HomeMy WebLinkAboutMONTAVA - PHASE G & IRRIGATION POND - BDR210013 - DOCUMENT MARKUPS - ROUND 6 - UTILITY PLANS (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
CO
V
E
R
S
H
E
E
T
C1.0
UTILITY PLANS FOR
MONTAVA SUBDIVISION PHASE G
A PARCEL OF LAND SITUATED IN SECTION 32, TOWNSHIP 8 NORTH,
RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
#
811
VICINITY MAP
SITE
”
City of Fort Collins
Development Review Engineering
Tim Dinger, P.E.
Date: 05/01/2023
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
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
GE
N
E
R
A
L
N
O
T
E
S
C1.1
”
“”
Please revise to
match the language
of the current note
#17
Add the rest of the list of approved variances.
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
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
GE
N
E
R
A
L
N
O
T
E
S
C1.2
“”
Fort Collins
Please add storm
drainage note #4
Please add Traffic Signing and
Pavement Marking notes #16-18
Latex paint
All lane lines shall be latex paint
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
1
CHESAPEAKE DR
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
1
BELLFIELD AVENUE
SEE SHEET C4.2
GOLLINGS STREET
SEE SHEET C4.9
ALLEY 11
SEE SHEET C4.17
BELLFIELD AVENUE
SEE SHEET C4.3
GOLLINGS STREET
SEE SHEET C4.9
ALLEY 9
SEE SHEET C4.15
ALLEY 13
SEE SHEET C4.17
ALLEY 10
SEE SHEET C4.16
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
0
+
0
0
T
O
1
6
+
5
0
)
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.0
Please label existing slope
CHESAPEAKE LEFT FL PROFILE
CHESAPEAKE RIGHT FL PROFILE CHESAPEAKE RIGHT FL PROFILE (2)CHESAPEAKE RIGHT FL PROFILE (3)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
1
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
1
A
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
0
+
0
0
T
O
1
6
+
5
0
)
F
L
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.0A
Fix overlapping labels
Please continue the existing
flowline profile past the edge of
the proposed flowline profile,
and label the existing grade
just beyond the edge of
improvements.
Fix overlapping labels Label slope
CHESAPEAKE DR
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
0
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
0
PEACHLEAF STREET
SEE SHEET C4.10
PEACHLEAF STREET
SEE SHEET C4.11
WADE S
T
R
E
E
T
SEE SHE
E
T
C4.4
WADE STREET
SEE SHEET C4.5
ALLEY 19
SEE SHEET C4.19REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
6
+
5
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.1
Minimum K
value is 26
CHESAPEAKE LEFT FL PROFILE CHESAPEAKE LEFT FL PROFILE (2)
CHESAPEAKE RIGHT FL PROFILE (3)CHESAPEAKE RIGHT FL PROFILE (4)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
0
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
0
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
5
0
SE
E
S
H
E
E
T
C4
.
0
A
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.24 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
CH
E
S
A
P
E
A
K
E
D
R
(
S
T
A
1
6
+
5
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.1A
The flowline leading to an inlet should be
designed as a series of grade breaks
instead of a vertical curve. The minimum
flowline grade into the inlet is 0.5%. Grade
breaks can be up to 1.0% in this instance.
The flowline leading to an inlet should be
designed as a series of grade breaks
instead of a vertical curve. The minimum
flowline grade into the inlet is 0.5%. Grade
breaks can be up to 1.0% in this instance.
BELLFIELD LEFT FL PROFILE
BELLFIELD RIGHT FL PROFILEBELLFIELD RIGHT FL PROFILE (3)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
3
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
3
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
6
+
0
0
SE
E
S
H
E
E
T
C4
.
3
A
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
BE
L
L
F
I
E
L
D
A
V
E
(
S
T
A
1
0
+
0
0
T
O
1
6
+
0
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.2A
The flowline leading to an inlet should be
designed as a series of grade breaks
instead of a vertical curve. The minimum
flowline grade into the inlet is 0.5%. Grade
breaks can be up to 1.0% in this instance.
Should this be a
vertical curve?
Two stations of 600+00?
WADE LEFT FL PROFILE
WADE RIGHT FL PROFILE (2)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
4
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
4
A
MA
T
C
H
L
I
N
E
S
T
A
.
1
7
+
0
0
SE
E
S
H
E
E
T
C4
.
4
A
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
WA
D
E
S
T
(
S
T
A
1
7
+
0
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.5A
The flowline leading to an inlet should be
designed as a series of grade breaks
instead of a vertical curve. The minimum
flowline grade into the inlet is 0.5%. Grade
breaks can be up to 1.0% in this instance.
LONGWOOD DR
MA
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
SE
E
S
H
E
E
T
C4
.
6
WADE STREET
SEE SHEET C4.5
M
A
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
S
E
E
S
H
E
E
T
C
4
.
6
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
LO
N
G
W
O
O
D
D
R
(
S
T
A
3
0
+
5
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.7
Minimum K
value is 37
LONGWOOD RIGHT FL PROFILE
LONGWOOD LEFT FL PROFILE
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
6
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C4
.
6
A
M
A
T
C
H
L
I
N
E
S
T
A
.
3
0
+
5
0
S
E
E
S
H
E
E
T
C
4
.
6
A
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
LO
N
G
W
O
O
D
D
R
(
S
T
A
3
0
+
5
0
T
O
E
N
D
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.7A
The flowline leading to an inlet should be
designed as a series of grade breaks
instead of a vertical curve. The minimum
flowline grade into the inlet is 0.5%. Grade
breaks can be up to 1.0% in this instance.
SUMMERSIDE & GOLLINGS RIGHT FL PROFILE SUMMERSIDE & GOLLINGS RIGHT FL PROFILE (2)
SUMMERSIDE & GOLLINGS LEFT FL PROFILE
REFER TO
SHEET C4.24
FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.23 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
SU
M
M
E
R
S
I
D
E
D
R
&
G
O
L
L
I
N
G
S
S
T
(S
T
A
.
1
0
+
0
0
T
O
1
9
+
0
0
)
FL
O
W
L
I
N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C4.8A
SE
E
S
H
E
E
T
C4
.
8
B
FO
R
C
O
N
T
I
N
U
A
T
I
O
N
Fix overlapping labels
SUMMERSIDE DR & GOLLINGS ST
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
SE
E
S
H
E
E
T
C4
.
8
MA
T
C
H
L
I
N
E
S
T
A
.
1
9
+
0
0
SE
E
S
H
E
E
T
C4
.
8
ALLEY 7
SEE SHEET C4.14
ALL
E
Y
8
SE
E
S
H
E
E
T
C4.
1
4
ALLEY 9
SEE SH
E
E
T
C4.15
LON
G
W
O
O
D
D
R
I
V
E
SEE
S
H
E
E
T
C4.6
L
O
N
G
W
O
O
D
D
R
I
V
E
S
E
E
S
H
E
E
T
C
4
.
6
ALLEY 1
SEE SHEET C4.12
ALLEY 12
SEE SHEET C4.17
CHESAPEAKE DRIVE
SEE SHEET C4.0
ALLEY 6
SEE SHEET C4.14
CHESAPEAKE DRIVE
SEE SHEET C4.0
REFER TO
SHEET C4.21 FOR
INTERSECTION
DETAIL
REFER TO
SHEET C4.22 FOR
INTERSECTION
DETAIL
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
GO
L
L
I
N
G
S
S
T
(
S
T
A
1
9
+
0
0
T
O
E
N
D
)
PL
A
N
A
N
D
P
R
O
F
I
L
E
C4.9
Label proposed slope
10'-11 3/
4
"
This has not been addressed from
last round. Why is this entrance so
narrow? The Alley Alt 1 cross section
from sheet 1 shows a 12' alley width
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
C4.26
1
2
3
4
5
6 7
1 2 3
4
6 75
RA
M
P
D
E
T
A
I
L
S
Is this arrow facing in
the correct direction?
V
A
U
L
T
VA
U
L
T
VA
U
L
T
VAUL
T
VA
U
L
T
VAULT
VA
U
L
T
VAUL
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VAULT
VAULT
VAULT
VA
U
L
T
VAULT VAULT
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VAULT
VA
U
L
T
VAULT
VAULT
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VA
U
L
T
VAULT
VAULT
VAULT
VAULT
VA
U
L
T
VAULT
VA
U
L
T
VAULT
VA
U
L
T
VA
U
L
T
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
9
9
W
E
S
T
C
O
L
F
A
X
A
V
E
N
U
E
,
L
A
K
E
W
O
O
D
,
C
O
L
O
R
A
D
O
8
0
2
1
5
30
3
.
4
3
1
.
6
1
0
0
M
A
R
T
I
N
M
A
R
T
I
N
.
C
O
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MO
N
T
A
V
A
S
U
B
D
I
V
I
S
I
O
N
PH
A
S
E
G
UT
I
L
I
T
Y
P
L
A
N
S
OV
E
R
A
L
L
U
T
I
L
I
T
Y
L
A
Y
O
U
T
C5.0
What do these non-potable
lines connect to?
What do these water
lines connect to?
What does this
non-potable line
connect to?
What does this
water line
connect to?
MAR
T
I
N
/M
AR
T
I
N
C
O
N
S
U
L
T
I
N
G
E
N
G
I
N
E
E
R
S
12
4
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
A
N
D
A
R
D
D
E
T
A
I
L
S
C8.1
Please add LCUASS Trench
Detail, Construction Drawing 2201