HomeMy WebLinkAbout5061-8RESTROOM/DRINKING FTN. P.O.C.: 'D2'
RESTROOM/DRINKING FOUNTAIN SERVICE WATER METER AND
BACKFLOW, REFER TO CIVIL PLANS.
LOCATE IN A LEMEUR VANDAL -RESISTANT STEEL MESH
ENCLOSURE. COORDINATE LOCATION WITH CITY INSPECTOR.
(SCREEN WITH SHRUBS). MAKE CONNECTION TO RESTROOM AND
FOUNTAIN AS REQUIRED PER LOCAL GOVERNING CODE.
POINT OF CONNECTION: 'D'
1 1/2" WATER METER , REFER TO CIVIL PLANS. CONTRACTOR
TO INSTALL A 1 1/2" FEBCO 825Y REDUCED PRESSURE TYPE
BACKFLOW PREVENTER AND LOCATE IN A LEMEUR VANDAL -
RESISTANT STEEL MESH ENCLOSURE. COORDINATE LOCATION
WITH CITY INSPECTOR. (SCREEN WITH SHRUBS)
RESIDUAL PRESSURE :
DESIGN PRESSURE :
MAXIMUM DEMAND :
6.0
69.0
27.0
PSI
PSI
GPM
CONTROLLER: 'D' (PARK 'Di
CONTRACTOR TO INSTALL TORO ESB36-U2-MPEA-1610K-091-VRA
CONTROLLER. COORDINATE LOCATION WITH CITY INSPECTOR.
LOCATE CONTROLLER IN AN APPROVED STAINLESS STEEL EDISON
METER BOX ENCLOSURE PER CFD STANDARDS.
VERIFY LOCATIONS WITH THE CITY INSPECTOR PRIOR TO PURCHASE
OR INSTALLATION OF THE ENCLOSURE. SEE SITE ELECTRICAL PLANS
PRIOR TO STARTING JOB.
SEE NOTE ON IRRIGATION DETAIL SHEET FOR CONTACT INFORMATION.
M
CO
CN
00
33.3
0)
B
14
2 800 S.F.
H
5
42
600
` VV WWWrV;+W Wy
V r � 9 9 W r W v W 7
fi G v W 7 T W W W W r 7
VW
WWWWV7W
WVV791'WVW:V991'1,
WGWD77WWWW'rW777
7 T W W W W O r 7 7 W W W v
VV ^e 7 9 9 w W W ,V V'
> W w r - o W v w w r
99wrrcv1'91'r
7WWWWW777"
G w r V 7 W V W G
WW w V V r V W W
W W r W G v W.
7TWWWWaV
G v V 9 9 1' v
W W O r 7 T v
9wrrrc
d 3 V w
V�v 9
W W W
7wWW
M
3.6
120 S.F.
3
1400 S.F.
M
1r9
1510 S.F.
5
16
5460 SP.
CD
CO
0)
1-1
rG-
W W W W
WWWW7
V WWW V V
rvvv .rrr
7', W W W W V fir
vvW•V VV VwwrW
v W 7 7 V 9 W W W W r 7 7 T W
V V w w 1' r V V v W 9 W w r V W.
W W V 7 W W W V w v 7< W W W
w 1' r r G V W 9 9 1' r V G v,
7 7 W W W W W 7 7 7 W WWW "
7V a V VW W VVI., V W ';
W v V V V P W W W v V
WWW V V, o W W W •
7 W. 7 W
18
2680 S.F.
A
9.4
1880 S.F.
111/
500 S.F.
1::
21
5500 SP
Call Underground Service Alert
at least 2 days
before you dig
Know what's below.
Call before you dig.
e
15
5140 S.F.
PIPE SIZING / SLEEVING
THIS LEGEND TO BE USED FOR LATERAL LINE PIPE
INSTALLATION. ALL MAINLINE TO BE SIZED AS
INDICATED ON PLAN
PIPE SIZE GPM's APPROX. # HEADS
3/4"
1"
1 1/4"
1 1/2"
1-8
9-12
13-22
23-38
1-10
11-14
15-20
21-30
2" 39-50 31-35+
NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT.
NOTE: CONTRACTOR IS REQUIRED TO PROVIDE
SLEEVING FOR ALL LATERAL LINE AND MAINLINE
UNDER ALL PAVING SURFACES THAT EXCEED 4' WIDE.
IRRIGATION DESIGN CRITERIA - 'B'
Name of Water Supplier: West Valley Water District
Pressure Given By : Tracy @ Engineering (909) 875-1604
AT SIERRA AVE & TERRA VISTA (56.0) -110 PSI
HIGHEST ELEVATION ON THIS SYSTEM = 33.6 119.7 PSI
LOWEST ELEVATION ON THIS SYSTEM = 22.5 124.5 PSI
WATER METER ELEVATION = 29.3 121.6 PSI
Contractor shall verify the static water pressure with supplier
prior to installation. If different from PSI noted above, Contractor
to notify Owner for instructions. Failure to do so will result
in contractor being responsible for changes that might occur.
6`5-12
PRESSURE LOSS CALCULATIONS
DATE 5-19-14
VALVE #
L7
of 17
B4
GPM
27.0
WATER METER (1 1/2")
1.5
GATE VALVES (2")
1.5
BACKFLOW PREVENTER
12.0
FLOW METER
1.2
MASTER VALVE (2")
2.4
VALVE
2.4
MAINLINE (840'
@ 2" LOOP)
2.4
LATERAL LINE
3.0
ELEVATION CHANGE
(UP GRADE +0')
+0.0
FITTING LOSS
2.6
TOTAL PRESSURE LOSS
29.0
MINIMUM OPERATING PRESSURE
40
DESIGN PRESSURE REQUIRED
69.0
AVAILABLE PRESSURE (P.O.C.)
121.6
REGULATOR SET @ 75 PSI
75.0
RESIDUAL PRESSURE REMAINING
+6.0
IRRIGATION NOTES
DIAGRAMMATIC PLAN
THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
SPRINKLER ADJUSTMENT REQUIRED
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS
FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND
ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE
PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY
PERCENT (50%).
FIELD CONDITIONS
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
REVISIONS REQUIRED.
SWING JOINTS
INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS,
AS PER DETAIL.
MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
AND A MAXLM JM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN.
BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED
GALLONS PER MINUTE IS NOT AVAILABLE.
WATER LINE UNDER PAVING
ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES
UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
ALL LINES TO BE INSTALLED IN SLEEVE 2X DIA. OF LATERAL LINE.
SYSTEM COVERAGE
THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE
CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN
ADDITIONAL COST TO THE OWNER.
SUPPLEMENTAL TREE IRRIGATION
TREES WHICH HAVE NOT BEEN SUPPLIED WITH A ROOT ZONE WATERING
SYSTEM IN DRIP IRRIGATED AREAS ARE TO RECEIVE (4) PC -05 W/ PC DIFFUSER CAPS
SPACED EQUALLY IN 24" DIA. AROUND TRUNK OF EACH TREE AND TIED INTO
THE DRIP SYSTEM
DRIPLINE INSTALLATION AT TREES
CONTRACTOR TO INSTALL DRIPLINE AT TREES TO PROVIDE 48" SQ. CLEARANCE
AROUND TREE TRUNK WHICH ARE INSTALLED IN DRIP IRRIGATED AREAS.
MAINTAIN DRIP SYSTEM CONNECTIONS WITH APPROPRIATE DRIPLINE ELL'S AND TEE'S
HEAD INSTALLATION ADJACENT TO HARDSCAPE (FONTANA)
ALL ABOVE GROUND IRRIGATION HEADS ADJACENT TO STREETS OR STREET
ADJACENT IMPERVIOUS SURFACES ARE TO BE INSTALLED 24" AWAY FROM THE
EDGE OF THE SURFACE. SEE SPRAY HEAD DETAILS FOR ADDITIONAL INFORMATION.
CITY OF FONTANA
LANDSCAPE PLANS
DRAWN WA
BY.
PE ED )Irlh
SIERRA CREST - PARK SITE 'D'
IRRIGATION PLAN
PPP 11'W:11e& 'frf
sc
AS SHOWN
DATFa
CITY ENGINEER R.C.E. 5115a EXP. DATE
DWG. 197.1
5061
8
8
SITESCAPES
Landscape Architecture
and Planning
3190-92 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA -#2782
(949) 644-9370 (714) 210-3140 FAX
NO.
REVISION
6-4-14 REVISE TOT LOT EQUIP..
TREWS AND BENCH NODE
A.
H
W
0
a
N
00
E—i °°
U
C.)
r=4
FONTANA, CALIFO
f
A
0-4
1156 N. Mountain Avenue
(909) 985-0971
CONTENTS
cc
LSPC 13-000022
DATE 5-19-14
'JOB# 10-031
L7
of 17