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LIMIT OF WORK
Underground Service Alert
cm Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
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IRRIGATION NOTES
1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS
ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS
WHEREVER POSSIBLE.
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 OWNER'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
11H1111111111
CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL -
A VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION
T � REPRESENTATIVE.
4s E IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF L
S M - - - 4. IT THE RESPONSIBILITY OF THE L A N D S C A P E
WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC.
ARCHITECTURE
1-1%2fl �
-7 A-18 HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SITE PLANNING
"- SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER
IT OF
� ��� ROADS, PAVING AND STRUCTURES.
_ MATCHLINE -SEE BB ���� � = µ � 1-1 � W�� '�� 3!4" 10630 Town Center Dr., Suite 128
A-17 ,,//
=========� ��� ,//�� 2 (y Rancho Cucamonga, CA 91730
3<' 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW (909) 4B4-2800
Fax (909) 484-2802
� � " 1 � 3 1-1�fl •/�''�'�������� 31a° 3(a^ - PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. �,",
/
�' Richard Krumwiada
001 , '1 , E I //1// 314„ 3! " - - - �, �.- a CA Lic. #2834
W 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW AZ Lic. # 29115
/ / A / 3/4" � '� 3 4 � " NV Lic. #446
/ / "
" PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER S
Y"". t•''"+ TX. Lic. #1684
No � 3/4' W
1 ' / / "" ) _ �" _ REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE.
/ _
, / 1 � .�
3T A-11 � % I � 3!� 3/4" 3/4"' 2" 1 U) 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR
/ / E / / 1 114" 314" /q'
1 1^ � // /q„ � , ,�,, ,/ �+' W SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF gOAP
00 314"/l' W SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE PNO F
31 r' �q„ ,° r' 2„ f'� QF W�RK ; Cn OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. y�`J �. KrumWieaco�9�'y
/ 1,, LIMIT
O / 1 00 / / II 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR 2 ��
00
1 / I a/a° 3!4" ' W MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND �W
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/ 1 � � 1 Z BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST o�
NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO '� R 711 00
3
ol
t
1 / = EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY - -
1 /
COVERAGE TESTS. 3 / ��00
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/
_j / 1 /////f//'�//�/�'�/////5 / -/ i / I `` , 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 4rF F CAS-�F�Q
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00
00 00 00 1 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL.
/ .00 00 1114
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00 00IRRIGATION LEGEND
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0 1 � 2" / _ \ NOTE: CONTRACTOR TO USE 6" POPUPS IN ALL TURF AREAS J
/ / :� i •/
Q % % W �' I / EQUIPMENT
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% 1CL
% v J 0 1 � PROPOSED DOMESTIC WATER METER BY OTHERS, SIZE AS SHOWN - DEVELOPER
00 U)041'4 1 % j I TO PAY FOR ALL NECESSARY FEES AND PERMITS
i � i /q I ol � 0 1 / ►/ NIBCO T-113 LINE -SIZE GATE VALVE z
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/ 1 / 0
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/ 4 00 1 'a 00 00 1 /
1
/ 1 0 A-13 y 00.1 1 3/4 / SUPERIOR 950 -DW BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN
/
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1 1-1/2" 100 INDUSTRIAL DATA IR220B 1.5 FLOW METER W/600 TRANSMITTER
00
/ 100
/ / ' ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE VALVE
/ 1 / / I /
00 00 00
/ / � W O RAINBIRD 33D/33DK QUICK COUPLING VALVE (SUPPLY (4) KEYS TOTAL
00 00 00 00
/ _
4 A-8 / � `` I W 1 / TORO" 8000 NETWORK 8000 AUTOMATIC CONTROLLER
op 1-1/2" 00 0 ! 00
� J � 1 3 34 �® CAMBELL SCIENTIFIC INC. TE 525 TIPPING BUCKET RAIN GAUGE ( HEAVY DUTY MODEL)
/ / / 1 / r
0 I � 0 I / O 0 BOOSTER PUMP"
00
/ 200 01
/ /00 - - - -APPROVED SCH 40 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315
F 00 3/4 01 / I PVC FOR 2" AND LARGER.
00 4'I / 1 /
Y / 100
APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER
I
00 /
iEr 00Iy-N1 00 /
O/ / _ _ _ _ _ = APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN.
a 1 / 1 /
00
COVER AS REQUIRED. FOR STREET CROSSINGS, USE 6" SLEEVE.
W APPROVED SCH. 40 PVC 4"WIRE SLEEVES RAIN cnvFR ac Rini limn
/ ..wnrul"rr, .w: «lol r arr.0 ,*• .„¢r�Ms--- mr:,eE !su ��-:
O % 1 % POINT OF CONNECTION W: �A / 1 00 AUTOMATIC CONTROLLER W:
F- /
_ 1"
/ I LL / 1 /
j , 4 %, MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 2" 0 � 00 / AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO
J / �" 4� ` _ DOMESTIC WATER METER TO BE PROVIDED BY OWNER. REFER TO UTILITY F / 1 / INSTALL A TORO NETWORK 8000 (SEE LEGEND FOR MODEL
o 1 % PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE "K" COPPER m / 1 0 NO.) IN A METERED STAINLESS STEEL ENCLOSURE. OWNER
/ 4" / PIPE (OR AS PER LOCAL CODE) AND INSTALL A 2" REDUCED PRESSURE J/ „ / TO PROVIDE 120 VOLT CONTINUOUS POWER CIRCUIT TO
/ 1 4 TYPE BACKFLOW PREVENTER, A 1 1/2" GLOBE/MASTER VALVE, A 1 1/4" 0 1 00 THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE
/.' FLOW METER, AND (2) LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE / / CONTROLLER AND COORDINATE CONTROLLER POWER .37 A-7 X3/4 1 MAINLINE TO VALVES AS SHOWN. / i / CONNECTION. CONTRACTOR SHALL PROVIDE ALL
1-1/2" % I / STATIC WATER PRESSURE: 91 PSI � 1 " 00 NECESSARY EQUIPMENT TO MAKE THIS SYSTEM OPERA-
SYSTEM DESIGN PRESSURE: HIGH: 76 PSI, LOW: 56 PSI 1 / TIONAL.
00 ol/ 1"" ^ MAXIMUM IRRIGATION DEMAND: 47 GPM E 0
i 1 /
I
/00 00
/
s � 1 / �
I � I /
r rsh� TIPPING BUCKET RAIN GAUGE:
00 00
00
I / /
r 1 j / 1 / CONTRACTOR TO MOUNT TIPPING BUCKET RAIN GAUGE AS
/ t € / T PER DETAIL 0, SHEET 14, AND WIRE TO CONTROLLER.
00
1 �4" 43rA12 �'I i / MOUNT SWITCH SO THAT IT IS EXPOSED TO THE RAIN.
00 00
00 1 00 20 9
�M worm 4 / f , i 3/" � l
MATCHLINE -SEE AA + '"00
___
MATCHLINE - SEE BB
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 (24" COIL)
TO THE TERMINAL END. THE EXTRA WIRES SHALL BE IDENTIFIED AS
EXTRA AND NUMBERED WITH TAGS AT EACH VALVE BOX AND AT
ALL CONTROLLERS.
VALVE SIZING KEY
VALVE # 1 10 . -GPM
Z4' VALVE SIZE
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
'MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY
CALIFORNIA TURF PRODUCTS, SAN DIEGO, CALIFORNIA,
(619)793-3999
"BEAR STATE PUMP & EQUIPTMENT
Phone # (909) 723 9809 Attn. Tom Lang
Model # 5OBSP60 P440 ADEFLMNOQ
0
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JRB
08/30/99
WIN I
1" = 30'-0"
LTA
95007-3
. L
-1
OF I Q. 0M.
CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
-r .
YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND
DRAWN BY:
JRB
SUMMIT HEIGHTS
TRACT. #15839,15840
COMMUNITY FACILITIES DISTRICT
SCALE:
1"=30'-0"
DESIGNED BY:
JRB
DATE:
08/30/99
CHECKED BY:
JAF
APPROVED BY ,DWG.
DATE:
CITY ENGINEER R.C.E. 2 126 EXP. DATE 1
No.:
2 S 9%
/31
9
/ 9
STANDARDS IN EFFECT.
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JRB
08/30/99
WIN I
1" = 30'-0"
LTA
95007-3
. L
-1
OF I Q. 0M.