HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (35)31700 GRAPE STREET 2077 4/30
WAL -MART
PART2 PRODUCTS
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PART 3 EXECUTION
Not Used.
END OF SECTION
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SECTION 01700
03163
CONTRACT CLOSEOUT
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Closeout procedures.
2. Final cleaning.
3. Project record documents.
4. Warranties and bonds.
1.02 CLOSEOUT PROCEDURES
A. Documentation of scheduled Date of Substantial Completion: Comply with procedures in Document
00800.
B. When Contractor considers Work to be Substantially Complete, submit written certification to Wat-
Mart's Construction Manager that:
1. Contract Documents have been reviewed.
2. Work has been inspected.
3. Work is complete in accordance with Contract Documents.
4. Work is ready for Inspection.
C. Final Closeout Submittals. Before final application for payment will be approved, following submittals
must be received and approved by Wal -Mart:
1. Original Certificate of Occupancy.
2. Submittals required by goveming authorities.
3. Final application for payment listing original Contract Sum, previous adjustment, previous
payments, and sum remaining due.
4. Final list of Subcontractors used.
5. Final lien waivers from Contractor and all Subcontractors on Wal -Mart form.
6. Contractor's Statement of Warranty.
7. Completed Operations Bond.
8. Consent of Surety to final payment.
9. Substantial Completion punch list showing items completed and approved by Wal -Mart.
10. Warranties:
a. Termite protection warranty; Section 02281.
b. Landscape and iripation system warranty; Section 02810.
c. Roof bond and roofing guarantee; Section 07511 or 07525 as applicable.
d. Automatic Door warranty, Section 08460.
e. Masonry weatherproofing system warranty; Section 09800.
f. Hot water heater warranty; Section 15455.
11. Test reports and certifications:
a. Oil storage tank registration, permits, ar . certificates; Section 11140, H used.
b, Energy management system test report: Section 13810.
C. Fire sprinkler system material and test certificate; Section 15300.
d. HVAC system start-up and test report; Section 15500.
e. Electrical system test report; Section 16011.
12. Project Record Documents.
1.03 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean Interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and
foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.
C. Clean equipment and fixtures to a sanitary condition.
D. Clean or replace filters of operating equipment.
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WM - Lake Elsinore, CA July 16, 1993
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F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or
damage.
G. Arrange storage of products to permit access for inspection. Periodically inspect to assure products
are undamaged and are maintained under specified conditions. `
1.06 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any product meeting those
standards or description.
B. Products Specified b;, Naming One or More Manufacturers: Products of manufacturers named and
meeting specifications; no options or substitutions allowed.
1.07 SUBSTITUTIONS
A. Substitutions of products in place of those specified will not be allowed. t
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PART PRODUCTS
2.01 MATERIALS
A. Provide Interchangeable components of the same manufacturer. for similar components.
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PART 3
1 !
EXECUTION
3.01 INSTALLATION OF WAL -MART AND OW JER FURNISHED PRODUCTS
A. Install in accordance with manufacturers instructions.
B. Unpack and set in place, plumb, level, and secure. j
C. Connect to mechanical, plumbing, and electrical systems as required.
D. Remove packaging and clean products. l
E. Test and adjust as required.
END OF SECTION
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SECTION 01700
03163
CONTRACT CLOSEOUT
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Closeout procedures.
2. Final cleaning.
3. Project record documents.
4. Warranties and bonds.
1.02 CLOSEOUT PROCEDURES
A. Documentation of scheduled Date of Substantial Completion: Comply with procedures in Document
00800.
B. When Contractor considers Work to be Substantially Complete, submit written certification to Wat-
Mart's Construction Manager that:
1. Contract Documents have been reviewed.
2. Work has been inspected.
3. Work is complete in accordance with Contract Documents.
4. Work is ready for Inspection.
C. Final Closeout Submittals. Before final application for payment will be approved, following submittals
must be received and approved by Wal -Mart:
1. Original Certificate of Occupancy.
2. Submittals required by goveming authorities.
3. Final application for payment listing original Contract Sum, previous adjustment, previous
payments, and sum remaining due.
4. Final list of Subcontractors used.
5. Final lien waivers from Contractor and all Subcontractors on Wal -Mart form.
6. Contractor's Statement of Warranty.
7. Completed Operations Bond.
8. Consent of Surety to final payment.
9. Substantial Completion punch list showing items completed and approved by Wal -Mart.
10. Warranties:
a. Termite protection warranty; Section 02281.
b. Landscape and iripation system warranty; Section 02810.
c. Roof bond and roofing guarantee; Section 07511 or 07525 as applicable.
d. Automatic Door warranty, Section 08460.
e. Masonry weatherproofing system warranty; Section 09800.
f. Hot water heater warranty; Section 15455.
11. Test reports and certifications:
a. Oil storage tank registration, permits, ar . certificates; Section 11140, H used.
b, Energy management system test report: Section 13810.
C. Fire sprinkler system material and test certificate; Section 15300.
d. HVAC system start-up and test report; Section 15500.
e. Electrical system test report; Section 16011.
12. Project Record Documents.
1.03 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean Interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and
foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces.
C. Clean equipment and fixtures to a sanitary condition.
D. Clean or replace filters of operating equipment.
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B . Once a week, the Contractor shall gather current progress information as of a given date (Data Date)
and submit this data to the Wal -Mart Construction Manager for processing. The Wal -Mart
Construction Manager will process the update data and produce a Progress Schedule, in a format
similar to the Final Construction Schedule, which displays a "window" of the schedule encompassing,
at a minimum, two weeks prior to the update's data date and ending four (4) weeks subsequent tothecurrentdatadate (6 -Week Window).
C. If the updated schedule reveals that the current critical path(s) are in jeopardy, the Owner may direct
the Contractor to take such corrective action as may be necessary to recover from the delay(s).
1.06 SCHEDULE REVISIONS
A. It the Contractor wishes to make changes in its method of operating and /or sequencing of the Work, he shall notify the Owner in writing stating the rea.;ons for the changes, and provide a written
description of the proposed schedule revisions. Upon review and approval of the changes, the
Owner will direct its Schedule and provide a reproducible copy of the revised schedule, which will be
jointly signed by the Owner and the Contractor, signifying acceptance by both parties. At a minimum
proposed schedule, revisions may riot delay contractual milestone dates, after interface with other
contractors, modify the overall flow of the Work, or result in an increase in the Contract Sum.
B FrnT, time- to -t:me, the Owner or the Contractor may Identify minor revisions to the approved
struction Schedule which better represent the Intent of the construction plan. Such minor
revisions will be incorporated into the approved Construction Schedule upon agreement by theOwnerandtheContractorandwillbedocumentedinwritingbytheContractor.
1.07 RECOVERY PLAN
A. Should the updated Construction Schedule show the Contractor path activities, the Contractor shall
Immediately devise a plan for recovery of the lost time within the subsequent reporting period. The
Contractors recovery plan will be reviewed at the jobsite Progress Meeting, or as soon as possible
thereafter. Once approved by the Owner, the Contractor shall immediately put the recovery planIntoaction.
B. During the period covered by the recovery plan, the Contractors progress will continue to be
monitored against the approved Construction Schedule. If, by the next Progress Meeting, theContractorhasnotrecoveredfromthedelay, ft shall immedlately prepare a revised recovery plan for
approval by the Owner. Persistent failure on the part of the Contractor to recover from its delays will
constitute grounds for the Owner to take corrective action, as provided in the Contract, to ensure
satisfactory completion of the Project.
C. The Contractor shall bear all costs related to recovery from its delays, including costs incurred by theOwner.
1.08 DEFINITIONS
A. Beneficial occupancy, or possession of the Project, or a portion thereof, shall be the point at which
the Owner may saf occupy the related Work for the purpose In which it was Intended. Possession
by the Owner of Incomplete Work does not constitute Substantial Completion.
B. Final completion of the Project Is the point at which the Contractor has completed all requirements of
the Contract, Including punch lists, cleanup, maintenance manuals and project Closeout activities.
C. Float related to an activity, or path of activities, Is the number of wotdng- days' - difference betweentheEarlyFinishdateandtheLateFinishdate. Activities with float values greater than zero (0) may bedelayed, without affecting tt!e associated Contractual Milestone, to the extent of the float beingreducedtozero. Activities wilh float values of zero or less are critical to the timely occurrence of the
associated Contractual Milestone. Float is rat for the exclusive use of either party to the Contract. Float will be administered by the Owner to the benefit of the Project as a whole.
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1.09 CONTRACTUAL MILESTONES
A. The Milestone Date, Possession, as shown in the Master Construction Schedule, will not beextendedforanyreasonexceptbyconsentoftheOwner.
PART PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
01310-3
WM - Lake Elsinore, CA
July 16,1993
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WM: SECTION 01410
TESTING LABORATORY SERVICES 09172
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Selection and payment.
2. Laboratory responsibilities.
3. Laboratory reports.
4. Limits on testing laboratory authority. 5. Contractor responsibilities.
6. Schedule of Inspections and tests.
1.02 RELATED SECTIONS
A. Document 00800 - General Conditions: Inspections, testing, and approvals required by publicauthorities.
B. Section 01700 - Contract Closeout: Project Record Documents.
C. Individual Specification Sections: Inspections and tests required, and standards for testing.
1.03 REFERENCES
A. ASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil andRockasUsedInEngineeringDesignandConstruction.
B. ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, andBituminousMaterialsasUsedinConstruction,
1.04 SELECTION AND PAYMENT
A. Owner will employ and pay for services of an Independent testing laboratory to perform specifiedInspectionandtesting.
B. Employment of testing laboratory shall In no way relieve Contractor of obligation to perform work inaccrdancewthrequirementsofContractDocuments.
1.05 QUALITY ASSURANCE
A. Comply with requirements of ASTM E329 and ASTM D3740.
B. Laboratory: Authorized to operate in state In which Project is located.
C. Laboratory Staff: Maintain a full time registered Engineer on staff to review services.
0. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to eitherNationalBureauofStandards (NBS) Standards or accepted values of natural physical constants.
1.06 LABORATORY RESPONSIBILITIES
A. Test samples of mixes submitted by Contractor.
B. Provide qualified personnel at site. Cooperate with Wal -Mart's Construction Manager and Contractorinperformanceofservices.
C. Perform specified inspection, sampling, and testing of Products in accordance with specifiedstandards.
D. Ascortain compliance of materials and mixes with requirements of Contract Documents.
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01410 -1
July 16, 1933
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E. Promptly notify Wal -Mart's Construction Manager, Architect, and Contractor of observed irregularities
or non - conformance of Work or Products.
1. If, observed deviations will be probable cause of subsequent rejection of material, inform
Contractor and Wal -Mart so that timely decison may be made as to whether or not to continue
operations.
F. Perform additional Inspections and tests required by Wal -Mart's Construction Manager.
1.07 LABORATORY REPORTS
A. Immediately after each Inspection and test, promptly submit one copy of laboratory report io:
1. Wal -Mart's Construction Manager.
2. Architect.
3. Architect's Engineer when applicable.
4. Contractor.
5. Subcontractor, supplier, or fabricator.
6. Local authorities having jurisdiction when required.
B. Include:
1. Date Issued.
2. Project title and number.
3. Name of inspector.
4. Date and time of sampling or Inspector.
5. Identification of product and Specifications Section.
6. Location in the Project.
7. Type of Inspection or test.
8. Date of test.
9. Results of tests.
10. Conformance or non conformance with Contract Document requirements.
11. When test results indicate non conformance with Contract Document requirements, include
recommendation for corrective action.
C. When requested by Wal -Mart's Construction Manager, provide Interpretation of test results.
1.08 LIMITS ON TESTING LABORATORY AUTHORITY
A. Laboratory may not:
1. Release, revoke, after, or enlarge on requirements of Contract Documents.
2. Approve or accept any portion of the Work.
3. Assume any duties of Contractor.
4. Stop the Work.
1.09 CONTRACTOR RESPONSIBILITIES
A. Deliver to laboratory at designated location, adequate samples of materials proposed to be used
which require testing, along with proposed mix designs.
B. Cooperate with laboratory personnel, and provide access to the Work and to manufacturer's facilities.
C. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle
samples at the sfte or at source of products to be tested, to facilitate tests and Inspections, storage
and curing of test samples.
D. Notify Wal -Mart's Construction Manager, Architect, and laboratory 24 hours prior to expected time for
operations requiring Inspection and testing services.
E. Arrange and pay for additional samples and tests required by Contractor beyond specified
requirements.
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PART2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
WM - Lake Elsinore, CA
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SECTION 01500
WM: 052093
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Temporary electricity, lighting, heat, ventilation, telephone, water, and sanitary facilities.
2. Temporary barriers, fencing, water control, and enclosures.
3. Field offices and sheds.
4. Construction aids.
5. Protection of Installed work.
6. Security.
7. Progress cleaning.
8. Removal of utilities, facilities, and controls.
1.02 RELATED SECTIONS
A. Section 01700 -Contract Closeout: Final cleaning.
1.03 TEMPORARY ELECTRICITY
A. Provide and pay for power service required from utility source.
B. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits
for power and lighting. Provide temporary feeders to limit voltage loss to 5% overall from local utility
power lines to provide electric requirements for project during construction.
C
Section 16400 - Serviceltngd Distribution or Installation requirements Center (EDC), when used. See
D. Temporary electrical service shall Include, but is not limited to the following:
1. Coordination with local utility for providing primary service and permanent site electrical
transformer.
2. Coordination of site grading and preparation for primary power and permanent site electrical
transformer installation.
3. Coordination of structural foundation requirements to support Electrical Distribution Center
when used) as specified in Section 16400.
4. Coordination and availability of crane servces as required for erection and installation of
Electrical Distribution Center (when used).
1.04 TEMPORARY LIGHTING
A. Provide and maintain lighting for construction operations. Provide temporary ligghting equal to one
200 watt lamp per 100 square feet of floor space. Provide for motors up to 1/2 HP, 120 volt only.
Furnish sufficient number of outlets so that extension cords of not over 50 feet will reach work
requiring light and power.
B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and
lamps as required.
C. Maintain lighting and provide routine repairs.
D. Permanent building lighting may be utilized during construction.
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E. Clean debris from roofs, gutters, downspouts, and drainage systems.
F. Clean site; sweep paved areas, rake clean landscaped surfaces.
G. Remove waste and surplus materials, rubbish, and construction facilities from the site.
1.04 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents; record actual revisions to the Work:
1. Contract Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
B. Store Record Documents separate from documents used for construction.
C. Record information concurrent with construction progress. Do not permanently conceal work until
required information has been recorded.
D. Specifications: Legibly mark and record at each Product section description of actual Products
installed, Including the fo \lowing:
1. Manufacturer's name and product model and number.
2. Product substitutions or affemates utilized.
3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each Hem to record actual construction
Including:
1. Measured depths of foundations in relation to finish floor datum.
2. Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
3. Measured locations of infernal utilities and appurtenances concealed in construction, referenced
to visible and accessible features of the Work.
4. Field changes of dimension and detail.
5. Details riot on original Contract Drawings.
F. Operation and Maintenance Data: Submit to Owner, 14 days prior to final inspection, three suitably
bound sets of descriptive literature, maintenance and operation data, and parts lists for each item of
equipment provided under this Contract that will require maintenance or special operating
procedures, Including drawings, instructions, or manuals supplied with equipment furnished by others
grid installed under this Contract.
1.04 WARRANTIES AND BONDS
A. Provide duplicate copies.
B. Assemble documents from Subcontractors, suppliers, and manufacturers.
C. Submit prior to final Application for Payment.
L. For equipment put Into use with Owner's acceptance during construction, submit within ten days after
first operation, listing !9te of acceptance as start of warranty period..
E. For Hems of Work delayed materially beyond Date of Substantial Completion, provide updated
submittal within ten days after acceptance, listing date of acceptance as start of warranty period.
F. As .amble in three -ring binder with typed table of contents.
WM - Lake Elsinore, CA
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PART2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
END OF SECTION
01700-3
WM - Lake Elsinore, CA
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SECTION 02515
UNIT PAVERS
10282
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Brick pavers.
2. Mortar bed and grouted Joints.
3. Accessories.
B. Related Sections:
1. Section 03300 - Cast -in -Place Concrete.
1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A 185 - Steel Welded Wire, Fabric, Plain, for Concrete Reinforcement.
2. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar.
3. ASTM C150 - Standard Specification for Portland Cement.
4. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes.
B . Brick Institute of America (BIA):
1. BIA -M1 - Portland Cement -Lime Mortar for Brick Masonry.
PART2 PRODUCTS
2.01 MATERIALS
A. Pavers: Solid uncored extruded clay brick pavers.
1. Compressive Strength: 8,000 psi.
2. Average Cold Water Absorption: 8 percent maximum.
3. Saturation Coefficient: 0.78 maximum.
4. Size: Nominal 4 x 8 Inches.
5. Color: Red.
B. Paver Substitutions: As accepted by Wal -Mart Construction Manager.
C. Base: 4" thick recessed concrete.
D. Portland Cement: ASTM C 150, Type I, gray color.
E. Hydrated Lime: ASTM C 207, Type S.
F. Sand: ASTM C 144, sharp, coarse, clean, screened sand free from deleterious material, complying
with following gradation:
Sieve Size Percent Passing
No. 4 100
No. 8 95 to 100
No. 16 60 to 100
No. 30 35 to 70
No. 50 15 to 35
No. 100 2 to 15
No. 200 0 to 2
G. Water: Clean, potable, and free of deleterious amounts of acids, alkalies, or organic materials.
H. Admixtures: No air - entraining admixtures, antifreeze compounds, or substances used to lower
freezing point of mortar shall be used. No calcium chloride or admixtures containing calcium chloride
shall be used in mortar in which reinforcement, metal ties, or anchors are embedded.
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1.05 TEMPORARY HEAT
A. Provide and pay for heat devices , nd heat as required to maintain specified conditions for
construction operations.
B. Prior tooperatiL• permanent equipment for temporary heating purposes, verify that installation is
approved for operation, equipment is lubricated and filters are in place. Provide and pay for
operation, maintenance, and regular replacement of filters and wom or consumed parts.
C. Maintain minimum Prnbient temperature of 50 degrees F in areas where construction is in progress,
unless indicated otherwise in specifications.
1.06 TEMPORARY VENTILATION
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
1.07 TELEPHONE SERVICE
A. Provide, maintain and pay for telephone service to field office at time of project mobilization.
1.08 TEMPORARY WATER SERVICE
A. Provide, maintain and pay for suitable quality water service required for construction operations.
B. Extend branch piping with outlets located so water Is available by hoses with threaded connections.
Provide temporary Insulation to prevent freezing.
1.09 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required chemical toilet facilities.
1.10 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas.
B. Protect non -owned vehicular traffic, stored materials, site and structures from damage.
1.11 WATER CONTROL
A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping
equipment.
B. Protect site from puddling or running water. Provide water barriers as required to protect site from
soil erosion.
1.12 EXTERIOR ENCLOSURES
A. Provide temporary weather -tiOM closure of exterior openings to provide acceptable working
conditions and protection for Products, to allow for temporary heating and maintenance of required
ambient temperatures Identified in Individual specification Sections, and to prevent entry of
unauthorized persons.
B. Provide access doors with self- closing hardware and locks.
1.13 FIELD OFFICES AND SHEDS
A. Contractor's Office:
1. ;Size as required for Contractors use and to provide space for project meetings.
2. Adequate electrical power, ligMlnp heating, and cooling to maintain human comfort.
3. Office space with desk and chair, layout table, plan rack, and facilities for storage of Project
Record Documents.
4. Furnishings in meeting area:
a. Conference table and chairs for at least eight persons.
b. Racks and files for Project Record Documents in, or adjacent lo, the meeting area.
c. Other furnishings: Contractors option.
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B. Storage Sheds: Structurally sound, weathertight, on proper foundations, with floors raised above
ground.
C. Locate office and sheds minimum 30 feet from structures.
1.14 CONSTRUCTION AIDS
A. Provide construction aids required to facilitate execution of Work, including stairs, ladders, ramps,
staging, platforms, railings, cranes, scaffolds, hoists, chutes, runways, and other required facilities
and equipment.
B. Coordinate crane service required required for erection of structural steel, installation of HVAC
Rooftop Units, Electrical Distribution Center (when used), and other crane services as required to
accommodate Wal -Mart's needs.
1.15 PROTECTION OF INSTALLED WORK
A. Protect Installed Work; provide special protection where specified in individual specification Sections.
B. Provide temporary and removable protection for installed Products. Control activity in Immediate
work area to minimize damage.
C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage. or movement of
heavy objects, by protecting with durable sheet materials.
E. Minimize traffic and storage on roofed surfaces. If traffic or storage is necessary, obtain
recommendations for protection from roofing material manufacturer.
F. Do not operate cranes or other heavy equipment on concrete floor slabs 0 damage could result from
such operations.
1.16 SECURITY
A. Provide security and facilities to protect Work and Owner's operations from unauthorized entry,
vandalism, or theft.
1.17 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly
condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or
remote spaces, prior to enclosing the space.
C. Broom and vacuum clean Interior areas prior to start of surface finishing, and continue cleaning to
eliminate dust.
D. Remove waste materials, debris, and rubbish from site periodically and dispose off -she.
1.18 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Final
Application for Payment inspection.
B. Clean and repair damage caused by Installation or use of temporary work.
C. Restore existing facilities used during construction to original condition. Restore permanent facilities
used during construction to specified condition.
01500 -3
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SECTION 01600
E WM: 10272
MATERIAL AND EQUIPMENT
E PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Definitions.
2. Reference standards,
3. Transportation and handling.
4. Storage and protection.
5. Product options.
6. Substitutions.
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7. Installation of Wal -Mart and Owner furnished products.
1.02 DEFINITIONS
A. Products: Defined as new material, machinery, components, equipment, fixtures, and systems
forming the Work. Does not include machinery and equipment used for preparation, fabrication,
conveying and erection of the Work. Products may ads,) include existing materials or components
required for reuse.
1.03 REFERENCES
A. Conform to reference standard by date of Issue current on date of Contract Documents.
B. Obtain copies of standards when required by Contrar Documents.
C. Should specified reference standards confr ct with Contract Documents, request clarification for
Architect before proceeding.
ID. The contractual relationship of the parties to the Contract shall rat be altered from the Contract
Documents by mention or inference otherwise in any reference document.
f 1.04 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturers instructions. Ensure delivery of
products at.such stages of work in order to expedite the Work and minimize storage requirements.
1 B. Promptly Inspect shipments to assure that products comply with requirements, quantities are correct,
and products are undamaged.
C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement,
and damage. Damaged products shall not be used In the Work.
D. Provide safe storage of both Owner furnlshsd and Contractor furnished products. Mark products so
as tr be easily checked and Inspected.
1.05 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturers Instructions, with seals and labels Intact
and legible. Store sensitive products in weather - tight, climate controlled enclosures.
B. For exterior storage of fabricated products, place on sloped suppers, above ground.
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C. Provide off -site storage and protection when site does rat permit on -site storage or protection.
D. Cover products subject to deterioration with Impervious sheet covering. Provkdn ventilation to prevent
icondensation.
E. Store loose granular materials on solid flat surfaces in a well- drained area. Prevent mixing with
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foreign matter.
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2.02 MIXES
A. Mortar:
1. Type M ponland cement -lime mortar, BIA -M1.
2. Compressive Strength: 400 psi.
B. Add admixtures in accordance with manufacturer's instructions.
C. Thoroughly mix ingredients in quantities required for Immediate use.
D. Use within two hours after mixing. Do not retemper thereafter.
PART 3 EXECUTION
3.01 PREPARATION
A. Verify hems provided by other Sections of work are property sized and located.
B. Establish lines, levels, and ooursing. Protect from disturbance.
C. Verify substrate is ready to support pavers and Imposed loads. Clean substrate to remove dirt,
dust, debris, and loose particles.
D. Control substrate and brick suction by wetting substrate and brick prior to laying brick. Repave
surface water from substrate approximately one hour before placing mortar bed. Wetted brick shall
be surface dry.
E. Provide temporary bracing during Installation of paver work.
3.02 INSTALLATION
A. Lay pavers In full mortar bed to support pavers over full bearing surface.
B. Place pavers to lines and levels and in pattern as shown on Drawings, properly jointed with other
work.
C. Place pavers Into position being careful not to damage units. Align and shim as work progresses.
Bricks with chips, cracks, voids, discoloratlons, or other defects are not acceptable.
D. Place half units or special shaped units at edges and Interruptions. Machine saw partial units. Take
care to prevent breaking masonry unit comers or edges.
E. Maintain uniform joint width of J/8 Inch between pavers and at abutting vertical surfaces and
p. otruslons.
F. To accommodate mortar, rake out joints 1/4 to 3/8 Inch deep.
G . Fill joints with mortar. Pack and work into voids.
H. Tool surface to concave joint.
3.03 TOLERANCES
A. Variation from Unit to Adjacent Unit: 1/32 inch maximum.
B . Variation from Level: 1/8 Inch in 3 feet; 1 /4 Inch in 10 feet.
3.04 CUTTING AND FITTING
A. Cut and fit for chases, pipes, conduit, sleeves, or grounds. Cooperate with other Sections of work
to provide correct size, shape, and location.
B. Obtain approval prior to cutting or fitting any area not indicated or where appearance or strength of
masonry work may be impaired.
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3.05 CLEANING
A. Allow pavers and mortar to dry before cleaning pavers.
B . Clean soiled surface using cleaning solution and non - metallic tools as recommended by paver
manufacturer to prevent harm to pavers, joint materials, or adjacent surfaces.
C. Rinse surfaces with clean water.
D. Remove excess materials and broom clean pavers.
END OF SECTION
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SECTION 02710
SUBDRAINAGE SYSTEMS
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Subdrainage system behind retaining wall at building perimeter.
2. Filter aggregate and setting bed.
1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM D2729 - Poly(Vinyl Chtonde)(PVC) Sewer Pipe and Fittings.
10010
PART PRODUCTS
2.01 PIPE MATERIALS
A. Polyvinyl Chloride Pipe: ASTM D2729; perforated; 4 Inch Inside diameter; with required fittings.
2.02 FILTER AGGREGATE
A. Coarse Filter Agggregate: Clean well graded natural gravel or crushed stone; free from shale, clay,
organic materials and debris; 318 to 1 -1/2 Inch in size.
2.03 FILL MATERIAL
A. Type specified for remainder of building pad.
2.04 ACCESSORIES
A. Joint covers and pipe sleeves as roquired for installation.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that excavation base is ready to receive work, and excavations, dimensions, and elevations are
as indicated on Drawings.
B . Beginning of installation means acceptance of existing conditions.
3.02 PREPARATION
A. . xand trim excavations to required elevations. Correct over excavation with fill material of coarse
aggregate.
B. Remove large stones or other hard matter which could damage drainage tile or Impede consistent
backfilling or comr:adion.
3.03 INSTALLATION
A. Install and join !pipe and pipe fittings.
1. Place pipe with perforations at 45 degree addle downivara toward base of retaining wall.
2. Install coarse aggregate bed and surrounding cover as indicated on Drawings, minimum 12 inch
depth.
3. Join pipe ends mechanically or using joint cover material.
B . Do not disturb drainage system in subsequent backfilling compaction operations.
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