HomeMy WebLinkAboutWater ReportWATER REPORT
FOR
FALCON POINT CONDOS
COLLEGE STATION, TEXAS
OCTOBER 2012
REVISED NOVEMBER 2012
MBESI# io62-0031
SUBMITTED BY:
McCLURE & BROWNE, ENGINEERING/SURVEYING, INC.
1008 Woodcreek Dr., Suite 103 College Station, Tx. 77845. (979) 693-3838 Engineer Reg, No. F-458
1314 101h Street. Suite 210 - Hunts,iilo, Tx.9G320 (936) 294-9]49 Survey Reg, N, 101033-00
WATER AND SEWER SYSTEM ANALYSIS
for
FALCON POINT CONDOS
General Information
Anticipated land use:
Anticipated number oflots:
Notes on surrounding development:
Primary water supply line.
Software model:
Average dailyflow:
Total Fixture Units:
Domestic Peak Flow:
Estimated fire demand.'
Pipe material:
Proposed Building Size:
Proposed Building Material:
Items
Min. Pressure
Max. Velocih
Conclusion:
Applicable Exhibits:
Exhibit A
Exhibit B
Exhibit C
Exhibit D
Exhibit E
Exhibit F
Exhibit G
Exhibit H
Residential (Condos)
4 lots
This development is located near the comer of
Holleman Drive and Dartmouth Drive in College
Station. Post Oak Mall is located east of the
development, a building owned by USDA is located
south of the site and existing apartment buildings
are located north of the development.
Water System Analysis
Existing 6" line on Holleman Drive
Existing 6" line on Dartmouth Drive
PIPE2000 (Kentucky Pipe Network Model)
105 gpd (all lots combined) (fixture unit method)
276
105 gpm
1,750 gpm (split between two hydrants) (per
International Fire Code)
PVC (C909)
Building #1 = 6,480 sf
Building #2 = 23,658 sf
Type VA (protected)
Notes
.99 20 (min) Fire flow
— —
84 12 (max) _ Fire flow
The proposed water system exceeds the requirements of TCEQ
and the City of College Station
Schematic Water System Layout
Static Flow Model Output "'
Fire Flow Model Output
..�.......
City of College Station Fire Flow Test Report 1 '-kY L. R
City of College Station Fire Flow Test Report 2 ? 9474
Table B 105.1 from International Fire Code
Fixture Unit Table
Proposed Site Plan
Falcon t Condos
MBE #]0620031
Exhibit A
Schematic Water System Layout
Falcon Point Condos
MBEST #10620031
Ex. 6'
i
i
W/L
i
WATER MODEL M4R
SCALE: Hor: 1° = 100' \'
o so' ioo' zoo' —
Holleman Drive
R.O.W. Varies
WATER LINE ANALYSIS MAP
FALCON POINT CONDOS
COLLEGE STATION, BR4ZOS COUNTY, TEXAS
MCCLURE & BROWNE ENGINEERING/SURVEYING, INC.
IC96 Woodcreck 0,W,, Sate IW, Co1,9e S &,, a 77M
(979) 693-3 Fox: (9�) 693-2S 4
Firm RegNo. F-4
Exhibit B
Static Flow Model Output
Falcon Point Condos
MRRSI #10620031
Exhibit B
Static Flow Model Output
+ + + + + a + + * + K Y P I P E 5 * * + + + + + + + +
* Pipe Network Modeling Software -
* Copyrighted by KYPIPE LLC -
Version 5 - February 2010
*
Date s Time: Wed Nov 28 09:27:53 2012
Master File £:\1062 - clarke s wyndhem inc\0031 - holleman - dartmouth plat\docs\10620031-stat. KYP\10620031-
stat.P2K
S U M M A R Y O F O R I G I N A L D A T A
U N I T S S P E C I F I E➢
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR
N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF.
--------- - -- --------------------------------------------- -- - ------------
P-1 VP-1 J-5 75.00 6.00 125.0000 0.00
P-2 J-3 J-1 100.00 8.00 125.0000 0.00
P-3 J-9 J-3 688.00 8.00 125.0000 0.00
P-9 J-2 VP-2 15.00 6.00 125.0000 0.00
P-5 J-1 J-2 437.00 8.00 125.0000 0.00
P-6 J-5 J-9 137.00 8.00 125.0000 0.00
P U M P/L O S S E L E M E N T D A T A
THERE IS A DEVICE AT NODE VP-1 DESCRIBED BY THE FOLLOWING DATA: (I➢= 1)
HEAD FLOWRATE EFFICIENCY
(ft) (Apm) (8)
258.46 0.00 75.00
235.38 1455.00 75.00
175.15 2910.00 75.00
THERE IS A DEVICE AT NODE VP-2 DESCRIBED BY THE FOLLOWING DATA: (ID= 2)
HEAD FLOWRATE EFFICIENCY
(ft) (gPm) (8)
249.23 0.00 75.OD
230.77 1500.00 75.00
182.58 3000.00 75.00
N 0 D E D A T A
NODE NODE EXTERNAL JUNCTION EXTERNAL
NAME TITLE DEMAND ELEVATION GRADE
(gPrD (ft) (ft)
J-1 0.00 271.00
J-2 0.00 272.00
'- J-3 52.00 271.00
J-4 52.00 269.50
J-5 0.00 269.50
VP-1 ---- 270.00 270.00
VP-2 ---- 271.00 271.00
O U T P U T O P T I O N D A T A
OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
MAXIMUM AND MINIMUM PRESSURES 3
MAXIMUM AND MINIMUM VELOCITIES = 4
MAXIMUM AND MINIMUM HEAD LOSS/1000 = 4
S Y S T E M C O N F I G U R A T I O N
NUMBER OF PIPES ...................(p) = 6
NUMBER OF END NODES ...............(j) = 5
NUMBER OF PRIMARY LOOPS ...........(1) 0
NUMBER OF SUPPLY NODES = ............(2
NUMBER OF SUPPLY ZONES .. ..... ..... (a) ) = 1
--____
Case: 0
RESULTS OBTAINED AFTER 19 TRIALS: ACCURACY = 0.00000
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HE/
N A M E #1 #2 LOSS LOSS VELD. 1000 1000
(gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft)
_______ __________________________________________________
P-1 VP-1 J-5 104.00 0.09 0.00 1.18 1.21 1.21
P-2 J-3 J-1 0.00 0.00 0.00 0.00 0.00 0.00
P-3 J-4 J-3 52.00 0.06 0.00 0.33 0.08 0.08
P-4 J-2 VP-2 0.00 0.00 0.00 0.00 0.00 0.00
P-5 J-1 J-2 0.00 0.00 0.00 0.00 0.00 0.00
P-6 J-5 J-4 104.00 0.04 0.00 0.66 0.30 0.30
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES Avail.
(gpm) (ft) (ft) (ft) (%) (Hp) ($) ($) (ft)
_______________________________ __ _________
VP-1 104.00 0.00 258.29 258.3 75.00 0. 0.0 0.0 ** ** 33.2
Device "VP-2" is closed
VP-2 0.00 0.00 257.10 0.0 75.00 0. 0.0 0.0 ** ** 33.2
N 0 D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
(gpm) (ft) (ft) (£t) (Psi)
------------------------------------------------------------------------------
J-1 0.00 528.10 271.00 257.10 111.41
J-2 0.00 528.10 272.00 256.10 110.99
J-3 52.00 528.10 271.00 257.10 111.41
J-4 52.00 528.16 269.50 258.66 112.08
J-5 0.00 528.20 269.50 258.70 112.10
VP-1 ---- 528.29 270.00 258.29 111.92
VP-2 ---- 528.10 271.00 257.10 111.41
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
(psi) (Psi)
_____________________ _____________________
J-5 112.10 J-2 110.98
J-4 112.08 J-3 111.41
VP-1 111.92 J-1 111.41
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
"- NUMBER VELOCITY NUMBER VELOCITY
(£t/s) (£t/s)
P-1 1.18 P-3 _________0.33__
P-6 0.66 P-6 0.66
H L+ M L
PIPE MAXIMUM PIPE MINIMUM
NUMBER HL+ML/1000 NUMBER HL+ML/1000
(ft/ft) (ft/ft)
___________________
P-1 1.21 P-3 0.08
P-6 0.30 P-6 0.30
H L / 1 0 0 0
PIPE MAXIMUM PIPE MINIMUM
NUMBER HL/1000 NUMBER HL/1000
(ft/£t) (£t/ft)
__________________ __ ___- ________________
P-1 1.21 P-3 0.08
P-6 0.30 P-6 0.30
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
_-________- -
VP-1 104.00
NET SYSTEM INFLOW = 104.00
-- NET SYSTEM OUTFLOW 0.00
NET SYSTEM DEMAND = 104.00
***** HYDRAULIC ANALYSIS COMPLETED ***�*
Exhibit C
Fire Flow Model Output
Falcon Point Condos
MBESI #10620031
Exhibit C
Fire Flow Model Output
K Y P I P E 5
x Pipe Network Modeling Software
* Copyrighted by KYPIPE LLC
* Version 5 - February 2010
Date 6 Time: Wed Nov 28 09:25:36 2012
Master File £:\1062 - clarke 5 wyndham inc\0031 - holleman - dartmouth plat\docs\10620031-fire.KYP\10620031-
fire.P2K
S U M M A R Y O F O R I G I N A L D A T A
x+xxxxxx+++++xxx+++xxx+xx++++xxxxxxxxx+++++++.x+
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
"- STATUS CODE: XX -CLOSED PIPE CV -CHECK VALUE
P I P E NODE NAMES LENGTH DIAMETER ROUGHNESS MINOR
N A M E #1 #2 (ft) (in) COEFF. LOSS COEFF.
-------------------- ----------------- -----------------
P-1 VP-1 J-5 75.00 6.00 125.0000 0.00
P-2 J-3 J-1 100.00 8.00 125.0000 0.00
P-3 J-4 J-3 688.00 8.00 125.0000 0.00
P-4 J-2 VP-2 15.00 6.00 125.0000 0.00
P-5 J-1 J-2 437.00 8.00 125.0000 0.00
P-6 J-5 J-4 137.00 8.00 125.0000 0.00
P U M P/L 0 S S E L E M E N T D A T A
THERE IS A DEVICE AT NODE VP-1 DESCRIBED BY THE FOLLOWING DATA: (ID= 1)
HEAD FLOWRATE EFFICIENCY
(ft) (gpm) (8)
258.46 0.00 75.00
235.38 1455.00 75.00
175.15 2910.00 75.00
THERE IS A DEVICE AT NODE VP-2 DESCRIBED BY THE FOLLOWING DATA: (ID- 2)
HEAD FLOWRATE EFFICIENCY
(£t) (gpm) (&)
249.23 0.00 75.00
230.77 1500.00 75.00
182.58 3000.00 75.00
N 0 D E D A T A
NODE NODE EXTERNAL JUNCTION EXTERNAL
NAME TITLE DEMAND ELEVATION GRADE
(gpm) (ft) (ft)
J-1
0.00 271.00
- J-2
0.00 272.00
J-3
927.00 271.00
J-4
927.00 269.50
J-5
0.00 269.50
VP-1
--- 270.00
270.00
- VP-2
---- 271.00
271.00
O U T P U T
O P T I O N D A T A
OUTPUT SELECTION:
ALL RESULTS ARE INCLUDED IN THE
TABULATED
OUTPUT
MAXIMUM
AND MINIMUM PRESSURES = 3
MAXIMUM
AND MINIMUM VELOCITIES = 4
MAXIMUM
AND MINIMUM BEAD LOSS/1000 = 4
S Y S T E M
C O N F I G U R A T I O N
NUMBER OF
PIPES ...................(.P) = 6
- NUMBER OF
END NODES ...............(j) = 5
NUMBER OF
PRIMARY LOOPS ...........(1) 0
NUMBER OF
SUPPLY NODES ............(f) = 2
NUMBER OF
SUPPLY ZONES ............(z) 1
Case: 0
RESULTS OBTAINED AFTER 4 TRIALS: ACCURACY 0.00000
S I M U L A T
I O N D E S C R I P T I O N (L A
B E L)
P I P E L I N
E R E S U L T S
STATUS CODE:
XX -CLOSED PIPE CV -CHECK VALVE
P I P E
NODE NUMBERS FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A M E
#1 #2
LOSS
LOSS
VELD.
1000
1000
-----------------------------------------------------------------------------------------
(gpm)
(£t)
(ft)
(ft/s)
(ft/ft)
(ft/ft)
P-1
VP-1 J-5 1043.37
6.47
0.00
11.84
86.27
86.27
P-2
J-3 J-1-B10.63
1.33
0.00
5.17
13.32
13.32
P-3
J-4 J-3 116.37
0.25
0.00
0.74
0.37
0.37
P-4
J-2 VP-2-810.63
0.81
0.00
9.20
54.05
5405
P-5
J-1 J-2-810.63
5.82
0.00
5.17
13.32
13.32
- P-6
J-5 J-4 1043.37
2.91
0.00
6.66
21.25
21.23
P U M P/L 0 S
S E L E M E N T R E S U L T S
INLET OUTLET PUMP
EFFIC-
USEFUL
INCREMTL
TOTAL
#PUMPS
#PUMPS NISH
NAME FLOWRATE HEAD HEAD HEAD
ENCY
POWER
COST
COST
PARALLEL
SERIES Avail.
NPW (ft) (ft) (ft)
(8)
(Hp)
(S)
($)
(ft)
--------------------------------------------------------------------------------------------------------
VP-1
1043.37 0.00 246.00 246.0
75.00
0.
0.0
0.0
*
33.2
VP-2
810.63 0.00 243.32 243.3
75.00
0.
0.0
0.0
**
** 33.2
N 0 D E R E
S U L T S
NODE
NODE EXTERNAL HYDRAULIC
NODE PRESSURE
NODE
NAME
TITLE DEMAND GRADE
ELEVATION
HEAD
PRESSURE
_
(qpm) (ft)
(ft)
(ft)
(psi)
------------------------------------------------------------------------------
J-1
0.00 507.69
271.00
236.69
102.57
J-2
0.00 513.51
272.00
241.51
104.66
J-3
927.00 506.36
271.00
235.36
101.99
J-9
927.00
506.61
269.50
237.11 102.75
J-5
0.00
509.53
269.50
240.03 104.01
-
VP-1
----
516.00
270.00
246.00 106.60
VP-2
---
514.32
271.00
243.32 105.99
- M A
X I M U M A
N D M I N I M U M
V A L U E S
P R E S S U R
E S
JUNCTION
MAXIMUM
JUNCTION
MINIMUM
NUMBER
PRESSURES
NUMBER
PRESSURES
--------------------
(psi)
-----------
(psi)
- -
VP-1
106.60
J-3
-----
101.99
VP-2
105.99
J-1
102.57
J-2
109.66
J-9
102.75
V E L O C I T
I E S
PIPE
MAXIMDM
PIPE
MINIMUM
-
NUMBER
VELOCITY
NUMBER
VELOCITY
(ft/6)
(ft/6)
P-1
11.84
P-3
0.74
P-9
9.20
P-2
5.17
_
P-6
6.66
P-5
5.17
H L+ M L /
1 0 0 0
PIPE
MAXIMUM
PIPE
MINIMUM
NUMBER
HL+ML/1000
NUMBER
HL+ML/1000
-----------
(£t/ft)
---------
------ ---
(ft/ft)
--- ------
P-1
86.27
P-3
0.37
P-9
54.05
P-2
13.32
P-6
21.25
P-5
13.32
H L / 1 0 0
0
PIPE
MAXIMUM
PIPE
MINIMUM
NUMBER
HL/1000
NUMBER.
HL/1000
(ft/ft)
(ft/ft)
P-1
86.27
P-3
0.37
P-9
54.05
P-2
13.32
P-6
21.25
P-5
13.32
S U
M M A R Y O
F I N F L 0 W S A
N D O U T
F L O W S
(+)
INFLOWS. INTO THE SYSTEM FROM SUPPLY
NODES
- (-)
OUTFLOWS FROM
THE SYSTEM INTO SUPPLY NODES
NODE
FLOWRATE NODE
NAME
(9pm) TITLE
-
--------------------------------------------
VP-1
1043.37
VP-2
810.63
NET
SYSTEM INFLOW
1854.00
NET
SYSTEM OUTFLOW = 0.00
NET
SYSTEM DEMAND
= 1854.00
***** HYDRAULIC ANALYSIS COMPLETED *****
Exhibit D
City of College Station Fire Flow Test Report 1
Falcon Point Condos
MUSI#10620031
EXHIBIT D
college Station Utilities
Reliable, Affordable, Community Owned
Date test completed
Friday September 28, 2012
Time completed
3:15 P.M.
Test completed by
Vincent Rodriquez
Witness
Floyd Anderson, Lawrence Chavarria
FLOW HYDRANT
Location
1907 Dartmouth
Nozzle size
2.5
Hydrant number
E-029
Pitot reading in PSI
75
Flow in G.P.M.
1455
STATIC HYDRANT
Location
1907 Dartmouth
Hydrant number
E-030
Static PSI
112
Residual PSI
102
Comments Requested
Exhibit E
City of College Station Fire Flow Test Report 2
Falcon Point Condos
MBESI #10620031
EXHIBIT E
alege Station utilities
Rehab e, Affordable, Community Owned
Date test completed Friday September 28, 2012
Time completed 2:30 P.M.
Test completed by Vincent Rodriquez
Witness Floyd Anderson, Lawrence Chavarria
Location
1001 Holleman Dr. E.
Nozzle size
2.5
Hydrant number
E-153
Pitot reading in PSI
80
Flow in G.P.M.
1500
HYDRANT
Location
Hydrant number
Static PSI
Residual PSI
Comments
1001 Holleman Dr. E.
E-152
108
100
Requested
Exhibit F
Table B105.1 from International Fire Code
Falcon Point Condos
MBESI 410620031
FIRE -FLOW REQUIREMENTS FOR BUILDINGS
TABLE 6105.1
MINIMI IM RFrl Umm noc .. n ., n
FIRE -FLOW CALCULATION AREA (square feet) •V V•
`v„YV'
FIRE FLOW
(gallons per minute)`
1,500
FLOW
DURATION (hours)
Type IA and Ieb
0-22,700
Type IIA and IIIAb
0-12,700
Type IV and V-A°
0-8,200
Type 11B and IIIeb
0-5,900
Type V-Bb
0-3,600
22,701-30,200
12,701-17,000
8,201-10,900
5,901-7,900
3,601-4,800
1,750
30,201-38,700
17,001-21,800
10,901-12,900
7,901-9,800
4,801-6,200
2,000
38,701-48,300
21,801-24,200
12,901-17,400
9,801-12,600
6,201-7,700
2,250
2
48,301-59,000
24,201-33,200
17,401-21,300
12,601-15,400
7,701-9,400
2,500
59,001-70,900
33,201-39,700
21,301-25,500
15,401-18,400
9,401-11,300
2,750
70,901-83,700
39,701-47,100
25,501-30,100
18,401-21,800
11,301-13,400
3,000
83,701-97,700
47,101-54,900
30,101-35,200
21,801-25,900
13,401-15,600
3,250
97,701-112,700
54,901-63,400
35,201-40,600
25,901-29,300
15,601-18,000
3,500
3
112,701-128,700
63,401-72,400
40,60146,400
29,301-33,500
18,001-20,600
3,750
128,701-145,900
72,401-82,100
46,401-52,500
33,501-37,900
20.601-23,300
4,000
145,901-164,200
82,101-92,400
52,501-59,100
37,901-42,700
23,301-26,300
4,250
164,201-183,400
92,401-103,100
59,101-66,000
42,701-47,700
26,301-29,300
4,500
183,401-203,700
103,101-114,600
66,001-73,300
47,701-53,000
29,301-32,600
4,750
203,701-225,200
114,601-126,700
73,301-81,100
53,001-58,600
32,601-36,000
5,000
225,201-247,700
126,701-139,400
81,101-89,200
58,601-65,400
36,001-39,600
5,250
247,701-271,200
139,401-152,600
89,201-97,700
65,401-70,600
39,601-43,400
5,500
271,201-295,900
152,601-166,500
97,701-106,500
70,601-77,000
43,401-47,400
5,750
106,501-115,800
77,001-83,700
47,401-51,500
6,000
4
01-125,500
83,701-9Q600
51,501-55,700
6,250
01- 135,500
90,601-97,900
55,701-60,200
6,500
m
01-145,800
97,901-106,800
60,201-64,800
6,750
01-156,700
L
106,801-113,200
64,801-69,600
7,000
01-167,900
113,201-121,300
69,601-74,600
7,250
01-179,400
121,301-129,600
74,601-79,800
7,500
-
179,401-191,400
129,601-138,300
79,801-85,100
7,750
-
-
191,40LGreater
138,301-Greater
85.101-Greater
8,000
ror St: 1 square toot = 0.0929 in,, 1 gallon per minute = 3.785 Um, 1 pound per square inch = 6.895 kPa.
a. The minimum required fire Flow shall be permitted to be reduced by 25 percent for Group R.
b. Types of construction are based on the International Building Code.
c. Measured at 20 psi.
372 2003 INTERNATIONAL FIRE CODE®
Exhibit G
Fixture Unit Table
Falcon Point Condos
MBESI A10620031
TABLE El W3 1(2)
t nAn Ue I f fee ASS!Cmen ..a..,.,,e��.
RX URE
OCCUPANCY
TYPE OFSUPPLY
CONTROL
LOAD VALUES. IN WATER SUPPLY R%TURE UNM jw a.)
Cop
Hot
Totsl
Bml400m gaup
Privalz
Flushmnk
1]
IS
36
BnUucum group
Mf ,,
Flusht.Avr
6.0
3.0
SA
Bathml*
Print,
Fmfret
LO
1.0
1.4
Bmhmb
Public
F.vfcet
ko
3.0
1.0
Hider
Pdvole
Fmcei
15
t3
+0
Cambmmion [wars
Pdwt,
Faaca
Zdi
225
30
Duhw:vhin, ma:hi0,
Prmte
Aarofmtic
11
L4
Drink'mg fuvnOio
Dlfwzc, tt,.
';R'valvr
015
(12G
Kiminn sink
Pmnte
Flmwt
1.0
1.0
L 4
Kirzhnsint
H,nel. rntaurue
Faucet
3.0
3.0
4A
Lmnfdre Imes 11 w
Priem,
Faucet
to
1.0
L 4
L.,,,,
Ptivmz
Fnuoet
0.5
05
0.7
Lavnmry
Publk
Wm tit
1.5
15
�h
Sercim sink
Of&rs. roc.
Fang
2.25
+±5
g0
Shower Mad
pubic
NI.i, J,a
3.0
3.0
jr1
Shower hied
privat.
NIW.- cdw
1 0
10
1.1
Vriw1
Public
I"[lurch valve
100
IG9
UnfN
Public
3/q"gush valve
+9
5A
L4fml
Pobli,
Flnsh dnk
3.0
til
Wtl hing mahm, IS 15,
Privet,
Ant...c
10
10
14
W ;vhln_rwchmzi3 lb,
Vublk
Anmmxic
2>5
30
W'aldng fna-hirt. (15Ih1
Public
Aummati<
3.0
:.p
40
W'mzrelacet
Pdnte
Wash calve
ti0
Ulf
Wmer.:les,t
Private
Flush rank
_
R'uzrclosor
PPblir
Flush vmve
Wo
100
Winer clmrt
Publk
Flush tank
5a
5m
tamer closet
PPblk erpfienP
Fluahanvmrtank
Jl
—
±(f
Fcr51: 1 inch= Ts q mnr. 1 pwn0=O.1.V �.
a. Forlumic. mtliued.loadx shauld be.uxumed b9 eampvingeho Gzrufe a>anaiucd u+i¢;wu,rmsimilvqu.wGmxandm9milarruex. The msi"nzl kcade4a
Gxmm whh b.qh M1ul and roN wat,r.wme Peen for spssote ha .and cold cwta[ Imd: end (nr mul leas. The sryvmrx Mf aui ooW water IoaJae:np
rime,-fourzhx afrhe tuall id fcr the Gv., ufe . in,acA ease.
TABLE E103.3(2y- ntlnued
TABLE FOR ESTIMATING DEMAND
SUPPLY SYSTELIS PREDOMINANTLY FOR FLUSH TANKS
SUPPLY SYSTEMS PREDOMfiJANLLY MR FLUSH VALVES
Lmtl
Dem.w
Loan
Demand
(Water SUPPIYF .00hs)
(Gallonswminule)
(CUNCRe tPelminuW)
(Welef SUppiy R%mMunds)
(Genoes elminule p )
(CulJfc feet minute)
275
80.0
196944
275
104.5
13.9w56
30
850
113638
300
Iwo
Il4374
400
105.0
14D3e
300
12710
1697316
500
1110
16.57632
500
I.430
19.11614
750
110.0
227256
]50
177D
238W36
LOGO
Ms")
r805N
1.000
2AS0
_J.80i.
1S0
239.0
3141952
(2W
239_0
31,94957
IJ9u
169.0
119599'
1,5m
29.0
35.95992
1 -50
Iwo
M970296
1750
197.0
39,M296
41,"6
2A00
i*5.0
43J
25(µJ
1800
- 7984
2:m
3w.0
5U.7981
33M(I
4330
578si
3,p
433.0
57.88311
1_U10
SxSg
70.18'_
4mo
525.0
N.162
lorq
5910
7427224
S.w
593.0
7927-1
Exhibit H
Proposed Site Plan
Falcon Point Condos
MBESI # 10620031
}34�A�
IY'�T� m •-
��I
-
�l➢y
4o �
HI
F
E
3
b fE
a
Mc(.'L;LJRE?. c& BROWNE, EiNGINEI+RING/StIRVI+',YIN , INC,
1008 Woodcreek Dr'., Suite 103. College Station, Tx. 77845 (979) E93-3838
1314 loth Street. Suite 210 - Huntsville, Tx. 77320 (936) 294-9749
February 18, 2013
Ms. Erika Bridges, PE
City of College Station
Post Office Box 9960
College Station, TX 77842
Re.: FIRE FLOW LETTER
Falcon Point Condos
MBESI No. 1000-0243
Dear Ms. Bridges:
Engineer Reg, No. F 458
Survey Reg. No, 101033-00
The purpose of this letter is to confirm that the buildings proposed with the Falcon Point Condos
project conform with the assumptions made in the Falcon Point Water Report in November
2012. An additional fire hydrant will be necessary in order to provide a hydrant within 100' of the
fire department connection of building #2.
Sincerely,
Je R bertson, PE
Pr 'ect Engineer
F C050 - Edelweiss Gartens Venture=08 - Edetweiss Gartens Phase 131CooespondencelLetler Acknowledging City Standards wpd