14-347-001H A
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5-W. 74th STREET
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SITE IRRIGATION PLAN
04-W-U scw agar Speci*
1cati*ons
IRRIGATION SPECIFICATION SYSTEM DESCRIPTION: SLEEVES:
This project consists of two automatic irrigation systems. Ground level is a standard system All pipe under paving (walks and drives etc.) shall be sleeved with Sch.40 PVC pipe. Sleeves
GENERAL NOTES: using a 2" City Meter. The pool deck irrigation has planters on top of deck. water supply is by shall extend beyond the edge of pavement and shall be marked. The water line shall be installed
Irrigation plans are schematic in nature. All valves and pipes shall be located in landscape in sleeve prior to installation of the sleeve. Cap ends of water line during construction to
verticle penetrations into these planters. Valves, laterals, and main line, are to be susppended
areas, except at road/paving crossings. Some sprinkler mains and control valves are shown in below the pool deck in the pool mechlanical space. See mechanical drawings for connection prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches.
paved areas for clarity. They shall be installed at the edges of landscape spaces. ALL PIPE point and electrical supply.
UNDER PAVING SHALL BE SLEEVED. All material shall be new. It is the contractors
responsibility to supply all material, equipment and labor to install a complete, operational, THRUST BLOCKS:
system as shown on this plan. Permits and code compliance is the responsibility of the " SYSTEM PIPE: Thrust blocks shall be required on all bell and o-ring main at dead ends and whenever the line
contractor. If there are changes in the site plan, it is the contractors responsibility to notify the All pipe shall be ' Class 200 PVC or heavier. System Main shall be Sch.40 PVC pipe. All fittings changes direction. Concrete having a compressive strength of 2000 PSI or higher shall be used.
architect so that the irrigation system can be properly modified to accommodate the site shall be solvent weld Sch.40 fittings unless otherwise indicated in these specifications. Main Thrust blocks to be formned against solid, un- excavated earth that has been undamaged
modification. It is the contractors responsibility to see that the system is finally adjusted to have shall be pressure tested with all valves in place and prior to backfilling. Test shall be 100 PSI (undisturbed) by mechanical equipment. Wrap fittings with visqueen prior to pouring thrust
full coverage with no overspray onto pavement, and that all heads are set to proper height and for one hour. Loss of 10 PSI within the hour shall constitute failure. Solvent weld fittings and block. The space between the pipe and trench wall shall be. filled to the height of the outside
vertical with the final grade. Turn pressure or flow regulation, on valves, down to lowest pipe ends shall be cleaned with an all purpose PVC pipe cleaner prior to applying glue. Main diameter of the pipe.
possible operational setting to prevent misting of spray heads. Any conditions not shown in the shall have a minimum '24" of cover. All other pipe, laterals, etc. shall have a minimum 12" of
drawings, shall be provided by the contractor as shop drawings, prior to installation. Shop cover. Backfill shall be free of debris and sharp objects. No rock larger than 3/4" shall be in CONTROLLERS:
drawings shall be submitted for approval to the Owners representative. Any changes shall be contact with PVC pipe anywhere. All pipe above ground shall be galvanized, copper, bronze or Two Rainbird ESP 6LX Plus's. One on N side of building at ground level. One to operate the
submitted in writing and approval shall be in writing prior to installation. As -built drawings ductile iron, and shall be painted with a flat black epoxy water proof paint. Use purple pipe, pool deck. Location in pool equip. area. Verify with project manager. Grounding shall be equal
prepared by the contractor shall be turned over to the Owner prior to final acceptance. GPS and/or other appropriate markings, on systems anticipating using reclaimed water. Submit for to - or better than the manufacturer's recommendation. It shall also comply with the National
coordinates for all valves and changes of direction on the main line shall be part of the As -built approval. (This option requires approval of the Owner, prior to installation.) Electrical Code. Controller at ground level shall be grounded with a UL approved ground rod.
drawings. Submittals for all irrigation equipment being used on this project shall be submitted
by the contractor. Approval of the equipment in these submittals, in writing, shall be required 1. Assembly for Solvent Weld PVC pipe. RAIN SHUT OFF DEVICE:
prior to equipment being brought to this job site. a. Cut square with PVC cutter, and debur the cut prior to assembly. Install a rain shut off device out of the range of the sprinklers as per State DER requirements.
b. Clean PVC pipe with PVC cleaner prior to assembly.
SITE CONDITIONS: c. Use gray, heavy bodied, slow drying, high strength glue. Submit manufacturers equipment sheet prior to installation of any such device.
Care must be taken not to damage any underground utilities or existing irrigation systems. d. Keep out of service for the length of time as specified by the Manufacturer of the ELECTRIC CONTROL VALVES:
Repair of damages will be the responsibility of the irrigation contractor. See owners PVC glue.
representative for details. Safety on the job is the responsibility of the irrigation contractor. It is Rainbird PGA 24V electric control valves. All valves shall be housed in 16 "x 12" rectangular
the responsibility of the irrigation contractor to see that surface drainage is NOT modified by Pipe under decks shall be Sch.40 PVC. Method of hanging below pool deck shall be submitted Carson h valve boxes or larger, and installed as perdetails. Control Valve shall be rated at
or i
his work. All rock that is brought to the surface by the trenching operation is to be removed to the structural engineer for approval prior to making irrigation submittals. No metal shall be 200 PSI or higher. Use bottom inlet whenever possible.
from the site by the irrigation contractor. Irrigation in undisturbed landscape areas shall be in direct contact with PVC pipe. Control valves below pool deck shall be suspended from ceiling with the irrigation pipe and
repaired and restored to working condition.
conduit.
IRRIGATION SCHEDULE
5YMBOL MAN UFACTURER/MODEUDE5CRIPTION QTY ^R
0 0 0 a Rain Bird 1806 5 Series Opp, 13 .
Q T H F Turf 5pray 12" popup.
60460 Rain Bird 1806 8 Series MPR 0
Q T H F Turf 5pray 12" popup.
0 - 0 ( Rain Bird 1806 10 5erie5 MPR 10
Q T H F Turf 5pray 12" popup.
0 Rain Bird 1800- 130OAF Flood 13 PA%=IEI
Flood Bubbler on fixed riser, with a PA -80 adapter.
5YMB0L MAN UFACTUR.ER/MODEUDE5CRIPTION QTY
Rain Bird PEB . 2
Electric Remote Control Valve
Irrigation Lateral Line: PVC 5chedule 40 550 I.f.
— — — — — — Irrigation Mainline: PVC Schedule 40 250 I.f.
Pipe 5leeve: PVC 5chedule 40 170 I.f.
Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall
allow for irrigation piping and their related couplings to easily
Slide through sleeving material. Extend sleeves 18 inches
_ - -beyond edges of pavincg or construction.
THE ABOVE CHART 15 A COURTE5Y CONTRACTOR TO RE -CHECK QUANTITIES,
AND 15 ALLOWED TO MAKE THE NECESSARY CHANGES TO MAKE 5URE 5Y5TEM
15 OPERABLE. THAT INCLUDES PUMP 51ZE AND NUMBER OF HEAD5. ALWAYS
MAINTAINING THE 100 % I RRGATI ON COVERAGE.
NOTE:
Irrigation system is schematic in nature
contractor can make modifications based
on actual site conditions.
CONTROL WIRE:
Control wire shall be UL approved, solid core, PE or PVC covered irrigation control wire.
SIZE: Use a minimum of, 14 gage control and 12 gage bond wire. All splices and connections
shall be made at pull boxes or valve boxes. [No field splices] All splices shall be made with 3m
brand DBY Direct Burial Splice Kit or the 2 pack epoxy splice kit. All wire to be encased in
UL approved PVC conduit. Allwire to be brought back to controller. Wire pull boxes shall be
10" round Ametek or other approved boxes. Wire which is not rated for direct burial shall be
installed in water right conduit with water tight junction boxes.
WATER SOURCE:
2" City Water meter and 2" back flow device. Contractor is responsible
to verify and meet code requirements.
See mechanical drawings for pool deck connection point.
SPRINKLERS:
All sprinklers shall be the type referred to in the Sprinkler Key and shall be attached to the
lateral with either flexible line (swing pipe) or a PVC swing joint such as those manufactured
by Lasco, Rainbird or Dura Industries, specifically for irrigation use, being constructed with
components utilizing Acme threads and o-ring seals. Pressure rating shall be 200 PSI, or
greater, as stated by the manufacturer. Sprinklers using more than 4 GPM shall be connected
utilizing PVC swing joints. Sprinklers shall be set flush with final grade and absolutely
vertical. Use Stainless Steel risers on all rotor heads.
1. Spray heads shall be Rainbird 1806, 6" pop up heads with series 10 nozzles, unless
....otherwise specified in these drawings.
MAINTENANCE:
It is the contractors responsibility to maintain the system, repairing leaks, repairing broken
heads, adjusting sprinkler heads, flushing system, etc. until final acceptance by the Owner.
Contractor shall instruct Owners maintenance personnel as to maintenance requirements for
this irrigation system.
AS -BUILT DRAWINGS:
Contractor shall provide "as- built" drawings showing all changes. All valves and changes of
direction on the main line shall have GPS coordinates noted on the as-built drawings.
Controller program shall be part of this submission.
GUARANTEE:
The entire system shall be guaranteed for a period of one year from the time of final
acceptance. All manufacturers written warrantes and guarantees, as well as "as- built" drawings,
maintenance and operational information, shall be turned over to the Owner prior to, and is a
condition of final acceptance. Guarantee period shall not commence until all of the documents
have been turned over to the Owners representative.
■llL9
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e
Know what's b @IOW
Call before you dig
ITS THE LAW!
Consultants
SOTOLONGO -SA MAN- HENDERSON
ARCHn7 T1MF, PLANNING
10M Nw 27th STREET
DORM, FL 33172
NORTH
SCALE:
As SHOMW
PROJECT NUMBER
23 -2013
DAM-
03-15-20