HomeMy WebLinkAboutNONAME_2896_00910
00
i
go00
00
i
A-3 j
1-V& j
00
00
00
00
00
00
cc/
O/
go
'S/
i
F-
00
00
J/
00
1'
i 2"
W ,1l
0004
04/
i
04
:�,
000000
/
00
00
W 00
/
00/
Z 04
/
10/
0jj
/0
00
00
00
io
00
, 4".
if
04
W
U /
/
00
00
00
00
00
00
00
Z`
00
Q go
/
00
04,
i /
U I i
MATCHLINE -SES AA
�>•s�
W
2
O
W
X0
O
0
UNDARY
of
-- - _ ,w-/ oC
_ 000
/�
314 0
00/
00 /-
00 J
UE RIDGE WAY
r
LIMIT OF WORK
Underground Service Alert
Call: TOLL FREE
1=800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
r sL�
e
/
go
00
00
00
00
00
i
/
600
0000
/
00go00
a 00go/
/
0000
00
/
0000
/
00100:
/
s 00 1"
00
00 r n
00
00
a 00
00
000000
00
00
00
000000
00
00
' 00
00
00
/4
/�
s 00
/
�
400'
00
00
00
00
00
go0000
00
0000
/
0000
00
00
00
0000
Y%
cc 00
O/
00
�/J
LL "
000
�00
J 00 10
/
i�i
CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED
TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE
OVERTHROW ONTO WALKS AS MUCH AS POSSIBLE SEE DETAIL
ALL EXTRA CONTROL PILOT WIRE S TO BE ROUTED FROM EACH
CONTROLLER AND LOOPED UP INTO EACH VALVE BOX (24r COIL)
TO THE TERMINAL END. THE EXTRA WIRES SHALL BE IDENTIFIED
EXTRA AND NUMBERED MNTM TAGS AT EACH VALVE 9px AND AT
ALL CONTROLLERS.
MATCHLINE -SEE BB
MATCHLINE an SEE AA
S � M
00
/
00
1 3/4"
314"
0
i
000000
1
1
00
/
i
000000
i
1
5M-121PC0*5F
116
r
/
00
1
1
go
5702.12P -COM -M
i
00
/
TORO
1
S
E
00
0
00
00
00
00
00
1 4
1
/
3W
00
J00
1
4"
57QZ-12P-CO*100
Q'
00
00
00.0
/
S
1
TORO
5702-12P•C0*tW
/
34"
r
"
/1.
1
1.00
5702 -12P -COM -10F
/
oil
1
10'
LL -
i
1
ER TO BE PROVIDED BY OWNER. REFER TO UTILITY00
i
00
3/4"
1
4"
/
/
00
LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE
/
00
%
00
1
1.00
ATER PRESSURE: 91 PSI
�.
r
i
/
00
,n
00
00i
00
�
00
1
1
m
"/
00
00
00
1
R 0'
l
/
0
00
1XvI
1
i
00
40
5702 -12P -COM -MT
N/
00
EDUPMENT
[M
PROPOSED
is
/
001
4'
in
0
AO
O
VALVE SIZING KEY
VALVE # > 10 GPM
3/M" VALVE SIZE
MATCHLINE -SEE B8
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE SHEET 1-1
FOR DETAILS, SEE SHEET 1-4
FOR SPECIFICATIONS, SEE SPECIFICATION BOOKLET
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET C-1
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-1
1
IRRIGATION NOTES
1. THIS SYSTEM 18 DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS
ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAE
WHEREVER PASSIBLE.
2. 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 ONRIER'S
AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT
PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS
NECESSARY.
3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF
CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL
VERIFY ALL PRESSURES ON 917E PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION
REPRESENTATIVE.
4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC.
HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER
SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS. UNDER
ROADS, PAVING AND STRUCTURES.
S. kMtNLINE FEEDER BETWEEN rO1FfT OF COhNECTMETER, AND BACKFLOW
PREYENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT.
6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW
PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S
REPRESENTATIVE, ANDAOA LANDSCAPE ARCHITECT, WHERE APPLICABLE
7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR
SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF
SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON A?VAOVAL OF THE
OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS.
e. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND
BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
NOZZLE RADIUS TO FR UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO
EXTRA CHARGE. CALL LANDSCAPE ARCMffECT 46 HOURS IN ADVANCE FOR ANY
COVERAGE TE8T&
9. DUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS.
10. CLEAN -LIP ON A DAILY MIS PER OWNER 'a IIENIESEC KTATIVE'3 APP"AL
IRRIGATION LEGEND
SYY MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G,Q,Y, P.S.L
k-
00
5702 -12P -COM -5Q
00
TORO
000000
O
00
5702 -12P -COM -5M
000000
TORO
5M-121PC0*5F
116
/
00
(, A-13
go
5702.12P -COM -M
�-
TORO
5702-12PCOM-ST
S
E
00
5702 -12P -COM -SH
00
00
00
LL
/
30
00
J00
000000
TORO
57QZ-12P-CO*100
Q'
TORO
S
E
TORO
5702-12P•C0*tW
♦
i
5702 -12P -COM -10F
F4"
RAINS
000
10'
LL -
:CTION IMMEDIATELY DOWNSTREAM OF NEW 7
00
000
ER TO BE PROVIDED BY OWNER. REFER TO UTILITY00
570ZAV-00*12T
L INFORMATION. EXTEND NEW TYPE "K" COPPER
m oo
L CODE) AND INSTALL A 2" REDUCED PRESSURE
J 00
ENTER, A 11120 GLOBE/MASTER VALVE, A l 1/4"
00
LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE
/
S SHOWN.
/
ATER PRESSURE: 91 PSI
go
►ESIGN PRESSURE: HIGH: 76 PBI, LOW: 56 PSI
00
IRRIGATION DEMAND: 47 GPM
00
00i
TORO
570Z -12P -COM -15H
m
r
/
5702 -12P -COM -15F
00
so -t-
R 0'
41 A -1Z
j
TORO
i
B
2�
5702 -12P -COM -MT
i
00
VALVE SIZING KEY
VALVE # > 10 GPM
3/M" VALVE SIZE
MATCHLINE -SEE B8
PLAN CROSS REFERENCES
FOR NOTES AND LEGENDS, SEE SHEET 1-1
FOR DETAILS, SEE SHEET 1-4
FOR SPECIFICATIONS, SEE SPECIFICATION BOOKLET
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET C-1
FOR CORRESPONDING PLANTING PLAN SEE SHEET P-1
1
IRRIGATION NOTES
1. THIS SYSTEM 18 DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS
ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAE
WHEREVER PASSIBLE.
2. 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 ONRIER'S
AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT
PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS
NECESSARY.
3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF
CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL
VERIFY ALL PRESSURES ON 917E PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION
REPRESENTATIVE.
4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC.
HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER
SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS. UNDER
ROADS, PAVING AND STRUCTURES.
S. kMtNLINE FEEDER BETWEEN rO1FfT OF COhNECTMETER, AND BACKFLOW
PREYENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT.
6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW
PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S
REPRESENTATIVE, ANDAOA LANDSCAPE ARCHITECT, WHERE APPLICABLE
7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR
SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF
SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON A?VAOVAL OF THE
OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS.
e. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND
BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
NOZZLE RADIUS TO FR UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO
EXTRA CHARGE. CALL LANDSCAPE ARCMffECT 46 HOURS IN ADVANCE FOR ANY
COVERAGE TE8T&
9. DUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS.
10. CLEAN -LIP ON A DAILY MIS PER OWNER 'a IIENIESEC KTATIVE'3 APP"AL
IRRIGATION LEGEND
SYY MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G,Q,Y, P.S.L
k-
TORO
5702 -12P -COM -5Q
"&_
TORO
5701.12P -COM -ST
O
TORO
5702 -12P -COM -5M
♦
TORO
5M-121PC0*5F
116
RAINBIRD
1812-SAM-PRS-6VAN
30
TORO
5702.12P -COM -M
�-
TORO
5702-12PCOM-ST
S
TORO
5702 -12P -COM -SH
X
TORO
5702-12PCOM-OF
30
RAINBIRO
1812-SAM-PRS-8VAN
.50
TORO
57QZ-12P-CO*100
Q'
TORO
5702 -12P -COM -10T
V
TORO
5702-12P•C0*tW
♦
TORO
5702 -12P -COM -10F
.40
RAINS
1012 SAM-PAS-10VAN
10'
TORO
5702 -12P -COM -12Q
POP-UP SPRAY HEAD
TORO
570ZAV-00*12T
O
TORO
570Z -12P -COM -12M
0
TORO
5?0Z-12P COM-IZF
�►
TORO
5702-12P-COM-15-ADJ
POP-UP SPRAY HEAD
TORO
Slat -12110 -COM -190
30
TORO
570Z -12P -COM -15T
.70
TORO
570Z -12P -COM -15H
m
TORO
5702 -12P -COM -15F
POP-UP SPRAY HEAD
TORO
570Z-12P-C,OM-15-ADJ
W
TORO
5702-12P-COM-4EST
B
TORO
5702 -12P -COM -MT
NOTE: CONTRACTOR TO USE
6" POPUPS IN ALL TURF AREAS
EDUPMENT
[M
PROPOSED
is
H
NIBCO
T-113
0
FEBCO
825Y -BV -2.00
POP-UP SPRAY HEAD
SUPER O!!
9WDW
30
INDUSTRIAL DATA
IR220B-1.5
.90
SUPERIOR
3100 SERIES
O
RAINBIRD
33DY33DK
POP-UP SPRAY HEAD
TORO''
8000
30
CAMBELL SCIENTIFIC INC. TE 525
®
BOOSTER PMP"
41110
APPROVED
9CH 40 P'VC
APPROVED CL 200 PVC
r :.:: Z APPROVED SCH. 40 PVC
== APPROVED SCH. 40 PVC
"MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY
CALIFORNIA TURF PRODUCTS, SAN D*GO, CALWORNIA,
(619) 793-39.99
"BEAR STATE PUMP •
Phone # (909) 723 9809 Attn. Toma
Model # 508SP60 P43.0 ADEFLMNOG�
POP-UP SPRAY HEAD
5
.10
30
POP-UP SPRAY HEAD
5
.10
30
POP-UP SPRAY HEAD
5
.20
30
POP-UP SPRAY HEAD
S
.40
30
POP-UP SPRAY HEAD
6'
.40
30
POP-UP SPRAY HEAD
S
.20
30
POP-UP SPRAY HEAD
Ir
.30
30
POP-UP SPRAY HEAD
r
.50
30
POP-UP SPRAY HEAD
Q'
1.00
30
POP-UP SPRAY HEAD
8'
.70
30
POP-UP SPRAY HEAD
10'
.40
30
POP-UP SPRAY HEAD
10'
.50
30
POP-UP SPRAY HEAD
If
.70
30
POP-UP SPRAY HEAD
10'
1.50
30
POP-UP SWAY HEAD
If
.40
30
POP-UP SPRAY HEAD
12'
.50
30
POP-UP SPRAY HEAD
12"'
.70
30
POP-UP SPRAY HEAD
12'
1.10
30
POP-UP SPRAY HEAD
tY
2.20
30
POP-UP SPRAY HEAD
17
.70
30
POP-UP SPRAY HEAD
is!
.90
30
POP-UP SPRAY HEAD
is
1.10
30
POP-UP SPRAY HEAD
is
1.70
30
POP-UP SPRAY HEAD
15
3.00
30
POP-UP SPRAY HEAD
1S
.90
30
POP-UP SPRAY HEAD
4X1S
.00
30
POP-UP SPRAY HEAD
4X30"
1.20
30
DOMESTIC WATER METER BY OTHERS, SIZE AS SHOWN - DEVELOPER
TO PAY FOR ALL NECESSARY FEES AND PERMITS
LIWE-SIZE GATE VALVE
REDUCED PRESSURE BACKFLOW DEVICE, SIZE AS SHOWN
BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOV01
FLOW METER W/600 TRANSMITTER
NORMALLY OPEN ELECTRIC GL06E VALVE
QUICK COUPLING VALVE (SUPPLY (4) KEYS TOTAL)
NETWORK 6000 AUTOMATIC CONTROLLER
TIPPING BUCKET RAIN GAUGE ( HEAVY DUTY MODEL)
IMAIRUNE, SIZE AS SH", MIN. COVER 11r; USE CL 313
PVC FOR 2" AND LARGER.
LATERAL LINE, SIZE AS SHOWN. 12 MIN. COVER
SLEEVES, SIZED 2X LARGER THAN PIPE T4 BE INSERTED, MMI.
COVER AS REQUIRED. FOR STREET CROSSINGS, USE 6" SLEEVE.
4' WIRE SLEEVES, MIN. COVER AS REQUIRED.
II'JN!I11!'J'
L A N D S C A P E
ARCHITECTURE
SITE PLANNING
10830 Town Center Dr., Suite 129
Rancho Cucamonga, CA 81730
19091 484-2800
Fax (9081484-2802
• '-, Richard Krumwiede
CA Lie. it2834
► AZ Lic. it 29115
W Lic. # 448
*"-Al. 5410* TX. Lic. 111884
iCAp_
y�V KruMW4, 90
W TR
:3 w
I t - &1`7 �? �r
>= c a
��a■r��y��h�la����
0
a)3
*4 C:a
W -t O -
o
a) c!'
t4_co
(/) CO
ca
� r
a) ad
co
0 CO
LL LO
N
0 ca -
i, U
WE
(0) CL
i U
ll
.2_
U
JRB
1" = 30'-0"
Kai49 A WI
CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
<-. . fA66
YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENTSUMMIT
DRAWN BY:
HEIGHTS
SCALE:
"
MANNER, THE CITY ENGINEER MAY REQUIREs
TRACT. #15839, 15840
w:
DATE
REVISIONS TO THE PLANS TO BRING THEM INTO
COMMUNITY FACILITIES DISTRICT
CONFORMANCE WITH CONDITIONS AND
JR9
06/3m
CHECKED 9Y:
DROVEDsY ,
DATE:
DWG. ao.:
STAWAFOS IN EFFECT.
,�►F
a CITY ENGWEER
II'JN!I11!'J'
L A N D S C A P E
ARCHITECTURE
SITE PLANNING
10830 Town Center Dr., Suite 129
Rancho Cucamonga, CA 81730
19091 484-2800
Fax (9081484-2802
• '-, Richard Krumwiede
CA Lie. it2834
► AZ Lic. it 29115
W Lic. # 448
*"-Al. 5410* TX. Lic. 111884
iCAp_
y�V KruMW4, 90
W TR
:3 w
I t - &1`7 �? �r
>= c a
��a■r��y��h�la����
0
a)3
*4 C:a
W -t O -
o
a) c!'
t4_co
(/) CO
ca
� r
a) ad
co
0 CO
LL LO
N
0 ca -
i, U
WE
(0) CL
i U
ll
.2_
U
JRB
1" = 30'-0"
Kai49 A WI