HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (39)31700 GRAPE STREET 2077 8/30
WAL -MART
B. Manhole Sections: Reinforced cast- in -r1ace concrete as specified in Section 03300.
1. Cast -in place Manholes shall be constructed of 3000 psi concrete.
2. Forms shall be accurately made of steel sheets and shaped mane up of sufficlent streryth
to form dense watertight walls to true dimensions.
3. Con Lrete shall be deposited In evenly distributed layers of about 18 Inches, with each layer
vibrated to bond it to the preceding layer.
C. Manhole Sections: Precast Polyethylene in accordance with ASTM D 1248. Manholes shall be
manufactured with factory- molded steps. The nominal cylinder internal diameter shall be 48' and
shall be designed to accept concrete filled polyethylene manhole lids and standard cast Iron
frames with Ind or grate. Manholes shall have compressive strength which meets ASTM D 2412
standards. Acceptable Manufacturers: Advanced Drainage Systems (ADS) or Owner- Approved
equivalent rramufacurer.
D. Concrete Brick Units: ANSUASTM C55, Grade N Type I- Moisture Controlled, normal weight, of
same Grade, Type and weight as block units, nominal modular size of 3 5/8 x 7 5/8 x 21/4 Inches.
E Mortar and Grout: Mortar for finishing and sealing shall be Class 'C'. Honeycombing less than
two (2) Inches deep shall be repaired using Class 'D' mortar.
F. Reinforcement: Formed steel wire, gage thick galvanized finish.
2.02 COMPONENTS
A. Lid and Frame: AST6; A48, Class 30B Heavy Duty Cast Iron construction, machined flat boa"
surface, removable lid, dosed or open as specified on plans; sealing gasket; manufactured by
Neenah Foundry Company or approved equal.
B. Manhole Steps: Neenah Foundry company catalog No. R- 1982 -F or M.A. Industries PS-1 or
approved equal.
C. Base Pad: Precast reWorced oonorete or Cast-In-place concrete of type specified in Section
03300 leveled top surface.
203 CONFIGURATION
A. Shaft Construction: Concentric with eccentric cone top :ectlon; upped maleifemale dry joints;
sleeve to receive pipe sections.
B. Shape: Cylindrical.
C. Clear inside Dimension: 48 Inch diameter or as Indicated on plans.
D. Design Depth: As Indicated on plans.
E Clear Lid Opening: 24 Irches diameter.
F. Pipe Entry: Provide %Von* s as iridlcated
G. Main and lateral Pipes: Noalt cut off main and lateral pipes flush with Inside of nunhoia or Inlet
where they enter stnrdure walls, and pole. up Irregularkles and rough 0ges with nonshdrikkV
grout.
H. Inverts: Shape Inverts for smooth flow across atnuicture tiooc as shown on Drawings. Use
concrete and mortar to obtain proper grade and contour and finish surface with fine textured
wood float.
02605 -2
Aprll 8.1993
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SECTION 02660 PART 2 PRODUCTS
WATER DISTRIBUTION SYSTEMS 2.01 PIPE
A. Pipe sizes less than 3" that are installed below grade and outside building shall comply with one
PART 1 GENERAL
or combination of follows
1. Seamless Copper T ingS: Type "K" roll From to compllygwith ASTM S 88 -62 and installed
Antimony1.01 SUMMARY
withwrou
2. PoI nyl Chbridee Water Pipe: shall conformntofASTMID-224124dwith an SD 271 raUtng shall be continually marked with manufacturer's name, pipe size, cell classification, SDRA. Fun iish labor, materials, services, equipment, and other necessary items required for
accompanying the construction of the water systems. This shall Include, but rat be limited to the rating, and ASTM D 1784 classification. Pipe joints shall be Integrally molded bell ends m
ASTM D 3139 factory and lubricant.
following: pipe and fittings for site water line Including domestic water line and fire water line,
accordance with with supplied elastomerkc gaskets
valves and fire hydrants, set lines, elevations, and grades for water distribution systems work and B, pipe sizes 3' and larger that are Installed below grade and outside building shall comply with onecontrolsystemfordurationofworkincludingcarefulmaintenanceofbenchmarks, property comers, of the following
mornanerns, or other reference points. 1. Gray Cast Iron Water Pipe: In accordance with ANSI A21.6, thidcress class 22, and pressure
1.02 RELY TED SECTIONS
class 150. Fittings shall be either mechanical Joint or push-on joint and shall comply with
A. Section 02222 - 6uavating, Bacdill and Compacting for Utilities.
ANSI A21.10 or ANSI A21.11.
2. Ductile Iron Water Pipe: In accordance with ANSI A21.51, FW gs shall be ether mechanical
joint or push-on Joint complying with ANSI A21.10 or ANSI 21.11 (AWWA C -151) (CLASS
B. Section 02227 - Aggregate Materials. IIppss tIopee shall meet the requirements of AWWA C-M3. Polyvlhwith
C. Section 02605 -Sewer Strictures. nldd ASTM D 2241 r refed SO '2121 (Class 150) Pipe shah be corithhusity marked
as for smelter plow. Pipe urls shell be Integrally molded bell ends In accordance withb
lubricant.
D. Local Governing Authority and Code Requirements.
ASTM D 3034, Table 2, wit factory supplied a medc gaskets and
I° All Necessary Construction Permits.
2.04 GATE VALVES - 2 Inches and Over
1.03 REFERENCES
A. Manufacturers:
1. Mueller Resittent Seat Gate Valves or approved equal.
A. AASHTO T180 - Moisture- Density Relations of Soils Using 1 104b (4.54 kg) Rammer and an
184n. (457 mm) Drop .
B. ANSUAWWA C509, Iron body, bronze mounted double disc, parallel seat type, non-rising stem
with square nut, single wedge, resilient seal, Hanged or mechanical joint ends, control red, post
B. ANSVASME L16.18 - Cast Copper Alloy Solder Joint Pressure Fittings.
indicator where Indicated on plans, extension box and valve key.
C. ANSI /ASME B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings. i 2.05 BALL VALVES - Up to 2 Inches
D. ANSI /ASTM D1557 - Test Methods for Moisture-Dens Relations of Soils and SAI- Aggregate A. Manufacturers:
Mueller Oriseal or approved equal.
Mixtures Using 10 lb (4.54 Kg) Rammer and 18 inch (45 mm) Drop.
E ANSI /ASTM D2466 - Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. B . Brass body, teflon coated brass ball, rubber seats and stem seats, Tee stem pre -0HUed for
control rod, AWWA compression Wet end, compression outlet with electrical ground connector,
F. ANSVAWS A5.8 - Brazing Fitter Metal.
with control rod, extension box and valve key.
G. ANSVAWWA C104 - Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water. 2.06 BUTTERFLY VALVES - From 2 Inches to 24 inches
H. ANSVAWWA C105 - Polyethylene Encasement for Ductile Iron Piping for Water and Other liquids. A. ANSI/AWWAWA C504, Iron body, bronze disc, resitierd replaceable seat, water or lug ends, infinite
positior lever handle.
I. ANSVAWWA C111- Rubber - Gasket Joints for Ductile Iron and Grey -fro . Pressure Pipe and 207 HYDRANT
Fittings.
J. ANSVAWWA C151 - Ductile -Iron Pipe, Centrifugally Cast in Metal Molds or Sand -tined Molds, A. Hydrant: Type as required by utility company and as shown on plans.
for Water or Other Liquids. B. Hydrant Extensions: Fabricate In multiples of 8 c,iches with rod and coupling to increase barrel
K. ANSVAWWA C500 - Gate Valves, 3 through 48 In NPS, for Water and Sewage Systems. length.
C. Hose and Steamer Connection: Match sizes with utility company, two hose nozzles, one
L. ANSVAWWA C502 Dry Barrel Fire Hydrants. pumper nozzle.
M. ANSVAWWA C504 - Rubber Seated Butterfly Valves. I D. Finish: Primer and two coats of enamel or special coating to color as required by utility company.
N. ANSVAWWA C508 - Swing -Check Valves for Waterworks Service, 2 in through 24 in NPS.
i
02660 -1
026 -3
April 8, 1993
April 8, 1993
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1.05 PERFORMANCE REQUIREMENTS B. Work edges of slabs, gutters, back top edge of integral curb, and formed points with an edging SECTION 02525
A. Contractor shall maintain access for vehicular and pedestrian traffic as required for other
construction activities. Utilize temporary striping, flagman, barricades, warning signs, and warning
tool, and round to 1/2" radius. Eliminate tool marks on concrete surface. After completion of
floating and troweling when excess moisture or surface sheen has disappeared, complete
finishing as olbws:
CURB AND SIDEWALKS
lights as required.
surface
1. Inclined Slab Surfaces: Provide coarse, nonslip finish by scoring surface with stiff - bristled
PART 2 PRODUCTS
broom perpendicular to line of traffic.
2. Paving: Provide coarse, nonslip finish by scoring surface with stiff- bristled broom
PART I GENERAL
2.01 MATERIALS
perpendicular to line of traffic. 1.01 SECTION INCLUDES
A. Forms: Steel, wood, or other suitable material of size an i strength to resist movement during
C. Do not remove forts for 24 hours after concrete has been placed. After form removal, clean
ends of ints and point up any minor honeycombed areas. Remove and place areas or sections
A. Combination concrete curb and gutter
concrete placement and to retain horizontal and vertical alignment until removal. Use straight with maor defects, as directed. B . Concrete Curb
fortes, free of distortion and defects. Use flexible spring steel forms or laminated boards to
form radius bends as required. Coat forts with nonstaining type coating that will not discolor or D. Protect and cure finished concrete paving using acceptable moist - curing methods, more C. Concrete Flume
deface surface of concrete. particularly described in.the "water - curing" section of ACI 308 -81. D. Concrete Sidewalk
B. Welded Wire Mesh: Welded plain cold -drawn steel wire fabric, ASTM A -181;. Furnish in flat - 3 CLEANING AND ADJUSTINGsheets, not rolls, unless otherwise acceptable to Owner. • 04
1.02 RELATED SECTIONS
C. Reinfu(cog; Bars: Deformed steel bars, ASTM A 615, Grade 40. A. Sweep concrete avement and wash free of stains, discoloration, dirt, and other foreign materialJustpriortofinalInspection. A. Section 02100 Site Preparation.
D. Concrete Materials: Comply with requirements of applicable Division 3 sections for concrete
materials, admixtures, bonding materials, curing materials, and others as required.
B, Protect concrete from damage until acceptance of work Exclude traffic from pavement for at least B. Section 02227 - Aggregate Material.
14 days after placement. When construction traffic is permitted, maintain pavement as clean as C. Section 02505 - Paving Base Course.
E. Joint Fillers: Resilient premolded bituminous Impregnated fiberboard units complying with
Type II, Class A; AASHTO M 153, Type I.
possible by removing surface stains and spillage of materials.
ASTM D 1751 FS HH -F -341, or
3.05 FIELD QUALITY CONTROL D. Section 02584 - Parking Lot and Roadway Marking.
F. Joint Sealers: Non - priming, pourable, self- leveling polyurethane. Acceptable sealants are
Sonolastb "Sonomerb 1 A. An Independent testing laboratory shall randomly core the pavement at a minimum rate of one E Section 03300 - Cast -fn -place Concrete (See Architectural/Building Specifications).
Sonnebom Paving Joint Sea4rtV Sonnebom CT Sealant% Sonnebom
Sonomerb CT 2 Sealant", Mameco "Vulken 45 ", or Woodmont Products "Chem - Caulk". core and one core per 20,000 square feet of paving Core shall be tested for thickness and
quality of aggggregate distribution. Core tales shall be patched Immediately with portland cement F. State HlghHay Department Standard Specifications.
202 MIX DESIGN AND TESTING concrete corniormfng to section 2.02 and shall be finished to provide a level surface conforming to G Construction Documents. section 3.03 A & 3.03 B.
A. Concrete mix design and testing shall comply with requirements of applicable Section 03300. AND OF SECTION 1.03 REFERENCES
B . Design mix to produce normal weight concrete consisting of Portland cement, aggregate,
water - reducing admixture, air - entraining admixture, and water to produce the following
A. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete.
properties: B. ANSI /ASTM D1751 - Preformed Expansio Joint Fillers for Concrete Paving and Structural
1. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the construction.
2. Slurnp Range: 3 " -5" for normal concrete. C. ANSI /ASTM D1752 - Preformed Sponge Rubber and Cork Expansion Joint Fiffars for Concrete
3. Air Entrainment: 50/6 to 80%. Paving and Structural Construction.
D. ASTM C33 - Concrete Aggregates.
PART 3 EXECUTION
E ASTM C94 - Ready Mix Concrete.
3.01 PREPARATION
F. ASTM C150 - Portland Cement
A. Proof -roll prepared base material surface to check for unstable areas. The paving work shall
begin after the unsuitable areas have been corrected and are ready to receive paving. G. ASTM C260 - Air- Entraining Admixtures for Concrete.
Compaction testing for the base material shalt be completed prior to the placement of the
paving. H. ASTM C309 - Liquid Membrane - Forming Compounds for Curing Concrete.
B. Surface Preparation: Remove loose material from compacted base material surface immediately I. ASTM C494 - Chemical Admixtures for Concrete.
before placing concrete.
j J. FS TT -C -800 - Curing Compound, Concrete, for New and Existing Surfaces.
1.05 PERFORMANCE REQUIREMENTS
A. Contractor shall maintain access for vehicular and pedestrian traffic as required for other
construction activities. Utilize temporary striping, flagmen, barricades, warning signs, and warning
I
I
lights as required.
3
02520-2 02520-4 02525-1
April 8, 1993 April B, 1993 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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PART2 PRODUCTS
201 MATERIALS
A. Forms: Steel, wood, or other suitable material of size and strength to resist movement during
concrete placement and to retain horizontal and vertical alignment until removal. Use straight
fors, free of distortion and defects. Use flexible spring steel forms or laminated boards to
for radius bends as required. The fors shall be of a depth equal to the depth of curbing or
sidewalk, and so designed as to permit secure fastening together at the tops. Coat fors with
nonstaining type coating that will not discolor or deface surface of concrete.
B. Concrete Materials: Comply with requirements of applicable Division 3 sections for concrete
materials, admixtures, bonding materials, curing materials, and others as required.
C. Joint Fillers: Resilient premolded bituminous impregnated fiberboard units complying with
ASTM D 1751 FS HH -F -341, Type Ii, Class A; or AASHTO M 153, Type I.
D. Joint Sealers: Non - priming, pourable, self- leveling polyurethane. Acceptablw.sealants are
Sonnebom "Sonolastb Paving Joint Sealant" Sonnebom "Sonomerlc CT 1 Sealant", Sonnebom
Sonomeric CT 2 Sealant ", Mameoo "Vulcan 45 ", or Woodmont Products "Cheer- Caulk".
2.02 MIX DESIGN AND TESTING
A. Concrete mix design and testing shall comply with requirements of applicable Section 03300.
B . Design mix to produce normal weight concrete consisting of Portland cement, aggregate,
water - reducing admixture, air- erftraining admixture, and water to produce the following
properties:
1. Compressive Strength: 3,000 psi, minimum at 28 days, unless otherwise Indicated on the
D
2. Slump tinge: 3 " -5' for normal concrete.
3. Air Entrainment: 5% to 8 %.
PART 3 EXECUTION
3.01 PREPARATION
A. Proof -roll prepared base material surface to check for unstable areas. The paving work shall
begin after any unsuitable areas have been corrected and are ready to receive paving.
Compaction testing for the base material shall be completed prior to the placement of the
paving.
B . Surface Preparation: Remove loose material from compacted base material surface to produce a
firm, smooth surface immediately before placing concrete.
3.02 INSTALLATION
A. Form Construction
1. Set forms to required grades and lines, rigidly braced and secured.
2. Install sufficient quantity of forms to allow continuance of work and so that forms remain in
place a minimum of 24 fours after concrete placement.
3. Check completed formwork forprade and alignment to following tolerances:
Top of forms not more than 118 in 10' -0 ".
Vertical face on longitudinal axis, not more than 1/4" in
10' -0".
4. Clean forms after each use, and coat with form release agent as often as required to ensure
separation from concrete without damage.
B . Concrete Placement
1. Comply with requirements of Section 03300.
2. Do not place concrete until base material and forms have been checked for line and grade.
Moisten base material If required to provide uniform dampened condition at time concrete is
placed. Concrete shall not be placed around manholes or other structures until they are at
the requiredfinish elevation and alignment.
3. Place concrete using methods which prevent segregation of ma. Consolidate concrete
along face of fors and adjacent to transverse joints with internal vibrator. Keep vibrator
away from pint assemblies, reinforcement, or side fors. Consolidate with care to prevent
dislocation of dowels, and joint devices.
4. Deposit and sp read concrete in continuous operation between transverse joints, as far as
possible. If int eeupted for more than 1/2 hours, place constntdbn joint. Automatio machine
may be used for curb and gutter placement et Contractor's option. Machine placement must
produce curbs and gutters to required cross section, lines, grades, finish, and jointing as
specNlad for forted concrete. If results are not acceptable, remove and replace with
formed concrete as specified.
C. Joint Construction
1. Contraction Joints: If Joints are specfied, the curb or gutter shall be constructed in uniform
sections of the length specified on the plans. The joints between sections shall be forted
either by steel templates 1/8 inch in thickness, of a length equal to the width of the gutter or
curb, and with a depth which will penetrate at least 2 inches below the surface of the curb
and gutter; or with 3/4 -Inch thick preformed expansion joint filler out to the exact cross section
of the curb or gutter; or by sawing to a depth of at least 2 inches while the concrete is
between 4 to 24 hours old. N steel templates are used, they shall be left in place until the
concrete has set sufficiently to hold Its shape, but shall be removed while the forms are still
In place.
2. Longitudinal Construction Joints. Concrete curb, concrete gutter, combination concrete curb
and gutter, where sp7basied on the plans, shall be tied to concrete pavement with 1/2 Inch
ro und, relnlorcement r of the length and spacing
3. Transverse Ex nsboints. Transverse expansion joint in curb, curb and gutter, gutter or
sidewalk shall have the filler cut to the exact cross section of the curb, curb and gutter, gutter
or sidewalk. The Joints shall be similar to the type of expansion jolts used in the adjacent
pavement.
D. Joint Fillers: Extend joint fillers full -width and depth of joint, and rat less than 1/2" or more than
1" below finished surface where Joint sealer is Indicated. If no point sealer, place top of joint filler
flush with finished concrete surface. Furnish joint fillers in one -piece lengths for full width being
placed, wherever possible. Where more than one length Is required, lace or clip joint filler
sections together.
3.03 CONCRETE FINISHING
A. After striking off and consolidating concrete, smooth surface by screening and floating. Adjust
floating to co surface and produce uniform texture. After floating, test surface for trueness
with 10' 0" straedge. Dlstribute concrete as required to remove surface Irregularities, and
refloat repaired areas to provide continuous smooth finish.
B . Work es of sidewalks, gutters, back to edge of integral curb, and forted joints with an
ed Ingtool, and round w 172" radius. Eliminate tool marks on concrete surface. After completion
of floating and troweling when excess moisture or surface sheen has disappeared, complete
surface finishing as follows:
1. Inclined Slab Surfaces: Provide coarse, nonslip finish by scoring surface with stiff- bristled
broom perpendicular to line of traffic.
2. Curbs, opfiers, and walks: Broom finish by drawing tine -hair broom across surface
perpendicular to line of traffic. Repeat operation as necessary to produce a fine line
texture.
C. Do not remove forms for 24 hours after concrete has been placed. After form removal, clean
ends of ints and point up any minor honeycombed areas. Remove and place areas or sections
with major defects, as directed.
02525 -3
02525.2 April 8, 1993
April 8, 1993
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SECTION 02584
PAVEMENT MARKINGS
PART GENERAL
1.01 RELATED REQUIREMENTS
A. Construction Drawings
B . S9cBon 02200 - Earthwork
C. Section 02230 - Paving Base Course
D. Section 02511 - Asphaltic Concrete Paving
E. Section 02513 - Portland Cement Concrete Paving
1.02 PROJECT CONDITIONS
A. Maintaln access for vehicular and pedestrian traffic as required for other oonstniction activities.
Utilize flagmen, barricades, warning signs and warning lights as required.
PART2 PRODUCTS
2.01 MATERIALS
A ry np
traft-bearing surface and shall most FS TTP -85E and mixed inuaccordance with marMaeture's
instructions before application.
PART 3 EXECUTION
3.01 PREPARATION
A. Sweep and clean surface to eliminate loose material and dust.
3.02 APPLICATION
A. Apply two 121 coats of paint at manufacturer recommended rate without the addition of thinner,
with a maximum of 100 square feet per gallon. Apply with mechanical equipment to produce
At a straightedge to ensure auniformstralghtedges. sidewalk curbs and crosswalks, use
uniform , dean, and straight stripe at the front of the store.
B. The following Rems we to be painted with the colors noted below:
1. Pedestrian Crosswaks: Yellow
2. Exterior Sldewak Curbs and Guardposts: Yellow
3. Fire Lanes: Red or per local code
4. Lane Stripkfg and Parld Lot Light Pole Bases: Yellow
Symbols: Per local5. Handicap trade
Stall Striping: Yellow, 8. Parking unless otherwise rated on plans
END OF SECTION
02584-1
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April 8, 1993
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O. ANSI/AWWA C509 - Resilient Seated Gate Valves 3 in through 12 in NPS, for Water and
Sewage Systems.
P. ANSI /AWWA C600 - Installation of Ductile -Iron Water Mains and Appurtenances.
Q. ANSI /AWWA C606 - Grooved and Shouldered Type Joints.
R. ANEJAWWA C900 - Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4 Inch through 12 Inch,
for Water.
S. ASTM B88 - Seamless Copper water Tube.
T. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120.
U. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Plpe(SDR -PR).
V. ASTM D2855 - Making Solvent- Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and
Fittings.
W. ASTM D2922 - Test Methods for Density of Soil and Soil- Aggregate In Place by Nuclear
Methods (Shallow Depth).
X ASTM D3017 - Test Methods for Moisture Content of Soil and Soil - Aggregate Mixtures.
Y. ASTM D3139 - Joints for Plastic Pressure Pipes using Flexible Elasiomerlc Seals.
Z. ASTM 03035 - Polyethylene (PE) Plastic Pipe (SDR -PR) Based on Controlled Outside Diameter.
AA. AWWA C901 - Polyethylene (PE) Pressure Pipe, Tubing, and Fltlngs,1/2 Inds through 3 Inch, for
water.
BB. UL 248 - Hydrants for Fire - Protection Service.
104 SUBMITTALS
A. Product Data: Provide data on pile materials, pipe fittings, hydrants, valves and aoce.;aorfes.
B . Manufacturer's Certificate: Co,thly that products me.. or exceed state or local requirements.
1.05 PROJECT RECORD DOCUMENTS
A. Aexuratey record actual locations of piping maim, valves, connections, and Invert elevations.
B. Identity and dow1 be unexpected variations to subsoil conditions or discovery of uncharted
utitities.
1.06 OUA_iTY ASSURANCE
A. Parforn work in accordance with ulily company and/or municipality requirements.
B . Valves: Manufacturer's name and pressure rating marked on valve body.
2.08 ACCESSORIES
A. Concrete for Thrust Blocks: Place thrust blocking consisting of 2,500 psi concrete to provide
sufficient bearing area to transmit unbalanced thrust from bends, tees, caps, or plugs to
undisturbed soil without loading undisturbed soil in excess of 2,500 Ibs/sq ft when water main
pressure is 100 psi.
MINIMUM THRUST BLOCKING BEARING AREAS
Pipe Tees 90' Bend 45' Bend 22' Bend
Dameter Sq. Ft. Sq. Ft. Sq. Ft. Sq. Ft.
4" 1.0 1.0 1.0 1.0
6" 1S 2.0 1.0 1.0
8" 2.5 3S 1.8 1.0
10" 4.0 5S 2.8 1.5
12" 6.0 8.0 4.0 20
14" 8.0 1 i.0 5.5 3.0
16" 10.0 142 7.0 4.0
B. Manhole and Cover: Refer to Section 02605.
PART EXECUTION
3.01 EXAMINATION
A. Verity existing conditions.
B . Verify that building service connection and municipal utility water main size, location and Invert are
as Indicated.
3.02 PREPARATION
A. Roam pipe and tube ends and remove burrs.
B. Remove scale and dirt, on insloe and outside, before assembly.
C . Prepare pipe connections to equipment with flanges or unions.
3.03 BEDDING
A. Excavate pipe trench in accordance with Section 02222 for work of this SLndon. Hand trim
excavation for accurate placement of pipe to elevations kxkaled.
B. Place bedding material at trench bottom, level ill materials In one continuous layer not exceeding
8 Inches compacted depth, compact to 95 percent.
C. Badkfll 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.
3.04 INSTALLATION - PIPE
A. Maintain separation of water main from sanitary and storm sewer piping in accordance with state
or kraal code.
B. Install pipe to Indicated elevation to within tolerance of 1 Inch.
C. Install ductile Iron piFinq and fittings to ANSI/AWWA C600.
D. Route pipe in straight line.
02060 - 2 02660-4
April 8, 1993 April 8, 1993
E. Install pipe to allow for expansion and contraction without stressing pipe or joirds.
F. Install access fittings to permit disinfection of water system performed under this Section.
G. Slope water pipe and position drain at low points.
H. Connections with Existing Pipelines: Where connections are made between new work and
existing piping make connection using suitable fittings for conditions encountered. Make each
connection with existing pipe at time and under conditions which least Interfere with operation of
existing pipeline.
I. Form and place concrete for thrust blocks at each elbow or change of dlrecthn of pipe main.
J. Establish elevations of buried piping to ensure not less than 30 in. of cover over the top of
pipe: In northern climates, establish elevations of buried piping to ensure 6 Inches between top
i
of pipe and frost line.
K. Baddil trench In accordance with Section 02222.
3.05 INSTALLATION - VALVES AND HYDRANTS
i
A. Install gate valves as Indicated on Drawings and supported on concrete pads with valve stem
vertical and plumb. Instal valve boxes in a manner that will not transmit bads, stress, or shock to
valve body. Center valve box over operating nut of valve vertical and plumb. Securely fit valve
box together leaving cover flush with finished surface.
B. Set hydrants plumb and locate pumper nozzle perpendicular to roadway.
C. Install fire hydrant assemblies as Indicated on Drawings in vertical and plum position with steamer
nozzle pointed toward building unless otherwise directed by local authorities. Support hydrant
f. assembly on concrete pad and firmly braced on side opposite inlet pipe against undisturbed soil
and concrete bbcWrq Place minimum of 6 cu. t. of crushed stone or gravel around hydrant base
and barrel after thrustbloddrg has cured of least 24 hours. Exercise care when baddilling and
ompacting so proper vertical position will not be altered.
C 3.06 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
r A. Sterilize distribution system with chlorine before acceptance for domestic operation. Amount of
chlorine shall be such as to provide dosage of not less than 50 parts/rdllbn. Thoroughly flush
lines before introduction of chlorinating materials and after contact period of rat less than 24
1.0 parVmfllbn .00hpeen cleanInOnes beinrqg timesis
duurringgcontact n
and close v sterilized several
After take bacteriologically test In AW WAperiod. sterilization, water and accordance with
specifications. Do not place distribution system In service until approval Is obtained form
applicable governing authorities.
3.07 SERVICE CONNECTIONS
A. Provk,e water service to utility company requirements with reduced pressure baddlow preventer
If required and water meter with by -pass valves and sand strainer.
02660 -5
April S. 1993
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DRAWINGS AVAILABLE AT THE
SECTION 02687 F B. Steel Pipe Above Ground: ASTM A120 Schedule 40 black:
3.08 FIELD QUALITY CONTROL 1. Fittings: ANSI B1 6.3, malleable Iron, ANSI B16.11, forged steel, or ASTM A234, forged
SITE GAS LINES i steel welding type.
A. Test water distribution system pipe sized installed below grade and outside building In ! 2. Joints: Threaded.
accordance with following procedures:
1. All pipework shall be tested at the pressure and leakage tests equal to the design working PART 1 GENERAL C. For Propane Systems: Copper tubing below ground: ASTM 888, Type K , internally tinned:
pressure of the pipe and maintain said pressure for not less than two hours. 1. Fittings: ANSI /AWWA 816.18, cast copper, or ANSI /ASME 816.22, wrought copper;
2. Furnish, Install, and operate the necessary connections, pump meter, and gauges. Leakage 1.01 SECTION INCLUDES internally tinned.
shall not exceed that permitted by AWWA Specifications 0600 -64for mechanical joint and 2. Joint: ANSUAWS A5.8 BCuP silver brazed.
push -on krt pipe. Prior to running arty filed test, meter shall be tested, sealed, and A. Pie and fittings for site utility natural or propane gas distribution.
approved by ap:Vlcable governing authority at Contractor's expense.
p D. For Propano Systems: Copper WbIng above ground: ASTM B88, Type K, L or ASTM 875,
3. Locate and repaaiir all looks and repeat tests until test results are satisfactory and In B . Propane storage tanks. Type GP : internal tinned:
compliance with this section. 1. Fittings: ANSUASME 86.18 cast copper, ANSUASME 816.22, wrought copper, or
4. Fumish copy of results of mete test and hydrostatic pressure test to Owner upon 1.02 RELATED REQUIREMENTS ANSUASME 816.26, cast copper, Internally tinned.
completion of water distribution becldltting operations. 2. Joint: ANSUASTM 832, Solder, Grade 95TA or ANSUAWS A5.8, BCuP silver brazed.
END SECTION
A. Section 02200 - Earthwork - E. Polyethylene Pipe: ASTM D2513, SDR 11.5 or ASTM 1678 Series 125: -
B. Section 02222 - Excavating, Baddill, and Compacting for Utilities 1. Fittings: ASTM D2513.
2. Joints: Mechanical or Compression fit.
1.03 REFERENCES 3. Trace Wire: Magnetic detectable oonductor, brightly colored plastic covering, imprinted with
Natural Gas Service" in large letters.
A. AASHTO T180 - Moisture- Density Relations of Solis Using a 104b (4.54 kg) Rammer and an
184n. (457 mm) Drop. F. Reinforced Epoxxyy Resin Piping: ASTM D2517:
1. Fittings: AS D251 .
B. ANSUASME 816.18 - Cast Copper Alloy Solder Joint Pressure Fittings. 2. Joints: Bell and spigot with epoxy resin.
3. Trace Wire: Magnetic detectable conductor, brightly colored plastic covering, imprinted with
C. ANSUASME 816.22 - Wrought Copper and Copper Alloy &alder Joint Pressure Fittings. "Natural Gas Service" In large letters.
D. ANSUASME 816.26 - Cast Copper Alloy Fittings for Flared Copper Tubes. 2.02 GAS COCKS
E. ANSI /ASME Sec. 80 - Pressure Vessels. A. Up to 2 Inches: 150 pslg (1 040 kP3) WOO, bronze body, bronze tapered plug, non - lubricated,
Teflon packing, throw ends with cast Iron curb box, cover, and key.
F. ANSUASME Sec. 9 - Welding and Brazing Qualifications. B. Over 2 Inches: 125 pslg 1[860 kPa; WOO, Steel or Cast Iron body and tapered plug,
G. ANSUASTM 832 - Solder Metal non- lubricated, Teflon picking, threaded ends, with cast Iron curb box, cover, and key.
H. ANSUASTM 01657 - Test Methods for Molsture - Density Relations of Solis and Soil - Aggregate C. 1'or applications With Lirse Pressure Greater Than 60 psig (415 KPA): Over 2 Inches (50 mm):
Mixtures Using 10 lb (4.54 Kg) Rammer and 18 Inch (457 mm) Cusp. Cast i,an body and pip, pressure lubricated, Teflon packing, flanged ends, with cast Iron curb
box, cover, and key.
I. ANSUAWS A5.8 - Brazing Filler Metal. 2.03 PRESSURE REGULATING VALVES
J. ANSUAW WA C106 - Polye"e, Encasement for Ductile Iron Plainly ivy Water and Other
A. Vall Single stage, malleable Iron body, corrosion- resistant, pressure regulator with
liquids. .. .. atmospheric vent, elevation ocmoensator, with threaded ends for 2 Inch and smaller, flanged
K. ANSI 816.3 - Malleable Iron Threaded Fittings. ends larger than 2 inch.
L. ANSI 816.11 - Forged Steel Fittings, Socket Welding and Threaded. B. Capacity: For Inlet and outlet gas pressures, specific gravity, and flow rate indicated.
M. ANSI 831.2 Fuel Gas Piping. 2.04 PROPANE STORAGE TANKS
N. ANSI 831.8 - Gas Transmission and Distribution Piping Systems. A. Construction: Closed, welded steel, tested and stamped in accordance with ANSUASME
Section 8D; minimum 250 prig (1 700 kPa) rating; cleaned, prime coated and painted wkn two
O. ANSI 2223.1 (NFPA 54) - National Fuel Gas Code. for Installation
silver anti-rust
of piping a .
andsoupplied with steel support saddles, pressure gage: tapping
P. ASME Boller and Pressure Code.
rltee
B. Vaporizer. 1,000 walla, heating cable bedded ht 1 itch of glass fiber Insulation and d by
Q. ASTM A120 - Pipe, Steel, Blade and Hot - Dipped, Zino Coated (Galvanized) Welded and flexible stainless :.feel plate, -ith thermostat in weatherproof box set to turn on at - •i,..4ress
Seamless, for Ordinary Uses. 4 = F with manual off-on switch
R. ASTM A234 - Pipe Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and Elevated C. Size:
Temperatures.
I 1. Capacity: Diameter aril length as shown on plans.
02687-1
02667 - 3
02660 - 6
April 8, 1993 April B, 1993
April 8, 1993
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PART 3SECTION02605
D. Protect and cure finished concrete paving using acceptable methods, more
1
A. Verify Hems provided by other sections of Work are property sized and located.
B .
particularly described In the "water-curing" section of ACI 308 -81.
C.
SEWER STRUCTURES
3.04 BACKFILL PART 1 GENERAL
A. After the concrete has set sufficiently the spaces In front and back of the curb and gutter or
red.elevatlon suitable material which shall be compacted
1.01 SECTION INCLUDES
B .
sidewalk shall be refilled to the requ with
until firm and solid and neMy graded. A. Monolithic concrete manholes with masonry transition to lid frame, covers, anchorage and
but prior to acing concrete for frrveR slab, set precast oormaete blocks on slab fovndatbn
the top of pie to support first plot of manhole banal which shat be lowered Into
accessories.
3.05 CLEANING AND ADJUSTING
B. Modular precast concrete manhole sections with tongue- and-groove pints with masonry transition
A. Sweep concrete ppaavemerd and wash free of stains, discoloration, dirt, and other foreign material to lid frame, covers, anchorage and accessories.
just prior to final Inspection.
C. Masonry manhole sections with masonry transition to lid frame, covers, anchorage and
B. Protect concrete from damage until acceptance of work. Exc xle traffic from yesclean least
B .
accessories.
C.
14 days after placement. When contortion traffic Is permitted, maintain pavement
D. Lay masonry units in full bed of mortar, with full head pints, uniformly jointed with other work
E.
possible by removing surface stains and spillage of materials. 1.02 RELATED REQUIREMENTS
END OF SECTION A. Section 02222 - Excavation, Bacdill, and Compacting for UtlliBes
H. Cut and fit for pipes.
B. Section 02720 - Storm Sewer Systems
jJ. Grout base of shaft sections to achieve slope to exit piping. Trowel smooth. Contour as
C. Section 02730 - Sanitary Sewer Systems
I
K. Coordinate with other sections of work to provide correct size, shape, and location.
D. Section 03300 - Cast -In -Place Concrete
02605-3
1.03 REFERENCES
A. ANSI /ASTM C55 - Concrete Building Brick.
B. ASTM A48 - Gray Iron Castings.
C. ASTM 0478 - Precast Reinforced Concrete Manhole Sections.
D. ASTM C923 - Resilient Connectors Between Reinforced Concrete Manhole Structures and
Pipes.
E. ASTM D1248 - Precast Polyethylene Manholes.
F. International Masonry Industry AN-Weather Council (IMIAC): Recommended Practices and Guide
Specification for Cold Weather Masonry Construction.
1.04 SUBMITTALS
A. Shop Drawings: Indicate manholes locations, elevations, piping, sizes and elevations of
penetrations.
B . Product Data: Provide manhole covers, component contortion, features, configuration, and
dimensions.
PART2 PRODUCTS
201 MATERIALS
A. Manhole Sections: Reinforced precast concrete. in accordance with ASTM C478 with gaskets in
accordance with ASTM 0923.
1. Construct manholes of precast concrete sections as required by Drawings to size, shape,
and depth Indicated, but never less than V -0" Inside diameter.
i
02605.1
02525-4
April 8,1993
April 8, 1993
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PART 3 EXECUTION
j 3.01 EXAMINATION
1
A. Verify Hems provided by other sections of Work are property sized and located.
B . Verif y that buiH•in Hems are in proper location, and ready for roughing into Work.
C. Verify excavation for manholes Is correct.
3.02 PREPARATION
t
A. Coordinate placement of Inlet and outlet pipe or dud sleeves required by other sections.
3.03 PLACING MANHOLE SECTIONS
A. Place base pad, trowel top surface level for cast4n• place bases.
B . Place manhole sections plumb and level, trim to oonW elevations, anchor to base pad.
1. After campletbn of excavation, settlrq relrgordng steel and placing Inlet and outlet pipes,
but prior to acing concrete for frrveR slab, set precast oormaete blocks on slab fovndatbn
the top of pie to support first plot of manhole banal which shat be lowered Into
excavation, grooved end first, and sat on cohxxete t>lodca. Alen and adjust io proper grade
prior to placing irweR slab which shall be poured Irrmnmedlatey attar setdng of first section of
manhole loam .
2. groove -
Place "Ram -nek", erxls and allow too set in accordance with manufacturer reoommendatlons.
or equivalent, plasdc rope on tongue end. Lower rtemd section into position, and remove
excess material form interior of structure. Add additional material on exterior of pint, H
necessary, for completely watertight pint.
3.04 MASONRY CONSTRUCTION
A. Maintain masonry courses to uniform dimension. Form vertical and horizontal pints of uniform
thickness.
B . Lay masonry units in running bond. Course one unit and one mortar pint to equal 8 Inches.
C. Form flush mortar pints.
D. Lay masonry units in full bed of mortar, with full head pints, uniformly jointed with other work
E. Install pint reinforcement 16 inches o.c.
Place joint reinforcement in first and second horizontal joints above base pad and below lid frame
opening.
G. As work progresses, build -In fabricated metal items.
H. Cut and fit for pipes.
I. Set cover frames and covers level without tipping, to correct elevations.
jJ. Grout base of shaft sections to achieve slope to exit piping. Trowel smooth. Contour as
required.
I
K. Coordinate with other sections of work to provide correct size, shape, and location.
END OF SECTION
02605-3
April 8, 1993
THIS FILM WAS PRODUCED FROM
THE BEST AND M03T COMPLETE i
DRAWINGS AVAILABLE AT THE
TI OF FILMING;.
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9