HomeMy WebLinkAbout1659-2WATER SOURCES MC , N. D.1
PROPOSED RESERVOIR 2C t +'G SERVE ZONE 1L AT JLTIMATE BUILDOUT)
WATER ELEVATION' 1,110
EXISTING RESERVOIR 3C (Zt N-1 III RESFRVOIR TO SERVE PHASE I CONSTRUCTION)
WATER ELEVATION = 16471
EXISTING RESERVOIR 2- 1, 2, �A (ZONE IM)
WATER ELEVATION = 1410' �.
c/D/iV �X/sT. /e"
GY.9TEFrL/it/,GIPl��s� ..tJ —�
t'/295
P/QES,SUR,E
RL✓GllL,4TOf� , �
ASSEMBLY �
(PAX, 5Z' I)
./O/rf/ 16?11-ST 10
�AlE�L/NE 40
,�YOTE' f�frESSL/r?E /�EGI/LATOrQ !/ALl�E-s' TO BE
p/SC17iY/YECTEO ,4T L/LT//1�TE Bl//LGI�IlT
WATER DEMAND PEAKING FACTORS
RATIO
Maximum day
Average day
Peak hour
- — - - - - T Maximum day
or
3000 6AL14C -AVG- 224=0GALIW C -,4V6 � " � M
� � .�Peak hour
66,900 6,41- AOF 47,064 GAL ADF t 2520 GAL/AC - AVG. �\ �.e\ � �� � Average day
F/RE FLOGY=/S'OOGP f/1L- FLOG!/ = /500 GPM j' /04,32 G.4L sJOFfk
OFC M
PAP L
22.3 AG 1,1 AG 1,6 AG k 41.6 A \�\
6 130 DU 411 141OU
m
�-•✓ T I /t E/ a
PEAKING FACTOR
2.00
1.75
3.50
,�f Es S � �.
rq .__... '
9/30/89 n'
\1
S SK/YOU � l4 34 DU
�'TREET COURT h
15 2 AC 1 I F4 OF C,-��
0 2520 GAL/AC-06
1444 CAL /iDF �� \\
00 GA
P,11A -SCRs �� , n ReiAC An,G �F/,PF F/_DIV: /S�OGAIf QA
OFC
44.2 AC
�PfH,4SE
G,9TE I/,4L I/E
j� CL OSE'
(Pf/,4SE II>
�Q BP3
/9. 5 AC
49
22
3000 GAL1.4L:,41/G
� S8 500 GAL AOS'
F/FSE FLD/�Yw 30 00
6 P�YI
l
Ph/,gsE 1'
/ O
V
5E
r "ZIN
i
r
WATER SOURCES (S.G.VWC.)
4 �
/
GENERA[. REV/.,�/oAl �c, c. W-0.)
EXISTING ALDER RESERVOIR
Maximum Velocity is IO f.ps. ( Waterline sizing by C.C.W.D.)
p
J�
WATER ELEVATION =1506
z
F;AJJ-NILL RESERVOIR (EXISTING W/
BOOSTER STATION
"C " Factor = 1:20
Heavy Residential
3000
Q
LEGEND
GE/1/ERAL REY/s/oN (C. C. W. P. �`'` S, G, K W, C.)
-5//9/86
2.- SYSTEM PRESSURE Minimum non fire 30p.s.i•
BUSINE S PARK
3000
RESIDENTIAL DU/Ac
4
L
8/z8/87
Br :1:] ..fight Industrial/Service
Light Industrial
LLow 4.5
LM 1 Low Medium 1 5.0
B�P2 J Ight Industrial
� Q
�
LM2 Low Medium 2 6.0
Service Industria,
3: PRESSURE REGULATOR Capacity necessary to meet peak hour or maximum day
M Medium 8.0
PUBLIC/ JASI--PUBLIC
OC
H High 12.0 g
E
AGo�G rctiE�e`�,eYsveY N��.v� ro,e �9SSE�BLY
9/ZZ/8%
ASSEMBLY plus fire flow demands,
P/QP Sch`�ols(3)
C
P/QP I PaO40ther Open Space
'
COMMERCIAL
cv Civic, Uses
�Q
Community Commercial
Maj< r wads
[—wc Village Commercial
N
,--W i- — Exisuirvg 12"Waterline
,9*W- Propos d 8" Waterline
OFFICE /INSTITUTIONAL
f
Pressurc Zone Boundary
LOFC_
(12 80) Existing Els v (Approx.)
�rtyA ;E /
NOTE:I`WE lelf REG!/L.4rae
r0 SE EL 1W11VATEO tR41e//1/G
Pf/,4SE Zr C01V-fr/P4/Cr/0N
BP2
4 I V�
-3000 6A1-1AC. -AVG .
/ 95,000 GAL 1,4121=
VILLAGE OF
HERITAGE
CITY OF FONTANA
BD Fontana West End Venture
Land/Plan/Design Group
/6 // w4lTSR L /AVE
FiPOIY!
DOFFS/TE)
C/r,4 r10 A/
/6 ""W
F'llpe FL OW = 5, 000
� 3000 GAL/.4C A!/G
'�;��. A �' �� . 290, 000 G•9L ..40F yes � I
L�'
'r \ ��F
��t \
0
_
_ <6 \ W
7A r 1,01V
jo5W45Z- -ZZ
/275)
W �6' \
MIL 4,E /F 4 VENUE PWA S,5
\�
�s \
h
~ h„
120,0 A
■ P� 4
• 6O, ODO GAL ASF. � - - - q � _..
8,
'--/W,45,6 LC Ph/•4SE' �' T 1 l_ 3 U A PHASE IZ
7V .BEAVA/LABL� GOTTOAVE DDD I1�1 ��E �P>' CWZ41519Sf/ 14Z- p
AT ULT/MAT/= � AYE DATE AP VED OCT S �7 4V2
E-
A DISTRIBUTION SYSTEM DESIGN CRITERIA
�3u/LOOUT FIRE FLOW REQUIREMENTS BASED
C.C.W. D. MASTER PLAN ON Iso REGULATIONS. BY �«o o�sr��Cr Gi�V�.P - .�C.E
C. C.W.P. /1�L45TER PL.4/V (By James M. Montgomery, Consulting Engineers, 1382 )
I.- DISTRIBUTION MAINS .Sized to carry the greater of peak hour demand or MDD LANG USE FLOW,g.p.m. REVISIONS
plus fere flow. Maximum Head Loss Is 20 per 1000 ,
Light Residential
1 500
/
GENERA[. REV/.,�/oAl �c, c. W-0.)
Maximum Velocity is IO f.ps. ( Waterline sizing by C.C.W.D.)
Medium Residential
1 500
z
REVis,O TARGET WA,PEf/OUSb' F/SPE FLO!/V
2//0/8
"C " Factor = 1:20
Heavy Residential
3000
3
GE/1/ERAL REY/s/oN (C. C. W. P. �`'` S, G, K W, C.)
-5//9/86
2.- SYSTEM PRESSURE Minimum non fire 30p.s.i•
Commercial
3000
4
/��z�e AyEiN F04TH/GL ON Z.4-57 �B VO E7 e 21'1
8/z8/87
Minimum fire flow 20p.s.i.
Light Industrial
5000
REAL/GN S.P .P.�e. ,P/vV wfJTERZ-11VES Cl�1ER2Y ASE
3: PRESSURE REGULATOR Capacity necessary to meet peak hour or maximum day
Heavy Industrial
5000
E
AGo�G rctiE�e`�,eYsveY N��.v� ro,e �9SSE�BLY
9/ZZ/8%
ASSEMBLY plus fire flow demands,
School
3000
—W /2„ —r=4
/2.jJ�') (/240)... 3 000 GAL. �,q C. ,4 VL..
6X/5T/N Gy
X 930 6AZ- A.o.F F/lE /5Z .211V 5p00 ZPl"
IW�I� DATE APPROVED 25 Moil e55 DATE APPROVED
v Q BY � �C BY BOB SGH06NBORN 9/30/80
S. G. V. W. C. CHIEF ENGINEER R.C.E. 27/29 CITY OF FONTANA CITY ENGINEER R.C.E. 18932
..wag
3-1
i •
> 3186-L AIRWAY AVENUE • COSTA MESA, CALIFORNIA 92626-4675 • (714) 641-8777
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING
PREPARED UNDER THE SUPERVISION OF
fol -40 io /3/ cps
JOHN SIMS R.C.E. 20344 DATE
MASTER WATER PLAN
�w�r
0