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D I ST COUNTY ROUTE KILOMETER POSTECT SHEET TOTAL
AL IRRIGATION PRESSURE CALCULATION TABLE CONTROLLER "AI' POIHEETS
NT OF CONNECTION "A"
d� 08 SBd 30 10. 3/ 13. 4
CITY OF RANCHO CUCAMONGA MAINTAINED MAINTAINED BY CITY OF RANCHO CUCAMONGA ( '; ,
WATER METER NO. "A"
SIZE 50mm (2") CONTROLLER TO BE A CALSENCE ENCLOSED IN A STRONGBOX INSTALL A 50mm (2") WATER METER AS SHOWN ON PLAN.
CONTRACTOR TO TIE INTO WATER METER AND VERIFY
F- ELEVATION OF METER 1530' SB-24SS/ 120V STAINLESS STEEL METERED ENCLOSURE —
THAT STATIC PRESSURE IS 130 PSI PRIOR TO CONSTRUCTION. etre+ L I CENS LANDSCAPE R H CT �pNDSCApF
V HYDRAULIC GRADIENT TANK HALF FULL HEIGHT CABINET. CONTROLLER SHALL BE CAPABLE OF FLOW SENSING RUN MAINLINE TO 50mm (2") FEBCO 825 RP BACKFLOW W/60
x IL (D AND CENTRAL COMMUNICATION
STATIC PRESSURE 896. 324 kpo ( 130 PSI ) MESH WYE STRAINER PER LEGEND. INSTALL IN A STRONGBOX
F- p� SOURCE OF INFORMATION CUCAMONGA CO. WATER DISTRICT SBBC-30AL BACKFLOW ENCLOSURE. INSTALL A 50mm (2") 9_ 1 3 _99 i LYNN CAPOUYA
PHONE NUMBER (909) 987-2581
MODEL NO : ETI - 12 W/ANT- I , TP- 10, TP- 110 SUPERIOR MODEL 3100-24 VOLT MASTER VALVE AND CALSENSE 2314
O_ N MODEL FM- 1 . 25B- 0/4", BRASS FLOW SENSOR TEE PER PLANS APPROVAL DATE °'
DATE OF INFORMATION -------------- 12-31-00
00 SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE MANUFACTUREMMENDATION. SAN BERNARDINO ASSOCIATED GOVERNMENTS •
R' S RECOXP
rn BASIS FOR CALCULATION LONGEST MAINLINE RUN AT FLOW
UTILIZED BY CONTROLLER. 444 NORTH ARROWHEAD AVE
CONTRACTOR TO LOCATE R. P. BACKFLOW WHERE SHOWN F o
— REMOTE CONTROL VALVE A-7 OF Ck\_\F
1 1 17 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCAT I ON ON THE PLANS AND SHALL SLEEVE ALL PIPES PES UNDER SU I T E 203
00 SIZE 38mm ( I/2 ) VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. SAN BERNARD I N0 CA 92401
V) rn DEMAND 132 L/m (35 GPM) BUILD-OUT OF CONTROLLER TO BE LOCATED AS SHOWN ON PLANS AND APPROVED
a N BY AN AUTHORIZED REPRESENTATIVE OF THE CITY. ALL w i RES FROM FLOW SENSOR TO THE CONTROLLER TO BE H N T B CORPORATION
ELEVATION OF HIGHEST HEAD 1544 X14 AND SHALL BE SLEEVED INA 25mm ( I ") DIA. PVC CONDUIT. 600 NORTH ARROWHEAD AVE
PRESSURE AT R. C. V. 51 . 42 PSI ALL IRRIGATION HEADS NEAR CONTROLLER AS IT IS INSTALLED
cn SHALL BE MOVED AND THROTTLED DOWN TO ELIMINATE SPRAY SU I TE 21 1
u') QTY. SIZE ITEM PSI LOSS ONTO THE CONTROLLER ENCLOSURE. WATER METER STATISTICS SAN BERNARD I N0. - CA 92401
The State of California or its officers or agents shall not be responsible
SERVICE LINE/METER SIZE 50mm (2") for the accuracy or completeness of electronic oeples of this plan sheet
>_ .
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i X" WATER METER 0. 97
I X" BACKFLOW PREVENTER 1200 HYDRAULIC GRADE LINE FT. 1830'
m .
— ELEVATION OF METER FT. 1530
> I X" GATE VALVES 0. 02 STATIC WATER PRESSURE PSI 130 PSI NOTE TO CONTRACTOR
w Cr I X" MASTER VALVE 0. 50 MAXIMUM FLOW - CONTROLLER A 40 GPM
V) 1 11/4" FLOW SENSOR 2. 60 FLUSH MODE FOR DRIP SYSTEM CONTRACTOR SHALL SCHEDULE WALK-THROUGH OF THE
FW- "408' 211
MAINLINE 4. 49 MINIMUM PRESSURE REQUIREMENT 65. 34 PSI IRRIGATION SYSTEM FOR CONFIRMATION BY THE IRRIGATION
w Q MAINLINE NA RESIDUAL PRESSURE PSI X% 9. 66 PSI DESIGNER AND THE CITY A MIN. 48 HOURS LEAD TIME. THE
I 11/2" AUTOMATIC CONTROL VALVE 3. 00 FOLLOWING ITEMS TO BE SCHEDULE FOR CONFIRMATION:
x W LATERAL LINE LOSS 0. 60 MAINLINE INSTALLATION
F- I " LATERAL LINE LOSS 1 . 04 COMPLETION OF INSTALLATION OF HEAD FOR COVERAGE TEST
p �4" LATERAL LINE LOSS 1 . 40 MOISTURE AND FLOW SENSOR INSTALLATION
1/2" LATERAL LINE LOSS 0. 00
FITTINGS LOSS ( I OX) 2. 66
ELEVATION CHANGE 6. 06
\
0 c� >- TOTAL SYSTEM LOSSES 35. 34
m
W PRESSURE REQUIRED TO OPERATE HEAD 30. 00
J ui �w TOTAL PRESSURE REQUIRED 65. 34
LOWEST STATIC PRESSUOt---A.VA I LABLE 130. 00 PSI
U PRE-SET REGULATED PRESSURE••- 75. 00 PS
_j Ln W
Q W = RESIDUAL PRESSURE PRESET PRESSURE 9. 66 PSI
U o U CONNECT NEW VALV
TO EXISTING LATE4t LINES
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ALL AREAS.
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O 0 2 2 144 38 150 mm 148 38 r -
' �; 3 (C-ON-DU I T ) �;
-------- .............
7 ABANDON THIS SECTION CAP EXISTING
150 mm A6
132 38 25mm
........-•-• ............. ----•----- MAINLINE NL I N
............. (VERIFY )
---•---...... ............. i ( CONDO 1•T) 15038
kj,4�MM I � 50 mm 25mm �•— 25mm �x�s• rev .1'74"
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`L v o POINT OF CONNECTION 50mm ( 2 " ) WATER METER o
a < a CONTACT CUCAMONGA COUNTY WATER DISTRICT
a (909 ) 987 -2591
r��O r� �. �
x
W
IRRIGATION PLAN
SCALE: 1 : 200 0 0
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HP - 11 � o
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FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME = > EPulce PNi
SCALE IS IN MILLIMETERS l i l l l l l l l
j : \23538\cadd \ 4332t I I , dgn CU 08236 EA 443324
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DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
CONTROLLER " B" POINT OF CONNECTION " B" 08 SBd 30 10. 3/ 13. 4
v .
CITY OF RANCHO CUCAMONGA MAINTAINED MAINTAINED BY CITY OF RANCHO CUCAMONGA �; • Iys
CONTROLLER TO BE A CALSENSE ENCLOSED IN A STRONGBOX INSTALL A 50MM (2") WATER METER WHERE SHOWN ON PLAN. CONTRACTOR
SB-24SS/ 1 20V STAINLESS STEEL METERED ENCLOSURE CABINET. TO TIE INTO WATER METER AND VERIFY THAT STATIC PRESSURE IS 60 PSI a tr%C �Ar,oSCaP�
CONTROLLER SHALL BE CAPABLE OF FLOW SENSING AND PRIOR TO CONSTRUCTION. RUN MAINLINE TO 50mn (2��) FEBCO 825 RP L I CENS LANDSCAPE R H I CT �p qp
CENTRAL COMMUNICATION. BACKFLOW W/ 60 MESH WYE STRAINER PER LEGEND. INSTALL IN A STRONGBOX
x 0') SBBC-30AL BACKFLOW ENCLOSURE. INSTALL A 50mn (2") SUPERIOR I MODEL N , , LYNN CAPOUYA
3100 24 VOLT MASTER VALVE, AND CALSENSE MODEL FM- 1 . 25B, I/4 BRASS 9_ 1 3_99
OL is MODEL NO ETI - I2 W/ANT- I , TP- I0, TP- i I0 FLOW SENSOR TEE PER MANUFACTURER' S RECOMMENDATION. No. 2314
PLANS APPROVAL DATE
ix
00 SEE POINT OF CONNECTION NOTE FOR ADDITIONAL EQUIPMENT TO BE SAN BERNARDINO ASSOCIATED GOVERNMENTS xp• 12-31-00
UTILIZED BY CONTROLLER. CONTRACTOR TO LOCATE R. P. BACKFLOW WHERE SHOWN ON THE PLANS AND SHALL sl �P
V N SLEEVE ALL PIPES UNDER VEHICULAR PAVING WITH CORRUGATED STEEL SLEEVES. 444 NORTH ARROWHEAD AVE qlF OF CavF
117 VAC POWER TO BE CONNECTED BY THE CONTRACTOR. LOCATION SU I TE 203
00 OF CONTROLLER TO BE LOCATED AS SHOWN ON PLANS AND APPROVED ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE *14 AND SAN BERNARD I NO, CA 92401
0 \ BY AN AUTHORIZED REPRESENTATIVE OF THE CITY. SHALL BE SLEEVED I N A 25mn ( I ��) DIA. PVC CONDUIT. H N T B CORPORATION
ALL IRRIGATION HEADS NEAR CONTROLLER AS IT IS INSTALLED SHALL 600 NORTH ARROWHEAD AVE
V) � BE MOVED AND THROTTLED DOWN TO ELIMINATE SPRAY ONTO THE WATER METER STATISTICS
SUITE 211
� CONTROLLER ENCLOSURE SERVICE LINE/METER SIZE 211 SAN BERNARD I NO, CA 92401
0 HYDRAULIC GRADE LINE FT. 1647' Thp State of COlifornla or its officers or agents shall not be responsible
w ELEVATION OF METER FT. 1508 for the oocuracy or completeness of electronic
copies of Ws plan sheet.
}- In STATIC WATER PRESSURE PSI 60 PSI
m : : XIMUM FLOW X _
MA CONTROLLER
37 GPM -•--- --------
0 W I :------• P L'IUSH MODE FOR DRIP SYSTEM
w ENT
MINIMUM PRESSURE REQUIREMENT 56 17 PSI
to ..... ......
ui RES I DUAL PRESSURE PSI X% ----•-----... ------- -----
3. 83 PSI •-•-- ..
> 1-- ....................................... •.....:
wQ .......................... ...................... •` .................................. -------------- ....................
0 ....................
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m CAP EXISTING LOOP 5YSTE
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IRRIGATION PRESSURE CALCULATION TABLE
Q
:••.: ., E. P EDR .
WATER METER No. ..B.' T E O 1 TY APf' OVAL �.._....
------...._. .------•--... ------------- ---..._...... ........._... ..---...-•--- --...._...... _....._...... �:= ----•
I AIN
NO-T... AR-T ..O . .. .... ... .. . .. . -._-. ......
SIZE 50mn (2")
� Q
ELEVATION OF METER 1508 >. ; �' Of
HYDRAULIC GRADIENT TANK HALF FULL HEIGHT N ~
STATIC PRESSURE 60 PSI `; U J
Q 16
6
38
SOURCE OF INFORMATION CUCAMONGA CO. WATER DISTRICT ...................................... U
0 PHONE NUMBER (909) 987-2591
DATE OF INFORMATION ______________ - -
x to BASIS FOR CALCULATION LONGEST MAINLINE RUN AT FLOW
C=
� REMOTE CONTROL VALVE ...................... ....... .... ... ..
~ SIZE 38mn ( 11/2") )
Li DEMAND 37 GPM BUILD-OUTC1 C1 C3 ••-- M
Q ..
ELEVATION OF HIGHEST HEAD 1498 R/V1I R/W
F— PRESSURE AT R.C. V. 37. 47 PSI
z
W ;
PSI LOSS •
ITEM S •-•� '-°°•' ,._- --
QTY. SIZE •� "
� - ::.• :.., : AK
-.... .::•" >...;. .:. • ..,,. :-�• �••'••. �: ... .. ._.._ .. SER�V�•��•-O_E C�NG NN �•C_V.l1.;4�1AyR� MA;RSTT- PLACE.. MAINLINE • -,_..
_ K.E. C O Nt'�1E C T.
o
0
2" WATER METER 1. 00
:: N
r•
Q 1::: ............................ E X A ,
IF
T
12. oo LD.CE NN.. . 'ER
G� 1 2 BACKFLOW PREVENTER AT..I.ON .. _..
...........
' U
GATE VALVLLJ 210ES 0. 04
I 2" MASTER VALVE 0. 50 -"
2" FLOW SENSOR 2. 60
o
360' 2" MAINLINE 4. 39
MAINLINE ................... .........•-................................ - •- u
Q W
3. 00 _
AUTOMATIC CONTROL VALVE _ .. ........
LATERAL LINE LOSS 1. 60LIJ
o
O I LATERAL LINE LOSS 1. 20
)4" LATERAL LINE LOSS 1. 40 Q
J y2" LATERAL LINE LOSS 0. 00 ...........•........................•••----•------------------------._...-•------ O
._...- ..... ._.....----
Q
FITTINGS LOSS (10%) 2. 77
>" '"' • �
U _
ELEVATION CHANGE (4. 33) •'
LA_
U-3
x TOTAL SYSTEM LOSSES 26. 17
-` r-
W IRRIGATION PLAN
PRESSURE REQUIRED TO OPERATE HEAD 30. 00
z z
SCALE. 1 . 20C o O
TOTAL PRESSURE REQUIRED 56. 17 —
tn } Ln
LOWEST STATIC PRESSURE AVAILABLE 60.00 PSI � O
PRE-SET REGULATED PRESSURE 60.00 PSI
I
� O
RESIDUAL PRESSURE AT PRESET PRESSURE 3. 83 PSI
HP - 13
o
V) O
74
O
FOR REDUCED PLANS ORIGINAL o 20 40 60 80 USERNAME = > EPu i ce kU 08236 EA 443324
SCALE IS IN MILLIMETERS I I I I l l l ► I j : \23538\codd\hwy\844332t13. dgn
2 o or 2..