HomeMy WebLinkAboutMisc.\
§
)
§
\
LU
LLI
§
/
�/
_
« »z
o<
°
m
c
m
=
n
04
/
J
*
�t
<u ,
�2 L
_
�
/}
%
0-
e
\ \
[
k»
~
LL
\
§
,
«
,
,
,
,
,
,
,
LL
)
\
t
LO
±
3 (k
2 eo
co
,
it^
»
Q
/
x
x
x
x
x
x
x
x
)
LL
$
\
}
\
�0
\
\
0
�
I
(
0
/°
)
)
7
L
)
»
ƒ
\
0
ƒ
G
&
)
\
\
\
\
m
\
g
R
k
/
k
\
Of
#
ƒ
))
§
\
0
\
)
\
®
z
�oz
2
§\
§zm
5 0
V)
§I2
uG
/)(
[k
a(�
ES
a
\k \
\\
ECO$
eI�
§$
e
Z
Er wo
j\(r
w)
W0
/2
qw
2
$§
0
m
)g
000
))
it_�
3
=2
�§z
c
/
wm
0<zw
0
W0
23§\
§
w®CL
«cr
/%j
f,6)
�Z
FI=
M:Pw
z <
°§)/
w�\
!w�
¥cae
WGER
coI
W<m
3±ca
�))0
2<w
<
seem
2=
/04
�aw
owm
W00c,
„ 2
W2
eew
}LF-
��®
F—
,/wm
2g//
(o[
LL
/)/\
2)6
]
11 1 1
�5 41
z >
<
sJ <
:2;
co
< HE �D
W <
<
CZ
<
LU
"IJ
<
tr
I
f
I
ij-
0
LU
<Qf
<Ltj,
b U) LU
:FAINAGE XT'l -]R—= UNITS (DF ) S 1RiARY
r Y
-
--- -- FLK; JaE -- ----
I�" IT _ _
TCTAL
of
PRIVATE BFTI- DW. GRP
5
440-
4
P J L IC AfATt� ')SET
-IX
-
4
16 j
-
-----_A4n`�
-�
3
CiCiN=S1�JF.,FER
-
°
MOPSINK--
� 4
FLC`"R DRAIN
I X � --
3 ---
_
CEPVIrE SIN<
_
X 2 --- —
'0
TOTAL CRAINAGE F<X-' -'RE UNITS
USE 6" 43 MiAIN
COLD'VVi ER SUPPLY R -URF _!NI "S
CTY. FIB RE1
X
C`fdS=J -
TOTAL
--:.
8£-- PR'VATE BATH RIA, GRP.
2.
237.6
? PU3LIC WATER C'_OSET
X--F
=
� 20
_
3 PU3L'C LP JA CRY ^-----;
_.�.✓ i__..a
5
i I-IR NAL
X
CL THES1Na%yEP—___..____
X-
=
M
--- Iv' S IN K --- - —
v—
225 =
225
5 SERVICE SINK--------1'-"2
45 =
11.25
-OTAL COLC WATER. SUPP!_Y FIXTURE JNJTS
= 257.6
"OTAL DEMAND BASED 0t 2A X"-UR=
UNITS FOR F JSH TAIJrC- E T GPhi
`.HATER MAIN PIPE SIZE F OT & CO
FUPP-f
= 2"07
. USE_ 2"0 MAPV
HOT WATER SUPPLY 7IY,TURE UNITS
OTY Flk '4RE:— --K CVJS J = TOTAL
LSE PR DATE RATH^J. GRP. --- -x- 1,5 1_ 32
3 PUELIC LAVA70FR ,' - -_X -- 1 5 = 4.5 j
Z- CLCTFES ,AASHER �. - U °
5 SERVICESUK `C -2,25
TOTAL FICT WATER SUPPI FIXTURE UNITS 156,75
'OTAL POSSI31LE DEMAND = G.P.H x DFAAA:ND 'FA=R (.25)
= PR03ABL"r MIA". DEMAND G.P.H
PROBABLE MAX. DEMAND = 36 G.P.H x S T GR,A . E-:APACITY
FACTOR (G.30)
= 23 GAL APta CI-Y OF TANK
USE 2"0 MWN
FH test result at college station
La Quinta, College Station:
witness Jeff Boriski and Howard Mitchell
City of College station.
FLOW HYDRANT
Location 1842 Graham Rd.
Nozzle size 2.5
Hydrant number Q-121
Pitot reading in PSI 75
Flow in G.P.M. 1455
STATIC HYDRANT
Location 4030 SH 6 S.
Hydrant number Q-151
Static PSI 102
Residual PSI 101
Comments Requested
Page 1
�\ Z s� ssa
■ 11 ? �s's x°gig Ea so�.„sr���
0
c>
c�
�c�k(4z��
c)
0
p
�0
sn-<n
C)
m
c
aCo
�m
�wD
DAD
DDz
vo
vo
vo0
o
D
wovovo
o
O
�6)
U(T
cAN
r
NANw
NN
ZO
-t
O0
O
0
00
0
0
0
0
0
o
D
A
N
A
O
N
O
N
O
W
W
(T
v�x
nNIll
0)
W
co
O
O
M
Ut
M
A
C
D
0
0
O
0
0
0
0
0
0
0
0
A
1,
W
W
W
OD
A
A
A
OD
(7
Z
O
O
M
cz
M
Cn
O
O
O
U1
_
a
O
O
O
O
O
O
O
O
O
O
O
.n
3
m
m
r
O
m
m
aJ
m
w
m
co
co
co
w
w
W
Cl) J
W
W
W
(.0
w W
0 W
W
(
61
Cn
6+
Cn
Ut
U
C1i
w
(Ti
�=
zT
-1
(6
O
O
O
w
W
N
N
O
O
O
N
V
M
-,
co
V
A
O
A
W
A
(o
O
O
W
:-,
O
6)
W
c
N
O
co
O
O
O
co
O
O
(D
co
31
6)
W
0
O)
W
6)
67
O)
6)
d1
3 N
O
O
O
O
W
Cl)
N
W
O
O
W
N
—•
L�
A
c6
A
W
—+
O
O
'"
O
N
(6
a7
w
O
O
N
(O
N
O
O
M
N
Q]
6)
w
w
6]
w
w
� 8
w
w
w
�
O
O
co
O
(D
O
O
O
O
O
^7
O
O
O
A
�
N
w
O
O
O
w
-.
N
IV
L
O
6)
w
O
�
,
8
V
6)
Cl)
(6
Gl
O
A
N
W
A
A
V1
O
Cf)
co
co
cr
w
w
0
2
2
m
m
m
m
M
M
m
m
m
m
(P
b
,,,,,
,,,,,