HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (40)31700 GRAPE STREET 2077 9/30
WAL -MART
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April 8. 1993 April 6, 1993
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2. Impact Rotor Pop -Up Sprinklers:
a Provide Rain Bird Series 15103 (or Toro equivalent) Impact Rotor Pop-Up Sprinklers.
b . The full or part circle pop-up rotor srinkler shall be a single nozzle impact drive type.
a Part circle sprinkler shall have an Infinitely adjustable arc of coverage from 20 degrees to
340 degrees.
d. Sprinkler case and internal assembly made of durable plastic.
e. The rotation of the sprinkler is accomplished by a horizontal oscillating precision jet arm,
actuated by outlet water stream.
f. Sprinkler with adjustable diffuser pin for distance and distribution control.
g. Sprinkler with strong stainless steel retract spring for. positive pop-down.
I. Quick Coupling Equipment:
1. Valves: One piece body constricted from heavy duty cast bronze with a 3/4" FIP riser
connection.
2. Quick Couplers: Single lug coupler of heavy cast bronze and detachable handle.
3. Swivel Hose El 1: Heavy cast bronze, connected to quick couplers for hose connection.
Hose ells 3/4" FIPX 314" Male Hose Threads.
4. Each quick coupler should be installed In a valve box by Pr ietek, Sheboygan, Wisconsin
and packed with pea gravel, 4" In depth.
J. Wire:
1. Provide M12RW wire to electric control valves from automuadc controller which is "U. L'
approved for direct underground burial.
2. Provide a single wire to each solenoid from controller and a oormon neutral wire to all
solenoids from controller as power supply.
3. Colored wiring shall have color coding shown on the controller.
K. Automatic Drain Valves:
1. Automatic drain valves 6PAT King Technology, Inc., Edina, Minnesota
2. Valve body all of PVC lo with valve material of ribber E.P.
3. Piping connection 1/2" or Insert fittings, metal clamps.
4. Actuating plunger spring to dose ®10-1 psi and open Q 9.10 psi.
5. Dispersing pad of polyester non -woven mat.
L. Baddlow Preventer:
1.. 805Y Double Baddlow Preventer, 3 ", as manufactured by Febco, P.O. Box e070, Fresno,
CA 93747, (209) 252 -0791, or Owner - approved equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Summary:
beationis of each in accordance with Plans. 1.
2. If daiksecrepancies in plan apparent at this time, point out discrepancy to Owner's
Representative.
3. Do rat proceed with work until necessary design engineering charges have been made and
approved by Owners ReprssentatIve.
4. Instal spri01der, system egW rvt with necessary hardware in accordance with Drawings are
manufacturers katiuctions and as specified herein.
5. Verify system design pressures prior to installation.
02811.3
April 8,1993
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THIS FILM WAS PRODUCED FROM
TILE BEOT AND MOST COYPL'-TE
DRAWINGS AVAILABLE AT TUB
F. Reinforced Concrete Sanitary Sewer
1. Reinforced Concrete Pipe: ANSI/ASTM C76, Class 1, II, III, IV, or V as specified on plans,
SECTION 02811
with Wall type A. B, or C; mesh reinforcement; Inside nominal diameter as specified, bell T LANDSCAPE IRRIGATION
and spigot end 'pints.
2. Reinforced Concrete Pipe Joint Device: ANSUASTM C443, rubber compression gasket
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Joint. PART 1 GENERAL
2.02 PIPE ACCESSORIES 1.01 SUMMARY
A. Pipe Joints: Mechanical clamp ring type, stalnless steel expanding and contracting sleeve, A. When Indicated on the Drawings, Contractor shall provide material and Installation of a complete,
neoprene ribbed gasket for positive seal
l automatically oontrolled, underground, irrigation system including the following.:
B. Fittings: Same material as pipe molded or formed to suit pipe size and end design, in required
tee, bends, elbows, cieanouts, reducers, traps and other configurations required.
t g, piping, Baddlow Preventer, Sprinkler Heads and Nozzles, Valves, Controllers, Control Wiring,
Fittings, ElectIcal Connections, Connections to Mains, and all necessary accessories.
2.03 CLEANOUTS _ 1.02 RELATED SECTIONS _
A. Lid and Frame: Heavy Duty cast Iron construction, manufactured by Mueller:Ud Design: Closet. A. Section 02222 - Excavation, Baddill and Compacting for Utilities
Lid.
B. Shaft Construction: Cast Iron shaft of internal diameter as specified on plans with 2500 psi n
B . Section 02923 - Landscape G,ading
concrete collar for dear outs located In paved areas• C. Section 02860 - Water distribution systems
C. Bas ea e concrete. a pst P d to receive cast Iron shaftll 1.03 REFERENCES
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OPad: en-pla
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A. ANSUASTM D2282 - Acrylnnkrile- Butadiene- Styrene (ASS) Plastic Pipe (SDR -PR).
PART 3 EXECUTION B. ANSUASTM D25e4 - Solvent Cement for Poly (Vinyl Chloride) (PVC1 Ptastle Pipe and fittings.
3.01 PREPARATION C. ASTM B32 - Solder Metal.
A. Hand trim excavations -3 required elevations. Correct over eu,cevatlon with fine aggregate.
i D. ASTM 842 - Seamlass Copper Pipe, Standard Sizes.
B . Remove large stones or other hard matter which could damage pipe or Impede consistent E. ASTM B88 - Seamless Copper Water Tune.
bedditlfrng or compaction.
7 F. ASTM D2235 - Solvent Cement for Aer,4onkrde - Butadiene - Styrene (ABS) Mastic Pipe and
3.02 BEDDING Fittings.
A Excavate p reach for this Section. Hand trim
G AGTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SDR -PR).
t for p msnrM o" PIPe n for 1
B. Place bedding material at trench bottom, level materiels In oonlhwous layer not exceeding 8 H. FS 0 -F -508 Flux, Soldering; Paste and Liquid.
Indies compacted depth, compact to 95 percent. I. NEMA 250 - Enclosures for Electrical Eg6"rit (1000 Volts Maximum).
j C. Malntaln optimum moftre content of bedding material to attain required compaction density. 1.04 SUBMITTALS
3.04 INSTALLATION - PIPE A. Submit manufacturer's technnical data and Iratatiation Instructions for underground irrigation system.
l A. Install pipe, flithngs, and accessories in accordance with ASTM C12, ASTM C14 and/or B Product Data: Provide component and control system and wiring dlagrr 1.
manufacturer's Instructions. Seal 101012 watertight.
B. Lay pipe 10 slope gradients noted on civil engineering drawings; with maximum variation from 1.05 PROJECT RECORD DOCUMENTS
true slope of 118 Inch in 10 feet. A. Submit as -butt layout plan and details Illustrating the location and type of heads, valves, piping
C. Install bedding at sides and over top of We to minknwm compacted thickness of 12 Inches circuits, controls, and accessories.
compacted to 95 percent. B . Provide Insbuctions for operation and maintenance of system and controls, seasonal activation and
D. Refer to Section 02222 for trenching requirements. Do rat displace or damage pipe when shutdown, and manufacturers parts catalog.
compacting.
E. Refer to Section 02605 for manhole requirements.
F
F. Connect to building sanitary sewer outlet and munk W sewer system through installed sieeves.
02710.3 02811-1
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April 8. 1993 April 6, 1993
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2. Impact Rotor Pop -Up Sprinklers:
a Provide Rain Bird Series 15103 (or Toro equivalent) Impact Rotor Pop-Up Sprinklers.
b . The full or part circle pop-up rotor srinkler shall be a single nozzle impact drive type.
a Part circle sprinkler shall have an Infinitely adjustable arc of coverage from 20 degrees to
340 degrees.
d. Sprinkler case and internal assembly made of durable plastic.
e. The rotation of the sprinkler is accomplished by a horizontal oscillating precision jet arm,
actuated by outlet water stream.
f. Sprinkler with adjustable diffuser pin for distance and distribution control.
g. Sprinkler with strong stainless steel retract spring for. positive pop-down.
I. Quick Coupling Equipment:
1. Valves: One piece body constricted from heavy duty cast bronze with a 3/4" FIP riser
connection.
2. Quick Couplers: Single lug coupler of heavy cast bronze and detachable handle.
3. Swivel Hose El 1: Heavy cast bronze, connected to quick couplers for hose connection.
Hose ells 3/4" FIPX 314" Male Hose Threads.
4. Each quick coupler should be installed In a valve box by Pr ietek, Sheboygan, Wisconsin
and packed with pea gravel, 4" In depth.
J. Wire:
1. Provide M12RW wire to electric control valves from automuadc controller which is "U. L'
approved for direct underground burial.
2. Provide a single wire to each solenoid from controller and a oormon neutral wire to all
solenoids from controller as power supply.
3. Colored wiring shall have color coding shown on the controller.
K. Automatic Drain Valves:
1. Automatic drain valves 6PAT King Technology, Inc., Edina, Minnesota
2. Valve body all of PVC lo with valve material of ribber E.P.
3. Piping connection 1/2" or Insert fittings, metal clamps.
4. Actuating plunger spring to dose ®10-1 psi and open Q 9.10 psi.
5. Dispersing pad of polyester non -woven mat.
L. Baddlow Preventer:
1.. 805Y Double Baddlow Preventer, 3 ", as manufactured by Febco, P.O. Box e070, Fresno,
CA 93747, (209) 252 -0791, or Owner - approved equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Summary:
beationis of each in accordance with Plans. 1.
2. If daiksecrepancies in plan apparent at this time, point out discrepancy to Owner's
Representative.
3. Do rat proceed with work until necessary design engineering charges have been made and
approved by Owners ReprssentatIve.
4. Instal spri01der, system egW rvt with necessary hardware in accordance with Drawings are
manufacturers katiuctions and as specified herein.
5. Verify system design pressures prior to installation.
02811.3
April 8,1993
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THIS FILM WAS PRODUCED FROM
TILE BEOT AND MOST COYPL'-TE
DRAWINGS AVAILABLE AT TUB
S. ASTM B75 - Seamless Copper Tube.
T. ASTM B88 - Seamless Copper Water Tube.
U. ASTM D2513 - Thermoplastic Gas Pressure Pipe, .'ubing and Fittings.
V. ASTM D2517 - Reinforced Epoxy Resin Gas Pressure Pipe and Fittings.
W. ASTM D2683 - Socket Type Polyethylene Fittings For Outside Diameter Controlled Polyethylene
Pipe and Tubing.
X ASTM D2922 - Test Methods for Density of Soil and Soil Aggregate In Place by Nuclear Methods
Shallow Depth).
Y. ASTM D3017 - Test Methods for Moisture Content of Soil and Soll- Aggregate Mixtures.
Z. ASTM F678 - Polyethylene Gas Pressure Pipe, Tubing and Finings.
1.04 SUBMI,
A. Product Data: Provide data on pipe materials, pipe fnnngs, valves and accessories.
S. Manufacturers Certificate: Certify that products meet or exceed specified local requirements.
1.05 PROJECT RECORD DOCUMENTS
A. Acc- irately record actual locations of pipe mains, valves, connections, and Invert elevations.
B . Identify and describe unexpected variations to subsoil conditions or discovery of uncharted
utilities.
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with ut ft company andtor municipality.
S. Gas Cock: Manufacturers name and pressure rating marked on valve body.
C. Welling Materials and Procedures: Conform to ASME Boiler and Pressure Vessel Code and
applicable state regulations.
D. Welders Certification: In accordance with ANSI/ASME Sac 9.
E. Conform to ANSI 2223.1 (NFPA 54) ANSI 1331.2 andlor ANSI 831.8.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site.
S. Deliver and store valves In shipping containers with labelling In place.
PART PRODUCTS
2.01 PIPE
PART 3 EXECUTION
3.01 EXAMINATION
A. Verity existing conditions.
B . Verity that building service connection and utility gas main size, location and Invert are as
indicated.
3.02 PREPARATION
A. Ream pipe ends and remove burrs. Bevel plain end ferrous pipe over 2 Inches diameter
Thread ferrous pipe 2 Inches diameter and under.
B. Remove scale and dirt, on inside and outside, before assembly.
C. Prepare piping connections with flanges or threading and unions.
3.03 BEDDING
A. Excavate pipe trench in accordance with Section 02222 for work of this Section, Hand trim
excavation for accurate placement of pipe to elevations Indicated.
B. Place bedding material at trench bottom, level fill materials in one continuous layer not axceeding
8 inches compacted depth, compact to 95 percent.
C. Bacdill around sides and to top of pipe with fill, tamped In place and compacted to 95 percent.
D. Maintain optimum moisture content of bedding material to attain required compaction density.
3.01 INSTALLATION - PIPING
A. Maintain separation of gas line from sewer, water or storm water pining in accordance with state
or local code.
B. Route piping In straight line.
C. Install piping to conserve space and not Interfere with use of site space.
D. Install piping to allow for expansion and contraction without stressing pipe or joints.
E. Install cocks and other fittings.
F. Establish elevations of buried piping to ensure not less than 36 Inches of cover in ran - travelled
areas and 48 Inches of cover In driveways and parking areas.
G. Lay pipe on bedding.
H. Wrap couplings and fittings of steel pipe with polyethylene tape and heat shrink over pipe.
I. Fornnmetallic Pipe: Instal trace wire continuous over top of pipe. Coordinate with Section
J. Back ill trench In accordance with Section 02222.
K Center and plumb valve box over valve Set box cover flush PAM finished ground surface.
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3.05 SERVICE CONNECTIONS
A. Provide sleeve in foundation wall for gas service main. Caulk enlarged sleeve watertight.
B . Anchor service main to interior surface of foundation wall.
C. Install service regulator adjacent to building wall in specified location.
D. Install service regulator and riser pipe to prevent undue tress upon service pipe. For plastic
service pipe, use steel pipe riser from below ground to regulator.
E. Provide regulator vent with rain and Insect proof opening, terminating away from building
openings.
3.06 PROPANE TANK INSTALLATION
A. Place tank legs on concrete footings, level within tolerance of 2 Inches. Provide footings in
accordance with Section 03300.
B . Prepare and grade an area outside tank perimeter, for a distance of 8 feet. Grade, place and
compact gravel 011 to a compacted depth of 3 Inches. Compact to 95 percent.
C. Provide tank with relief valve, shutoff valve, pressure regulator, pressure gage and removable
protection cover. Install piping, shutoff valve and pressure gage to underground piping.
D. Set tank regulator to outlet pressure as indicated on plans.
E. Install vaporizer to under side of tank and secure to tank with alurninum tray and two stainless
steel straps.
F. Install weatherproof control box for vaporizer 40 Inches above ground surface. Install to 4 x 4
Inch cedar post, driven Into ground 40 Inches.
G . Install wiring. Install from vaporizer to control box 20 Inches below ground surface. Install service
wiring 24 Inches below ground from control box to building.
END OF SECTION
A. Steel Pipe Below Ground. ASTM A120, Schedule 40 black. !
Prevent stack or stress from being transmitted through valve box to valve. 1. Fittings: ANSI B16.1 1, forged steel, or ASTM A234 forged steel welling type.
2. Joints: Welded and seamless.
3. Jackets: ANSI/AWWA C105 polyethylene jacket, Double layer, half lapped, 10 mil L. Wrap valve and valve box with polyethylene tape and heat shrink or paint valves and valve
polyethylene tape. boxes with red anti -rust primer and one coat of epoxy paint. f ,
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02687 -5
02687-2 02687-4 f April 8. 1993
April 8,1993 I 9 April 8, 1993
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THIS FILM WAS PRODUCED FROM
ZHE BEST AND MOST COMPLETE j
DRAWINGS AVAILABLR AT THE
TINE OF FILMING.
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SECTION 02730
SANITARY SEWER SYSTEM
PART GENERAL
1.01 SUMMARY
A. Furnish labor, materials, services, equipment, and other necessary items required for
accompanying the construction of the sanitary systems. This shall include, but not be limited to,
the following:
B. Sanitary sewer drainage piping, Fittings and Accessories, Cleanouts, and Bedding.
C. Set lines, elevations, and grades for sanitary sewer system work and control system for duration
of work, including careful maintenance of benchmarks, property comers, monuments, or other
reference points.
1.02 RELATED REQUIREMENTS
A. Construction Drawings
B. Specifications Section 02222 Excavation, Baddilling, and Compacting for Utilities
C. Specifications Section 02605 Sewer Structures
D. Local governing authority and code requirements
E. All necessary construction permits
1.03 REFERENCES
A. ANSUASTM A74 - Cast Iron Soil Pipe and Fittings.
B. ANSUASTM C12 - Practice for Installing Vitrified Clay Pipe Lines.
C. ANSUASTM C14 - Concrete Sewer, Storm Drain, and Culvert Pipe.
D. ANSVASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
E ANSI/ASTM C425 - Compression Joints for Vitrified Clay Pipe and Fittings.
F. ANSVASTM C443 - Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber
Gaskets.
G. ANSVASTM D698 - Test Methods for Moisture- Density Relations of Soils and Soil- Aggregate
Mixtures, Using 5.5 b 2.49 Kg) Rammer and 12 Inch 304.8 mm) Drop
H. ANSVASTM 03034 - l rpe PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings.
1. ASTM A746 - Ductile Iron Gravity Sewer Pipe.
J. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
K. ASTM C700 - Vitrified Clay Pipe, Extra Strength, Standard Strength and perforated.
L. ASTM D1785 - Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and 120.
M. ASTM D2922 - Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear
Methods (Shallow Depth).
N. ASTM D3017 - Test Methods for Moisture Content of Soil and Soti- Aggregate Mixtures.
02730 -1
April 8, 1993
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THIS FILM WAS PRODUCED FROM
THE BEST AND MOST COMPLETE
DRAWINGS AVAILABLE AT THE
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SECTION 02720 2.02 INLETS AND CATCH BASINS
STORM SEWER SYSTEMS A. Lid and frame per details shown on plans.
B . Shaft Construction and Eccentric Cone Top Section: Reinforced precast or cast -in -place concrete
PART 1 GENERAL pipe sections, lipped male /female dry joints, nominal shaft diameter of 48 inches.
1.01 SECTION INCLUDES C. Base Pad: Cast -in -place concrete of type specified In Section 03300 or precast reinforced
concrete pad.
A. Site storm sewerage drainage piping, fittings and accessories, and bedding.
t3 B. Connection of building storm water drainage system to municipal sewers.
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PART 3 EXECUTION
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C. Catch basins, paved area drainage, site surlace drainage, and stormwater detention facilities. 3.01 EXAMINATION
1.02 RELATED REQUIREMENTS A. Verity that trench cut and excavation base Is ready to receive work and excavations, dimensions, _
and elevations are as Indicated on civil engineering drawings.
A. Section 02222 - Excavation, 88ddlll, and Compacting for Utilities
3.02 PREPARATION
B . Section 02605 - Sewer Structures
A. Hand trim excavations to required elevations. Coned over excavation with line aggregate.
C . Section 02730 - Sanitary Sewerage System
B other hard matter which could damage piping or impede consistent
D. Section 03300 - Cast -in -Place Concrete: Concrete type for catch basin, cleanout or head wall baddiping or
compadbdamage
base pad construction.
3.03 BEDDING
E Local governing authority and code requirements.
A. Excavate p trench in accordance with Section 02222 for work of this section. Hand Mm
F. All necessary construction permits. excavation for accurate placement of pipe to elevalbns indicated.
1.03 REFERENCES B . Place bedding material at trench bottom, level materials In continuous layer not exceeding 8
I Inches compacted depth.
I A. AASTHO M294 and M252 - Conugated Polyethylene pipe smooth interior.
C. Maintain optimum moisture content of bedding material to attain required compaction density.
8. AASHTO M38 - Melanie (Zinc or Aluminum) Coated Corrugated Steel Culverts and Underdrains.
3.04 INSTALLATION PIPE
C. AASHTO T180 - Moisture- Density Relations of Solis Using a 10 -lb (4.54 kg) Rammer and an
184n. (457 nun) Drop. A. Install pipe, iftOrqs and accessories In accordance with ASTM C12, ASTM D2321 manufacturer's
instructions andfor state or local requirements. Seal joints watertight. ek
D. ANSUASTM A74 -Cast Iron Sol Pipe and Fittings.
B. Place pipe on minim um 4 Inch deep bed of faker aggregate.
E ANSVASTM C12 - Practice for Installing Vitrified Clay Pipe Lines.
C. Lay pipe to slope gntdleras noted on dvil engineering drawings: with maximum variation from
F. ANSUASTM C14 - Concrete Sewer, Storm Drain, and Culvert Pipe. true slope of 118 Inch in 10 feet.
I G. ANSUASTM C76 - Rekdorced Concrete Culvert, Storm Drain, and Sewer Pipe. D. Install aggre gate at sides and over top of pipe. Provide top cover to minimum compacted
thickness i2 Inches, compact to 95 percent.
H. ANSUASTM C425 - Compression Jokgs for VW led Clay Pipe and Fittings•
E
of
R ion 02222 for trenching requirements. Do not displace or damage pipe when
1 i. ANSUAST 0443 - Joints for Circular Concrete Sewer and Culvert Pipe, Using RubberM compacting.
Gaskets.
F. Refer to Section 02605 for manhole requirements.
J. ASTM 0584 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
3.05 INSTALLATION - CATCH BASINS AND INLETS
K. ANSUASTM D1557 - Test Methods for Moisture- Density Relations of Solis and Soil-Aggregate
Mixtures Using 10 b (4.54 Kg) Ramner and 18 Inch (457 mm) Drop. A. Form bottom of excavation clean and smooth to correct elevation.
L. ANSUASTM D3034 - Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. B . Form and place cast-in-place concrete base pad, with provision for stone sewer pipe end
or place precast reinforced concrete pad at the locations and elevations as specified on
M. ASTM C700 Vitrified Clay Pipe, Extra Strength, Standard Strength and Perforated. the plans. the
N. ASTM D2922 - Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear
02720-1 02720-3
April 8, 1993 April 8, 1993
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SECTION 02730
SANITARY SEWER SYSTEM
PART GENERAL
1.01 SUMMARY
A. Furnish labor, materials, services, equipment, and other necessary items required for
accompanying the construction of the sanitary systems. This shall include, but not be limited to,
the following:
B. Sanitary sewer drainage piping, Fittings and Accessories, Cleanouts, and Bedding.
C. Set lines, elevations, and grades for sanitary sewer system work and control system for duration
of work, including careful maintenance of benchmarks, property comers, monuments, or other
reference points.
1.02 RELATED REQUIREMENTS
A. Construction Drawings
B. Specifications Section 02222 Excavation, Baddilling, and Compacting for Utilities
C. Specifications Section 02605 Sewer Structures
D. Local governing authority and code requirements
E. All necessary construction permits
1.03 REFERENCES
A. ANSUASTM A74 - Cast Iron Soil Pipe and Fittings.
B. ANSUASTM C12 - Practice for Installing Vitrified Clay Pipe Lines.
C. ANSUASTM C14 - Concrete Sewer, Storm Drain, and Culvert Pipe.
D. ANSVASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
E ANSI/ASTM C425 - Compression Joints for Vitrified Clay Pipe and Fittings.
F. ANSVASTM C443 - Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber
Gaskets.
G. ANSVASTM D698 - Test Methods for Moisture- Density Relations of Soils and Soil- Aggregate
Mixtures, Using 5.5 b 2.49 Kg) Rammer and 12 Inch 304.8 mm) Drop
H. ANSVASTM 03034 - l rpe PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings.
1. ASTM A746 - Ductile Iron Gravity Sewer Pipe.
J. ASTM C564 - Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
K. ASTM C700 - Vitrified Clay Pipe, Extra Strength, Standard Strength and perforated.
L. ASTM D1785 - Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80 and 120.
M. ASTM D2922 - Test Methods for Density of Soil and Soil- Aggregate in Place by Nuclear
Methods (Shallow Depth).
N. ASTM D3017 - Test Methods for Moisture Content of Soil and Soti- Aggregate Mixtures.
02730 -1
April 8, 1993
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THIS FILM WAS PRODUCED FROM
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3.05 INSTALLATION - CLEANOUTS
A. Form bottom of excavation clean and smooth to correct elevation.
B. Form and place cast -in -place concrete base pad, with provision for sanitary sewer pipe end
sections.
C. Establish Ievatbns and pipe Inverts for InMt; and outlets as indicated.
D. Mount lid and frame level in grout, seared to top cone section to elevation indlcated.
3.06 FIELD QUALITY CONTROL
A. Compaction testing will be performed In accordance with ANSI /ASTM D698, ASTM D2922 or
ASTM D3017.
B. H tests Indicate Work does not meet specified requirements, remove Work, repiace and retest at
no cost to Owner.
C. Deflection Test:
1. Deflection tests shall be performed on all flexible pipe. The test shall br conducted after
2. No pipe shall ex a defkk nbofleast
equal
3•
to 96% of the Inside diaameteter of the pipe .TTtetest shall
m lbeperformed wfthout m041111nfoal
pulling devices.
END OF SECTION
02730.4
April 8,1993
PART PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Rain Bird Sprinkler Manufacturing Corporation
B. The Toro Company, Irrigations Division
4.02 MATERIALS
A. Pipe:
1. All main line pipe to circuit control valves shall be rigid PVC Schedule 40 conforming to
ASTM D 2241.
2. All circuit pipe 1 -1/4" diameter and larger shall be rigid PVC class 200 conformng to ASTM D
2241.
3. All circuit pipe less than 1 -1/4" diameter shall be rigid PVC class 160 oonformirg to ASTM D
2241. -
B. Pipe Fittings: For PVC pipe, ASTM L) 2466, socket Iktkw with ASTM A 2564,'solvent cement.
For copper tube Iittings, provide cast brass or wrought copper, swot': solder type.
C. PVC Slenves for water lines shall be rigid PVC Schedule 40 conlorming to ASTM D 2241 and be
sized as indlWed on the Drawings.
D. PVC:-*ij,/es for pulling electrical control wires shelf be rigid PVC Class 160 conforming to ASTM
D 2241 'and be sized as Indicated on the drawings.
E Screw -rrto Valves:
1. Pawide straight globe valves of brass construction.
2. Provide vaNirs fitted with a key head for key operation.
F. Remote Co mtrol Valves:
1. Pm idku m wets of heavy cast bronze body and cover with stainless steel spring and metal
parr3 of txass.
2. Solenoid operated diaphragm, gWwtype 150 psi CWP- Rated, FIP threads.
from3. Packless valve, without sliding seals and completely serviceable without removing
pipeline.
4. Solenoid co, Twrma with Class II National Electric Cede, requiring a maximum of 0.46
wattsamperes, 1 c. at 24 volts A,.
G. Automatic Sprinkler Controllers:
1. Provide unit capable of controlling 6 stations and complying with the following:
a Microprocessor based/mbroeledronbs solid-state type, capable of fully automatic or
manual operation.
b . Controller in wall mounted, weatherproof lockable steel cabinet.
G PrImW of 117 vok 1 AC, secondary of 24 volts AC.
d. O to 60 minutes In 1 mMtute Increments with Master on-off switch.
e. Two Independent programs ith ar starts per day for each.
I. 244m program dock
rems
H. Sprinkler Heads:
1. Pop-up Spray ani Shrub Heads:
Toro 4" lawn 180610" - a Provide Rain Bird Se rtes 1804 (or equivalent) - and
shrub/groundcover I. eds. Pop-up spray heads.
I
b . The sprinkler body. stem nozzle and screen of heavy duty plastic. dy
real forcThesprinklershe(! have a soft elastomer pressure activated co- molded wiper
fromdebristrampop-up stem as it retracts Into case to prevent sprinkler
slicking up.
d. The sprinkler shall have a strong stainless steel retract spring for positive pop -down.
Pop-up height shall be no less than 2".
e. The sprinkler at all have a screen under nozzle to protect it from clogging and for easy
i
i.
removal for cleaning and flushing system.
02811-2
April 8, 1993
B. Pipe Laying:
1. Do not lay pipe on unstable material or blocking, or when in 'he opinion of the Owners
Representative, conditions are unsuitable.
2. Minimum of three Inches between parallel pipes in the same trench.
3. Hold pipe securely in place while joint Is being made.
4. Rest full length of each pipe section firmly on bedding, excavating recesses to
accommodate joints:
5. Avoid healing trenches, electric ducts, storm and sanitary sewer lines, existing water and gas
mains, all of which have right-of-way.
6. Spprinkler sections shall drain to an automatic drain placed at low point In section.
7. Minirsum cover over mains and control valves is 18" below finish grade.
8. Mlnir um cover over laterals Is 12 Inches.
9. Do rot cut sidewalk, drives, or curb during trenching for piping.
10. Use PVC sleeves under paved areas where possible; otherwise auger bore or tunnel.
Repair damaged paved surfaces during guarantee period.
11. Cover and protect open pipe ends, fixtures, and equipment from dIR, water and chemical
or mechanical damage during Installation.
12. At corhpletbn of work, thoroughly dean fixtures, exposed materials and :equipment.
C. Laying Phudic Pipe'
1. Snake in trench at least 1 foot per every 100 feet to allow for thermal expansion.
a Solvent welded socket y e.
D. 11hreaded Type: Apply lliquid teflon thread lubricant to fallen thread type.
D. Install Sprinkler Heads:
1. Install rotary heads, pop-up spray and shrub heads, and quick couplers so they will be flush
with finished, settled ground surface.
2. Place part erode heads no more than 4" from edge of pr ,id surfaces.
3. Piece t•wing pints on all sprinkler heads adjacent to curi>r or waft.
E WMnp
1. Hole! splicing to a minimum.
2. Pravlde 12 inch expansion loops in wiring at each wire oonrteotbn or change In wire direction.
3. Provide 24 Inch expansion loop at remote control valves.
4. Do not run power in the same conduit as control wiring.
5. Solder splices, coat general bakelite cement, wrap with electrical We and coat again
with general bakelke cement. Crimp type connectors may be substituted.
F. Setting of Valves:
1. Do rot locate valves beneath paved surfaces.
2. Install valves In a level position.
3. Instal valves with minimum 18 Inches cover.
G. Sleeving:
1. Furnish and Instal PVC sleeving where control wires or pipe pass under paved surfaces as
follows:
a Provide
b. Extend sleaving 2
of
Inchesntbeyond tand of pavkg at each amid.
c Bed sleeves with 4 Inches sand baddil above pipe.
d. Install pipe with 24 inches of cover.
e. install permanent benchmark in curb for reference to all sleeve locations.
3.02 TEST AND FLUSHING
A. Following Installation, make final adjustments of lawn Irrigation system preparatory to Owners
Representative's final ,,spectlon:
1. Flush system completely to remove debris, with nozzle removed.
2. Verity sprinkler orAmratbn and alignment for direction of throw.
3. Check pop-up sp.vry nozzling for proper arc of spray.
4. Determine whether uniform distribution exists over all areas.
02811 -4
April 8, 1993
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THIS FILM WAS .?ROD17CHD FROM
THE BIST AND MOST CDMPUM
DHAWINGb AVAILABLE AT THE
f.
P
f
M. Stretcher Bars: Galvanized steel, one iece lengthsp equal to full height of fabric, with minimum
cross - section of 3/16"x3/4 ". Provide one stretch bar for each gate and end post, and two for
each comer and pull post.
t
N.
1
j O.
SECTION 02831
B : Following final adjustment, operate tie entire installation to demonstrate the complete and
Portland Cement: ASTM C 150.
5 0. Aggregates: ASTM C 33.
successful operation of all equipment. i
S.
CHAIN LINK FENCES AND GATES
3.03 OPERATION AND MAINTENANCE
i
PART I GENERAL
A. Maintenance:
1. Provide one hour operating Instructions prior to final acceptance.
1. Hinges: Size and material to suit gate size, non- 111111-011 type, offset to permit 180 degree
1.01 SUMMARY
2. Provide on -job site consultation with Owners operating personnel for 6 months, not to
exceed 4 hours per month, at no charge to Owner.
2. Latch: Forked type or plunger-bar type to pemntt operation from either side of gate, with
A. Provide chain link lances and gates units controlled by single source Including erectionaccessories, fittings, and fastenings as indicated Drawings. Refer3. Provide Wal -Mart with a hgadW written two -year maintenance/warranty agreement
Double Gates Hardware: Provide gate stops for double gates, consisting of mushroom type of
on to architectural building
plans for fencing attached to building. beginning on the Wal- Mail possession date) with an experienced local A.N.A. - certified
leaves.
V. Sliding ate Hardware: Provide manufacturers standard hs
nursery business capable of performing the work This agreement shall include labor and
heaves, overhead framing and supports, guides, stays, bracing, accessories required.
1.02 RELATED SECTIONSmaterialsformaintenanceoftheIrrigationsystem.
GATE FABRICATION
A. Fahicete swing gate perimeter frames of 1.90" OD pips galvanized steel. Provide horizontal
B. Record Drawings and Controller Chart:
and vertical members to ensure proper gate n and for attachment of fabric, hardware,
and accessories. Space from members maximum of 81-0" apart.
A. Construction Drawings - Site Plans
1. Maintain a complete set of up- to-date as -built drawings. -
2. Prepare a controller chart slowing:
cross-bracing on gates asrequiredtoensurerigidframewithoutsagortwist. Bars may be used at top and bottom edges.
B. Manufacturers technical data and Installation requirements
a. Location of all sections, valves, lateral Ones, and routes of control wires.
Attach hardware to provide security against removal or breakage.
1.03 REFERENCESb. IdentOy all valves as to size, station, number, and type of Irrigation.
Fabric Flr;sh: Galvanized, ASTM A 392, Class 1, with not less than 1.2 oz. zkWsq. ft. of surface.
B. ing: Galvanized steel, ASTM A 120 or A 123, with not less than 1.8 oz. zkWsq. ff. of
c. Provide chart as a black -line print with a different color used to show area of coverage
for each station.
sFirra
A. ANSI/ASTM A123 Zinc (Hot D Galvanized Coatings on Iron and Stool Products. IP )
d. Locate chart inside controller door. Seal chart between two pieces of plastic.
e. Complete chart and receive approval prior to final inspection of irrigation system.
CONCRETE MIXING
S. ANSVASTM F667 - Installation of Chain -link Fence.
END OF SECTION
maximum size aggregate, maximum 3" slump, and 2-46/6 entrained air.
C. ASTM At 16 - Zinc-Coated (Galvanized) Steel Woven Wire Fence Fabr ic.
D. ASTM A120 - Pipe, Steel, Black and Hot -DOW 21ec Coated (Galvanized) Welded and
seamless, for Ordinary Uses.
I- ASTM A121 - Zinc- Coated (Galvanized) Steel Barbed Wife.
F. ASTM At 53 - Zinc Coating (Hot -Dip) on Iron and Steel Hardware.
G. ASTM A392 - Zinc - Coated Steel Chain -Link Fence Fabric.
t H. ASTM A428 - Weight of Coating on Aluminum - Coated Iron or Steel Articles.
7
I. ASTM A491 - Aluminum - Coated Steel Chain LING Fence Fabric.
r r J. ASTM A569 - Steel, Carbon (0.15 Maximum Percent), Hot- Rolled Sheet and Strip Commercial
Ouality.
K. ASTM A585 - Aluminum Coated Steel Barbed Wire.
y L. ASTM C94 - Ready -mixed Concrete.
i M . ASTM F573 - Residential Zino- Coated Steel Chain LINk Fence Fabric.
j
N. ASTM F668 - Poly (VkrA Chloride) (PVC) Coated Steel Chair Link Fence Fabric.
1 O. Chain LINk Fence Manufacturers Irmiltute (CLFMI) - Product Manual.
I 1
P. FS RR -F -191 - Fencing, Wire and Post Metal (and Gates, Chain Link Fens Fabric, and
Accessories).
1.04 PROJECT RECORD DOCUMENTS
P Accurately record actual locations of property perimeter posts relative to property lines and
i easements.
02831-1
02811.5
A4)618.1993
April 8,1993
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vii
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THIS FILM WAS PRODUCED FROM
THE BEST AND MOST COMPLETE i
DRAWINGS AVAILABLE AT THE
TI, OF FILMING.
I
02831.3
April 8, 1993
IP
a
f
M. Stretcher Bars: Galvanized steel, one iece lengthsp equal to full height of fabric, with minimum
cross - section of 3/16"x3/4 ". Provide one stretch bar for each gate and end post, and two for
each comer and pull post.
t
N. Stretch Bar Bands: Manufacturers standard.
j O. Gate Cross - bracing: 3/8" diameter galvanized steel adjustable length truss rods.
P. Portland Cement: ASTM C 150.
5 0. Aggregates: ASTM C 33.
R. Water: Clean.
S. Non - shrink, non - Metallic Grout: PrPre ed, factory- packaged, noncorrosive nonstaining, F rongaseous, extario grout complying with CE CRD -C82 .
t T. Swigging Gate Hardware:
1. Hinges: Size and material to suit gate size, non- 111111-011 type, offset to permit 180 degree
gate opening. Provide 1 -1/2" pair of hinges for each leaf over 6" -0" nominal height.
2. Latch: Forked type or plunger-bar type to pemntt operation from either side of gate, with
parf:Jck eye as integral part of latch.
U. Double Gates Hardware: Provide gate stops for double gates, consisting of mushroom type of
thrsh plate with anchors set In concrete, to anpape corder drop rod or r bar. Include
locking device and padlock eye as Integral part 01 latch, using one padlock for locking both gate
leaves.
V. Sliding ate Hardware: Provide manufacturers standard hs
heaves, overhead framing and supports, guides, stays, bracing, accessories required.
PART 3 EXECUTION
3.01 GATE FABRICATION
A. Fahicete swing gate perimeter frames of 1.90" OD pips galvanized steel. Provide horizontal
and vertical members to ensure proper gate n and for attachment of fabric, hardware,
and accessories. Space from members maximum of 81-0" apart.
S. Assemble gate frames by welding or special fittings and rivets, for rigid connections. Install same
fabric as for fence with stretcher bars at vertical s Install diagonal cross-bracing on gates asrequiredtoensurerigidframewithoutsagortwist. Bars may be used at top and bottom edges.
Attach stretchers to gate frame at 15" o.c. maximum.
C. Attach hardware to provide security against removal or breakage.
3.02 FINISH
A. Fabric Flr;sh: Galvanized, ASTM A 392, Class 1, with not less than 1.2 oz. zkWsq. ft. of surface.
B. ing: Galvanized steel, ASTM A 120 or A 123, with not less than 1.8 oz. zkWsq. ff. of
r
sFirra
C.
f
Hardware and Accessories: Gi wanized, ASTM A 153 with zinc weights in accordant Tame
I.
3.03 CONCRETE MIXING
1 A. Mix materials to obtain concrete with minimum 28-day compressive strength N 2,500 psi: 1"
I _ maximum size aggregate, maximum 3" slump, and 2-46/6 entrained air.
I
02831.3
April 8, 1993
IP
a
Methods (Shallow Depth).
O. ASTM D3017 - Two Methods for Moisture Content of Soil and Soil- Aggregate Mixtures.
1.04 DEFINITIONS
A. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent back ill
operations.
1.05 PROJECT RECORD DOCUMENTS
A. Accurately record actual locations of pipe runs, connections, catch basins, cleanouts, and Invert
elevations.
B . Identify and describe unexpected variations to subsoil conditions or discovery of uncharted
utilities.
1.06 COORDINATION
A. Coordinate the Work with termination of stone sewer connection outside budding, connection to
municipal sewer utility service, and trenching.
PART PRODUCTS
2.01 SEWER PIPE MATERIALS AND ACCESSORIES
A. Reinforced Concrete Pipe: Comply with requirements of ASTM C 78, Class III unless another
class type Is Indicated on Drawings, katalled with flexible plastic (Bitumen gaskets at all joints.
Gaskets shall comply with AASHT M-198 751, Type B, and shall be in strict accordance
with pipe manufacturers recommendations.
B. Corrugated Steel Pipe Only permitted when apeckkaYy Indicated on Orawirhps and shall campl
with requirements of ASTM A 7W ;18 gage unless another gage fs Indicated on Drawlnoslnstal
wlh rthatddng band comectars. Install sleeve gaeksts M Indicated on Drawings in a000 with
pipe nanufacturers reaonhrrharWatbns. Co sled steel p may be round pipe, arch pipe, or
slo tted drein ppiIppee as indkreted on Drawings. 8bped drain pipe shall have 1.75' wile drain guide
waterway open)ngs and 8'minimum helgfht drain guide.
C. Spiral Rib Metal Pipe Type 1R: Gabanized or aluminized as specified on Drawings. Only
permitted when specified on Drawings. Pipe ends shall be re- oortugated an Installed with
semi- aonugated Hugger- bands and "O' deg gaskets in accordance with pitta manufacYrtrers
Installation requirements. Rb metal pipe must commpplIyy with ASTM A 780 Type 1 R.
Acceptable manufaduror: ONTECH, INC. "ULTRA FLOJ'ULTRA FLO II" or equivalent.
D. Polyvinyl Chloride (PVC) Poe: OnN psmUtted when specifically Indicated on Drawings. Pipe
and IItkngs shall comply wth ASTM b 3034, rated SDR 35. Pipe shad be continually marked with
manufacturers name, pipe size, cal dassMlcatlon, SDR rating, and ASTM D 3034 classification.
Pipe joints shall be integrally molded bell ends In accordance with ASTM D 3034, Table 2, with
factory supplied elastomeric gaskets and lubricant.
E. Corrugated Polyethylene Pipe (CPP) Smooth Interior. Only permitted when specklcapy Indicated
on Drawings and shall conform with AASHTO Designation M294 and M252. Pipe must be
installed In accordance with pipe manufacturers Installation Guidelines for Culvert and Other
Heavy -Duty Drainage Applications. Acceptable manufacturers: Advanced Drainao ftstems. Inc.
ADS) N -12 b HANCOR. INC. (HI-0 smooth Interior).
F. Polyvinyl Chloride (PVC) large diameter closed profile gravity sewer p UNL -B -9: Onlyy
permitted when specifically Indicated on drawings. Pipe and fittings shelf comply with ASTM
F -794. Pipe must be Installed in accordance with pipe manufacturers installation guidelines.
Acceptable manufacturer: Caron (Vybn H.C.).
C. Level top surface of base pad to receive concrete shaft sections, sleeved to receive storm
sewer pipe sections.
D. Establish elevations and pipe Inverts for Inlets and outlets as indicated.
E. Mount Ild and frame level In grout, secured to top cone section to elevation Indicated.
END OF SECTION
02720-2 02720-4
April 8,1993 April 8,1993
an eci+- N A'•.tir:or y;asYr, _.. -_ __ _ _Zs- . : :.- >;•;,u•sq r -a -, ,-nar s.c..ww7- --_._ ' _ _ .. ____, r
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1.04 DEFINITIONS
A. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent backfill
operations.
1.05 SUBMITTALS
A. Product Data: Provide catalog materials Indicating pipe, pipe accessories, and fittings.
B. Manufacturer's Installation Instructions: Indicate special procedures req,ilred to Install Products
specified.
C. Manufacturer's Certificate: Certify that products meet or exceed ASTM designations.
1.06 COORDINATION
A. Coordinate the Work with termination of sanitary sewer connection outside building, connection to
municipal sewer utility service, and trenching.
PART PRODUCTS
2.01 SEWER PIPE MATERIALS
A. Polyvinyl Chloride Sankary Sewer
f
1. Pipe and fittings shall comply with ASTM D 3034, rated SDR 35. Pipe shag be continually
marked with manufacturers name, pipe site, cal classification, SDR rating, and ASTM D 3034
2. Pipejoiatntss shall be integrally molded bell ends per ASTM D 3034, Table 2, with factory
supplied elastomerb CfasIkets and lubricant.
3. Corrugated Polyvinyl Chloride sewer pipe and fittings shall comply with ASTM F 949. Pipe
must be marked with mamdacturers name, pipe size, call classification and A (M F 949
Classification. Pipe must be Installed per the manufacturers Installation requirements.
Acceptable manufacturer. CONTECH, INC. "A -2000' PVC sewer pipe or
Owner - approved egt!ivalenL
B. Vitrified Clay Sanitary Sewer
1. Sanitary Sewer Pipe and Fittings: Vitrified day p`e meeting or exceeding requirements of
ASTM C 700.
2. Joints: ASTM C 425 specs icadons for 'Compression Joints for Vitrified Clay Pipe and
Fittings."
3. Gaskets: ASTM C 425 specification for "Compression Joinptss for Vitrified Clay Pipe and
compound oo nsMM of either basiccnnatursl or hsyrdrdhet rubbor. el. asket manufacturing 1tolerancesshallcomplywithRubberManufacturersAssociationtolerancesforgaskets.
4. Lubricant: Suitable for_ lubdcatlng jolt components; no deteriorating effects on gasket or
pipe
recommended
will
y
riot support g of fungi or bacteria, and shall be of type 1
menu(
C. Ductile Iron Sank Sewer
1. Ductile Iron
Sanitary
ASTM A746. Extra Heavy type, inside nominal diameter as specified onplans, bell and spigot end.
2. Ductile Iron Pipe Joint Device: ANSI A21.11, rubber gasket join devices.
D. Cast Iron Sanitary Sewer
1. Cast Iron Soil Pipe: ANSUASTM A74, Extra Heavy type, Inside nominal diameter of as
specified on plans, bell and end.
2. Cast Iron Pipe Joint Device: C564, rubber gasket joint devices.
E. Concrete Sanitary Sewer
1. Concrete Pipe: ANSUASTM C14, Class 1, 2, or 3 as specified on plans; un- reinforced;
inside nominal diameter as specified, bell and spigot end joints.
2. Concrete Pipe Joint Devices: ANSUASTM grubber compression gasket joint.
i
02730 -2
April 8,1993 `
a
RdK&ffir . -n... • vur. Y... ,
i
THIS FILM WAS PRODUCED FROM
THE BEST AND MOST COMPLETE
DRAWINGS AVAILABLE AT THE
TI OF FILMING.