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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
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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,
STATE OF COLORADO
811
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SEE SHEET R2.9
MAR
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SEE SHEET __
SE
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MAR
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R2.14
MOUNTAIN VISTA DR
MAR
T
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MOUNTAIN VISTA DR
MAR
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MOUNTAIN VISTA DR
MAR
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1
811
SEE SHEET R3.6
SEE SHEET R3.6
MOUNTAIN VISTA DR
MAR
T
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4
811
MOUNTAIN VISTA DR
MAR
T
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3
811
TIMBERLINE
MAR
T
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HCL - SW QUAD EOP
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T
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811
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MAR
T
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I
S
T
A
F
L
O
W
L
I
N
E
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
/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
R3.19
RO
U
N
D
A
B
O
U
T
N
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
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
R3.20
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
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
R3.21
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
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
R3.22
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
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
R3.23
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
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
R3.24
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
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
R3.25
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
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
R3.26
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
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
R3.27
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
A
N
D
N
.
TI
M
B
E
R
L
I
N
E
R
D
.
I
N
T
E
R
S
E
C
T
I
O
N
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
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
R3.28
MO
U
N
T
A
I
N
V
I
S
T
A
D
R
.
I
S
L
A
N
D
DE
T
A
I
L
S
811
T
I
M
B
E
R
L
I
N
E
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
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
R3.29
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
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
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R
C
O
N
S
T
R
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C
T
I
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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
R3.30
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
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
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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
R3.31
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
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
R3.32
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
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
R3.33
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
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
R3.34
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
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12
4
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9
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R3.43
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T
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C
O
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D
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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
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N
G
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12
4
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9
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(I
N
T
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R
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C
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N
D
I
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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
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12
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9
W
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R3.45
MO
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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
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S
U
L
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I
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G
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N
G
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12
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9
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R3.46
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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
I
N
/M
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T
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N
C
O
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S
U
L
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I
N
G
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G
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9
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R3.47
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-
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S
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
I
N
/M
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T
I
N
C
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U
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12
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R3.48
N.
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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
I
N
/M
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T
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N
C
O
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U
L
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G
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G
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12
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R3.49
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T
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-
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C
T
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73+00.00 73+50.00 74+00.00
MAR
T
I
N
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T
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C
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R3.50
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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
I
N
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T
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C
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U
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G
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L
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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
I
N
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T
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C
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U
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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
T
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N
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36+00.00 36+50.00
MAR
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·
·
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A
A
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PRELIMINARY PLANS PREPARED
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MOUNTAIN VISTA DRIVE
NOVEMBER 15, 2023
NOT FOR CONSTRUCTION
STRUCTURAL NOTES - MOUNTAIN VISTA UNDERPASS
DESIGN DATA
JOINT SECTION A-A
M
O
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N
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A
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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
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V
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N
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3
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.
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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
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P
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S
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L
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S
12
4
9
9
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L
A
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C
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2
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3
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0
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T
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T
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N
.
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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
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
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L
L
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12
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2
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30
3
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0
0
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.
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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
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R
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A
S
S
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N
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W
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L
L
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S
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T
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C
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T
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G
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12
4
9
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W
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T
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L
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0
2
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5
30
3
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3
1
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6
1
0
0
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.
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A
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D
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S
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N
PH
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FU
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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
I
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
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
E
P
R
E
L
I
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
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
S
E
M
H
IR
-
M
H
-
0
3
12
8
"
C
D
O
T
BO
X
B
A
S
E
M
H
IR
-
M
H
-
0
1
12
8
"
C
D
O
T
BO
X
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
IR
-
M
H
-
0
4
12
8
"
C
D
O
T
BO
X
B
A
S
E
M
H
W/
3
'
D
I
A
.
A
C
C
E
S
S
M
H
R6.0
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
.
1
0
+
0
0
T
O
2
1
+
0
0
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
E
M
H
IR
-
M
H
-
0
5
12
8
"
C
D
O
T
BO
X
B
A
S
E
M
H
IR
-
M
H
-
0
9
IR
-
M
H
-
0
7
12
8
"
C
D
O
T
BO
X
B
A
S
E
M
H
IR
-
M
H
-
0
6
12
8
"
C
D
O
T
BO
X
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
∅
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
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
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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
"
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5
D
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N
D
W
/
T
.
B
.
16
"
x
8
"
T
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/
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.
B
.
MAR
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/M
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N
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I
N
G
E
N
G
I
N
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E
R
S
12
4
9
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W
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,
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1
5
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3
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1
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PH
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T
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W
A
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R
P
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A
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CONNECT TO EXIST. WATER
STUB WITH 24"X16" REDUCER
16"x8" TEE W/T.B
VA
U
L
T
8" CAP W/T.B.
8" GATE VALVE
16"x6" TEE W/T.B
& 6" GATE VALVE
FHY ASSEMBLY
16" 45D BEND W/T.B.
16" 45D BEND W/T.B.
MOUNTAIN VISTA WATERLINE A
CO
N
N
E
C
T
T
O
E
X
I
S
T
.
W
A
T
E
R
ST
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B
W
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4
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T
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"
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B
.
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D
B
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N
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.
B
.
MAR
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N
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N
C
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S
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T
I
N
G
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N
G
I
N
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R
S
12
4
9
9
W
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T
C
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,
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8
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.
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SSWR MH #X-11
4'Ø SSWR MH
SSWR MH #X-7
4'Ø SSWR MH
SSWR MH #X-6
4'Ø SSWR MH
SSWR MH #A1
4'Ø SSWR MH
SSWR MH #X-2
4'Ø SSWR MH
SSWR MH #X-1
5'Ø SSWR MH
CONNECT TO EXIST.
BOXELDER SANITARY
SSWR MH #X-5
4'Ø SSWR MH
PHASE E
PHASE G
8" STUB & CAP 8" STUB & CAP
8" STUB & CAP
8" STUB & CAP
8" STUB & CAP
SSWR MH #X-4
4'Ø SSWR MH
SSWR MH #X-8
4'Ø SSWR MH
SSWR MH #X-9
4'Ø SSWR MH
SSWR MH #X-10
4'Ø SSWR MH
8" STUB & CAP
SSWR MH #X-3
4'Ø SSWR MH
SAN LINE X
SS
W
R
M
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#
X
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1
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Ø
S
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W
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CO
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S
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#
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4'
Ø
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SS
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#
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6
4'
Ø
S
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W
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SS
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#
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MOUNTAIN VISTA
TI
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811
SS-1.1
MAR
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C
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S
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I
N
G
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N
G
I
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12
4
9
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W
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,
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A
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VA
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MOUNTAIN VISTA DRIVE
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
N.
T
I
M
B
E
R
L
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2 SY RE
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
L
T
VAULT
VAULT
VAUL
T
VAU
L
T
VAUL
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VAU
L
T
VAU
L
T
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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11
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11
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2
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Produced by:
Date:
Revision:
L1
Date:
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
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A
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&
I
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MO
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PH
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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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L
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,
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H
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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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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
"
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"
6'
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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.
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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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1734
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
L1 L2
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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
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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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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'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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1 CA SP
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14'
BENCH TYPE 2, TYP.STOP
36
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6'
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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.
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1603 Oakridge Drive, Suite 100
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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'
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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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:
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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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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
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90/10 FESCUE BLEND
TREE LIST - PARK FRONTAGE
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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
A
VA
U
L
T
MOUNTAIN VISTA DRIVE
N. TIM
N.
T
I
M
B
E
R
L
I
N
E
R
O
A
D
MOUNTAIN VISTA DRIVE
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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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POC
SIZE: 1-INCH
PRESSURE: 55 PSI
(MIN. REQUIRED)
FLOW: 25 GPM
CONTROLLER
120 VAC POWER REQUIRED
2
1
IR1 IR2
1
VA
U
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MOUNTAIN VISTA DRIVE
N. TIM
N.
T
I
M
B
E
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L
I
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O
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D
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
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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:
IR1
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11/08/23
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0N O R T H 60'15'30'
S C A L E : 1''= 3 0'
MA
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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:
IR2
Date:
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1 2
43
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
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
Produced by:
Date:
Revision:
IR3
Date:
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11 12
HDPE MAINLINE PIPE
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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
Produced by:
Date:
Revision:
IR4
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15 16
3M DBR/Y-6 SPLICE KITS
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
Produced by:
Date:
Revision:
IR5
Date:
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17 18
19 MAINLINE & CONTROL WIRE
STUB-OUT (FUTURE CONNECTION)20 HDPE MAINLINE
SDR-1121
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
Produced by:
Date:
Revision:
IR6
Date:
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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
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:
\
H
I
N
E
S
I
N
C
D
R
O
P
B
O
X
\
D
E
S
I
G
N
\
P
R
O
J
E
C
T
S
\
H
F
2
M
P
R
O
P
E
R
T
Y
-
M
O
N
T
A
V
A
\
M
O
N
T
A
V
A
N
O
N
-
P
O
T
A
B
L
E
W
A
T
E
R
S
T
U
D
Y
\
A
C
A
D
\
0
4
P
A
R
K
F
R
O
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T
A
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E
\
I
R
-
P
A
R
K
F
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N
T
A
G
E
.
D
W
G
Pl
o
t
D
a
t
e
:
10
/
1
2
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2
0
2
3
4
:
2
7
P
M
P
l
o
t
t
e
d
B
y
:
Ju
s
t
i
n
D
a
n
n
e
l
l
y
Da
t
e
C
r
e
a
t
e
d
:
9/
2
6
/
2
0
2
3
Produced by:
Date:
Revision:
IR0
Date:
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
S
E
G
RO
A
D
W
A
Y
&
I
N
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
JDD
10/13/2023
1734
RO
A
D
W
A
Y
A
N
D
I
N
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
CO
M
M
U
N
I
T
Y
P
A
R
K
F
R
O
N
T
A
G
E
OV
E
R
A
L
L
N
O
T
E
S
A
N
D
L
E
G
E
N
D
V
A
U
L
T
VAU
L
T
VAU
L
T
V
A
U
L
T
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
O
D
D
R
I
V
E
(CON
N
E
C
T
O
R
L
O
C
A
L
)
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:
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:
\
H
I
N
E
S
I
N
C
D
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O
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X
\
D
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2
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D
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Pl
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D
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t
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:
10
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0
2
3
4
:
2
7
P
M
P
l
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t
t
e
d
B
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:
Ju
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l
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Da
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e
C
r
e
a
t
e
d
:
9/
2
6
/
2
0
2
3
Produced by:
Date:
Revision:
IR1
Date:
MO
N
T
A
V
A
S
U
B
D
I
V
I
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N
P
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&
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2
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|
C
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PH
A
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G
JDD
10/13/2023
1734
MA
T
C
H
L
I
N
E
,
S
E
E
B
E
L
O
W
NOTE:
LANDSCAPE AND IRRIGATION ON
THESE ROADWAY AND
INFRASTRUCTURE PLAN SHEETS
SHALL BE MAINTAINED BY CITY
OF FORT COLLINS PARKS.
MA
T
C
H
L
I
N
E
,
S
E
E
A
B
O
V
E
KEY MAP
1
2
SCALE:1" = 30'-0"2 PARK FRONTAGE
SCALE:1" = 30'-0"1 PARK FRONTAGE
RO
A
D
W
A
Y
A
N
D
I
N
F
R
A
S
T
R
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C
T
U
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P
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A
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CO
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F
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N
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A
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E
IR
R
I
G
A
T
I
O
N
P
L
A
N
NOTE:
LANDSCAPE AND IRRIGATION ON THIS
ROADWAY AND INFRASTRUCTURE PLAN SHEET
SHALL BE MAINTAINED BY THE DEVELOPER
UNTIL FUTURE COMMUNITY PARK IS
COMPLETED. THEN SHALL BE MAINTAINED BY
CITY OF FORT COLLINS PARKS.
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:
\
H
I
N
E
S
I
N
C
D
R
O
P
B
O
X
\
D
E
S
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Y
-
M
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T
A
V
A
\
M
O
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T
A
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A
N
O
N
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P
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A
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W
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\
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A
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0
4
P
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Pl
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e
:
10
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2
3
4
:
2
7
P
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P
l
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d
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:
Ju
s
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D
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l
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Da
t
e
C
r
e
a
t
e
d
:
9/
2
6
/
2
0
2
3
Produced by:
Date:
Revision:
IR2
Date:
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
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G
RO
A
D
W
A
Y
&
I
N
F
R
A
S
T
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C
T
U
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P
L
A
N
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
JDD
10/13/2023
1734
RO
A
D
W
A
Y
A
N
D
I
N
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
CO
M
M
U
N
I
T
Y
P
A
R
K
F
R
O
N
T
A
G
E
IR
R
I
G
A
T
I
O
N
D
E
T
A
I
L
S
1
3
2
4
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:
\
H
I
N
E
S
I
N
C
D
R
O
P
B
O
X
\
D
E
S
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N
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P
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T
S
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F
2
M
P
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T
A
V
A
\
M
O
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T
A
V
A
N
O
N
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P
O
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A
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F
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A
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.
D
W
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Pl
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t
D
a
t
e
:
10
/
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2
/
2
0
2
3
4
:
2
7
P
M
P
l
o
t
t
e
d
B
y
:
Ju
s
t
i
n
D
a
n
n
e
l
l
y
Da
t
e
C
r
e
a
t
e
d
:
9/
2
6
/
2
0
2
3
Produced by:
Date:
Revision:
IR3
Date:
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
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RO
A
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W
A
Y
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F
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A
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T
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P
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A
N
HF
2
M
|
C
O
L
O
R
A
D
O
PH
A
S
E
G
JDD
10/13/2023
1734
RO
A
D
W
A
Y
A
N
D
I
N
F
R
A
S
T
R
U
C
T
U
R
E
P
L
A
N
S
CO
M
M
U
N
I
T
Y
P
A
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K
F
R
O
N
T
A
G
E
IR
R
I
G
A
T
I
O
N
D
E
T
A
I
L
S
5
7
6
8
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:
\
H
I
N
E
S
I
N
C
D
R
O
P
B
O
X
\
D
E
S
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N
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P
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C
T
S
\
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F
2
M
P
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O
P
E
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T
Y
-
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T
A
V
A
\
M
O
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T
A
V
A
N
O
N
-
P
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A
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L
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A
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\
0
4
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A
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F
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A
G
E
.
D
W
G
Pl
o
t
D
a
t
e
:
10
/
1
2
/
2
0
2
3
4
:
2
8
P
M
P
l
o
t
t
e
d
B
y
:
Ju
s
t
i
n
D
a
n
n
e
l
l
y
Da
t
e
C
r
e
a
t
e
d
:
9/
2
6
/
2
0
2
3
Produced by:
Date:
Revision:
IR4
Date:
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
P
H
A
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A
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P
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HF
2
M
|
C
O
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O
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A
D
O
PH
A
S
E
G
JDD
10/13/2023
1734
RO
A
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A
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A
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D
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N
F
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A
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T
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CO
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M
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P
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F
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IR
R
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T
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D
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T
A
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S
9 10
11 12