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C:\USERS\SBARBER\DOCUMENTS\DESKTOP 6-12-18\PROJECTS\SBD\BOHLER - 010\PROJECTS\18-010.12 (POPEYES)\DRAWINGS\CAD\LI_11-5-19.DWG PRINTED BY: SBARBER 11.05.19 @ 2:16 PM LAST SAVED BY: SBARBER
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BEFORE YOU DIG
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SCALE:
SCOTT
BARBER
DESIGNS
P.A.
LANDSCAPE ARCHITECTURE & PLANNING
IRRIGATION
NOTES &
DETAILS
1551 WYNDCLIFF DRIVE
WELLINGTON, FL 33414
(561) 309-7263
LC-26000593
REVISIONS
REV DATE COMMENT BY
FLO R I D A
STATE
OF
LA-0001660
REGISTERED LA N D SCAPE AR
C
HI
TECTSCOTT J . BA
R
B
ERPROJECT No.:
DRAWN BY:
CHECKED BY:
DATE:
SCALE:
CAD I.D.:
PROJECT:
18-010.12
SJB
CR
11/5/19
L_11-5-19.DWG
FOR
LOCATION OF SITE
POPEYES
4946 S. 25TH ST.
FORT PIERCE, FL 34981
ST. LUCIE COUNTY
WEST MIDWAY RD
& S. 25TH. ST.
(TYPICAL)
24" MIN. TO
FINISH GRADE
36" MIN.
36" MAX.
18" MIN.
PAVING
PAVING
SLEEVES
4" MIN. CLEARANCE
DITCH
NOTES:
1. ALL PVC IRRIGATION SLEEVES TO BE SCH40 PIPE.
2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE.
4. MECHANICALLY TAMP TO 95% PROCTOR.
PVC CAP (TYPICAL)
3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER
PVC CAP
FUNNY PIPE
SWING JOINT
3" MIN.
BRICK (1 OF 4)
(LENGTH AS REQUIRED)
PVC MAINLINE PIPE
12-INCH SIZE
FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER:
REMOTE CONTROL VALVE:
PVC SCH 80 NIPPLE (CLOSE)
PVC SCH 40 ELL
30-INCH LINEAR LENGTH OF WIRE,
COILED
WATER TIGHT CONNECTION
ID TAG
HIDDEN) AND SCH 40 ELL
PVC SCH 40 MALE ADAPTER
PVC SCH 80 NIPPLE
SCH 80 NIPPLE (2-INCH LENGTH,
PVC SCH 40 TEE OR ELL
WIRING
WIRE W/O CONDUIT
PIPE
LATERAL
SECTION VIEW
PIPE
MAINLINE
PLAN VIEW
MAINLINE, LATERAL,
AND WIRING IN
THE SAME TRENCH
ALL SOLVENT WELD
PLASTIC PIPING TO
BE SNAKED IN
TRENCH AS SHOWN.
NOTES:
RUN WIRING BENEATH
AND BESIDE MAINLINE.
TAPE AND BUNDLE AT
10-FOOT INTERVALS.
DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
3.0-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
TIE A 24-INCH LOOP IN
ALL WIRING AT CHANGES
OF DIRECTION OF 30°
OR GREATER. UNTIE
AFTER ALL CONNECTIONS
HAVE BEEN MADE.
1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH40 PVC TWICE THE
FINISH GRADE/TOP OF MULCH
PLANT MATERIAL
RAIN BIRD 1800 SERIES
W/PLASTIC MPR NOZZLE
PVC LATERAL PIPE
POP-UP SPRAY SPRINKLER:
PVC SCH 40 TEE OR ELL
PVC LATERAL PIPE
DEPTH OF COVERAGE PER FLORIDA BUILDING
CODE (Appendix F)
For Non-traffic Areas
Pipe Diameter
Minimum
1 2" through 1 1 4"
1 1 2" through 2" 12" - 18" ***
2 1 2" through 3" 18" - 24"
6" and larger 24" - 36"
NTS.
REMOTE CONTROL VALVE
NTS.
PIPE & WIRE TRENCHING DETAIL
NTS.
POP-UP SPRAY / BUBBLER DETAIL
depth of Cover
For Traffic Areas
Pipe Diameter
Minimum
1 2" through 2 1 2" 18" - 24"
3 " through 5" 24" - 30"
6" and larger 30" - 36"
depth of Cover
NTS.
PIPE AND WIRE SLEEVE DETAIL
6" - 12" **
Rain Bird PEB-PRS-D (Spray Zones)
MODEL:
16.
All mainline, lateral line and control wire conduit under paving shall
be installed in separate sleeves. Sleeves shall be a minimum of twice
(2X) the diameter of the pipe to be sleeved.
17.
18.
19.
20.
21.
The irrigation contractor shall flush and adjust all sprinkler heads and
valves for optimum spray with minimal overspray onto walks, streets,
walls, etc.
Do not willingly install the sprinkler system as shown on the drawings
when it is obvious in the field that unknown obstructions, grade
differences or differences in the area dimensions exist that might not
have been considered in the engineering. such obstructions or
differences should be brought to the attention of the owner's
authorized representative. In the event this notification is not
performed, the irrigation contractor shall assume full responsibility for
any revisions necessary.
All sprinkler equipment not otherwise detailed or specified shall be
installed as per manufacturer's recommendations and specifications.
The irrigation contractor shall install check valves on all irrigation heads
as needed to prevent low head drainage where possible post valve
shut-off draining will occur.
All remote control valves, gate valves, quick couplers, control wire
and computer cable pull points shall be installed in approved
valves boxes with covers. All shall be marked indicating station
numbers.
All control wires shall be minimum #14 AWG. Run two (2) spare
control wires and identify them in the valve box.
The Contractor must comply with the current Florida Building Code.
Installer is required to conduct final testing and adjustment to achieve
design specification prior to completion of the system and acceptance
by the owner or owner's representative.
Contractor to provide owner with post construction documentation,
including as-built drawings, recommended maintenance schedules and
activities, operational schedule, design precipitation rates, system
adjusting methods for decreasing water once landscape is established,
water source and shutoff method and all operational guides for
controller.
INSTALLATION NOTES
No product substitutions or changes will be allowed without the
written approval of the Owner and Irrigation Designer.
2.
1.
3.The Contractor is responsible for all permits and fees
5.The Contractor is responsible for locating utilities prior to digging.
6.No rocks or other extraneous materials to be used in backfilling of
pipe trenches.
All pipe to be installed as per manufacturer's specifications.7.
All pipes to be thoroughly flushed before installation of heads.
8.
9.
All low voltage electrical connections made in the field to be installed
in valve boxes with waterproof connectors.
The Contractor shall be responsible for proper coverage of all
landscape areas.
10.
11.
The Contractor to supply to the Owner with operation manuals and
two (2) wrenches for adjusting each valve and head type.12.
All threaded joints to be coated with Teflon tape or liquid Teflon.
13.
14.
Over-spray onto buildings, signs or pavement is prohibited.4.
15.
CENTRIFUGAL PUMP AND WELL DETAIL
NTS.
4" THICK 53 1/2" X 53 1/2"
REINFORCED CONCRETE PAD
CENTRIFUGAL PUMP
CONTROL PANEL
ASSEMBLY (U.L. LISTED)
PRESSURE GAUGEDISCHARGE ISOLATION VALVE
IRRIGATION MAIN
GALV. STEEL DISCH. HDR.
(HIGH EFFICIENCY ODP MOTOR)
NOTE: EXPOSED SUCTION & DISCHARGE PIPES AND
CHECK VALVE SHALL BE POPPET STYLE.
MAINTAIN 42" CLEARANCE
4" WELL
PROVIDE MINIMUM OF 4" CLEARANCE
LOCKABLE HANDLE 4'L X 4'W X 4'H CLAM SHELL DESIGN
FOREST GREEN GELCOAT STIPPLED
FIBERGLASS REINFORCED ENCLOSURE
FINISH
FLOW GAUGE
IRRIGATION CONTROLLER
PRESSURE TANK
SINGLE WELL SUCTION
SAFETY FEATURES (PRESSURE DEMAND):
1. LOSS OF PRIME
(50 PSI @ 35 GPM)
ON ALL SIDES OF PUMP SYSTEM
FITTINGS SHALL BE GALVANIZED STEEL.
FRONT
FRONT
PRIOR TO DRILLING THE WELL, THE WELL CONTRACTOR
MUST DISCUSS THE ANTICIPATED DEPTH AND WATER
NOTE:
QUALITY WITH THE LANDSCAPE ARCHITECT. AN IRON
STAINING PREVENTION SYSTEM MUST BE INSTALLED.
IN ENCLOSURE (OPTIONAL)
OVER WEED FABRIC
PERMIT DRAWING