HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (5)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 to
the current data date (6 -Week Window).
yC
thehConntractor to takelsuch corrective action as aybet pnecessary to
jeopardy, the
thedelay(s),direct
1.06 SCHEDULE REVISIONS
A. If the Contractor wishes to make changes in Its method of operating and/or sequencing of the Work,
dies ptbn of thethe cosed sscche dulalaetrrevisioons ,
Iponorelviieechanges,
an aroval W
provide changes, the
Owner waft direc4 its Scheduled provide a reproo:rcible copy of the revised schedule, which will be
jointly sipnad by the Owner and the Contractor, signNying acceptance by both parties. At a minimumproposedschedule, revisions may rat deli , oontradua milestone dates, after interface with othercontractors, modify the overall flow of the Work, or result in an increase In the Contract Sum:
B. From tine -to -time, the Owner or the Contractor may Identify minor revisions to the approved
Construction Schedule which better represent the Intent of the aonstnwclion plan. Such minor
Owned the
Contractorat
d willbe documented t,r writingg by the Contractor. nil by the
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 subsew7uent reporting period. The
Contractor's recovery plan will be reviewed at the Prowess Meeting, or as soon as possible
thereafter. Once approved by the Owner, the Cokid r shall Irr atey put the recovery plan
Into action.
B. During the period covered by the recovery plan, the Contractors progress will continue to bemonitoredagainsttheapprovedConstructionSchedule. B, by the next Progress Meeting, the
Contractor has riot recovered from the delay, it shell knnrodlatsy prepare a revised remsry plan for
approval by the Owner. Persistent failure on fie part of the Cohoacfor to recover from its delays willconstitutegroundsfortheOwnertotakecorrectiveaction, 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 the
Owner.
1.08 DEFINITIONS
A. Beneficial occupancy, or possession of the Project, or a portion thereof, shall be the point at whichtheOwnermaysafelyocWpytherelatedWorkforthepurposeinwhichitwasIntended. Possession
by the Owner of incomplete Work does not constitute Substantial Completion.
B .
tthhee aContrra
rtMlo
hDpunch [ft dew", maintenance masts and pro*
completed
oseout
requirements of
C. Float related to an activity, or path of allies, is the number of working- days' - difference between
the Early Finish dated they bate Finish date. Activities with float values greater than zero (0) may be
delayed, without affecting the associated Contractual Milestone, tc the extent of the float being
reduced to zero. Activities with
associated Contractual Mftestona. Float is not for the exclusivese of
to the
parity two theeContrade
Float will be administered by the Owner to the benefit of the Project as a whole.
01310-2
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1.09 CONTRACTUAL MILESTONES
A. The Milestone Date, Possession, as shown in the Master Construction Schedule, will not be
extended for any reason except by consent of the Owner.
PART PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
WM - Lake Elsinore, CA
END OF SECTION
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SECTION 01410
WM: 09172
TESTING LABORATORY SERVICES
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Selection and payment.
2. Laboratory responsibilities.
3. Laboratory reports.
4. Limits on testing laboratory authority.
S. Contractor responsibilities.
6. Schedule of inspections and tests.
1.02 RELATED SECTIONS
A. Document 00800 - General Conditions: Inspections, testing, and approvals requirad by public
B. Section 01700 - Contract Closeout: Project Record Documents.
C. Individual Specification Sections: Inspections and tests required, and standards for testing. i
1.03 REFERENCES (i
A. ASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and
Rock as Used in Engineering Design and Construction.
B. ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel, and
Bituminous Materials as Used in Construction.
1.04 SELECTION AND PAYMENT
A. Owner will employ and pay for seMces of an independent testing laboratory to perform specified
Inspection and testing.
R Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work In
accordance with requirements of Contract Documents.
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.
D. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to either
National Bureau of Standards (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 Manage and Contractor jinperformanceorservices.
C. Perform specified inspection, sampling, and testing of Products in accordance with specified
standards.
D. Ascertain compliance of materials and mixes with requirements of Contract Documents.
WM - Lase Elsinore, CA
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PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
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 by 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.
PART2 PRODUCTS
2.01 MATERIALS
A. Provide Interchangeable components of the same manufacturer, for similar components.
PART 3 EXECUTION
3.01 INSTALLATION OF WAL -MART AND OWNER FURNISHED PRODUCTS
A. Install in accordance with manufacturers Instructions.
B. Unpack and set in place, plumb, level, and secure.
C. Connect to mechanical, plumbing, and electrical systems as required.
D. Remove packaging and clean products.
E. Test and adjust as required.
END OF SECTION
01600 -2
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WM - Lake Elsinore, CA July 16, 1993
WM - Lake Elsinore, CA July 16, 1993
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WM.
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 Wal-
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. Contractors 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 10 atlon 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.
1. Hot water heater warranty; Section 15455.
11. Test reports and certifications:
a. Oil storage tank registration, permits, and certificates; Section 11140, If 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 exposeu 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.
01700-1
WM - Lake Elsinore, CA July 16, 1993
E. Promptly notify Wal -Mart's Construction Manager, Architect, and Contractor of observed irregularities
or non - conformance of Work or Products.
1. ff, observed deviations will be probable cause of subsequent rejection of material, inform
Contractor and Wal -Mart so that timely deolson may be made as to whether or not to continue
operations.
F. Perform additional inspections and tests required by Wal- Marl's Construction Manager.
1.07 LABORATORY REPORTS
A. Immediately after each Inspection and test, promptly submit one copy of laboratory report to:
1. Wal -Mart's Construction Manager.
2. Architect.
3. Architect's Engineer when applicable.
4. Contactor.
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 cf Inspection or test.
8, Date of too
Results of tests.
10. Conformance or ran conformance with CorHact Document requirements.
11. When test results indicate ran conformance with Contact Document requirements, Include
recorn mendabon for oorreolive action.
C. When requested by Wall- Mart's Constriction Manager, provide Interpretation of test results.
1.08 LIMITS ON TESTING LABORATORY AUTHOPITY
A. Laboratory may not:
1. Release, revoke, alter, or enlarge on requirements of Contact Documents.
2. Approve or accept any portion of the Work,
3. Assume arty d eb of Contactor.
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 mbr designs.
B. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers Iacilitles.
C.
s
Provide
amples M the site oar atsource of rproduccttsvtoo be tested, o facilitate tests andto obtain and handle
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 sp9chied
requirements.
01410 -2
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PART PRODUCTS
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PART 3 EXECUTION
i Not Used. i
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01410 -3
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SECTION 01500
WM: CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Temporary electricity, lighting, heat, ventilation, telephone, water, and sanitary facllities.
2. Temporary barriers, fencing, water control, and enclosures.
3. Field offices and sheds.
4. Construction aids.
S. 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
052093
A. Provide and pay for power service required from utility source.
rq
B,
for rand
adequate distributionptbaequ f re lo limit volt floss to 596eoveall from loal utilityity
power lines to provide electric requirementstefeorreproject during construction.
C.
Section 16400 3ervlo ar idhDistributlon to Installation
Etrio eDistri
ntion
Center ;EDC), when used. See
D. Temporary electrical service shall Include, but is not limited to the following:
t. Coordination with local utility for providing primary ssrvloe and permanent site electrical
transformer.
2. Coordination of site grading and prp mrallon for prmary power and permanent she electrical
transformer Installation.
3
jCooe
Coordination structural foundation
Section
to support Electrical Distribution Center
4, Coordinationion an availability
mir (whenesed s as required for erection and Installation of
1.04 TEMPORARY LIGHTING
igg equ one
A. Provide and maintain O squgere
for of 11oobnsp
operations.
rovIds for motors 1%2HP 120 volt only.
200 watt lamp per 6
Fumish sufficient number of outlets so that extension cords of not river 0 feet will reach work
requiring light and power.
B. Provide branch wiring from power source to distribution boxes with Iightlng 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
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 Crawings. ,
2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to the Contract.
5. Reviewed shop drawings, product data, and samples. 1
B. Store Record Documents separate from documents used for construction.
I
C. Record Information concurrent with construction progress. Do not permanently conceal work until j
required information has been recorded. f _
D. E )ecilloations: Legibly mark and record at each Product section description of actual Products
installed, including the following:
1. Manufacturer's name and product model and number. _
2. Product substitutions or artemates utilized.
3. Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings: Legibly mark each Rem to record actual construction
including:
1. Measured depths of foundations in relation to finish floor datum.
2. Measured horizontal arr+ vertical locations of underground utilities and appurtenances,
referenced to permanent surface Improvements.
3. Measured locations of internal utilities and appurtenances concealed in construction, referenced
to visible and accessible features of the Work.
4. Field changes of dimension and detail.
5. Details not 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
and installed under this Contract.
1.05 WARRANTIES AND BONDS
A. Provide duplicate copies.
B. Assemble documents from Subcontractors, suppliers, and manufacturers.
C. Submit prior to final Application for Payment.
D. For equipment put Into use with Owner's acceptance during construction, submit within ten days after
firet operation, listing date of acceptance as start of wa;rardy period..
E. For Reins 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. Assemble in :hree -ring binder with typed table of contents.
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WM - Lake Elsinore, CA July 16, 1993
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PART2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
END OF SECTION
01700-3
WM - Lake Elsinore, CA
T I1 lIIiM WAS P80110M 11M, k TSB BEifP 1Ii6 IIOft QOMM•E'1'S
TINGS AVAILAKA AT TIM
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SECTION 02515
WM:
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 Purpuses.
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.
S. 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.
02515 -1
July 16, 1993
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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 Wall-Marts 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 sofHis of openings.
D. Protect finished floors, stairs, and other surfaces from traNlo, dirt, wear, damage, or movement of
heavy oojects, 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 it damage could result from
such operations.
1.16 SECURITY
A. Provide security and facilities to protect Work and Owners operations from unauthorized entry,
vandalism, or thief!.
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, facili ibs, materials, prior to Final
Application for Payment inspection.
B. Clean and repair damage caused by installation or use of temporary work
C. Restore exis ig facilities used during construction to original condition. Restore permanent facilities
used during construction to spectledcondhbn.
01500 -3
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WM:
SECTION 01600
MATERIAL AND EQUIPMENT
far
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PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
f, Definitions.
2. Reference standards,
3. Transportation and handling.
4. Storage and protection.
5. Product options.
6. Substitutio ns.
7. Installation of Wal -Mart and Owner furnished products.
1.02 DEFINITIONS
A. Products: Defined as new material, machinery, components, equipment, fixtures, and systems
forma the Work. Does riot include machinery and equipment used for preparation, fabrication,
cornpq and erection of the Work. Products may also include existing materials or components
requited for rouse.
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 Contract Documents.
C. Should specified reference standards cortfik4 with Contract Documents, request clarification for
Architect before proceeding.
D. The contractual relationship of the parties to the Contract shall not be stored from the Contract
Documents by mention or Inference otherwise in any reference document.
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.
B. Promptly inspect shipments to assure that products comply with requirements, quantifies are correct,
and products are undamaged.
C. Previde equipment and personnel to handle products by methods to prevent sowing, disfigurement,
and damage. Damaged products shall not be used In the Work.
D. Provide safe storage of both Owner furnished and Contractorfumished products. Mark products so
as to 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 sansidve products In weather -tight, climate controlled enclosures.
B. For exterior storage of fabricated products, place on sloped supports, above ground.
C. Provide off -she storage and protection when she does not permit on-site storage or protection.
D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent
condensation.
E. Store loose granular materials on solid flat surfaces In a well- drained area. Prevent mixing with
foreign matter.
01600.1
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1.05 TEMPORARY HEAT
a... •-may., .,W., N'7t F : 9. R7, rt`',1 }ri' f.... .. r ` . P
E.,
C. . Y'
A. Provkfe and pay for heat devices and heat as required to maintain specified conditions for I
4 c
t;onstruction operations.
B. Prior to •operation of permanent equipment for temporary heating purposes, verify that installation is
for operation, equipment is lubricated and fillers are In place. Provide and pay for i itapproved
operation, maintenance, and regular replacement of filters and worn or consumed parts.
t
C. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in progress, i
unless indicated otherwise in specifications. j<
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 x'
A. Provide, maintain :; : ' pay for telephone service to field office at time of project mobilization.
1.08 TEMPORARY WATER SERVICE I
A. Provide, maintain and r1ay for suitable quality water service required for constructf in operations.
B. Extend branch piping with outlets located so water Is available by hoses with threaded conaections. j
Provide temporary insulation to prevent freezing. j
1,09 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required chemical toAet fackles. 1 i
1.10 BARRIERS
A. Provide barriers to prevent unauthorized entry to construction areas. 1 1
B. Protect non -owned vehicular traffic, stored materials, site and structures from damage.
1.11 WATER CONTROL l
A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping
r T A6 ri.
equipment. o
S. Protect site from puddling or running water. Provide water barters as required to protect site from
tr'-0 r, x ?,. lil•Lllrlii" M/ f::_. k.b..,i..n..
soh erosion.
1.12 EXTERIOR ENCLOSURES L
A. Provide temporary weather-fight closure of exterior openings to provide acceptable working quired
idea
Products, to
specificationSections ,aand t prevent
maintenance
ofambienttemperaturesres
unauthorized persons.
S. Provide access doors with set- dosing hardware and locks.
1.13 FIELD OFFICES AND SHEDS
A. Contractors Otte:
pro meetings.
2. Adequaterequired for re use and provide
i
1headng to maintal^humao
desk layout table, rack, and facilities for storage of Project3. Office space with and 01air, plan
Record Documents.
4. Furnishings in mewing area:
Conference table and chairs for at least eight persons.
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b. Rados and files for Project Record Documents in, or adjacent to, the meeting area.
c. Other furnishings: Contractors option. j
01500.2 j
WM - Lake Elsinore, CA July 16, 1993
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 Wall-Marts 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 sofHis of openings.
D. Protect finished floors, stairs, and other surfaces from traNlo, dirt, wear, damage, or movement of
heavy oojects, 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 it damage could result from
such operations.
1.16 SECURITY
A. Provide security and facilities to protect Work and Owners operations from unauthorized entry,
vandalism, or thief!.
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, facili ibs, materials, prior to Final
Application for Payment inspection.
B. Clean and repair damage caused by installation or use of temporary work
C. Restore exis ig facilities used during construction to original condition. Restore permanent facilities
used during construction to spectledcondhbn.
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SECTION 01600
MATERIAL AND EQUIPMENT
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10272
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
f, Definitions.
2. Reference standards,
3. Transportation and handling.
4. Storage and protection.
5. Product options.
6. Substitutio ns.
7. Installation of Wal -Mart and Owner furnished products.
1.02 DEFINITIONS
A. Products: Defined as new material, machinery, components, equipment, fixtures, and systems
forma the Work. Does riot include machinery and equipment used for preparation, fabrication,
cornpq and erection of the Work. Products may also include existing materials or components
requited for rouse.
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 Contract Documents.
C. Should specified reference standards cortfik4 with Contract Documents, request clarification for
Architect before proceeding.
D. The contractual relationship of the parties to the Contract shall not be stored from the Contract
Documents by mention or Inference otherwise in any reference document.
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.
B. Promptly inspect shipments to assure that products comply with requirements, quantifies are correct,
and products are undamaged.
C. Previde equipment and personnel to handle products by methods to prevent sowing, disfigurement,
and damage. Damaged products shall not be used In the Work.
D. Provide safe storage of both Owner furnished and Contractorfumished products. Mark products so
as to 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 sansidve products In weather -tight, climate controlled enclosures.
B. For exterior storage of fabricated products, place on sloped supports, above ground.
C. Provide off -she storage and protection when she does not permit on-site storage or protection.
D. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent
condensation.
E. Store loose granular materials on solid flat surfaces In a well- drained area. Prevent mixing with
foreign matter.
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WM - Lake Elsinore, CA July 16,1993
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2.02 MIXES
A. Mortar:
1. Type M portland 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. Verity hems provided by other Srctions of work are properly sized and located.
B . Establish lines, levels, and coursing. Protect from disturbance.
C. Verify substrate is ready to support pavers and Im;^eaed leads. 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. Remove
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 . Race 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, disxwloratons, or other defects are not acceptable.
D. Place hail 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 3/8 Inch between pavers and at abutting vertical surfaces and
protrusions.
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 Adjacerd Unit: 1/32 inch maximum.
B. Variation from Level: 1/8 Inch i:13 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 coned 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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SECTION 02710
3.05 CLEANING i :f WM: 10010
SUBDRAINAGE SYSTEMS
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 PART GENERAL
I manufacturer to prevent harm to pavers, joint materials, or adjacent surfaces.
1.01 SUMMARY
C. Rinse surfaces with clean water. A. Section Includes:
I
D. Remove excess materials and broom clean pavers. I 1. Subdrainage system behind retaining wall at building perimeter.
2. Finer aggregate and setting bed.
END OF SECTION
1.02 REFERENCES
l A. American Society for Testing and Materials (ASTM):
Sewer Pipe and Fitting1. ASTM D2729 - Poly(Vinyl Chlorlde)(PVC)
s. PART2 PRODUCTS
2.01 PIPE MATERIALS
I A. Polyvinyl Chloride Pipe; ASTM D2729; perforated; 4 Inch inside diameter; with required fittings.
2,02 FILTER AGGREGATE
f
A. Coarse Finer Aggregate: Clean well graded natural gravel or crushed stone; free from shale, day,
inorganicmateriais_and debris; 3i8 to 1-1,12 inch size.
2.03 FILL MATERIAL
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A. Type specified for remainder of building pad.
2.04 ACi.ESSORIES
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A. Joint covers and pipe sleeves as required for installation.
j I PAR? 3 EXECUTION
3.01 EX ".94INATION
A. Verity that excavation basa is ready to receive work, and excavations, dimensions, and elevations are
as Indicated on Drawings.
f B . Beginning of installation means acceptance of existing conditions.
3.02 PREPARATION
A. Hand trim excava9cns to required elevations. Coned over excavation with fill material of coarse
aggregate.
B . Remove rarge stones or other hard matter which could damage drainage tile or impede consistent
bac filling or compaction.
I 3.03 INSTALLATION
I,
A. Install and join pipe and pipe fittings.
pipe cover12. Install rseaggregateibed and surrounding as Indicated on Drawings, minimum 12 inch
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depth.
3. Join pipe ends mechanically or using joint cover material.
B. Do not disturb drainage system in subsequent backfiiling compaction operations.
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