN
2 PLACES AT BOTTOM
TIE TOP OF "L" BAR TO
TEMPORARY HORIZONTAL
SPACER BAR
TYPICAL "L" BAR,
SEE OTHER DETAILS
FOR SIZES & LENGTHS
"L" BARS SHALL NOT BE "WET-SET" AND SHALL BE TIED IN PLACE
AS SHOWN ABOVE PRIOR TO PLACEMENT OF CONCRETE.
DO NOT DISTURB PLACEMENT OF "L" BARS AFTER CONCRETE PLACEMENT.
TYPICAL BASE SLAB AND FOOTING "L" BARS
4
FO
O
T
I
N
G
O
R
B
A
S
E
S
L
A
B
(R
E
I
N
F
F
O
R
C
I
N
G
N
O
T
S
H
O
W
N
)
WELL WELL LADDER, WET WELL COVER PLATES AND INTAKE PIPE SUPPORTS
ALL WELDING SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE "STRUCTURAL WELDING CODE"
BY THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE 70 KSI.
STEEL SHALL CONFORM TO THE FOLLOWING STANDARD U.N.O.:
STRUCTURAL SHAPES .......................................... ASTM A992 (Fy=50 KSI)
ANGLES, BARS & PLATES ................................ ASTM A36
PIPE .................................................................................... ASTM A53
THE WET WELL LADDER, MONTAVA WET WELL COVER PLATE, INTAKE PIPE TEE SUPPORT & INTAKE PIPE SUPPORT
SADDLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. ANY FIELD WELDED AREAS OR OTHER AREAS
DISTURBED (CUTS, SCRATCHES, ETC.), SHALL BE COLD GALVANIZED WITH GALVANIZING PAINT IN ACCORDANCE WITH
GALVANIZING PAINT MANUFACTURER'S SPECIFICATIONS.
THE PARKS DEPARTMENT WET WELL COVER SHALL BE PRIMED WITH BARE METAL PRIMER AND PAINTED WITH TWO
COATS OF EXTERIOR PAINT (COLOR TO BE SELECTED BY OWNER). METAL SHALL BE PREPARED AND PRIMER AND
PAINT APPLIED IN ACCORDANCE WITH PRIMER AND PAINT MANUFACTURER'S SPECIFICATIONS.
REINFORCING STEEL INSPECTIONS REQUIRED BY AN INDEPENDENT AGENCY
CONCRETE SHALL NOT BE PLACED UNTIL ANY NOTED DEFICIENCIES HAVE BEEN CORRECTED AND ACCEPTED BY THE INDEPENDENT TESTING
AGENCY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE INSPECTION PRIOR TO PLACEMENT OF CONCRETE.
OBSERVATION OF THE REINFORCING STEEL AT THE WELL WELL BASE SLABS, SPLITTER STRUCTURE BASE SLAB,
AND HEADWALL FOOTING IS REQUIRED PRIOR TO CONCRETE PLACEMENT.
ALL REINFORCING SHALL BE IN PLACE AT TIME OF OBSERVATION, INCLUDING FOOTING "L" BARS WHICH ARE TO BE TIED IN PLACE.
OBSERVATION OF THE REINFORCING STEEL AT THE WET WELL WALLS, SPLITTER STRUCTURE WALLS, HEADWALLS, AND INTAKE PIPE
SUPPORT WALLS IS REQUIRED PRIOR TO CONCRETE PLACEMENT.
AT THE WET WELLS, SPLITTER STRUCTURE AND HEADWALLS, THE FORM ON ONE SIDE OF THE WALLS SHALL BE IN PLACE BUT THE OTHER
SIDE SHALL BE FULLY OPEN TO ALLOW FOR FULL OBSERVATION OF THE CONDITION OF THE TOP OF THE BASE SLAB, THE WATERSTOP,
AND THE WALL REINFORCING.
CONCRETE TESTING REQUIRED BY AN INDEPENDENT INSPECTION AGENCY
JOBSITE TESTING OF DELIVERED CONCRETE AIR CONTENT IS REQUIRED FOR THE FIRST LOAD OF EACH DAY.
ANY CONCRETE LOAD WHICH FAILS AIR CONTENT SHALL BE FIELD MODIFIED UNTIL ACCEPTANCE IS ACHIEVED. IF FIELD
MODIFICATION OF AIR CONTENT IS REQUIRED FOR THE FIRST LOAD, THE SECOND LOAD SHALL BE TESTED FOR AIR CONTENT.
IF SECOND LOAD REQUIRES MODIFICATION FOR AIR CONTENT, ALL REMAINING LOADS THAT DAY SHALL BE TESTED FOR AIR
CONTENT AND FIELD MODIFIED AS REQUIRED.
THE INDEPENDENT TESTING AGENCY SHALL OBTAIN A SAMPLE FOR COMPRESSION TESTING FROM THE FIRST LOAD OF
EACH DAY'S CONCRETE, AND EVERY THIRD FOLLOWING LOAD (LOAD 1, LOAD 4, LOAD 7, ETC.) UNLESS OTHERWISE DIRECTED
BY THE STRUCTURAL ENGINEER. EACH SAMPLE SHALL CONSIST OF FOUR TEST CYLINDERS WHICH ARE TO BE TESTED
AT 7 DAYS (1 CYLINDER) & 28 DAYS (2 CYLINDERS). THE REMAINING CYLINDER SHALL BE HELD IN CASE ADDITIONAL TESTING IS
REQUIRED.
THE INDEPENDENT INSPECTION AGENCY SHALL SUBMIT TEST RESULTS TO THE OWNER, CONTRACTOR AND ENGINEER.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE TESTING WITH THE INDEPENDENT AGENCY.
CONCRETE FORMING
CONCRETE FORMING SHALL CONFORM TO ACI 350.5-12.
THE CONTRACTOR SHALL SUBMIT PROPOSED FORM TIE SYSTEM AND FORM HOLE GROUTING SYSTEM TO STRUCTURAL ENGINEER
FOR REVIEW. THE FORM TIE ASSEMBLIES SHALL LEAVE NO METAL (EXCEPT STAINLESS STEEL) OR ANY OTHER MATERIAL
SUBJECT TO CORROSION OR DEGRADATION WITHIN 1" OF THE FORMED SURFACE OF THE CONCRETE.
TIE HOLES SHALL BE FILLED WITH GROUT PER ACI 350.5-12. TAPERED WALL TIES SHALL NOT BE USED.
CONCRETE PLACEMENT
THE LIFT HEIGHT FOR THE CONCRETE IN THE WET WELL WALLS SHALL ALLOW THE CONCRETE TO BE VIBRATED FOR
THE FULL HEIGHT OF THE LIFT. EACH LIFT SHALL BE VIBRATED FULLY TO COMPLETELY CONSOLIDATE THE CONCRETE AROUND
THE REINFORCING AND TO AVOID HONEYCOMBS AND ROCK POCKETS. THE VIBRATION FOR THE UPPER LIFTS SHALL EXTEND A
MINIMUM OF SIX INCHES INTO THE PREVIOUS LIFT.
CONCRETE FOR THE LOWER 10'-0" OF THE WET WELL WALLS SHALL BE PLACED THROUGH A DROP CHUTE. CONCRETE FOR THE
REMAINDER OF THE WALL MAY BE DROPPED WITHOUT A DROP CHUTE IF THE FALLING CONCRETE IS DIRECTED TO AVOID
OBSTRUCTIONS SUCH AS FORM TIES AND REINFORCING WHICH WOULD CAUSE SEGREGATION OF THE AGGREGATES FROM THE
CONCRETE MIX.
BACKFILL PLACEMENT
BACKFILL MAY BE PLACED AND COMPACTED WHEN THE CONCRETE HAS OBTAINED A COMPRESSIVE STRENGTH OF 4,000 PSI
(80 PERCENT OF 28 DAY STRENGTH).
REPAIR OF SURFACE DEFECTS AT WALLS
AFTER REMOVAL OF WALL FORMS, CLEAN AND REPAIR SURFACE DEFECTS PER ACI 350.5-12.
AT WALLS EXTEND ALL HORIZONTAL BARS
TO 2 1/2" CLEAR FROM FAR FACE OF WALL
(2" STRICT MINIMUM) AND PROVIDE STANDARD HOOKS
STANDARD HOOKS,
SEE 2/S1
1.VERTICAL REINFORCING NOT SHOWN.
STANDARD HOOKS,
SEE 2/S1
1'-6"
A
T
BENDS LE
S
S
THAN 90
D
E
G
R
E
E
S
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
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-
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THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
1/4" = 1'-0"
WET WELL BASE SLAB PLANS (SCALE:
1
4
" = 1'-0")
1.ALL REINFORCING FOR WET WELL BASE SLAB AND WALLS SHALL BE EPOXY COATED.
2.THE TOP OF THE BASE SLAB SHALL BE FINISHED WITH A TROWEL FINISH.
3.SEE SECTION VIEW FOR BASE SLAB ELEVATIONS.
4.SEE SHEET S1 FOR TYPICAL NOTES AND SPECIFICATIONS.
5.SEE SHEET S1 FOR REINFORCING INSPECTION REQUIRED BY AN INDEPENDENT AGENCY.
7'-6" TO
CENTER OF
PIPE CROSS
13'-0"
CENTER TO CENTER
OF PIPE SUPPORTS
PIPE SADDLE SUPPORT AT
RESERVOIR INTAKE, SEE 1/S5
INTAKE SCREENS NOT SHOWN,
SEE CIVIL DRAWINGS
(1) PIPE TEE SUPPORT
AT RESERVOIR INTAKE,
SEE 1/S5
INTAKE PIPE SUPPORT FOUNDATION PLAN
(SCALE:
1
4
" = 1'-0")
SEE CIVIL DRAWINGS FOR
LENGTH AND LOCATION
OF INTAKE PIPE
NOR
T
H
SEE SECTION VIEWS ON SHEET S5
FOR PIPE SUPPORT ELEVATIONS
NOT TO SCALE, SEE CIVIL DRAWINGS
PIPE SADDLE SUPPORT AT
RESERVOIR INTAKE, SEE 1/S5
IN
T
A
K
E
P
I
P
E
(S
E
E
O
T
H
E
R
D
R
A
W
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G
S
)
,
SE
E
1
/
S
4
F
O
R
R
E
I
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F
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C
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G
AT
W
A
L
L
P
E
N
E
T
R
A
T
I
O
N
WET WELLS
AND INTAKE
PIPE SUPPORT
PLANS
S2
L 3 x 3 x 1/4 PERIMETER
ANGLE, TYP. 3 SIDES
GUARDRAIL AT ACCESS HATCH,
SEE MANUFACTURER'S LITERATURE
ACCESS HATCH HINGES
ON THIS SIDE
6'-0" CLEAR
BETWEEN WALLS
1'-8"
WALLS
1'-8"
WALLS
9'-4"
OUTSIDE FACES OF WALLS
15
'
-
0
"
C
L
E
A
R
BE
T
W
E
E
N
W
A
L
L
S
1'
-
8
"
WA
L
L
S
1'
-
8
"
WA
L
L
S
18
'
-
4
"
OU
T
S
I
D
E
F
A
C
E
S
O
F
W
A
L
L
S
12'-8" BASE SLAB
1'-8"1'-8"
21
'
-
8
"
B
A
S
E
S
L
A
B
1'
-
8
"
1'
-
8
"
NOR
T
H
TOP OF WET WELL PLANS
(SCALE:
1
4
" = 1'-0")
NOR
T
H
PIPE (SEE OTHER DRAWINGS),
SEE 1/S4 FOR REINFORCING AT WALL PENETRATIONS
PARKS DEPARTMENT WET WELL
PLAN VIEW AT TOP OF PARKS DEPARTMENT WET WELL
SEE DETAIL 3/S1 FOR
WALL REINFORCING
AT CORNERS
TYP.1
S3
4'-
9
"
T
O
CE
N
T
E
R
O
F
IN
T
A
K
E
P
I
P
E
6'-0" CLEAR
BETWEEN WALLS
1'-8"
WALLS
1'-8"
WALLS
9'-4"
OUTSIDE FACES OF WALLS
15
'
-
0
"
C
L
E
A
R
BE
T
W
E
E
N
W
A
L
L
S
1'
-
8
"
WA
L
L
S
1'
-
8
"
WA
L
L
S
18
'
-
4
"
OU
T
S
I
D
E
F
A
C
E
S
O
F
W
A
L
L
S
12'-8" BASE SLAB
1'-8"1'-8"
21
'
-
8
"
B
A
S
E
S
L
A
B
1'
-
8
"
1'
-
8
"
SEE DETAIL 3/S1 FOR
WALL REINFORCING
AT CORNERS
TYP.1
S3
WT 5 x 15
HATCH
OPENING
1'
-
1
0
"
IN
S
I
D
E
F
.
O
.
W
A
L
L
T
O
CE
N
T
E
R
O
F
L
A
D
D
E
R
4'-
1
"
I
N
S
I
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E
F
.
O
.
W
A
L
L
TO
E
D
G
E
O
F
C
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E
R
P
L
A
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E
2"
F
R
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S
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F
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.
W
A
L
L
T
O
OU
T
S
I
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E
E
D
G
E
O
F
P
L
A
T
E
(
3
S
I
D
E
S
)
3'-
7
1
/
2
"
F
R
O
M
IN
S
I
D
E
F
.
O
.
W
A
L
L
T
O
CE
N
T
E
R
O
F
W
T
B
E
A
M
4'-
3
"
O
U
T
T
O
O
U
T
OF
C
O
V
E
R
P
L
A
T
E
PU
M
P
S
K
I
D
,
SE
E
O
T
H
E
R
D
R
A
W
I
N
G
S
6'-4"
OUT TO OUT
OF COVER PLATE
4"
F
R
O
M
IN
S
I
D
E
F
.
O
.
W
A
L
L
TO
E
D
G
E
O
F
O
P
E
N
I
N
G
ACCESS AND ACCESS GUARDRAIL PLAN
PLAN AT TOP OF WET WELL SHOWING COVER PLATE
1
S6
SEE DETAIL 2/S6 FOR CONDITION
AT ENDS OF WT BEAM
GUARDRAIL
GATE,
THIS SIDE
SEE 4/S6 FOR LADDER
SEE DETAIL 3/S6 FOR ACCESS HATCH
AND GUARDRAIL SPECIFICATIONS.
AN
C
H
O
R
A
T
CE
N
T
E
R
O
F
W
A
L
L
SE
E
1
/
S
6
3'-
0
"
CL
E
A
R
3'-2"
CLEAR
WT 5 x 15
3'-
9
"
WT 5 x 15
WT 5 x 15
2
E
Q
U
A
L
S
P
A
C
E
S
CENTER OF 2 PAD EYES
(SEE 3/S6)
CENTER OF WET WELL
3'-
3
"
3'-
3
"
CENTER
OF WT
INSIDE
F.O. WALL
CENTER
OF WT
3'-
9
"
INSIDE
F.O. WALL
6'-4"
OUT TO OUT
OF COVER PLATE
L 3 x 3 x 1/4 PERIMETER
ANGLE, TYP. 4 SIDES
SEE DETAIL 2/S6 FOR CONDITION
AT ENDS OF WT BEAM
2"
F
R
O
M
IN
S
I
D
E
F
.
O
.
W
A
L
L
TO
O
U
T
S
I
D
E
E
D
G
E
O
F
CO
V
E
R
P
L
A
T
E
(
4
S
I
D
E
S
)
1
S6
CENTER OF 2 PAD EYES
(SEE 3/S6)
1.ALL REINFORCING FOR INTAKE PIPE SUPPORTS SHALL BE EPOXY COATED.
2.SEE SHEET S1 FOR TYPICAL NOTES AND SPECIFICATIONS.
3.SEE SHEET S1 FOR REINFORCING INSPECTION REQUIRED BY AN INDEPENDENT AGENCY.
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
N
T
A
V
A
NO
N
-
P
O
T
P
U
M
P
S
T
A
T
I
O
N
Fo
r
t
C
o
l
l
i
n
s
,
C
o
l
o
r
a
d
o
THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
3/4" = 1'-0"
S3
WET WELL
SECTION
CLEARANCE FROM THE OUTSIDE FACE OF THE WALL HORIZONTAL BARS,
TO THE FACE OF FORMWORK SHALL BE DETAILED AT 2 1/2",
WITH A STRICT FIELD MINIMUM OF 2" CLEAR.
T.O. WET WELL WALLS (T.O. FUTURE BUILDING SLAB) ELEV. 5003.50'
T.O. WET WELL BASE SLAB ELEV. 4982.00'
B.O. WET WELL BASE SLAB ELEV. 4980.00'
21
'
-
6
"
W
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2'-
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"
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BASE SLAB, SEE PLAN FOR WIDTHS
3'-
0
"
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3'-0" MIN., FOUR SIDES
SEE PLAN FOR
CLEAR DISTANCE BETWEEN WALLS 1'-8" WALL THICKNESS1'-8" WALL THICKNESS
1
TYPICAL SECTION THROUGH WET WELLS
SEE CIVIL DRAWINGS
FOR INTAKE PIPE INVERT
IN
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NATIVE SAND AND GRAVEL MATERIAL OR
AN IMPORTED GRANULAR STRUCTURAL FILL MATERIAL.
THIS LAYER SHALL BE PLACED AND COMPACTED AS
SPECIFIED IN THE GEOTECHNICAL RECOMMENDATIONS.
EXCAVATION AND SHORING:
ALL EXCAVATION PROCEDURES, INCLUDING SHORING REQUIRED FOR
PROTECTION OF LIFE AND PROPERTY, ARE THE RESPONSIBILITY OF THE CONTRACTOR.
DEWATERING PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
TYPICAL REINFORCING NOTES:
ALL REINFORCING FOR THE WET WELL BASE SLAB AND WALLS SHALL BE EPOXY COATED.
SEE NOTES ON SHEET S1.
TYPICAL BASE SLAB NOTES:
THE BASE SLAB SHALL BE PLACED IN ONE MONOLITHIC POUR.
THERE SHALL BE NO SPLICES IN THE BASE SLAB REINFORCING.
3" CLEAR SHALL BE PROVIDED BETWEEN THE REINFORCING AND THE BOTTOM OF THE BASE SLAB.
4" CLEAR SHALL BE PROVIDED BETWEEN THE REINFORCING AND THE TOP OF THE BASE SLAB
TO ALLOW FOR WATERSTOP PLACEMENT.
THE BASE SLAB TOP REINFORCING SHALL BE #6 BARS AT 0'-8" o/c, EACH WAY.
BASE SLAB TOP BARS SHALL HAVE STANDARD HOOKS EACH END.
THE BASE SLAB BOTTOM REINFORCING SHALL BE #7 BARS AT 0'-8" o/c, EACH WAY.
BASE SLAB BOTTOM BARS SHALL HAVE STANDARD HOOKS EACH END.
TYPICAL WALL NOTES:
THE WALLS SHALL BE PLACED IN ONE MONOLITHIC POUR UNLESS APPROVED IN ADVANCE BY THE
STRUCTURAL ENGINEER.
EXCEPT WHERE SHOWN OTHERWISE, THE REINFORCING SHALL BE DETAILED TO PROVIDE A
TYPICAL CLEARANCE OF 2 1/2" FROM REINFORCING TO FACE OF CONCRETE TO ALLOW FOR
TOLERANCE IN BAR PLACEMENT.
AT THE WALLS, A STRICT MINIMUM OF 2" CLEAR SHALL BE PROVIDED BETWEEN THE FACE OF CONCRETE
AND THE REINFORCING.
THE HORIZONTAL WALL REINFORCING SHALL NOT BE SPLICED.
THE VERTICAL WALL REINFORCING SHALL NOT BE SPLICED.
TYPICAL WALL REINFORCING:
OUTSIDE FACE BASE SLAB "L" BARS ..................................... #7 "L" BARS AT 0'-8" o/c
OUTSIDE FACE VERTICAL BARS ............................................ #5 BARS AT 0'-8" o/c
(OUTSIDE VERTICAL "L" BAR SIZE & VERTICAL BAR SIZE DOES NOT MATCH)
INSIDE FACE BASE SLAB "L" BARS ........................................ #5 "L" BARS AT 0'-8" o/c
INSIDE FACE VERTICAL BARS ............................................... #5 BARS AT 0'-8" o/c
OUTSIDE FACE HORIZONTAL BARS ....................................... #7 BARS AT 0'-8" o/c
STANDARD HOOK AT CORNERS, DO NOT SPLICE
INSIDE FACE HORIZONTAL BARS .......................................... #5 BARS AT 0'-8" o/c
STANDARD HOOK AT CORNERS, DO NOT SPLICE
SEE NOTES AT LEFT (THIS DETAIL)
FOR TYP. WALL REINFORCING
TURN "L" BAR HOOKS
TOWARD CENTER OF BASE SLAB
BASE SLAB "L" BARS
EACH FACE OF WALL
(STANDARD HOOKS AT BOTTOM),
SEE NOTES AT LEFT (THIS DETAIL)
FOR "L" BAR SIZE & SPACING
SEE ABOVE RIGHT
FOR WATERSTOP
4"
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STANDARD 90 DEGREE HOOKS ON ALL BASE SLAB REINFORCING
(TOP & BOTTOM LAYERS)
3" CLEAR TO HOOKS
SEE NOTES AT LEFT (THIS DETAIL)
FOR BASE SLAB REINFORCING
1.DO NOT BEND OR STRAIGHTEN REINFORCEMENT CAST IN CONCRETE WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
2.DO NOT WET-SET ANY BARS, INCLUDING BASE SLAB "L" BARS. SEE DETAIL 4/S1.
NOTE: OUTSIDE FACE "L" BAR SIZE DOES NOT
MATCH OUTSIDE FACE VERTICAL REINFORCING SIZE.
SEE NOTES AT LEFT (THIS DETAIL) FOR SIZES.
10" FROM
INSIDE FACE OF WALL
TO CENTER OF WATERSTOP
CONSTRUCTION JOINT AND WATERSTOP AT TOP OF BASE SLAB AT ALL WALLS
PRIOR TO PLACEMENT OF THE WALLS,
THE TOP OF THE BASE SLAB CONCRETE SHALL
BE CLEAN AND FREE OF LAITANCE, AND
THE SURFACE OF THE BASE SLAB SHALL
BE WETTED AND STANDING WATER REMOVED.
TOP OF BASE SLAB
REINFORCING
NOT SHOWN
1.DO NOT BEND OR STRAIGHTEN REINFORCEMENT CAST IN CONCRETE
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
WATERSTOP,
SEE "WATERSTOP" NOTES ON SHEET S1
3"
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#
5
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7
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3
"
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T.O. "L" BARS
3 3/8" TO EDGE OF
BASE SLAB "L" BARS
AND VERTICAL WALL BARS
3 3/8" TO EDGE OF
BASE SLAB "L" BARS
AND VERTICAL WALL BARS
1'-8" WALL
NATIVE SAND AND GRAVEL MATERIAL OR AN IMPORTED GRANULAR STRUCTURAL FILL MATERIAL
TROWEL FINISH ON TOP OF WALLS
THE FILL TO BE USED FOR BACKFILLING THE WET WELL EXCAVATIONS SHALL
BE COORDINATED WITH THE BUILDING FOUNDATION AND SLAB REQUIREMENTS,
CONSIDERING BEARING PRESSURE REQUIREMENTS, EXPANSION POTENTIAL, AND
POTENTIAL FILL SETTLEMENT.
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
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THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
S4
3/4" = 1'-0"
OPENING SLEEVE,
SEE NOTE AT RIGHT
1. THE ADDITIONAL VERTICAL, HORIZONTAL & CIRCULAR REINFORCING OCCURS AT EACH FACE OF THE WALL.
#6 CIRCULAR BAR EACH FACE OF WALL.
CIRCULAR BARS TO BE INSIDE OF
HORIZONTAL & VERTICAL BARS.
LA
P
2
'
-
9
"
CIRCULAR BARS
1
REINFORCING AT PENETRATIONS IN WET WELL FOR 24" AND 36" PIPES
SLEEVES AND SEALS AT WET WELLS
INSTALL A NON-CORROSIVE (PVC OR STAINLESS STEEL)
SLEEVE IN THE FORMS PRIOR TO CONCRETE PLACEMENT.
THE INSIDE DIAMETER OF THE SLEEVED OPENINGS SHALL
ALLOW PROPER CLEARANCE FOR THE PIPE & SEAL.
VERIFY PIPE OUTSIDE DIAMETERS & SEE SEAL
MANUFACTURER'S RECOMMENDATIONS FOR CLEARANCES
REQUIRED FOR INSTALLATION OF SEALS.
THE SEALS SHALL BE A TRUMBULL INDUSTRIES, INC.
LINK-SEAL, MODEL "S-316", MODULAR SEAL WITH
316 STAINLESS STEEL BOLTS & NUTS.
SEALS SHALL BE SIZED & INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
TYPICAL BASE SLAB "L" BAR SPACING,
EACH FACE OF WALL
PLAN VIEW OF WET WELL SHOWING
ADDITIONAL REINFORCING AT INLET PIPE OPENING(S)
REDUCED SCALE, TYPICAL REINFORCING NOT SHOWN
#6 VERTICAL BARS
(FOUR TOTAL)
#6 CIRCULAR BAR EACH FACE,
SEE BELOW
ADDITIONAL HORIZONTAL BARS
ABOVE AND BELOW PENETRATION
FOR 36" PIPE, SEE VIEW AT LEFT
(THIS DETAIL) FOR SPACING
#6 VERTICAL BARS (FOUR TOTAL)
#6 CIRCULAR BAR EACH FACE,
SEE BELOW
ADDITIONAL HORIZONTAL BARS
ABOVE AND BELOW PENETRATIONS
FOR 24" PIPE, SEE VIEW AT LEFT
(THIS DETAIL) FOR SPACING
2'-
0
"
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#6 x 8'-0" VERTICAL BAR EACH SIDE OF OPENING,
EACH FACE OF WALL (FOUR BARS TOTAL AT EACH PIPE),
ADDITIONAL BASE SLAB "L" BARS ARE NOT REQUIRED
WET WELL
DETAILS
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
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,
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THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
S5
3/4" = 1'-0"
INTAKE PIPE
SUPPORT
DETAILS
1
PIPE SUPPORTS AT RESERVOIR INTAKE - LOOKING WEST
END VIEW OF TYPICAL PIPE SADDLE SUPPORTS
PIPE, SEE OTHER
DRAWINGS
T.O. CONCRETE ELEV. 4982.67,
VERIFY w/ SADDLE DESIGN
PIPE INVERT ELEV. 4983.67,
VERIFY w/ CIVIL DRAWINGS
B.O. FOOTING 4979.00
3'-0"3'-0"
3'-6"3'-6"
6"6"
7'-0" FOOTING
1'
-
0
"
FO
O
T
I
N
G
3"
CL
E
A
R
REMOVABLE STRAP PLATE OVER PIPE
BOLTS FOR REMOVABLE STRAP
PIPE SADDLES AND ANCHORAGE
TO CONCRETE TO BE DESIGNED
BY SADDLE MANUFACTURER,
SEE NOTES ABOVE
PIPE SADDLES AND ATTACHMENTS TO THE CONCRETE
SHALL BE DESIGNED (BY MANUFACTURER) FOR 6,000 POUNDS UPLIFT.
PIPE SADDLES AND ATTACHMENTS SHALL BE HOT-DIPPED GALVANIZED.
THE ANCHORS SHALL ALLOW REMOVAL OF THE SADDLES WITHOUT
REMOVAL OF THE ANCHORS (REMOVABLE NUTS ON TOP OF ANCHORS).
PI
P
E
,
SE
E
O
T
H
E
R
DR
A
W
I
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G
S
22'-0" MIN. PIPE LENGTH WITHOUT SPLICE
7'-6" FROM
CENTER OF PIPE SADDLE SUPPORT
TO CENTER OF PIPE TEE SUPPORT
13'-0", CENTER TO CENTER OF PIPE SADDLE SUPPORTS
SIDE VIEW OF PIPE SUPPORTS
4'-6" FOOTING
2'-3"
3'-
0
"
M
I
N
.
FR
O
S
T
D
E
P
T
H
1'-0"
1'
-
0
"
FO
O
T
I
N
G
FOOTING REINFORCING,
(9) #6 BARS IN SHORT DIRECTION
(5) #6 BARS IN LONG DIRECTION
2 1/2" CLEAR, SIDES, TOP & ENDS
#6 BARS AT 0'-11" o/c w/
STANDARD HOOKS EACH END
T.O. CONCRETE ELEV. 4982.67,
VERIFY w/ SADDLE DESIGN
SEE OTHER PIPE SUPPORT
FOR DETAILS
PIPE SADDLE
PIPE INVERT ELEV. 4983.67,
VERIFY w/ CIVIL DRAWINGS
PLAN VIEW OF WARPED BEARING PLATE
SIDE VIEW OF WARPED BEARING PLATE
LOOKING TOWARD PUMP STATION
1/2" THICK x 1'-4" SQUARE PLATE
CENTER OF PIPE TEE,
WARPED PLATE & VERTICAL PIPE
WARP PLATE TO THE CONTOUR OF
THE UNDERSIDE OF PIPE TEE
1/2" THICK x 1'-4" SQUARE PLATE
4'-0" SQUARE FOOTING
3'-
0
"
M
I
N
.
FR
O
S
T
D
E
P
T
H
1'
-
0
"
FO
O
T
I
N
G
FOOTING REINFORCING,
FIVE #6 BARS, EACH WAY
3"
CL
E
A
R
T.O. CONCRETE, MATCH ELEV. OF THE TYP. PIPE SADDLE SUPPORTS
B.O. FOOTINGS 4979.00
4" STANDARD PIPE (SCHEDULE 40)
WARPED BEARING PLATE,
SEE ABOVE
1/4
TOP & BOTTOM
OF PIPE
1/2" THICK x 1'-0" SQUARE BASE PLATE WITH
FOUR 7/8" DIA. HOLES AT 0'-8" o/c EACH WAY
THE PIPE SUPPORT ASSEMBLY SHALL
BE H.D. GALV. AFTER FABRICATION
1'-6" SQUARE CONCRETE COLUMN
2 1/2" CLEAR, ALL SIDES
CENTER OF PIPE TEE, PIPE SUPPORT,
CONCRETE COLUMN AND FOOTING, EACH WAY
CLOSED TIES
90 DEGREE HOOKS
w/ 3" EXTENSIONS
1'-1" SQUARE (OUTSIDE)
END VIEW OF SUPPORT FOR PIPE TEE
REDUCER,
SEE CIVIL
DRAWINGS
SUCTION SCREEN BEYOND, SEE CIVIL DRAWINGS
SUPPORT FOR PIPE TEE, SEE END VIEW ABOVE
SEE CIVIL DRAWINGS FOR INTAKE SCREENS, PIPE SPOOLS,
PIPE TEE, PIPE REDUCER & FLANGE CONNECTIONS
(SHOWN ON STRUCTURAL PLANS FOR REFERENCE ONLY)
SEE OTHER DRAWINGS FOR
PIPE, PIPE BEDDING AND
PIPE JOINT SPECIFICATIONS
PIPE SADDLE
PIPE SPOOL,
SEE CIVIL
DRAWINGS
SEE CIVIL DRAWINGS FOR INTAKE SCREENS, PIPE SPOOLS,
PIPE TEE, PIPE REDUCER & FLANGE CONNECTIONS
(SHOWN ON STRUCTURAL PLANS FOR REFERENCE ONLY)
3'-
0
"
M
I
N
.
FR
O
S
T
D
E
P
T
H
B.O. RESERVOIR ELEV. 4982.00
B.O. FOOTINGS 4979.00
2'-3"
1'-0"
4'-0" SQUARE FOOTING
(4) 3/4" DIA. H.D. GALVANIZED
ASTM F1554, GRADE 36 THREADED RODS,
EMBEDDED 0'-10" INTO CONCRETE w/
SIMPSON SET-XP EPOXY ADHESIVE
B.O. RESERVOIR ELEV. 4982.00
#6 HORIZONTAL BARS AT 0'-9" o/c,
EACH FACE
(4) #6 VERTICAL BARS w/ STANDARD HOOKS AT BOTTOM
#4 CLOSED TIES AT 0'-8" o/c, TWO TIES IN TOP 5"
WARPED BEARING PLATE, SEE ABOVE
PIPE TEE, SEE CIVIL DRAWINGS
WARP PLATE UP AT 2 CORNERS
SIDE VIEW OF WARPED BEARING PLATE
LOOKING AWAY FROM PUMP STATION
1/2" THICK x 1'-4" SQUARE PLATE
2'-0" (ALL SIDES)
2'-0" LAYER OF IMPORTED GRANULAR
STRUCTURAL FILL PLACED AND
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL RECOMMENDATIONS
2'-
0
"
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
N
T
A
V
A
NO
N
-
P
O
T
P
U
M
P
S
T
A
T
I
O
N
Fo
r
t
C
o
l
l
i
n
s
,
C
o
l
o
r
a
d
o
THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
S6
3/4" = 1'-0"
WET WELL
COVER PLATE
AND LADDER
DETAILS
5/16" x 3" BENT BAR w/
11/16" DIA. HOLE FOR ANCHOR
1" DIAMETER STEEL RUNGS,
COATED WITH SLIP RESISTANT MATERIAL TO
PREVENT SLIPPAGE PER OSHA 1926.1053 (a) (6) (i)
FACE OF
WET WELL WALL
FI
E
L
D
M
E
A
S
U
R
E
T.O. CONCRETE SLAB
EQ
U
A
L
L
Y
S
P
A
C
E
L
A
D
D
E
R
R
U
N
G
S
(
+
/
-
3
/
8
"
)
,
SP
A
C
I
N
G
T
O
B
E
1
0
"
M
I
N
I
M
U
M
,
1
4
"
M
A
X
I
M
U
M
1'-11 3/4" CLEAR
1/
4
"
PLAN VIEW OF LADDER
3/16
TYP.
1/2" x 2 1/2"
BAR SIDE
RAILS
3"
1 1/2"
1"
2'-
6
"
M
A
X
.
6'-
0
"
M
A
X
.
BE
T
W
E
E
N
S
U
P
P
O
R
T
S
TOP OF
CONCRETE SLAB
FACE OF
CONCRETE
WALL
SIDE VIEW OF LADDER
ATTACH LADDER TO THE CONCRETE WALL w/
5/8" DIAMETER HOT-DIPPED GALVANIZED TITEN HD ANCHORS
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS & ICC REPORT ESR-2713.
EMBEDMENT OF ANCHORS INTO CONCRETE SHALL BE 5" MIN.
15" MIN. FROM
CENTER OF LADDER
TO ANY OBSTRUCTION,
EACH SIDE OF LADDER
THE ACCESS HATCH IS TO BE A:
PAINTED 3'-0" CLEAR x 3'-2" CLEAR, BILCO TYPE SS-40, SINGLE LEAF ROOF SCUTTLE.
SEE "ACCESS AND ACCESS GUARDRAIL PLAN" ON SHEET S2 FOR CLEAR DIMENSIONS AND ORIENTATION.
THE HATCH GUARDRAIL SHALL BE A YELLOW POWDER COATED BILCO BIL-GUARD RL2-E
SAFETY RAILING SYSTEM (GUARDRAIL NOT SHOWN).
THE LADDER SHALL BE PROVIDED WITH A HOT-DIPPED GALVANIZED
BILCO LU2 LADDER UP SAFETY POST (NOT SHOWN).
T.O. HATCH FRAME
1'-0" FROM CENTER OF RUNG
TO FACE OF CONCRETE WALL
FRONT VIEW OF LADDER
CENTER OF RUNG
TO BE AT TOP OF
HATCH FRAME ELEVATION
2'-
6
"
M
A
X
.
WET WELL,
REINFORCING
NOT SHOWN
30
"
M
I
N
.
F
R
O
M
CE
N
T
E
R
O
F
R
U
N
G
S
TO
A
N
Y
O
B
S
T
R
U
C
T
I
O
N
4
LADDER IN WET WELL
WT 5 x 15 ASTM A992 STIFFENER
(SEE PLAN FOR LOCATION)
2 1/2" PLATE EXTENSION BEYOND ANGLE
1/2" GAP BETWEEN
INSIDE FACE OF CONCRETE WELL
AND FACE OF STEEL ANGLE
SEE PLAN
L 3 x 3 x 1/4 EDGE ANGLE
AT PERIMETER OF COVER PLATE
1/4" THICK CARBON STEEL
(ASTM A36) CHECKER PLATE
(PLACE LUGS UP)
3/16
1 @ 8
3/16 1 @ 8
3/16 1 @ 8
3/16 1 @ 8TYP. AT PERIMETER
ANGLES
TYP. AT WT
STIFFENER
WT 5 x 15 (ASTM A992) STIFFENER
(SEE PLAN FOR LOCATION)
2 1/2" PLATE EXTENSION BEYOND ANGLE
1/2" GAP BETWEEN INSIDE EDGE OF CONCRETE WELL
AND FACE OF STEEL ANGLE (GAP ALL SIDES OF COVER)
PERIMETER ANGLE
1/4" THICK CARBON STEEL
(ASTM A36) CHECKER PLATE
(PLACE LUGS UP)
3/16
1 1/2
WT STEM TO
PERIMETER ANGLE
CLIP STEM OF WT STIFFENER,
2" x 2"
1
1
/
4
"
CO
P
E
ON
W
T
3/16 1 1/2
PLATE OVERLAPS CONCRETE WALL 2" (ALL SIDES)
TYPICAL CONDITION AT PERIMETER OF COVER PLATES
1
TYPICAL ATTACHMENT OF WT STIFFENERS TO PERIMETER ANGLES
2
PAD EYES AT PARKS DEPT. COVER PLATE
3
3/4" HEAVY HEX NUT,
TACK WELDED TO BOTTOM
OF ANGLE (3 SIDES)
PAD EYE AT CENTER OF ANGLE
REMOVABLE PAD EYE
PAD EYE
PAD EYE WITH
3,000 POUND CAPACITY
(3/4" THREADED SHANK)
CHECKER PLATE
PROVIDE 7/8" DIAMETER
HOLE IN CHECKER PLATE
AND ANGLE FOR PAD EYE
PERIMETER ANGLE
POSITION HATCH ON COVER PLATE
SO CENTER OF LADDER RUNGS ARE
7" FROM INSIDE FACE OF HATCH COVER
HATCH COVER
THE GUARDRAIL SYSTEM IS
NOT SHOWN ON THIS DETAIL
1. SEE SHEET S1 FOR "WET WELL LADDER, WELL COVER PLATES & INTAKE PIPE SUPPORTS" NOTES.
2. THE LADDER SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.
1. SEE SHEET S1 FOR "WET WELL LADDER, WELL COVER PLATES & INTAKE PIPE SUPPORTS" NOTES.1. SEE SHEET S1 FOR "WET WELL LADDER, WELL COVER PLATES & INTAKE PIPE SUPPORTS" NOTES.
2. THE MONTAVA COVER PLATE SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.
3. THE PARKS DEPTMENT COVER PLATE SHALL BE PRIMED AND PAINTED (2 COATS) AFTER FABRICATION.
WET WELL WALL
WET WELL WALL
SEE PLAN FOR LOCATION OF COVER PLATE ANCHOR AT MONTAVA WET WELL (ONE ANCHOR),
5/8" DIA. HOT-DIPPED GALVANIZED THREADED ROD (THREADED FULL LENGTH)
EPOXY GROUTED 6" INTO CONCRETE WALL WITH SIMPSON STRONG-TIE SET-3G EPOXY.
1
3
/
4
"
THREADED ROD SHALL EXTEND 2" BEYOND INSIDE FACE OF WALL.
PROVIDE 3/4" DIAMETER HOLE IN PERIMETER ANGLE.
PROVIDE 5/8" HOT-DIPPED GALVANIZED NUT (DO NOT CLOSE GAP BETWEEN ANGLE & WALL).
SEE SHEET S2
FOR CLEAR OPENING
IN THIS DIRECTION
WET WELL WALL
COVER PLATE CONTINUES
AT PARKS DEPT. WET WELL
WET WELL WALL
AT PERIMETER OF PARKS DEPARTMENT WET WELL COVER (4 SIDES)
PROVIDE 1" WIDE x 3/4" TALL, CLOSED CELL, SEAL FOAM TAPE
(ADHESIVE SIDE ATTACHED TO WET WELL)
PARKS DEPARTMENT COVER PLATE
FOAM TAPE AT PARKS DEPARTMENT WET WELL
1. SEE SHEET S1 FOR "WET WELL LADDER, WELL COVER PLATES
& INTAKE PIPE SUPPORTS" NOTES.
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
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,
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a
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THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
1/4" = 1'-0"
SPLITTER
STRUCTURE
PLANS
S7
7'
-
0
"
3'-
1
0
"
1'
-
0
"
W
A
L
L
1'
-
0
"
W
A
L
L
12
'
-
1
0
"
5'-0"2'-5"
7'-5"
OUTSIDE TO
OUTSIDE OF WALLS
3'-3 3/4"
2'-2 5/16"
4'-3 5/16"
3'-
7
3
/
8
"
3'-
1
0
"
6'-
1
1
/
2
"
3'-
1
0
3
/
4
"
2'-
7
1
/
8
"
16
'
-
5
3
/
8
"
O
U
T
S
I
D
E
T
O
O
U
T
S
I
D
E
O
F
W
A
L
L
S
3
'
-
0
"
C
L
E
A
R
1'-0"
WALL
3'-0"
CLEAR
1'-0"
WALL
SEE DETAIL 2/S8 FOR GRATING AND BEAM DETAILS.
GRATING PANELS SHALL BE H.D. GALV., NON-SERRATED BAR GRATING.
BEARING BARS SHALL BE 3/16" WIDE x 1" TALL, SPACED AT 1 3/16" ON CENTER.
THE ARROWS ON THE PLAN INDICATE DIRECTION OF BEARING BARS AT EACH PANEL.
CROSS BARS SHALL BE 1/4" (ROUND OR SQUARE) AND SPACED AT 0'-4" ON CENTER.
THE ENDS OF THE BEARING BARS SHALL BE BANDED.
THE GRATING IS NOT DESIGNED FOR TRUCK WHEEL LOADING.
THE GRATING IS DESIGNED FOR 100 PSF UNIFORM LIVE LOAD.
GRATING PANEL "A":
FIELD MEASURE WIDTH (VERIFY CLEARANCE FOR OUTLET GATE ASSEMBLY).
FIELD MEASURE LENGTH (1/4" GAP AT NOTCH IN CONCRETE WALL AT EACH END OF PANEL).
GRATING PANEL "B":
PANEL WIDTH = 35 13/16".
FIELD MEASURE LENGTH (1/4" GAP AT NOTCH IN CONCRETE WALL AND 1/4" FROM CENTER OF BEAM).
GRATING PANEL "C":
FIELD MEASURE WIDTH (3/4" GAP TO CONCRETE WALL AND 1" MAX. GAP BETWEEN ADJACENT PANELS).
FIELD MEASURE LENGTH (1/4" FROM CENTER OF BEAMS).
GRATING PANEL "D":
PANEL WIDTH = 35 13/16".
FIELD MEASURE LENGTH (1/4" FROM CENTER OF BEAMS).
GRATING PANEL "E":
FIELD MEASURE WIDTH (3/4" GAP TO CONCRETE WALL AND 1" MAX. GAP BETWEEN ADJACENT PANELS).
FIELD MEASURE LENGTH (1/4" GAP AT NOTCH IN CONCRETE WALL AND 1/4" FROM CENTER OF BEAM).
GRATING PANEL "F":
FIELD MEASURE WIDTH (VERIFY CLEARANCE FOR OUTLET GATE ASSEMBLY).
FIELD MEASURE LENGTH (1/4" GAP AT NOTCH IN CONCRETE WALL AT EACH END OF PANEL).
4'-
0
"
3'-
3
"
GRATING
PANEL "A"
W 5 x 16 BEAMS (SEE 2/S8),
TYP. FOR THREE BEAMS
CENTER OF BEAM
GRATING PANEL "F"
GRATING PANEL "D"
GRATING PANEL "B"
CENTER OF BEAM
GRATING PANEL "E"
4" WIDE LEDGE EA. SIDE
AT GRATING PANEL "F"
4"
WI
D
E
LE
D
G
E
4
"
W
I
D
E
L
E
D
G
E
E
A
.
S
I
D
E
A
T
G
R
A
T
I
N
G
P
A
N
E
L
"
A
"
4"
WI
D
E
LE
D
G
E
1'
-
0
"
T
O
O
U
T
S
I
D
E
F
.
O
.
W
A
L
L
1'-0" TO
OUTSIDE F.O. WALL
11'-6" BASE SLAB
18
'
-
0
"
B
A
S
E
S
L
A
B
SPLITTER STRUCTURE BASE SLAB PLAN
(SCALE:
1
4
" = 1'-0")
1.TOP OF BASE SLAB SHALL BE LEVEL. SEE DETAIL 1/S8 FOR ELEVATION.
2.THE TOP OF THE BASE SLAB SHALL BE FINISHED WITH A TROWEL FINISH.
3.ALL REINFORCING FOR WET WELL BASE SLAB AND WALLS SHALL BE EPOXY COATED.
SEE NOTES ON S1.
NO
R
T
H
OUTLINE OF WALLS,
SEE WALL PLAN VIEW AT RIGHT
FOR DIMENSIONS
BASE SLAB REINFORCING,
SEE DETAIL 1/S8
SPLITTER STRUCTURE WALL PLAN
(SCALE:
1
4
" = 1'-0")
1.SEE DETAIL 1/S8 FOR TOP OF WALL ELEVATION.
2.REINFORCING FOR WET WELL BASE SLAB AND WALLS SHALL BE EPOXY COATED.
SEE NOTES ON S1.
3.SEE 3/S8 FOR WALL CONDITION AT INLET AND OUTLET PIPES.
NO
R
T
H
SPLITTER STRUCTURE GRATING PLAN
(SCALE:
1
4
" = 1'-0")
1.TOP OF GRATING ELEVATION SHALL MATCH TOP OF WALL ELEVATION.
NO
R
T
H
INLET PIPE,
SEE OTHER
DRAWINGS
OUTLET PIPE,
SEE OTHER DRAWINGS
OUTLET PIPE,
SEE OTHER
DRAWINGS
OUTLET GATE ASSEMBLY,
SEE OTHER DRAWINGS
OUTLET GATE ASSEMBLY,
SEE OTHER DRAWINGS
GRATING PANEL "C"
4'-
4
3
/
4
"
TO
C
E
N
T
E
R
OF
B
E
A
M
5'-
1
1
"
T
O
CE
N
T
E
R
O
F
S
T
E
P
S
STEPS
STEPS
1
S8
SEE 2/S8 FOR H.D. GALV. SADDLE CLIP
AT EACH END OF EACH GRATING PANEL
1
S8
1
S8
4
1
/
2
"
C
L
E
A
R
B
E
T
W
E
E
N
WA
L
L
A
N
D
G
R
A
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I
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P
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L
,
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C
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A
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D
FO
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A
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A
S
S
E
M
B
L
Y
3/4" GAP BETWEEN WALL AND SIDE OF GRATING PANEL,
1" MAX. GAP BETWEEN ADJACENT GRATING PANELS
4 1
/
2
"
C
L
E
A
R
B
E
T
W
E
E
N
WAL
L
A
N
D
G
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A
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P
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L
,
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A
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E
A
S
S
E
M
B
L
Y
GRATING PANEL NOTES
SEE DETAIL 3/S1 FOR
WALL REINFORCING AT CORNERS
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
N
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A
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A
NO
N
-
P
O
T
P
U
M
P
S
T
A
T
I
O
N
Fo
r
t
C
o
l
l
i
n
s
,
C
o
l
o
r
a
d
o
THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
3/4" = 1'-0"
S8
SPLITTER
STRUCTURE
DETAILS
1'-0" THICK CONCRETE WALL
(REINFORCING NOT SHOWN)
T.O. CONCRETE WALL
T.
O
.
B
E
A
M
1"
B
E
L
O
W
T.
O
.
W
A
L
L
ANCHORS
END PLATE
PLAN VIEW AT EACH END OF BEAM
SIDE VIEW AT EACH END OF BEAM
END VIEW AT EACH END OF BEAM
BE
A
M
,
SE
E
P
L
A
N
SPLITTER STRUCTURE GRATING SUPPORT BEAMS
2
1/4" THICK STEEL PLATE WITH
TWO 3/4" DIAMETER HOLES
BEAM END PLATES
3/16
BEAM TO
END PLATES
1.BEAMS SHALL BE H.D. GALVANIZED AFTER FABRICATION (INCLUDING END PLATES)
SECTION THROUGH BEAM
CENTER OF HOLES
T.
O
.
P
L
A
T
E
1
/
4
"
BE
L
O
W
T
.
O
.
B
E
A
M
2
3
/
4
"
F
R
O
M
T.
O
.
P
L
A
T
E
T
O
CE
N
T
E
R
O
F
H
O
L
E
S
6"
1 1/2", EACH SIDE
5
1
/
2
"
TO
P
F
L
A
N
G
E
OF
S
T
E
E
L
B
E
A
M
ATTACH BEAM TO CONCRETE WALL WITH
TWO 5/8" DIA. x 5" LONG TITEN HD ANCHORS
(ASTM B695, CLASS 65 MECHANICALLY GALVANIZED)
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
WALL REINFORCING NOT SHOWN
WALL REINFORCING NOT SHOWN
1" HIGH x 4" WIDE NOTCH IN T.O. WALL
(WHERE OCCURS, SEE PLAN)
ANCHORS, SEE ABOVE
1'-0" THICK CONCRETE WALL
(REINFORCING NOT SHOWN)
CROSS BARS
BEARING BARS
END BAND
GRATING PANELGRATING PANEL
SEE PLAN FOR
DIRECTION OF
BEARING BARS
GRATING PANEL
CENTER OF SADDLE CLIP 1 1/4"
FROM END OF GRATING PANEL
1/4" DIA. H.D. GALV. THREADED ROD WITH THREE H.D. GALV. NUTS
(1 NUT BELOW BEAM FLANGE, ONE ABOVE BEAM FLANGE, ONE AT SADDLE CLIP),
THREADED ROD SHALL NOT EXTEND ABOVE T.O. GRATING
STEEL BEAM,
SEE PLAN
DRILL 5/16" DIA. HOLE IN TOP FLANGE (FOR 1/4" RODS)
AT APPROXIMATE CENTER OF GRATING PANELS
(CENTER HOLE BETWEEN BEARING BARS)
ATTACHMENT OF GRATING PANELS TO STEEL BEAMS
THERE SHALL BE ONE SADDLE CLIP AT EACH END OF
EACH GRATING PANEL (NOT REQUIRED AT SIDES OF PANELS)
1/4" GAP BETWEEN GRATING PANEL AND CENTER OF BEAM
GRATING PANEL
CENTER OF SADDLE CLIP 1 1/4"
FROM END OF GRATING PANEL
1/4" DIA. H.D. GALV. THREADED ROD EPOXY GROUTED 3" INTO CONCRETE WALL
WITH SIMPSON STRONG-TIE SET3G ADHESIVE.
LOCATE HOLE AT APPROXIMATE CENTER OF GRATING PANEL (CENTER BETWEEN BEARING BARS)
ATTACHMENT OF GRATING PANELS TO CONCRETE WALL
THERE SHALL BE ONE SADDLE CLIP AT EACH END OF
EACH GRATING PANEL (NOT REQUIRED AT SIDES OF PANELS)
1/4" GAP BETWEEN
GRATING PANEL & EDGE OF NOTCH
1'-0" THICK CONCRETE WALL
(REINFORCING NOT SHOWN)
T.O. CONCRETE WALL
NOTCH IN T.O. WALL
1/4" FROM CENTER OF BEAM
(EACH WAY) TO GRATING PANEL, TYP.
SEE ABOVE FOR ATTACHMENT
OF GRATING PANELS TO
BEAMS AND CONCRETE WALL
SECTION THROUGH SPLITTER STRUCTURE
1
T.O. BASE SLAB
ELEV. 5025.30' (LEVEL)
T.O. WALL ELEV. 5031.50'
SEE DETAIL 2/S8 FOR GRATING
STEEL BEAM BEYOND, SEE 2/S8
FINISH GRADE,
SEE OTHER DRAWINGS
1'-0" THICK WALLS, TYP.
SE
E
3
/
S
8
FO
R
C
O
N
D
I
T
I
O
N
AT
I
N
L
E
T
A
N
D
OU
T
L
E
T
P
I
P
E
S
3 1/4" TO EDGE OF
BASE SLAB "L" BARS
AND VERTICAL WALL BARS,
TYP. EACH SIDE OF WALL
BASE SLAB "L" BARS EACH FACE OF
WALL (STANDARD HOOKS AT BOTTOM),
SEE NOTES ABOVE (THIS DETAIL)
FOR "L" BAR SIZE & SPACING
CLEARANCE FROM THE OUTSIDE FACE OF THE HORIZONTAL BARS,
TO THE FACE OF FORMWORK SHALL BE DETAILED AT 2 1/2",
WITH A STRICT FIELD MINIMUM OF 2" CLEAR.
SEE NOTES ABOVE
(THIS DETAIL) FOR
TYP. WALL REINFORCING
T.O. "L" BARS
EX
T
E
N
D
"
L
"
B
A
R
S
2'-
6
"
I
N
T
O
W
A
L
L
SEE ABOVE LEFT
FOR WATERSTOP
6" FROM
INSIDE FACE OF WALL
TO CENTER OF WATERSTOP
CONSTRUCTION JOINT AND WATERSTOP AT TOP OF BASE SLAB AT ALL WALLS
TOP OF BASE SLAB
REINFORCING
NOT SHOWN
1.DO NOT BEND OR STRAIGHTEN REINFORCEMENT CAST IN CONCRETE
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
WATERSTOP,
SEE "WATERSTOP"
NOTES ON SHEET S1
1'-0"
WALL
TROWEL FINISH ON TOP OF WALLS
SEE NOTES ABOVE (THIS DETAIL)
FOR BASE SLAB REINFORCING
TURN "L" BAR HOOKS
TOWARD CENTER OF BASE SLAB
STANDARD 90 DEGREE HOOKS
ON ALL BASE SLAB REINFORCING
(TOP & BOTTOM LAYERS),
TURN HOOKS SIDEWAYS
3" CLEAR TO HOOKS
BASE SLAB, SEE PLAN FOR WIDTHS
1'
-
2
"
B
A
S
E
S
L
A
B
3"
C
L
E
A
R
3"
C
L
E
A
R
A
T
T
O
P
R
E
I
N
F
O
R
C
I
N
G
TO
A
L
L
O
W
F
O
R
W
A
T
E
R
S
T
O
P
I
N
S
T
A
L
L
A
T
I
O
N
EXCAVATION AND SHORING:
ALL EXCAVATION PROCEDURES, INCLUDING SHORING REQUIRED FOR
PROTECTION OF LIFE AND PROPERTY, ARE THE RESPONSIBILITY OF THE CONTRACTOR.
DEWATERING PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
SPLITTER STRUCTURE REINFORCING NOTES:
ALL REINFORCING FOR THE SPLITTER STRUCTURE BASE SLAB AND WALLS SHALL BE EPOXY COATED.
SEE NOTES ON SHEET S1.
SPLITTER STRUCTURE BASE SLAB NOTES:
THE SPLITTER STRUCTURE BASE SLAB SHALL BE PLACED IN ONE MONOLITHIC POUR.
THERE SHALL BE NO SPLICES IN THE BASE SLAB REINFORCING.
3" CLEAR SHALL BE PROVIDED BETWEEN THE REINFORCING AND THE BOTTOM OF THE BASE SLAB.
3" CLEAR SHALL BE PROVIDED BETWEEN THE REINFORCING AND THE TOP OF THE BASE SLAB
TO ALLOW FOR WATERSTOP PLACEMENT.
THE BASE SLAB TOP AND BOTTOM REINFORCING SHALL BE #5 BARS AT 1'-0" o/c, EACH WAY.
BASE SLAB TOP AND BOTTOM BARS SHALL HAVE STANDARD HOOKS EACH END.
SPLITTER STRUCTURE WALL REINFORCING:
OUTSIDE FACE BASE SLAB "L" BARS ..................................... #5 "L" BARS AT 1'-0" o/c
OUTSIDE FACE VERTICAL BARS ............................................ #5 BARS AT 1'-0" o/c
INSIDE FACE BASE SLAB "L" BARS ........................................ #5 "L" BARS AT 1'-0" o/c
INSIDE FACE VERTICAL BARS ............................................... #5 BARS AT 1'-0" o/c
OUTSIDE FACE HORIZONTAL BARS ....................................... #5 BARS AT 1'-0" o/c
STANDARD HOOK AT CORNERS, DO NOT SPLICE
INSIDE FACE HORIZONTAL BARS .......................................... #5 BARS AT 1'-0" o/c
STANDARD HOOK AT CORNERS, DO NOT SPLICE
SPLITTER STRUCTURE WALL NOTES:
THE WALLS SHALL BE PLACED IN ONE MONOLITHIC POUR.
EXCEPT WHERE SHOWN OTHERWISE, THE REINFORCING SHALL BE DETAILED TO
PROVIDE A TYPICAL CLEARANCE OF 2 1/2" FROM REINFORCING TO FACE OF CONCRETE
TO ALLOW FOR TOLERANCE IN BAR PLACEMENT.
AT THE WALLS, A STRICT MINIMUM OF 2" CLEAR SHALL BE PROVIDED BETWEEN
THE FACE OF CONCRETE AND THE REINFORCING.
THE HORIZONTAL WALL REINFORCING SHALL NOT BE SPLICED.
THE VERTICAL WALL REINFORCING SHALL NOT BE SPLICED.
PRIOR TO PLACEMENT OF THE WALLS,
THE TOP OF THE BASE SLAB CONCRETE
SHALL BE CLEAN AND FREE OF
LAITANCE, AND THE SURFACE OF THE
BASE SLAB SHALL BE WETTED AND
STANDING WATER REMOVED.
SEE "SPLITTER STRUCTURE GRATING PLAN"
ON SHEET S7 FOR NOTCH LOCATIONS
CONDITION AT SPLITTER STRUCTURE INLET AND OUTLET PIPES
3
3"
T
O
B
O
T
T
O
M
HO
R
I
Z
.
R
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I
N
F
O
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C
I
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G
AT
S
P
L
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E
R
W
A
L
L
S
CUT VERTICAL BARS AT PIPE OPENING
#6 VERTICAL BAR EACH SIDE OF OPENING,
EACH FACE OF WALL (FOUR BARS TOTAL AT EACH PIPE),
ADDITIONAL BASE SLAB "L" BARS ARE NOT REQUIRED
CU
T
H
O
R
I
Z
.
B
A
R
S
AT
P
I
P
E
O
P
E
N
I
N
G
1'
-
2
"
BA
S
E
S
L
A
B
BOTTOM HORIZ. BARS
TO BE CONTINUOUS
FO
U
R
#
5
HO
R
I
Z
.
B
A
R
S
A
T
4"
o
/
c
A
B
O
V
E
P
I
P
E
EXTEND ALL HORIZONTAL BARS,
INCLUDING ADD'L HORIZONTAL BARS
TO CORNERS AND HOOK PER 3/S1
1. THE ADDITIONAL VERTICAL, HORIZONTAL & CIRCULAR REINFORCING OCCURS AT EACH FACE OF THE WALL.
2"
C
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A
L
L
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I
N
F
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C
I
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G
PRIOR TO PLACING WALL CONCRETE,
EXTEND PIPE 6" INTO WALL FORMS
AND CAST CONCRETE AROUND PIPE
WHEN PLACING WALL CONCRETE,
VIBRATE CONCRETE THOROUGHLY
FO
R
M
E
D
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U
N
D
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)
SECTION VIEW THROUGH WALL AT PIPES
IN
L
E
T
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OU
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L
E
T
P
I
P
E
SEE CIVIL DRAWINGS
FOR INTAKE PIPE INVERT
#5 CIRCULAR BAR EACH FACE OF WALL.
CIRCULAR BARS TO BE INSIDE OF
HORIZONTAL & VERTICAL BARS,
LAP 2'-0" (SIMILAR TO DETAIL 1/S4)
2'-0"
(ALL SIDES)
2'-
0
"
2'-0" LAYER OF IMPORTED GRANULAR
STRUCTURAL FILL PLACED AND
COMPACTED IN ACCORDANCE WITH THE
GEOTECHNICAL RECOMMENDATIONS
MANHOLE STEPS SHALL
CONFORM TO AASHTO M 199,
SEE PLAN VIEWS FOR LOCATION
c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
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THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
1/4" = 1'-0"
WSSC
HEADWALL
S9
3'-0"3'-6"3'-6"6'-0"1'-6"
T.O. FOOTING ELEV. 5102.50'
T.O. WALL ELEV. 5110.00'
PIPE INVERT 5102.96'1'-0" THICKWALL, TYP.6'-0"10'-0"
10'-0"10'-0"
20'-0" BASE SLAB
PIPE,
SEE OTHER DRAWINGS
2'-
0
"
11
'
-
0
"
13
'
-
0
"
B
A
S
E
S
L
A
B
WSSC HEADWALL BASE ELEVATION VIEW
1.TOP OF BASE SLAB AND WALLS SHALL BE LEVEL.
2.ALL REINFORCING FOR BASE SLAB AND WALLS SHALL BE EPOXY COATED. SEE NOTES ON S1.
WSSC HEADWALL BASE SLAB PLAN (SCALE:
1
4
" = 1'-0")
1.ALL REINFORCING FOR BASE SLAB AND WALLS SHALL BE EPOXY COATED. SEE NOTES ON S1.
(SCALE:
1
4
" = 1'-0")
45
.
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,
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3'-
0
"
3'-
0
"
1
S9
1'
-
0
"
W
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CU
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L
SEE 1/S10 FOR CONDITION
AT PIPE PENETRATION
1
S9
1'
-
2
"
F
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G
2'-
4
"
C
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F
F
W
A
L
L
1
MIN.
1
T.O. WALL, SEE ELEVATION VIEW
T.O. FOOTING,
SEE ELEVATION VIEW
3'-
6
"
1'
-
2
"
FO
O
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I
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G
CU
T
O
F
F
1'-0" WIDE CUTOFF
FOOTING, SEE PLAN FOR WIDTHS
VARIES,
SEE PLAN
2'-0"
1'-0" WALL
THIS AREA BEHIND THE HEADWALLS SHALL
BE BACKFILLED WITH NATIVE OR IMPORTED
DENSE TO MEDIUM DENSE SOILS WITH
A WET UNIT WEIGHT OF 135 PCF AND
A FRICTION ANGLE OF 35 DEGREES
(SEE SOILS RECOMMENDATIONS)
FINISH GRADE,
SEE OTHER DRAWINGS
3 1/4" TO EDGE OF BASE SLAB "L" BARS AND
VERTICAL WALL BARS, TYP. EACH SIDE OF WALL
BASE SLAB "L" BARS EACH FACE OF
WALL (STANDARD HOOKS AT BOTTOM),
SEE NOTES ABOVE (THIS DETAIL)
FOR "L" BAR SIZE & SPACING
SEE NOTES ABOVE (THIS DETAIL)
FOR TYP. WALL REINFORCING
T.O. "L" BARS
SEE ABOVE
FOR WATERSTOP
TROWEL FINISH ON TOP OF WALLS
3"
T
O
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T
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HO
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O
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F
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AT
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E
A
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W
A
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L
S
WSSC AND NPIC HEADWALL EXCAVATION AND SHORING:
ALL EXCAVATION PROCEDURES, INCLUDING SHORING REQUIRED FOR
PROTECTION OF LIFE AND PROPERTY, ARE THE RESPONSIBILITY OF THE CONTRACTOR.
DEWATERING PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
WSSC AND NPIC HEADWALLS REINFORCING NOTES:
ALL REINFORCING FOR THE BASE SLAB AND WALLS AT THE HEADWALLS SHALL BE EPOXY COATED.
SEE NOTES ON SHEET S1.
WSSC AND NPIC HEADWALLS BASE SLAB NOTES:
THE BASE SLAB FOR THE HEADWALLS SHALL BE PLACED IN ONE MONOLITHIC POUR.
THERE SHALL BE NO SPLICES IN THE BASE SLAB REINFORCING.
3" CLEAR SHALL BE PROVIDED BETWEEN THE REINFORCING AND THE BOTTOM OF THE BASE SLAB.
3" CLEAR SHALL BE PROVIDED BETWEEN THE REINFORCING AND THE TOP OF THE BASE SLAB
TO ALLOW FOR WATERSTOP PLACEMENT.
THE BASE SLAB TOP AND BOTTOM REINFORCING SHALL BE #5 BARS AT 1'-0" o/c, EACH WAY.
BASE SLAB TOP AND BOTTOM BARS AT THE HEADWALLS DO NOT REQUIRE HOOKS AT ENDS.
WALL REINFORCING AT WSSC AND NPIC HEADWALLS:
OUTSIDE FACE BASE SLAB "L" BARS ..................................... #5 "L" BARS AT 1'-0" o/c
OUTSIDE FACE VERTICAL BARS ............................................ #5 BARS AT 1'-0" o/c
INSIDE FACE BASE SLAB "L" BARS ........................................ #5 "L" BARS AT 1'-0" o/c
INSIDE FACE VERTICAL BARS ............................................... #5 BARS AT 1'-0" o/c
OUTSIDE FACE HORIZONTAL BARS ....................................... #5 BARS AT 1'-0" o/c
STANDARD HOOK AT CORNERS, DO NOT SPLICE
INSIDE FACE HORIZONTAL BARS .......................................... #5 BARS AT 1'-0" o/c
STANDARD HOOK AT CORNERS, DO NOT SPLICE
WSSC AND NPIC HEADWALLS WALL NOTES:
THE WALLS SHALL BE PLACED IN ONE MONOLITHIC POUR.
EXCEPT WHERE SHOWN OTHERWISE, THE REINFORCING SHALL BE DETAILED TO PROVIDE A TYPICAL CLEARANCE OF
2 1/2" FROM REINFORCING TO FACE OF CONCRETE TO ALLOW FOR TOLERANCE IN BAR PLACEMENT. AT THE WALLS,
A STRICT MINIMUM OF 2" CLEAR SHALL BE PROVIDED BETWEEN THE FACE OF CONCRETE AND THE REINFORCING.
THE HORIZONTAL WALL REINFORCING SHALL NOT BE SPLICED.
THE VERTICAL WALL REINFORCING SHALL NOT BE SPLICED.
3"
C
L
E
A
R
TO
B
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T
T
O
M
RE
I
N
F
O
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C
I
N
G
3"
C
L
E
A
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T
O
TO
P
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I
N
F
O
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C
I
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G
EX
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N
D
"
L
"
B
A
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S
2'-
6
"
I
N
T
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W
A
L
L
TWO #5 BARS
AT 1'-0" o/c
3" CLEAR
#5 AT 1'-0" o/c,
STANDARD HOOK
AT TOP
#5 BARS AT 1'-0" o/c,
EACH WAY, TOP & BOTTOM
6" FROM
INSIDE FACE OF WALL
TO CENTER OF WATERSTOP
CONSTRUCTION JOINT AND WATERSTOP AT TOP OF BASE SLAB AT ALL WALLS
TOP OF BASE SLAB
REINFORCING
NOT SHOWN
1.DO NOT BEND OR STRAIGHTEN REINFORCEMENT CAST IN CONCRETE
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
WATERSTOP,
SEE "WATERSTOP"
NOTES ON SHEET S1
1'-0"
WALL
PRIOR TO PLACEMENT OF THE WALLS,
THE TOP OF THE BASE SLAB CONCRETE
SHALL BE CLEAN AND FREE OF
LAITANCE, AND THE SURFACE OF THE
BASE SLAB SHALL BE WETTED AND
STANDING WATER REMOVED.
1
TYPICAL SECTION THROUGH WSSC AND NPIC HEADWALLS
1.DO NOT BEND OR STRAIGHTEN REINFORCEMENT CAST IN CONCRETE WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
2.DO NOT WET-SET ANY BARS, INCLUDING BASE SLAB "L" BARS. SEE DETAIL 4/S1.
2'-
0
"
L
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F
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c Dale F. Jones,
PROJECT:
SCALE:
SHEET
U.N.O.
#2935
MO
N
T
A
V
A
NO
N
-
P
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P
U
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I
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Fo
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C
o
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l
i
n
s
,
C
o
l
o
r
a
d
o
THIS DRAWING IS INTENDED TO
BE PRINTED ON 24" x 36" PAPER
DALE F. JONES,
STRUCTURAL ENGINEER, Inc.
3250 SEDGWICK CIRCLE
LOVELAND, CO 80538
(970) 568-2919 mobile
djones@dfjse.com
State of Colorado License
Professional Engineer #32364
32364
F.ELAD S
E
N
OJ
ODAROLOC D
E
S
N
ECIL
RP
R
O
F
E
SIONA L E N GINEE
S
Structural Engineer, Inc., 2023
ISSUED AS:
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
PRELIMINARY -
NOT FOR
CONSTRUCTION
9/26/2023
REVISIONS
DRAWING
DATES
** PRELIMINARY **
NOT FOR CONSTRUCTION
1/4" = 1'-0"
NPIC
HEADWALL
S10
NPIC HEADWALL BASE ELEVATION VIEW
1.TOP OF BASE SLAB AND WALLS SHALL BE LEVEL.
2.ALL REINFORCING FOR BASE SLAB AND WALLS SHALL BE EPOXY COATED. SEE NOTES ON S1.
NPIC HEADWALL BASE SLAB PLAN (SCALE:
1
4
" = 1'-0")
1.ALL REINFORCING FOR BASE SLAB AND WALLS SHALL BE EPOXY COATED. SEE NOTES ON S1.
(SCALE:
1
4
" = 1'-0")
PIPE,
SEE OTHER DRAWINGS
1'-0"3'-0"3'-6"6'-0"1'-0" THICK WALL, TYP.1'-6"4"
13'-0" BASE SLAB
2'-
0
"
10
'
-
0
"
12
'
-
0
"
B
A
S
E
S
L
A
B
45
.
0
0
ø
DE
G
R
E
E
S
4'-
0
"
3'-
0
"
T.O. FOOTING ELEV. 5110.00'
T.O. WALL ELEV. 5116.80'
PIPE INVERT 5112.97'
2
'
-
1
0
1
/
2
"
EXIST'G
STRUCTURE NEW HEADWALL
EX
I
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T
'
G
W
A
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L
EX
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FO
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CONFIGURATION AND ELEVATION
OF EXIST'G FOOTING IS UNKNOWN.
CONTACT ENGINEER IF ALTERNATE
CONNECTION DETAIL IS REQUIRED.
EXIST'G
STRUCTURE
TO REMAIN
EXIST'G STRUCTURE
EXIST'G STRUCTURE
EXIST'G
STRUCTURE
DEMO THIS PORTION
OF EXIST'G STRUCTURE
1'
-
0
"
W
I
D
E
CU
T
O
F
F
W
A
L
L
1
S9
1
S9
SEE 1/S10 FOR CONDITION
AT PIPE PENETRATION
1'
-
2
"
F
O
O
T
I
N
G
2'-
4
"
C
U
T
O
F
F
W
A
L
L
SEE 2/S10 FOR CONNECTION OF
NEW WALL TO EXIST'G WALL
T.O. WALL, SEE ELEVATION VIEW
1'-0" WALL
3"
C
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A
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TO
B
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FO
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)
PI
P
E
BOTTOM HORIZ. BARS
TO BE CONTINUOUS
EXTEND ALL HORIZONTAL BARS,
INCLUDING ADD'L HORIZONTAL BARS
TO CORNERS AND HOOK PER 3/S1
TH
R
E
E
#
5
HO
R
I
Z
O
N
T
A
L
B
A
R
S
A
B
O
V
E
PI
P
E
,
E
A
C
H
F
A
C
E
O
F
W
A
L
L
CUT TYP. VERTICAL & HORIZONTAL BARS
2" CLEAR FROM OUTSIDE DIAMETER OF PIPE
PRIOR TO PLACING WALL CONCRETE,
EXTEND PIPE 6" INTO WALL FORMS
AND CAST CONCRETE AROUND PIPE
WHEN PLACING WALL CONCRETE,
VIBRATE CONCRETE THOROUGHLY
#5 CIRCULAR BAR EACH FACE OF WALL.
CIRCULAR BARS TO BE INSIDE OF
HORIZONTAL & VERTICAL BARS,
LAP 2'-0" (SIMILAR TO DETAIL 1/S4)
1
PIPE PENETRATION AT HEADWALLS
1.FOR DETAILS NOT SHOWN OR NOTED, SEE DETAIL 3/S8. ADD'L VERTICAL #6 BARS NOT REQUIRED AT HEADWALLS.
2 1/2" CLEAR
6
"
E
M
B
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D
M
E
N
T
EX
I
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T
'
G
CO
N
C
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W
A
L
L
EXIST'G HEADWALL
NEW HEADWALL,
TYP. REINFORCING NOT SHOWN
#5 BARS AT 1'-0" o/c,
EPOXY GROUTED INTO EXIST'G HEADWALL
WITH SIMPSON SET-3G EPOXY ADHESIVE
STANDARD HOOK
2
CONNECTION OF NEW HEADWALL TO EXISTING HEADWALL
1.CONNECTION TO EXISTING FOOTING IS NOT REQUIRED.