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1 R R I u" A T I N " N_ 1 " 0"I", E S 9 �&
I-Kxl - LEGEND" A
_
DIAGRAMMATIC LAN
ESTIMATED WATER USE CALCULATIONS
QTY. DETAIL SHEET
THIS SYSTEM IS DIAGRAMMATIC. MATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
PIS
ON-SStTE LANDSCAPE
8 4 L
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
MATER METER 111
)
RAINBIRD 1812 -SAM -PRS -MPR -NP -8H H HALF SPRAY HEAD 81 .52 30
23 4 L
PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
GATE VALVES
ETo
9 4 L3
12.0
MASTER ALVE
!N IAD 1812 -SAM -PRS -MPR -NP -1 2H HALF SPRAY HEAD 12' 1.3 30
149 4 L3
SPRINKLER ADJUSTMENT U
SPRING
13.3
6 4 L3
THE IRRIGATION CONT CTGR SHALL FLUSH AND ADJUST ALL SPRINKLER BEADS
ELEVATION CHANGE UP E-31)
RAINBIRD 1812 -SAM -PRS -MPR -NP -5Q -NP- QUARTER SPRAY HEAD 5f .10 30
2 4 L3
FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND
14 % RESIDUAL PRESSURE REQUIRED
Eto PF
LA
FACTOR
IN GAL IN 100
Cu FT
IE
CCF
NATIVE
13,3 0,21
0
0.62
0.0
0.00
0.9
-
MEDIUM
93.3 0.56
10848
0.62
51749.9
69,18
0.75
92,25
TURF
13.3 0.62
5893
0,62
30051,1
40.18
0.75
53,57
TOTAL AREA
16741
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF T14E
TOTAL EWU
145.81
ETo
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT
REVISIONS REQUIRED.
SUMMER
35.9
THE CONTRACTOR IS REQUIRED TO USE 5702 -COM (CHECK-O-MATI )
SWING JOINTS
Eto PF
LA
FACTOR
IN CAL IN 100
CU FT
IE
CCF
NATIVE
35.9 0,33
0
0,62
0.0
9.00
0.9
MINIMUM PRESSURE AND MAXIMUM GALLONSU
MEDIUM
35.9 0.58
10848
0.62
139959.9
187,11
0.75
249,48
TURF
35,9 0,54
5893
9.62
10787.4
94.64
0.75
126,18
TOTAL AREA
16741
GALLONS PER. MINUTE IS NOT AVAILABLE,
TOTAL EdU
1 13 L3
375.86
ETO
WATER LINE UNDER PAVING
ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES
FALL
11.2
2 3 L3
UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" VEEP.
SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED
20 2 L3
Eto PF
LA
FACTOR
IN GAL IN 100
CU FT
IE
CCF
NATIVE
11,2 0,24
0
4.62
0,0
0.00
0.9
CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGES) RESULTING IN
MEDIUM
111 0.58
10848
9.62
43516.9
58.10
9,75
77.57
TURF
11.2 0,59
5893
0.62
24041,5
32,15
0.75
4287
TOTAL AREA
16741
TOTAL EU
120,44
TOTAL YEARLY EU :
PERCENT OF LANDSCAPE
NATIVE PLANTS
-
CCF
NATIVE PLAITS
0%
MEDIUM SHRUBS
419,30
CCF
MEDIUM SHRUBS
65%
TURF CRASS
222.61
CCF
TURF GRASS
35%
PROJECT TOTAL ETU
649.91
CCF
100%
MAXIMUM WATER USE CALCULATIONS
MAWA
Eto % OF Eto
LA
FACTOR
IN GAL
CCF
60.3 4.8
15741
4.62
500703.2
669
TOTAL YEARLY IMAM,:
669
TOTAL YEARLY EW'U :
641A
PERCENT OF WATER USED:
6%
2
1 R R I u" A T I N " N_ 1 " 0"I", E S 9 �&
I-Kxl - LEGEND" A
_
DIAGRAMMATIC LAN
SYMBOL MFG. MODEL N. DESCRIPTON RAD. GPI's PSI
QTY. DETAIL SHEET
THIS SYSTEM IS DIAGRAMMATIC. MATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED
PIS
RAINBIRD 1812 -SAM -PRS -MPR -NP -8Q UA TE SPRAY HEA® 81.26 30
8 4 L
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
MATER METER 111
)
RAINBIRD 1812 -SAM -PRS -MPR -NP -8H H HALF SPRAY HEAD 81 .52 30
23 4 L
PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
GATE VALVES
RAINBIRD 1812 -SAM -PRS -MPR -NP -1 2Q QUARTER SPRAY DEAD 12' .65 30
9 4 L3
12.0
MASTER ALVE
!N IAD 1812 -SAM -PRS -MPR -NP -1 2H HALF SPRAY HEAD 12' 1.3 30
149 4 L3
SPRINKLER ADJUSTMENT U
0
RAINBIRD 5702-P -12P-COIF-2SST STRIP SPRAY HEAD 2X6' .39 34
6 4 L3
THE IRRIGATION CONT CTGR SHALL FLUSH AND ADJUST ALL SPRINKLER BEADS
ELEVATION CHANGE UP E-31)
RAINBIRD 1812 -SAM -PRS -MPR -NP -5Q -NP- QUARTER SPRAY HEAD 5f .10 30
2 4 L3
FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND
14 % RESIDUAL PRESSURE REQUIRED
RAINIAD 1812 -SAM -PRS -MPR -NP -5H HALF SPRAY HEAD 51 2.0 30
9 4 L3
ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
DESIGN PRESSURE REQUIRED
RAINBIRD 1812 -SAM -PRS -MPR -NP -8Q QUARTER SPRAY HEAD 81.26 30
22 5 L3
DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONT CT TO DISE
V
RAINBIRD1812-SAM-PRS-MPR-NP-8H HALF SPRAY HEAD 81.52 30
270 5 L3
PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN PIETY
PERCENT 50%).
FIELD CONDITIONS
O NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
(CONTRACTOR TO DECIDE IN FIELD WHICH B U BBLER TO lNST ALL)
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
CONTRACTOR MUST USE TORO 570 ADJUSTABLE ARC NOZZLES OR 570 -1
GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF T14E
NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE.
CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS
THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE
NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT
REVISIONS REQUIRED.
OCCUR.
THE CONTRACTOR IS REQUIRED TO USE 5702 -COM (CHECK-O-MATI )
SWING JOINTS
POP-UPBODY'S ON ANY HEADS ON A SYSTEM WITH 3'OR GREATER THAN
INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS,
ELEVATION CHANGE- OR AS NEEDED IN FIELD.
AS PER DETAIL.
THE 3' SPLAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN
THE FIELD. ANY HEADS THE NEED A REDUCTION OF RICHE THAN 0% OF THE
MINIMUM PRESSURE AND MAXIMUM GALLONSU
LISTED SPRAY PATTERN WILL REQUIRE TORO PGD SCREENS.
THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN.
BEFORE INSTALLING THE SYSTEM, CHECK PONT OF CONNECTION AND IMMEDIATELY
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED
'CATER METER - REFER TO CIVIL PLAN
1
GALLONS PER. MINUTE IS NOT AVAILABLE,
1" FE GO 825Y REDUCED PRESSURE BACKFLOW P E ENTER W1 " WYE -STRAINER
1 13 L3
AND A V WIL IIS 509 SERIES PRESSURE REGULATOR- SEE DETAILS
WATER LINE UNDER PAVING
ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES
NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3I4"a2")1 T-580-70-66 (2-314"41)
2 3 L3
UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" VEEP.
SUPERIOR 950 DW SERIES REMOTE CONTROL VALVE - SIZES INDICATED
20 2 L3
SYSTEMV
AUTOMATIC CONTROLLER LOCATION - SEE CONTROLLER NOTE ON PLAN.
1 1 L3
THE IRRIGATION CONTRACTOR. IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
Provide controller chartser It requirements.
�
EPS TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT T
Contractor � also Install alnguard moisture sensor @ the controller, Leat
CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGES) RESULTING IN
In a vandal resistant area free from overhead obstruction and outside of the
ADDITIONAL COST TO THE OWNER.
irrigation spray pattern.
!!
1" 1
A
\ /-3 \ A T4--\ '4 -,
M10- Of - -
3 L3
3 L3
L3
10 L3
10 L3
10 L3
.. - Ldp 9F SIGHT
AVEl"mME
CONTRACTOR= _ - + .
CONTROLLER TO BE MUST INCLUDE A RADIO CONTROL AND PHONE
MODEM. COORDINATE LOCATION WITH CITY INSPECTOR.
_ INSPECTOR PRIOR PURCHASE
SEE SITE ELECTRICAL PLANS.
4
PRESSURE LOSS CALCULATIONS
VALVE #
A!1
PIS
MATER METER 111
)
3.4
SERVICE LINE
0.02
GATE VALVES
1.2
BACKFLOW PREVENTER ENTER
12.0
MASTER ALVE
1.1
VALVE
1.0
MAINLINE (520' 211
)
2.
LATERAL LINE
4.2
ELEVATION CHANGE UP E-31)
1.29
TOTAL PRESSURE LOSS
26.3
14 % RESIDUAL PRESSURE REQUIRED
2.7
MINIMUM OPERATING PRESSURE
30
DESIGN PRESSURE REQUIRED
59.51
AVAILABLE PRESSURE (P. .G.)
114
RESIDUAL PRESSURE REMAINING
x-54.49
j f mw
X14 `0
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