HomeMy WebLinkAbout2889-1CA
dow 1W
3/4"
u�
Tlh 3/4" • •
rl
3/4'
0�
PSI: 71
DATE: 7-242000
AGENCY: FWD
PHONE NO.: (909) 822-2201
CHECKED BY: RON
THE IRRIGATION EQUIPMENT IS SHOWN IN THE
STREET/ HARDSCAPE AREAS FOR CLARIFICATION ONLY.
ACTUAL EQUIPMENT SHALL BE PLACED WITHIN LANDSCAPE
AREAS. VALVE BOXES AND EQUIPMENT INSTALLED ABOVE
GROUND TO BE PLACED IN SHRUB/ GROUND COVER AREAS
WHERE POSSIBLE.
P.O.C. AT NEW 1-1/2" METER & NEW 1-1/2" BACKFLOW
PRIOR TO INSTALLATION OF IRRIGATION SYSTEM,
THE CONTRACTOR SHALL VERIFY STATIC PRESSURE
AT P.O.C. AT 70 P.S.I. SHOULD PRESSURE BE BELOW
THAT, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED.
MAINLINE AND LATERAL LINES
TO BE SLEEVED UNDER ALL
DRIVEWAYS AND WALKWAYS,
ALL WORD TO MEET OR EXCEED STATE & LOCAL CODES & INDUSTRY S'T'ANDARDS.
WRITTEN DIMENSIONS TO PRECEDE SCALED DIMENSIONS.
UNDERGROUND UTILITIES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING OR VERIFYING LOCATIONS OF ALL EXISTING
UTILITIES, AND FOR PROTECTION OF SAME. DAMAGES RESULTING FROM HIS WORK OR THAT OF HIS
SUB -CONTRACTORS SHALL BE RESTORED TO ORIGINAL CONDITION AT THEIR OWN EXPENSE. CITY SHALL
HAVE THE FINAL SAY IF REPAIRS ARE TO BE MADE BY CONTRACTOR OR OTHERS.
PRESSURE LOSS CALCULATIONS:
EXISTING STATIC PRESSURE: 76 VALVE NO.: 1
COMPONENT
SIZE
GPM
LENGTH
LOSS/100'
NET LOSS
WATER METER
1-1/2"
35
-
-
2.50
COPPER SERVICE
1-1/211
Z
50'
5.18
2.59
B.F.P.
1-1/4"
-
-
9.00
MAINLINE
2"
cA
850'
0.90
7.65
R.C.V.
1-1/4"
-
-
2.70
ELEVATION
-
-
-
-
LATERALS
-
-
-
5.0
SUBTOTAL: 29.44
25 % FITTINGS: 7.36
SPRINKLER: 30.0
TOTAL: 66.80
STUB OUT FOR EAST SIDE OF
HEMLOCK LANDSCAPING.
SLEEVE MAINLINE UNDER
STREET. PULL 4 CONTROL
WIRES FOR VALVES AND
SLEEVE ALSO.
o � �
CITY OF FONTANA REQUIRED NOTES:
INSPECTIONS:
1. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEERING
DIVISION'S LANDSCAPE INSPECTOR 48 HOURS PRIOR TO DESIRED INSPECTION OF AN
ITEM A (909) 350-6633.
2. PRIOR TO RELEASE OF UTILITIES OR MAINTENANCE PERIOD COMMENCEMENT THE
FOLLOWING INSPECTIONS ARE REQUIRED:
PRE CONSTRUCTION MEETING
INSPECTION OF IRRIGATION SYSTEM IN OPEN TRENCH CONDITION (PRIOR TO
BACKFILL). MAINLINE PRESSURE TEST Q 150 P. S.I. FOR A THREE (3) HOUR
CONTINUOUS PERIOD.
IRRIGATION COVERAGE TESTS INCLUDING INITIAL AND FINAL 'PESTS.
FINISH GRADE PRIOR TO PLANTING.
PLANT MATERIALS PRIOR TO PLANTING AND SOIL PREPARATION.
PLANTING, INCLUDING STREET TREES. CONTACT THE PARKS PLANNING AND
LANDSCAPE DEVELOPMENT SECTION, ENGINEERING DIVISION, FOR SPECIES AND
FINAL LOCATIONS.
COMPLIANCE WITH APPROVED PLANS.
FINAL INSPECTION.
3. THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONTRACTOR SHALL BE PRESENT AT
EACH INSPECTION.
V J w
K AVENUE 334 1-1/ >
3 Q
4 ' cr CARTER VENUE
SHOULD CONSTRUCTION OF THE REQUIRED ti' ��� Li
Q O� _
CHANNEL
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS � � HIGHLAND CHA
Q EXISTING HIGHLAND AVEN �
OF THE DATE OF APPROVAL SHOWN HEREON AND �« �h >
CARRIED FORTH IN A DILIGENT MANNER THE CITY 3/4 ��P SOUTH HIGHLAND AVENUE
��- Lli
ENGINEER MAY REQUIRE REVISIONS TO THE PLAN TO -.s• w �� z Z
Q S Q W
> w
BRING THEM INTO CONFORMANCE WITH CONDITIONS ' ~ .� p _ � Q m •
AND STANDARDS IN EFFECT. jw �— Y
Project
WALNUT AVENUE o Site
__j Q w
r; __jI 0,4 cn _
W
L m
BASELINE AVENUE
0 Q0 VICINITY MAPH
N#T#S#
STATION NUMBER
GALLONS PER MINUTE VALVE SIZE
DETAIUSECTION NUMBER
511EET NUMBER
SCALE 1" 201
01
:.
A
PF............. . ._�_.
�e..�y y
Z
U�
ycA:
p..
cA
DATE: 7/17/2000
JOB NO.: 99-36
DRAWN BY: L.K.D.
REVISIONS:
SHEET NUMBER:
OF:6
1
A
U�
N
Ua
UAw
�
W
�
�
0
a
0
w�
EEO
C
aU
A
W
a
0
p
W
as
�+
U
a
DATE: 7/17/2000
JOB NO.: 99-36
DRAWN BY: L.K.D.
REVISIONS:
SHEET NUMBER:
OF:6
1