HomeMy WebLinkAboutPROSPECT SPORTS CLUB - FDP240002 - SUBMITTAL DOCUMENTS - ROUND 1 - Supporting Documentation (5)
Design Point Engineering, LLC | designpointengineering.com
19 Old Town Square, Suite 238, Fort Collins, CO 80524 | Ph: (970) 430-5783
1623 Central Avenue, Cheyenne, WY 82001 | Ph: (307) 222-9375
March 23, 2024
Dan Mogen
Water-Wastewater Engineering
700 Wood St.
Fort Collins, CO 80522
Re: Water Service Sizing for Prospect Sports Club, PDP230009
Mr. Mogen,
Please see the attached water demand calculations for Prospect Sports Club, located at 1600 E. Prospect
Rd. in Fort Collins. Based on the calculated demand of 57 GPM, we are requesting a 1-1/2” tap and
meter for this project.
Please feel free to contact me if you need any additional information.
Sincerely,
Jacob Nazeck, P.E.
Project Engineer
Enclosed:
1. Design Point Engineering water demand calculations.
WA
T
E
R
D
E
M
A
N
D
C
A
L
C
U
L
A
T
I
O
N
P
E
R
A
W
W
A
M
A
N
U
A
L
M
2
2
Fi
x
t
u
r
e
Q
T
Y
T
y
p
e
St
a
n
d
a
r
d
F
i
x
t
u
r
e
Va
l
u
e
*
Ad
j
u
s
t
e
d
F
i
x
t
u
r
e
Va
l
u
e
*
*
T
o
t
a
l
N
o
t
e
s
Ba
t
h
t
u
b
0
8
.
0
8
.
0
0
Bi
d
e
t
0
P
r
i
v
a
t
e
2
.
0
2
.
0
0
Di
s
h
w
a
s
h
i
n
g
M
a
c
h
i
n
e
1
1.
3
g
p
m
@
3
5
p
s
i
1
.
3
7
.
5
7
.
5
7.
5
g
p
m
p
e
r
m
a
n
u
f
a
c
t
u
r
e
r
'
s
c
u
t
s
h
e
e
t
Dr
i
n
k
i
n
g
F
o
u
n
t
a
i
n
2
2.
0
2
.
0
4
Ki
t
c
h
e
n
S
i
n
k
1
Fa
u
c
e
t
@
6
0
p
s
i
1
.
8
1
.
8
1
.
8
La
v
a
t
o
r
y
3
Fa
u
c
e
t
@
6
0
p
s
i
1
.
5
1
.
5
4
.
5
La
v
a
t
o
r
y
(
l
o
w
f
l
o
w
)
5
Fa
u
c
e
t
@
6
0
p
s
i
1
.
5
0
.
5
2
.
5
0.
5
g
p
m
f
l
o
w
r
a
t
e
p
e
r
C
o
d
e
Se
r
v
i
c
e
S
i
n
k
2
Fa
u
c
e
t
4
.
0
4
.
0
8
Sh
o
w
e
r
H
e
a
d
1
Si
n
g
l
e
h
e
a
d
a
t
8
0
p
s
i
2
.
5
1
.
8
1
.
8
1.
8
g
p
m
f
l
o
w
r
a
t
e
p
e
r
C
o
d
e
Ur
i
n
a
l
2
Fl
u
s
h
V
a
l
v
e
(
0
.
5
&
1
.
0
g
p
f
)
1
0
.
0
1
0
.
0
2
0
Cl
o
t
h
e
s
W
a
s
h
e
r
0
V
e
r
t
i
c
a
l
A
x
i
s
3
.
0
3
.
0
0
Cl
o
t
h
e
s
W
a
s
h
e
r
0
H
o
r
i
z
o
n
t
a
l
A
x
i
s
3
.
0
3
.
0
0
Wa
t
e
r
C
l
o
s
e
t
5
Fl
u
s
h
V
a
l
v
e
(
1
.
2
8
&
1
.
6
)
2
4
.
0
2
4
.
0
1
2
0
Wa
t
e
r
C
l
o
s
e
t
0
F
l
u
s
h
T
a
n
k
6
.
0
6
.
0
0
Ho
s
e
B
i
b
b
0
3
/
4
"
,
w
i
t
h
5
0
f
t
h
o
s
e
1
2
.
0
1
2
.
0
0
No
t
i
n
c
l
u
d
e
d
d
u
e
t
o
e
x
t
r
e
m
e
l
y
i
n
f
r
e
q
u
e
n
t
u
s
e
To
t
a
l
F
V
1
7
0
.
1
De
m
a
n
d
G
P
M
5
7
Re
f
e
r
e
n
c
e
:
A
W
W
A
M
2
2
(
2
0
1
4
)
,
F
i
g
u
r
e
4
-
2
,
W
a
t
e
r
-
f
l
o
w
d
e
m
a
n
d
p
e
r
f
i
x
t
u
r
e
v
a
l
u
e
.
No
t
e
s
:
*
S
t
a
n
d
a
r
d
f
i
x
t
u
r
e
v
a
l
u
e
(
g
p
m
)
t
a
k
e
n
f
r
o
m
A
W
W
A
M
2
2
(
2
0
1
4
)
,
T
a
b
l
e
4
-
2
.
**
F
i
x
t
u
r
e
v
a
l
u
e
m
a
y
b
e
a
d
j
u
s
t
e
d
t
o
a
c
c
o
u
n
t
f
o
r
k
n
o
w
n
f
i
x
t
u
r
e
f
l
o
w
r
a
t
e
a
n
d
/
o
r
d
e
v
i
a
t
i
o
n
s
f
r
o
m
s
t
a
n
d
a
r
d
p
r
e
s
s
u
r
e
a
t
f
i
x
t
u
r
e
.
PR
O
S
P
E
C
T
S
P
O
R
T
S
C
L
U
B
,
1
6
0
0
E
.
P
R
O
S
P
E
C
T
R
D
.
,
F
O
R
T
C
O
L
L
I
N
S
,
C
O