1 Fleet Landing Blvd. CIV18-00002 dwgs18LEGEND
BP.O.C. "A" AND "B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI
P.O C. 'N' AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI
* PUMP "A"PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 14.0 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 44 PSI
* PUMP "B" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI
750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1.5 PSI
300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0)= 2.16 PSI LOSS
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 18.46 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 49 PSI
*** PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER
* SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION
METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS):
2" METER LOSS AT 60 GPM = 3.0 PSI LOSS
2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
1100' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 20.22 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 51 PSI
Llk RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE
WITH FLOW CONTROL
-HUNTER 1 -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND
DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C.
* WELUPUMP "A" TO BE 30 STATION CONTROLLER
* WELUPUMP "B" TO BE 24 STATION CONTROLLER
* METER "N" TO BE 12 STATION CONTROLLER
* METER "E" TO BE 12 STATION CONTROLLER
BODY TYPE
12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS
■
4" POP-UP ROTARY
4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS
12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS
4" PRESSURE REGULATING POP-UP SPRAY
- BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY
2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS
2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS
4" SCHEDULE 40 SLEEVING
*** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED
IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS
*** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK
*** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED
WITH CONTROLLER DESCRIPTION/SPECIFICATION
NOZZLE
PSI
GPM
RAD
SPAC
PRECIPITATION RATE
F
HUNTER PGP #12F
30
10.0
43'
40'
0.63 INCHES/HOUR
TO
HUNTER PGP #11TQ
30
7.6
42'
40'
0.63 INCHES/HOUR
8H
HUNTER PGP #10H
30
5.3
41'
45'
0.63 INCHES/HOUR
H
HUNTER PGP #7Q
30
2.6
41'
40
0.63 INCHES/HOUR
F
RAINBIRD
15F
30
3.7
15'
15'
1.581NCHES/HOUR
TO
RAINBIRD
1 5T
30
2.8
15'
15'
1.581NCHES/HOUR
H
RAINBIRD
15H
30
1.7
15'
15'
1.58 INCHES/HOUR
Q
RAINBIRD
15Q
30
1.0
15'
15'
1.58 INCHES/HOUR
A
RAINBIRD
15A
30
15'
15'
1.58 INCHES/HOUR
9
RAINBIRD
9SST
30
1.2
9'x18'
10'
1.4 INCHES/HOUR
S
RAINBIRD
4SST
30
1.2
4'x30'
15'
1.41NCHES/HOUR
C
RAINBIRD
4CST
30
1.2
4'x30'
15'
1.41NCHES/HOUR
E
RAINBIRD
4EST
30
0.6
4'x15'
15'
1.41NCHES/HOUR
12F
RAINBIRD
12F
30
2.6
12'
12'
1.71NCHES/HOUR
12TQ
RAINBIRD
12TQ
30
2.0
12'
12'
1.71NCHES/HOUR
12H
RAINBIRD
12H
30
1.3
12'
12'
1.7 INCHES/HOUR
12Q
RAINBIRD
120
30
0.7
12'
12'
1.7 INCHES/HOUR
12A
RAINBIRD
12A
30
-
12'
12'
1.7 INCHES/HOUR
10F
RAINBIRD
1OF
30
1.6
10'
10'
1.51NCHES/HOUR
10H
RAINBIRD
10H
30
0.8
10'
10'
1.51NCHES/HOUR
10T
RAINBIRD
10T
30
0.6
10'
10'
1.51NCHES/HOUR
10Q
RAINBIRD
10Q
30
0.4
10'
10'
1.51NCHES/HOUR
8F
RAINBIRD
8F
30
1.6
8'
8'
1.51NCHES/HOUR
8H
RAINBIRD
8H
30
0.8
8'
8'
1.51NCHES/HOUR
8Q
RAINBIRD
8Q
30
0.4
8'
8'
1.51NCHES/HOUR
F
RAINBIRD
B -5F
30
1.5
5'
S'
H
RAINBIRD
B -5H
30
1.0
5'
5'
Q
RAINBIRD
B -5Q
30
0.5
5'
5'
C
RAINBIRD
B -5C
30
0.5
51
5'
4
RAINBIRD
81408
30
2.0
3
RAINBIRD
81404
30
1.0
2
RAINBIRD
B1402
30
0.5
-
RAINBIRD
81401
30
0.25
-
***ANY HEADS BID AS "OR EQUAL" MUST
SUBMIT WRITTEN, DOCUMENTED
PROOF OF
A MINIMUM UNIFORMITY COEFFICIENT OF 85%
AND A MINIMUM SCHEDULING
COEFFICIENT OF 1.5
BODY TYPE
12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS
■
4" POP-UP ROTARY
4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS
12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS
4" PRESSURE REGULATING POP-UP SPRAY
- BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY
2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS
2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS
4" SCHEDULE 40 SLEEVING
*** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED
IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS
*** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK
*** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED
WITH CONTROLLER DESCRIPTION/SPECIFICATION
ST 0
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY
OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED
IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
B.BURKE & ASSOCIATES INC.
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 1 2017
REVISIONS
SCALE: 1"=30'
PROJECT NO: 13-295.03
IR - 4
PERMIT SET
SHEET NO: 18 of 21
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THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY
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IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
B.BURKE & ASSOCIATES INC.
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 1 2017
REVISIONS
SCALE: 1"=30'
PROJECT NO: 13-295.03
IR - 4
PERMIT SET
SHEET NO: 18 of 21
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WETLANDS
FOR CITY OF JACKSONVILLE
AND ATLANTIC BEACH REVIEW,
SEE SHEETS IR -2, IR -3, IR -4 and IR -5
FOR DETAILS
Call Before You Dig
Nw
STR 30
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY
OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED
N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
B.BURKE & ASSOCIATES INC.
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
SCALE: 1"=30'
PROJECT N0: 13-295.03
IR - 4
PERMIT SET
SHEET NO: 19 of 21
6„
Nw
STR 30
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY
OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED
N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
B.BURKE & ASSOCIATES INC.
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
SCALE: 1"=30'
PROJECT N0: 13-295.03
IR - 4
PERMIT SET
SHEET NO: 19 of 21
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STR 30
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY
OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED
N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF
B.BURKE & ASSOCIATES INC.
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
SCALE: 1"=30'
PROJECT N0: 13-295.03
IR - 4
PERMIT SET
SHEET NO: 19 of 21
LEGEND
BP.O.C. "A" AND "B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI
P.O.C. "N" AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI
* PUMP "A" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
, 1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = ?LA PSI
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 14.0 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 44 PSI
* PUMP "B" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI
750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1-5 PSI
30Y OF 21/2' MAINLINE AT 60 GPM = (0 72)(3.0) = 2.16 PSI LOSS
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 18.46 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT= 60 GPM AT 49 PSI I
*"* PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER
SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION
* METER "E' PRESSURE LOSSES (WORST CASE OF BOTH METERS):
2" METER LOSS AT 60 GPM = 3.0 PSI LOSS
2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
1 100'OF 2 1/2" MAINLINE AT 60 GPM = (C.72)(11) = 7.92 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 20.22 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 51 PSI
i
RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE
WITH FLOW CONTROL
-HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND
DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C.
* WELUPUMP "A" TO BE 30 STATION CONTROLLER
* WELUPUMP "B' TO BE 24 STATION CONTROLLER
* METER "N" TO BE 12 STATION CONTROLLER
* METER "E' TO BE 12 STATION CONTROLLER
NOZZLE PSI GPM RAD SPAC PRECIPITATION RATE
F HUNTER PGP #12F 30 10.0 43' 40' 0.63 INCHES/HOUR
TQ HUNTER PGP #11TQ 30 7.6 42' 40' 0.63 INCHES/HOUR
8H HUNTER PGP #1 OH 30 5.3 41' 45' 0.63 INCHES/HOUR
H HUNTER PGP #70 30 2.6 41' 40 0.63 INCHES/HOUR
F RAINBIRD 15F 30 3.7 15' 15' 1.58 INCHES/HOUR
TQ RAINBIRD 15TQ 30 2.8 15' 15' 1.581NCHES/HOUR
H RAINBIRD 15H 30 1.7 15' 15' 1.681NCHES/HOUR
Q RAINBIRD 15Q 30 1.0 15' 15' 1.581NCHES/HOUR
A RAINBIRD 15A 30 15' 15' 1.58 INCHES/HOUR
9 RAINBIRD 9SST 30 1.2 9'x18' 10' 1.41NCHES/HOUR
S RAINBIRD 4SST 30 1.2 4'x30' 15' 1.41NCHES/HOUR
C RAINBIRD 4CST 30 1.2 4'x30' 15' 1.41NCHES/HOUR
E RAINBIRD 4EST 30 0.6 4'x15' 15' 1.41NCHES/HOUR
12F RAINBIRD 12F 30 2.6 12' 12' 1.7 INCHES/HOUR
12TQ RAINBIRD 12TO 30 2.0 12' 12' 1.71NCHES/HOUR
12H RAINBIRD 12H 30 1.3 12' 12' 1.71NCHES/HOUR
12Q RAINBIRD 12Q 30 0.7 12' 12' 1.71NCHES/HOUR
12A RAINBIRD 12A 30 - 12' 12' 1.71NCHES/HOUR
1OF RAINBIRD 1OF 30 1.6 10' 10' 1.5INCHES/HOUR
10H RAINBIRD 10H 30 0.8 10' 10' 1.51NCHES/HOUR
10T RAINBIRD 10T 30 0.6 10' 10' 1.51NCHES/HOUR
10Q RAINBIRD 10Q 30 0.4 10' 10' 1.5 INCHES/HOUR
8F RAINBIRD 8F 30 1.6 8' 8' 1.51NCHES/HOUR
8H RAINBIRD 8H 30 0.8 8' 8' 1.51NCHES/HOUR
80 RAINBIRD 8Q 30 0.4 8' 8' 1.5 INCHES/HOUR
F RAINBIRD B -5F 30 1.5 5' 5'
H RAINBIRD B-511 30 1.0 5' 5'
'
Q RAINBIRD B -5Q 30 0.5 5 5'
C RAINBIRD B -5C 30 0.5 5' 5'
4 RAINBIRD B1408 30 2.0 -
3 RAINBIRD B1404 30 1.0
2 RAINBIRD 81402 30 0.5 -
RAINBIRD B1401 30 0.25 -
***ANY HEADS BID AS "OR EQUAL" MUST SUBMIT WRITTEN, DOCUMENTED
PROOF OF A MINIMUM UNIFORMITY COEFFICIENT OF 85
AND A MINIMUM SCHEDULING COEFFICIENT OF 1.5
BODY TYPE
12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS
. 4" POP-UP ROTARY
`
is 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS
12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS
4" PRESSURE REGULATING POP-UP SPRAY
- BUBBLER MOUNTED ON 4" PRESSURE REGULATING POP-UP BODY
2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS
2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS
= 4" SCHEDULE 40 SLEEVING
*** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED
IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS
*** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK
t** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED
WITH CONTROLLER DESCRIPTION/SPECIFICATION
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1114 1OF ,- PARKING LOT ,
12
I
FOR CITY OF JACKSONVILL
AND ATLANTIC BEACH R ,
SEE SHEETS IR -2, IR -3, nd IR -5
FOR DETAILS
Call Before You
1
DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: October 9 , 2017
REVISIONS
SCALE: 1 =30'
PROJECT NO: 13-295.03
IR - 5
PERMIT SET
SHEET NO: 20 of 21
LEGEND
BP.O.C. "A" AND "B" IS WELL AND PUMP PRODUCING 60 GPM AT 55 PSI
P.O.C. "N" AND "E" IS TEMPORARY METER PRODUCING 75 GPM AT 55 PSI
* PUMP "A" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
1700' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 3.4 PSI
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSS LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 14.0 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 44 PSI
* PUMP "B" PRESSURE LOSSES:
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
2100' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(17) = 4.2 PSI
750' OF 2 1/2" LOOPLINE AT 30 GPM = (0.20)(7.5) = 1.5 PSI
300' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(3.0) = 2.16 PSI LOSS
250' OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(2.5) = 1.8 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 18.46 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT= 60 GPM AT 49 PSI
*** PUMPING STATION MUST BE PREFABRICATED IN FACTORY OF ITS MANUFACTURER
* SHOP DRAWINGS MUST BE PROVIDED BY MANUFACTURER AND APPROVED BEFORE INSTALLATION
* METER "E" PRESSURE LOSSES (WORST CASE OF BOTH METERS):
2" METER LOSS AT 60 GPM = 3.0 PSI LOSS
2" GATE VALVE AT 60 GPM = 0.5 PSI LOSS
2" DOUBLE CHECK VALVE BACKFLOW PREVENTER AT 60 GPM = 4.0 PSI
11 00'OF 2 1/2" MAINLINE AT 60 GPM = (0.72)(11) = 7.92 PSI LOSS
2" ELECTRIC VALVE AT 60 GPM = 1.8 PSI LOSS
LATERAL PIPE AND FITTINGS = 3.0 PSI LOSS
TOTAL LOSS = 20.22 PSI
DESIGN PRESSURE AT BASE OF DISTAL SPRINKLER = 30 PSI
SYSTEM REQUIREMENT = 60 GPM AT 51 PSI
RAINBIRD PEB-200-S 2" 200 PSI SELF SCRUBBING ELECTRIC VALVE
WITH FLOW CONTROL
0 HUNTER I -CORE -PL OUTDOOR CONTROLLER ON PEDASTAL WITH ICR KIT AND
DYNAMAX GP -1 DATA LOGGER WITH SM -150 MOISTURE SENSOR AT EACH P.O.C.
* WELL/PUMP "A" TO BE 30 STATION CONTROLLER
* WELL/PUMP "B" TO BE 24 STATION CONTROLLER
* METER "N" TO BE 12 STATION CONTROLLER
* METER "E" TO BE 12 STAT ION CONTROLLER
F
TQ
H
F
TQ
H
Q
9
S
C
E
12F
12TQ
12H
12Q
12A
10F
10H
10T
10Q
8F
8H
8Q
F
H
Q
4
3
2
NOZZLE
TIMING
PSI
GPM
RAD
SPAC
PRECIPITATION RATE
HUNTER PGP #12F
30
10.0
43'
40'
0.63 INCHES/HOUR
HUNTER PGP #11TQ
30
7.6
42'
40'
0.63 INCHES/HOUR
HUNTER PGP #10H
30
5.3
41'
45'
0.63 INCHES/HOUR
HUNTER PGP #7Q
30
2.6
41'
40
0.63 INCHES/HOUR
RAINBIRD
15F
30
3.7
15'
15'
1.58 INCHES/HOUR
RAINBIRD
15TQ
30
2.8
15'
15'
1.581NCHES/HOUR
RAINBIRD
15H
30
1.7
15'
15'
1.581NCHES/HOUR
RAINBIRD
15Q
30
1.0
15'
15'
1.581NCHES/HOUR
RAINBIRD
15A
30
--
15'
15'
1.581NCHES/HOUR
RAINBIRD
9SST
30
1.2
9'x18'
10'
1.41NCHES/HOUR
RAINBIRD
4SST
30
1.2
4'x30'
15'
1.41NCHES/HOUR
RAINBIRD
4CST
30
1.2
4'x30'
15'
1.4 INCHES/HOUR
RAINBIRD
4EST
30
0.6
4'x15'
15'
1.41NCHES/HOUR
RAINBIRD
12F
30
2.6
12'
12'
1.71NCHES/HOUR
RAINBIRD
12TQ
30
2.0
12'
12'
1.71NCHES/HOUR
RAINBIRD
12H
30
1.3
12'
12'
1.71NCHES/HOUR
RAINBIRD
12Q
30
0.7
12'
12'
1.71NCHES/HOUR
RAINBIRD
12A
30
--
12'
12'
1.71NC;HES/HOUR
RAINBIRD
10F
30
1.6
10'
10'
1.51NCHES/HOUR
RAINBIRD
10H
30
0.8
10'
10'
1.51NCHES/HOUR
RAINBIRD
10T
30
0.6
10'
10'
1.51NCHES/HOUR
RAINBIRD
10Q
30
0.4
10'
10'
1.5 INCHES/HOUR
RAINBIRD
8F
30
1.6
8'
8'
1.51NCHES/HOUR
RAINBIRD
8H
30
0.8
8'
8'
1.51NCHES/HOUR
RAINBIRD
8Q
30
0.4
8'
8'
1.51NCHES/HOUR
RAINBIRD
B -5F
30
1.5
5'
5'
--
RAINBIRD
B -5H
30
1.0
5'
5'
--
RAINBIRD
B -5Q
30
0.5
5'
5'
--
RAINBIRD
B -5C
30
0.5
5'
J'
--
RAINBIRD
B1408
30
2.0
--
--
--
RAINBIRD
B1404
30
1.0
--
--
--
RAINBIRD
B1402
30
0.5
--
--
--
RAINBIRD
B1401
30
0.25
--
--
--
***ANY HEADS BID AS "OR
EQUAL" MUST
SUBMIT WRITTEN, DOCUMENTED
PROOF OF
A MINIMUM UNIFORMITY COEFFICIENT
OF 85%
AND A MINIMUM SCHEDULING COEFFICIENT OF
1.5
BODY TYPE
12" POP-UP ROTARY IN PLACE OF 4" POP-UP IN GROUND COVER AREAS
■ 4" POP-UP ROTARY
- 4" POP-UP ROTARY IN TEMPORARY IRRIGATION AREAS
12" POP-UP SPRAY IN PLACE OF 4" POP UP IN GROUND COVER AREAS
4" PRESSURE REGULATING) POP-UP SPRAY
- BUBBLER MOUNTED ON 4" PRESSURE REGULATING PO? -UP BODY
m m m 2 1/2" PR -160 PVC MAINLINE, INSTALLED IN SOIL AREAS
m m 2 1/2" PR -160 PVC LOOPLINE, INSTALLED IN SOIL AREAS
_ _ = 4" SCHEDULE 40 SLEEVING
*** 2" ELECTRIC VALVES WITH "MS" INDICATED MUST HAVE MOISTURE SENSOR INSTALLED
IN EACH VALVE BOX TO COMPLY WITH ATLANTIC BEACH CODE REQUIREMENTS
*** MOISTURE SENSOR INSTALLED IN VALVE BOXES ONLY MAY BE HUNTER SOIL CLICK
*** FOUR MOISTURE SENSORS FOR EACH P.O.C. MUST BE DYNAMAX UNITS DESCRIBED
WITH CONTROLLER DESCRIPTION/SPECIFICATION
WATERINCNI SCHEDULE
CONTROLLER "A" (FOR WELL "A")
ZONE GPM PRECIP, RATE TIMING MIN. WATER @ 75% EFFICIENCY
Al 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
A2 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
A3 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
A4 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
A5 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
A6 58 1.5 INCHES/HR 26 MIN 0.74 INCHES
A7 59 1.5 INChiES/HR 26 MIN 0.74 INCHES
A8 56 1.5 INCHES/HR 26 MIN 0.74 INCHES
A9 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
A10 56 1.5 INCHES/HR 26 MIN 0.74 INCHES
All 57 1.5 INCHES/HR 26 MIN 0.74 INCHES
Al2 58 1.5 INCHES/HR 26 MIN 0.74 INCHES
A13 56 1.5 INCHES/HR 26 MIN 0.74 INCHES
A14 58 1.5 INCHES/HR 26 MIN 0.74 INCHES
A15 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
A16 58 1.5 INCHES/HR 26 MIN 0.74 INCHES
A17 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
A18 55 1.5 INCHES/HR 26 MIN 0.74 INCHES
A19 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
A20 50 0.63 INCHES/HR 60 MIN 0.63 INCHES
A21 54 0.63 INCHES/HR 60 MIN 0.63 INCHES
A22 57 0.63 INCHES/HR 60 MIN 0.63 INCHES
A23-Prog B57 0.63 INCHES/HR 60 MIN 0.63 INCHES
A24-Prog B46 0.63 INCHES/HR 60 MIN 0.63 INCHES
A25-Prog B46 0.63 INCHES/HR 60 MIN 0.63 INCHES
A26-Prog B49 0.63 INCHES/HR 60 MIN 0.63 INCHES
A27 -- -- -- --
A28 -- -- -- --
A29 -- -- -- --
A30 -- -- -- --
TOTAL WATERING TIME: 914 MINUTES = 15 HOURS 14 MINUTES
UNDER NO RAIN CONDITIONS, WATER:
EASTERN STANDARD TIME = TUESDAYS
DAYLIGHT SAVINGS TIME -'TUESDAYS AND THURSDAYS
PROGRAM A WATERS 10 PM - 9:14 AM
PROGRAM B WATERS 5 PM - 9 PM
* NOTE THAT SPRAY ZONES WATER 10 PM TO 6:14 AM
CONTROLLER "N" (FOR TEMPORARY 2" METER IN NORTH)
ZONE GPM PRECIP, RATE TIMING MIN. WATER @ 75% EFFICIENCY
N1 60 0.63 INCHES/HR 60 MIN 0.63 INCHES
N2 60 0.63 INCHES/HR 60 MIN 0.63 INCHES
N3 60 0.63 INCHES/HR 60 MIN 0.63 INCHES
N4 60 0.63 INCHES/HR 60 MIN 0.63 INCHES
N5 57 0.63 INCHES/HR 60 MIN 0.63 INCHES
N6 60 0.63 INCHES/HR 60 MIN 0.63 INCHES
N7 57 0.63 INCHES/HR 60 MIN 0.63 INCHES
N8-- -- -- --
N9 -- - -- N10 -- -- -- --
N l l -- -- -- N12 -- -- -- --
TOTAL WATERING TIME: 7 HOURS
UNDER NO RAIN CONDITIONS, WATER:
EASTERN STANDARD TIME = TUESDAYS
DAYLIGHT SAVINGS TIME -TUESDAYS AND THURSDAYS
PROGRAM A WATERS 11 PAIL - 6 AM
CONTROLLER "B" (FOR WELL "B")
ZONE GPM PRECIP. RATE TIMING MIN. WATER @ 75% EFFICIENCY
B1 54 1.5 INCHES/HR 26 MIN 0.74 INCHES
B2 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
B3 52 1.5 INCHES/HR 26 MIN 0.74 INCHES
B4 57 1.5 INCHES/HR 26 MIN 0.74 INCHES
B5 57 1.5 INCHES/HR 26 MIN 0.74 INCHES
B6 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
B7 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
B8 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
B9 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
B10 50 1.5 INCHES/HR 26 MIN 0.74 INCHES
Bl l 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
B12 59 1.5 INCHES/HR 26 MIN 0.74 INCHES
B13 58 1.5 INCHES/HR 26 MIN 0.74 INCHES
B14 55 1.5 INCHES/HR 26 MIN 0.74 INCHES
B15 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
B16 60 1.5 INCHES/HR 26 MIN 0.74 INCHES
B17 57 1.5 INCHES/HR 26 MIN 0.74 INCHES
B18 55 1.5 INCHES/HR 26 MIN 0.74 INCHES
B19 54 1.5 INCI• ES/HR 26 MIN 0.74 INCHES
B20 60 1.5 INCHESiHR 26 MIN 0.63 INCHES
B21 60 1.5 INCHES/HR 26 MIN 0.63 INCHES
B22 58 1.5 INCHES/HR 26 MIN 0.63 INCHES
B23 33 0.63 INCHES/HR 60 MIN 0.63 INCHES
B24 44 0.63 INCHES/HR 60 MIN 0.63 INCHES
TOTAL WATERING TIME.: 692 MINUTES = 11 HOURS 32 MINUTES
UNDER NO RAIN CONDITIONS, WATER:
EASTERN STANDARD TIME = TUESDAYS
DAYLIGHT SAVINGS TIME -TUESDAYS AND THURSDAYS
WATER 10 PM - 9:32 AM
* NOTE: AREAS NEAR WALKS AND PARKING WATER 10 PM - 7:32 AM
CONTROLLER
wVUffill
POP-UP ROTOR
12" POP-UP SPRAY
DOUBLE CHECK
VALVE B.P. U
ELECTRIC VALVE
12" POP-UP ROTOR
4" POP-UP SPRAY
CONTROLLER "E" (FOR TEMPORARY 2" METER TO EAST)
ZONE GPM PRECIP. RATE
TIMING
MIN. WATER @ 75% EFFICIENCY
E1 60 0.63 INCHES/HR
60 MIN
0.63 INCHES
E2 60 0.613 INCHES/HR
60 MIN
0.63 INCHES
E3 60 0.63 INCHES/HR
60 MIN
0.63 INCHES
E4 60 0.63 INCHES/HR
60 MIN
0.63 INCHES
E5 57 0.63 INCHES/HR
60 MIN
0.63 INCHES
E6 60 0.63 INCHES/HR
60 MIN
0.63 INCHES
E7 57 0.63 INCHES/HR
60 MIN
0.63 INCHES
E8 60 0.63 INCHES/HR
60 MIN
0.63 INCHES
mo
E10 -- --
--
--
E l l -- --
--
da
E12 -- --
--
--
TOTAL WATERING TIME: 8 HOURS
ILr
UNDER NO RAIN CONDITIONS, WATER:
EASTERN STANDARD TIME = TUESDAYS
DAYLIGHT SAVINGS TIME - TUESDAYS AND THURSDAYS
PROGRAM A WATERS 11 PM - 7 AM
IRRIGATION COVERAGE = 100%
IRRIGATION UNIFORMITY APPROXIMATELY 75%
THIS IRRIGATION PLAN HAS BEEN DESIGNED BY A CERTIFIED IRRIGATION
DESIGNER, AND COMPLIES WITH THE STANDARDS AND SPECIFICATIONS OF
THE IRRIGATION ASSOCIATION AND THE FLORIDA IRRIGATION SOCIETY
THE DESIGNER IS NOT RESPONSIBLE FOR ANY LANDSCAPE MATERIAL LOST:
WHEN LESS THAN 1 1/2 INCHES PER WEEK ARE APPLIED DURING MAY THRU AUG
WHEN LESS THAN 1 INCH PER WEEK IS APPLIED IN MAR, APR, SEP, AND OCT
WHEN LESS THAN 1/2 INCH PER WEEK IS APPLIED DURING NOV THROUGH FEB
DYNAMAX IL200-MC MOISTURE CLICK
WITH SM200 MOISTURE SENSOR
Bo0 0 a 'Pop"v
/.' FF�I'I
TRENCHING
SLEEVING
THRUST BLOCK
THRUST BLOCK SIZE
IN CU -FT OF FACE
TEE=(55)(6.65)/2000=0.18=1 /4
90-ELL=(55)(9.40)/2000=0.26=1 /4
45-ELL=(55)(5.1)/2000=0.14=1/6
FOR CITY OF JACKSONVILLE
AND ATLANTIC BEACH REVIEW,
SEE SHEETS IR -2, IR -3, IR -4 and IR -5
FOR DETAILS
Call Before You Dig
T
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DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: Oct. 9, 2017
REVISIONS
SCALE: No Scale
PROJECT NO: 13-295.03
IR - 6
PERMIT SET
SHEET NO: 21 of 21
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DRAWN BY: CN
CHECKED BY: BB
PLOT DATE: Oct. 9, 2017
REVISIONS
SCALE: No Scale
PROJECT NO: 13-295.03
IR - 6
PERMIT SET
SHEET NO: 21 of 21