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FINISH GRADE
<br />SUMP - 1 CU. FT.
<br />REQUIRED
<br />GRAVEL SUMP.
<br />4"
<br />NUT.
<br />UNDISTURBED SOIL
<br />4"
<br />3/4" SCREENED GRAVEL
<br />6" CLASS 160 PVC - LENGTH AS
<br />CONCRETE THRUST BLOCK - REFER
<br />TO TECHNICAL SPECIFICATIONS
<br />PVC PRESSURE SUPPLY LINE
<br />CAST IRON GATE VALVE
<br />MECHANICAL OR GASKETED
<br />JOINT W/ SQUARE OPERATING
<br />10" ROUND VALVE BOX. BRAND
<br />"GV" INTO VALVE BOX LID. REFER
<br />TO TECHNICAL SPECIFICATIONS.
<br />VALVE BOX TO REST ON
<br />SCALE: N.T.S.
<br />GATE VALVE 3" AND UP
<br />SECTION
<br />PLAN
<br />SECTION
<br />PLAN
<br />SECTION
<br />PLAN
<br />SECTION
<br />PLAN
<br />SECTION
<br />PLAN SPECIFICATIONS.
<br />MANUFACTURER'S INSTALLATION
<br />WIRING AT 10' INTERVALS
<br />TAPE AND BUNDLE
<br />ALL PLASTIC PIPING TO BE
<br />SNAKED IN TRENCHES AS
<br />SHOWN.
<br />ALL MAIN SUPPLY LINES TO BE
<br />INSTALLED IN ACCORDANCE WITH
<br />CODE.
<br />ALL 120 VOLT WIRING IN
<br />CONDUIT TO BE INSTALLED
<br />IN ACCORDANCE WITH LOCAL
<br />120 VOLT IN CONDUITPLASTIC LATERAL WIRING IN CONDUIT
<br />10'
<br />WIRING
<br />24
<br />"
<br />IN MAIN LINE TRENCH)
<br />MAIN LINE
<br />(WHERE NO WIRING IS
<br />LATERALDETECTABLE TAPE
<br />12
<br />"
<br />24
<br />"
<br />12
<br />"
<br />24"
<br />AND WIRING
<br />36
<br />"
<br />12
<br />"
<br />18
<br />"
<br />8"18"
<br />MAIN SUPPLY
<br />8"12"
<br />MAIN SUPPLY, LATERAL
<br />SCALE: N.T.S.SCALE: N.T.S.
<br />TYPICAL TRENCHING DETAILS
<br />ISOMETRIC
<br />22" + POLY PIPE
<br />LINE SIZE X 1/2" TEE
<br />LATERAL LINE
<br />1''X1'' STEEL
<br />ANGLE 24'' DEPTH
<br />SEE BELOW
<br />1/2'' FEM ADAPTER
<br />( 2 PLACES )
<br />BARBED ELL
<br />1/2'' SCH. 40 RISER
<br />SEE ABOVE
<br />INSTALL HEAD TO MATCH
<br />12'' SPRAY OR ROTOR SPRINKLER
<br />PVC SCH. 40 RISER-1/2''
<br />SURROUNDING PLANT
<br />MATERIAL. SEE PLANT
<br />LIST SPECIFICATIONS.
<br />TWO STAINLESS STEEL
<br />HOSE CLAMPS
<br />PAINTED BLACK
<br />12'' MIN.
<br />MULCH
<br />SPRINKLER NOZZLE
<br />SCALE: N.T.S.SCALE: N.T.S.
<br />12" POP-UP ON RISER
<br />CURB OR CONCRETE
<br />SCH. 40 PVC SOLVENT WELD
<br />PVC LATERAL PIPING
<br />SxSxT FITTING
<br />12" SCH. 80 PVC NIPPLE
<br />X"
<br />NOZZLE 2" ABOVE FINISH GRADE
<br />BUBBLER HEAD-INSTALL TOP OF
<br />SCALE: N.T.S.SCALE: N.T.S.
<br />BUBBLER ON RISER DETAIL
<br />OFFSET AS
<br />REQUIRED
<br />THRUST
<br />BLOCK
<br />SOIL (TYPICAL)
<br />UNDISTURBED
<br />BLOCK
<br />CONC.
<br />THRUST
<br />H
<br />MA
<br />X
<br />.
<br />H/
<br />2
<br />CROSSCUT
<br />EDGE OF
<br />18"
<br />MIN.
<br />AREA
<br />(Sq. Ft.)
<br />FITTING
<br />THRUST
<br />PLAN
<br />TYPICAL SECTION
<br />THRUST BLOCKS ARE TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE AT 48 HRS. STEEL REINFORCING RODS WILL BE REQ'D IF SURROUNDING SOIL HAS A BEARING VALUE OF LESS THAN 2,000 PSF. THRUST BLOCKS REQUIRED AT ALL FITTINGS AND DIRECTION CHANGES ON MAIN LINES. NOTE THRUST BLOCK LOCATIONS ON AS-BUILT DRAWINGS.
<br />SCALE: N.T.S.SCALE: N.T.S.
<br />TYPICAL THRUST BLOCK DETAIL
<br />NOTE: Thrust block areas computed on basis of 2000 lbs.
<br />per sq. ft. soil resistance bearing.
<br />2.04
<br />1.53
<br />1501.40.5 0.251.0
<br />1501.1.2.4.8
<br />.52
<br />1.52.5
<br />90Ā
<br />(Sq. Ft.)
<br />BEND
<br />PIPE
<br />SIZE
<br />(inches)
<br />150.4.1
<br />1501.1.2
<br />.2.3
<br />.4.8
<br />DESIGN
<br />(P.S.I.)
<br />PRESSURE
<br />TEE OR
<br />(Sq. Ft.)
<br />PLUG
<br />/1
<br />411 Ā
<br />(Sq. Ft.)
<br />BEND
<br />1/222 Ā
<br />(Sq. Ft.)
<br />BEND
<br />45Ā
<br />(Sq. Ft.)
<br />BEND
<br />SCHEDULE FOR THRUST BLOCK AREAS
<br />SCALE: N.T.S.SCALE: N.T.S.
<br />SCHEDULE OF TYPICAL THRUST BLOCK AREAS
<br />Rough blocking forms shall be used along sides of thrust blocks.
<br />Install a plastic bearier (Visquine) between fittings and thrust block.
<br />All wood blocking shall be pressure treated with preservative.
<br />Thrust block bearing areas shall be poured against undisturbed material. Where trench wall has been disturbed, excavate all loose material and extend to undisturbed material.
<br />Extend thrust block for full length of fittings. Put board in front of plug before pouring
<br />concrete. Joints shall not be covered by thrust block.
<br />Thrust blocks shall be used in combination, as required, to suit the specific fitting
<br />arrangement.
<br />Alternate designed restraining systems shall be provided where standard thrust blocking is not suitable.
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />THRUST BLOCK NOTES
<br />Number each zone valve box on underside of valve box cover with a black
<br />waterproof marker for reference. Numbers shall match the zone numbers on
<br />Number each zone valve control wire at the controller with a waterproof marker
<br />Maintain the irrigation system until final acceptance of the work. Maintenance
<br />shall include work, materials and replacements necessary to insure a complete
<br />It will be the Owner's responsibility to maintain the system in working order
<br />during the guarantee period, performing necessary minor maintenance, keeping
<br />grass from obstructing the sprinkler heads and preventing vandalism and
<br />employees or work.
<br />CLEANING: The Contractor shall at all times keep the premises (grounds and
<br />pavements) free from accumulations of waste material or rubbish caused by his
<br />4.
<br />2.
<br />damage during the landscape maintenance operation.
<br />properly operating system.
<br />individual settings of control stations.
<br />FINAL ADJUSTMENT: Balance and adjust the irrigation system components for
<br />efficient, proper operation. This includes controller synchronization as well as
<br />LABELS
<br />MAINTENANCE
<br />INSTRUCTIONS
<br />B.
<br />1.
<br />1.
<br />2.
<br />A.
<br />3.
<br />G.
<br />and tags. Numbers shall match the zone numbers on the drawings
<br />the drawings.
<br />grades.
<br />MATERIALS: Materials and equipment shall be new and shall operate at the
<br />PIPE: Comply with the following unless otherwise indicated: All PVC pipe shall be
<br />160 PSI, Polyvinyl Chloride (PVC 1120) ASTM-D2241, Type 1, NSF approved.
<br />CROSSINGS: Comply with the following: All crossings under paved areas for water
<br />and conduit lines shall be Schedule 40 PVC, ASTM-D1785. All crossings located in F.D.O.T.
<br />PIPE FITTINGS: Comply with the following: For PVC plastic pipe, ASTM-D2466
<br />SPRINKLER HEADS: Sprinkler heads shall be of the type shown on the drawings.
<br />Filter screens shall be included with all spray heads.
<br />Risers and swing joints shall be as detailed on the drawings.
<br />REMOTE CONTROL VALVES: Valves shall be as specified on the drawings. Use
<br />VALVE BOXES: Valve boxes shall be Ametek VP-10 or approved equal. Install flush
<br />CONTROL WIRING: All wiring to automatic circuit valves shall be UF-14 direct
<br />burial wire of a different color than the black and white wires used on the 115 volt A.C.
<br />PVC Flex connections: Shall be Ag-Products heavy walled flexible PVC pipe or
<br />equal. Average length of each connection is referred to on the drawings. Special
<br />flex cement shall be utilized for making these connections.
<br />Risers for shrub heads shall be Schedule 40 PVC pipe
<br />SECTION 2B - IRRIGATION SYSTEM
<br />Site work (rough grading).
<br />Landscaping (see landscape specifications).
<br />Work included: This Section is part of the entire set of contract documents and shall be
<br />coordinated with the applicable provisions of the other parts.
<br />The extent of landscape irrigation system is shown on the drawings. Completion of
<br />this work shall mean full and exact compliance and conformity with the provisions
<br />expressed or implied in the drawings, schedules and specifications. Irrigation
<br />installer is not relieved of his responsibility to provide proper irrigation coverage by
<br />providing full and exact compliance with the drawings and specifications. If field
<br />conditions or other unforeseen factors warrant that design modifications are
<br />necessary, irrigation installer shall notify Landscape Architect immediately.
<br />The work under this section includes furnishing and installing materials to construct
<br />an automatic irrigation system and maintaining that system until final completion
<br />and acceptance, but not less than 30 days from date of installation, and any other
<br />work as called for on the plans and in these specifications.
<br />Electrical service to pump and controller shall be provided by others under separate
<br />contract with Owner, in compliance with N.E.C. requirements.
<br />Landscape irrigation system installation shall only be performed by a firm that is
<br />regularly engaged full time in the installation of underground landscape irrigation
<br />systems. (Crews shall be controlled and directed by a foreman who is thoroughly
<br />familiar with the type of materials being installed and the manufacturer's
<br />recommended methods of installation, and is well versed in reading blueprints.)
<br />QUALITY ASSURANCE3.
<br />A.
<br />B.
<br />C.
<br />RELATED WORK2.
<br />A.
<br />C.
<br />PART 1 - GENERAL
<br />DESCRIPTION OF WORK
<br />B.
<br />1.
<br />A.
<br />C.
<br />Teflon tape only on threaded connections.
<br />with finish grade as indicated on drawing.
<br />7.
<br />8.
<br />6.
<br />manufacturer's published capacities.
<br />socket fittings with ASTM-A2564 solvent cement.
<br />RISERS AND SWING JOINTS:
<br />A.
<br />B.
<br />5.
<br />3.
<br />4.
<br />PART 2 - PRODUCTS
<br />1.
<br />2.
<br />GENERAL: The Contractor shall be responsible for full and complete coverage of all
<br />irrigated areas and shall make any necessary adjustments at no additional cost to the
<br />power. Wiring from the controller to the valves shall be installed in same trench as the
<br />mainline where possible. All splices shall be made with Rain Bird snap-tite connectors,
<br />or approved equal. All wire shall be furnished in minimum 2,500' reels and spliced
<br />CONTROLLER: Controller shall be as specified on the drawings.
<br />WATER SOURCE: EXISTING WATER MAIN TO BE UTILIZED. SEE PLANS FOR
<br />POINT OF CONNECTION
<br />Perform all excavations as required for the installation of the work included
<br />under this section, including shoring of earth banks to prevent cave-ins.
<br />Restore all surfaces, existing underground installations, etc., damaged or cut as
<br />a result of the excavations to their original conditions.
<br />Trenches shall be made wide enough to allow a minimum of 2 inches between
<br />parallel pipe lines. The minimum vertical clearance between lines crossing at
<br />angles greater than 45 degrees is 1 inch. Trenches for pipe lines shall be made
<br />of sufficient depth to provide the minimum cover from finish grade as follows:
<br />16 in. minimum cover over main lines.
<br />16 in. minimum cover over control wires
<br />SPRINKLER HEADS: Large gear-driven rotary type shall be installed so that the
<br />top is slightly above finish grade. If finish grade has not been established, set the
<br />top four inches above grade and lower when finish grade has been achieved.
<br />Sprinklers on risers shall be set at elevations so that there is no interruption of the
<br />stream from the sprinkler nozzle caused by plant material during the first growing
<br />season (1 year from date of installation). Heads along curbs and walks shall be set
<br />flush to within 1/8 inch and two to four inches away from curb or walk. Adjust
<br />heads having an adjustment stem, for the proper radius and throw for the area
<br />CONTROL WIRES: Shall be installed in a neat and orderly fashion underneath the
<br />main and lateral pipes, if possible. Ten-inch loops shall be provided at each valve
<br />where control wires are connected. All wires passing under existing or future
<br />Where possible, install pipe adjacent to curbs or paving to minimize interference
<br />with plants and their roots. Coordinate with landscape installer regarding
<br />Keep trenches free of obstruction and debris that could tend to damage pipe and
<br />control wires. Remove excess soil from the site and leave grade as it was prior
<br />to sprinkler system installation. Piping shall be routed around shrubs, trees and
<br />Install plastic pipe as recommended by the manufacturer and provide for
<br />expansion and contraction. Cut plastic pipe square. Remove burrs at cut ends
<br />prior to installation so that a smooth unobstructed flow will be obtained.
<br />Install remote control valves at locations no closer than 12 inches to walk edges,
<br />buildings, and walls. Plastic pipe and fittings shall be solvent welded using
<br />solvents and methods as recommended by manufacturer of the pipe, except
<br />where screwed connections are required. Pipe and fittings shall be thoroughly
<br />cleaned of dirt, dust and moisture before applying solvent with a nonsynthetic
<br />bristle brush. Care should be taken not to use an excess amount of solvent,
<br />thereby causing a burr or obstruction to form on the inside of the pipe. Allow
<br />the joints to set at least 24 hours before applying pressure on PVC pipe. Do not
<br />use PVC cement which has begun to gel. Do not attempt to make pipe
<br />connections during inclement weather conditions.
<br />least twelve inches beyond edges of paving or construction.
<br />TESTING: All main lines shall be hydrostatically tested in the presence of the
<br />Owner's representative at a pressure of 40 psi for a period of time not less than four
<br />(4) hours, should any leaks be found, they shall be repaired. The line shall then be
<br />retested until satisfactory. All lateral lines downstream from the remote control
<br />valves shall be visually inspected for leaks, should any be found, they shall be
<br />repaired. The line shall then be retested until satisfactory.
<br />BACKFILL AND COMPACTING: After system is approved or sections thereof,
<br />backfill excavations and trenches with clean soil, free of rubbish. Backfill for all
<br />trenches, regardless of the type of pipe covered shall be compacted to a minimum
<br />90% of its maximum density (AASHTO T-180). Dress off all areas to finish
<br />paving, construction, etc., shall be encased in plastic pipe as specified, extending at
<br />a.
<br />to facilitate a trouble-free installation at the site.
<br />site by the Contractor.
<br />timing device (controller).
<br />Contractor's construction.
<br />graphic representation of sprinkler zones.
<br />to be covered and any special conditions involved.
<br />The contractor is responsible for his own bathroom and drinking facilities.
<br />Prior to excavation, verify in the field the location and depth of all new and existing
<br />utilities and take proper precautions not to damage or disturb such utilities.
<br />Repair to original condition, new and existing utilities and other work damaged by
<br />In the case of damages to the irrigation system caused by others, the cost of
<br /> repairing the work shall be paid by the party causing said damage.
<br />After completion of piping installation, Contractor shall furnish the Owner's
<br />representative a reproducible "as built" drawing showing all sprinkler heads,
<br />valves, and pipelines to reasonable scale, and provide a minimum of two
<br />dimensions taken from fixed obvious objects to each automatic control valve, and
<br />quick coupling valve. The Contractor shall also furnish a drawing showing a
<br />Instruction sheets and parts lists covering all operating equipment shall be bound
<br />into a folder and furnished to the Owner's representative or Landscape Architect in
<br />two (2) copies. The Owner reserves the right to withhold 10% of the contract
<br />amount until the "as built" drawings and instructions and parts lists folders are
<br />Guarantee workmanship for a period of one year after date of final acceptance. In
<br />addition, see to the fulfillment of all manufacturer's warranties.
<br />The Contractor shall provide the Owner with a written guarantee stating everything
<br />Should any objectionable materials such as old concrete, bricks or other debris
<br />be encountered during the installation operation, they shall be removed from the
<br />Crossings under paved areas as indicated, shall be installed by the Contractor.
<br />Crossings shall be installed prior to compaction of subgrade.
<br />Irrigation installation shall not begin until rough grades have been established.
<br />Contractor shall be responsible for coordinating his work with all other parties
<br />involved with the job, and shall coordinate the supply of electrical power to the
<br />Upon substantial completion of work, the Contractor shall request a
<br />walk-through by the Landscape Architect to formulate a "punch list".
<br />Contractor shall complete "punch list" items as quickly as possible, and
<br />request another walk-through to verify completion. Upon successful
<br />completion of the "punch list" items, the work will be accepted by the Owner.
<br />received.
<br />GUARANTEE
<br />A.
<br />B.
<br />8.
<br />SUBMITTALS
<br />B.
<br />7.
<br />A.
<br />B.
<br />C.
<br />A.
<br />UTILITIES6
<br />C.
<br />3.
<br />4.
<br />2.
<br />1.
<br />SCHEDULING
<br />2.
<br />B.
<br />grades.
<br />F.
<br />E.
<br />D.
<br />involved.
<br />C.
<br />b.
<br />PIPE LINE ASSEMBLY
<br />proposed plant material locations.
<br />other permanent obstacles.
<br />2.
<br />1.
<br />B.
<br />4.
<br />3.
<br />Design modifications may be made only as necessary to meet field conditions and
<br />only as acceptable to Landscape Architect. Piping shown on plans is
<br />diagrammatically routed for clarity - route to avoid conflict with specimen plants
<br />and adjust as necessary to accommodate landscape construction.
<br />Contractor shall be responsible for verification at the site of all conditions and
<br />dimensions shown on the plans prior to commencement of work.
<br />CODES AND STANDARDS: Work shall comply with the American Society for
<br />Testing and Materials (ASTM) and National Electrical Code.
<br />REQUIREMENTS OF REGULATORY AGENCIES: Work shall comply with
<br />codes, ordinances, and regulations of all governing authorities
<br />WATER TESTING: Contractor shall test the salt content (chlorides and t.d.s) of
<br />PRODUCT HANDLING: The Contractor shall protect all materials and work against
<br />injury from any cause and shall provide and maintain all necessary safeguards for the
<br />protection of the public. He shall be liable for any damage or injury to person or
<br />property which may occur as a result of his negligence in the prosecution of the work.
<br />Inspection: Contractor must examine the areas and conditions under which
<br />landscape irrigation system is to be installed and notify the Landscape Architect
<br />in writing of conditions detrimental to the proper and timely completion of the
<br />work. Do not proceed with the work until unsatisfactory conditions have been
<br />corrected. Contractor shall fully acquaint himself with related planting,
<br />electrical, paving, site and utilities work to preclude any misunderstanding and
<br />1.
<br />JOB CONDITIONS
<br />EXISTING CONDITIONS
<br />5.
<br />A.
<br />the irrigation well.
<br />F.
<br />4.
<br />E.
<br />C.
<br />D.
<br />B.
<br />EXCAVATING AND TRENCHING:
<br />2.
<br />1.
<br />A.
<br />PART 3 - EXECUTION
<br />Owner.
<br />INSTALLATION2.
<br />1.
<br />only at valve or tee locations.
<br />9.
<br />10.
<br />Rights of Ways shall be installed at a depth of no less than the ten times the diameter
<br />of the pipe size
<br />5 EARTH GROUND (Per manufacturer's recommendations)
<br />4
<br />5
<br />3
<br />2
<br />1
<br />PRIMARY AC WIRING (MUST RUN IN SEPARATE CONDUIT)4
<br />CONDUIT SWEEP(S) FOR SOLENOID WIRES3
<br />CONCRETE SLAB (2"/50MM ABOVE GRADE)2
<br />1 ACC99D-PP pedestal
<br />SCALE: N.T.S.
<br />ICORE D CONTROLLER INSTALLATION DETAIL
<br />THE CONTRACTOR IS TO SUPPLY AND
<br />INSTALL THE CONTROLLER HOUSING ON A
<br />SLAB, 36"X36"X4" ACCORDING TO
<br />MANUFACTURERS SUGGESTED
<br />ATTACHMENT.
<br />DRILL 1/2" DRAIN HOLE IN <br />
<br />ALUMNINUM POLE
<br />CONCRETE FOOTER 2000 PSI, <br />
<br />MINIMUM, TOP SHAPED TO DRAIN.
<br />1" ELECTRICAL CONDUIT FASTENED <br />
<br />SECURELY TO FOOTER.
<br />HOLES DRILLED IN POLE FOR WIRE <br />
<br />ACCESS HERE AND AT BASE FOR <br />
<br />CONDUIT
<br />RAIN SWITCH/SENSOR AS SPECIFIED, <br />
<br />MOUNTED PER MANUFACTURER'S <br />
<br />RECOMMENDATION.
<br />STANDARD ALUMINUM <br />
<br />FENCE POLE.12
<br />'
<br />36
<br />"
<br />12
<br />"
<br />WIRES TO <br />
<br />CONTROLLER
<br />18"
<br />RAIN SENSOR WIRES RUN <br />
<br />WITHIN POLE.
<br />IRRIGATION DETAIL - RAINSWITCH
<br />MOUNTING
<br />NOT TO SCALE
<br />5. PVC. MALE ADAPTER
<br />CORRECT INSTALLATION DIMENSIONS)
<br />(INSTALL LENGTH AS NECESSARY FOR
<br />(NOT SHOWN)
<br />PVC SCHEDULE 80 CLOSE NIPPLE
<br />8" DEEP.
<br />PVC SCHEDULE 80 NIPPLE.
<br />PVC SCHEDULE 80 TOE NIPPLE.
<br />HARCO D.I.P. SERVICE TEE
<br />WIRE CONNECTOR AND 30" EXPANSION LOOP
<br />KING BROS. BTU TRUE UNION SERIES PVC
<br />CHATAHOOCHEE RIVER WASHED STONE
<br />VALVES ON SAME FIELD SATELLITE.
<br />COMMON WIRE TO OTHER TO OTHER
<br />COMMON BRICK (4 MINIMUM REQUIRED).
<br />PVC PIPE TO SPRINKLERS. ANGLE PIPE TO
<br />IN 1" DIA. COIL.
<br />PVC SCH. 40 SxS 45 DEG. ELL.
<br />CONTROL/COMMON WIRES FROM
<br />FIELD SATELLITE./ OR DECODERS. USE AWG 12
<br />WIRE.
<br />BALL VALVE WITH FEMALE THREADED ENDS.
<br />SPECIFIED DEPTH WITH 45Ā ELLS.
<br />PVC SCHEDULE 80 FPT X FPT 90 DEG. ELL
<br />18.
<br />REQUIRED FOR DRIP VALVES.
<br />WITH FLOWS LESS THAN 20 GPM.
<br />PRV SHALL BE SAME SIZE AS
<br />ELECTRIC CONTROL VALVE. NOT
<br />OF ALL ELECTRIC CONTROL VALVES
<br />ELEVATION
<br />INSTALL WILKINS # 500 PRESSURE
<br />REGULATING VALVE DOWN STREAM
<br />14
<br />NOTE:
<br />ELEVATION
<br />10
<br />15
<br />18
<br />17
<br />12
<br />15
<br />*
<br />10
<br />16.
<br />15.
<br />17.
<br />13.
<br />14.
<br />12.
<br />15
<br />2"
<br />16 9
<br />6"
<br />7 8
<br />6
<br />11.
<br />10.
<br />9.
<br />8.
<br />7.
<br />6.
<br />LEGEND
<br />CHRISTY'S I.D.TAG - NUMBERED TO
<br />RECTANGULAR VALVE BOX W/
<br />PURPLE if required
<br />ELECTRIC CONTROL VALVE.
<br />FINISH GRADE.
<br />MATCH DRAWINGS.
<br />BOLT DOWN COVER.
<br />1311 1 2
<br />1.
<br />3 4
<br />4.
<br />3.
<br />2.
<br />SCALE: N.T.S.
<br />CONTROL VALVE DETAIL
<br />LOCATE IC 100 DECODER <br />
<br />IN VALVE BOX WITH VALVE. <br />
<br /> <br />
<br />ALL WIRE CONNECTIONS TO BE <br />
<br />TWISTED AT CONNECTIONS OF WIRE AND <br />
<br />INSTALLED IN WATERPROOF CONNECTORS <br />
<br />SUPPLIED WITH DECODERS
<br /> SHEET IR-5
<br />XX
<br />IRRIGATION DETAIL
<br />WITH ISOLATION VALVE
<br />SCALE: 1.5" = 1'-0"
<br />R
<br />ICV 1" GLOBE VALVE
<br />FINISH GRADE
<br />3/4" MINUS WASHED GRAVEL
<br />BRICK SUPPORTS (4)
<br />MAIN LINE PIPE & FITTINGS
<br />STANDARD VALVE BOX
<br />WATERPROOF CONNECTORS (2)
<br />18-24" COILED WIRE
<br />GATE VALVE LINE SIZED
<br />PVC SLIP UNIONS
<br />WITH FILTER SENTRY
<br />SCH 80 T.O.E. NIPPLE(5)
<br />REMOTE CONTROL VALVE MODEL
<br />ICV-101G ACCU-SYNC-XX
<br />
<br />NOTE; ACCU-SYNC-XX IS AVAILABLE IN
<br />PRESSURE REGULATION SETTINGS OF 20, 30,
<br />40, 50 AND 70 PSI.
<br />JS11-25-14 2 Revised for underground utilities
<br />and meter location
<br />Date: 8-25-14 Drawn By: JS
<br />ROAD NO.COUNTY
<br />BY DESCRIPTIONDATE BY DESCRIPTIONDATE
<br />REVISIONS
<br />FINANCIAL PROJECT ID
<br />SHEET
<br />NO.
<br />!
<br />174th Street Roadway Improvements!
<br />The City of Sunny Isles Beach, Fl.
<br />j a m e s s a n t i a g o
<br />landscape architecture and design
<br />612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304
<br />Tel. 305-791-3156 <br />
<br /> Email, Jsantiagolainc@Gmail.com
<br />JS O'Leary Comments11-11-14 1
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