HomeMy WebLinkAbout31700 GRAPE ST_ 2077 (36)31700 GRAPE STREET 2077 5/30
WAL -MART
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WAL•MART SITEWORK SPECIFICATIONS
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DIVISION 2.1 - SITEWORK PER ENGINEERING CONSULTANT DESIGN
DEMOLITION •-
SECTION 02050 DEMOLITION
SECTION 02100 SITE PREPARATION
SECTION 02200 EARTHWORK
SECTION 07221 EXCAVATION, BACKFILLING AND COMPACTING FOR STRUCTURE
SECTIONI 07222 EXCAVATION, BACKFILLING AND COMPAC-i INC FOR UTILITIES
SECTION OM EXCAVATION, BACKFILLING AND COMPACTING FOR PAVEMENT
SECTION 02227 AGGREGATE MATERIALS
f SECTION 07229 ROCK REMOVAL
SECTION 02245 SOIL STABILIZATION
SECTION 02270 SLOPE PROTECTION AND EROSION CONTROL
SECTION 02505 PAVING BASE COURSE
SECTION 02511 ASPHALTIC CONCRETE PAVING
SECTION 02320 PORTLAND CEMENT CONCRETE PAVING
SECTION 02525 CURB AND SIDEWALKS
SECTION 02584 PAVEMENT MARKINGS
SECTION 02606 SEWER STRUCTURES.
SECTION 02680 WATER DISTRIBUTION SYSTEMS
SECTION 02687 SITE GAS LINES
SECTION 02720 STORM SEWER SYSTEMS
SECTION 02730 SANITARY SEWER SYSTEM
SECTIONi 02811 LANDSCAPE IRRIGATION
SECTION 02831 CHAIN LINK FENCES AND GATES
SECTION 02348 SIGNAGE
SECTION 02900 LANDSCAPING, SEEDING AND SODDING
SECTION
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16530 SITE LIGHTING
00INDEX - 1
April 2. 1993
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SECTION 02050 C. Locate demolition equipment and remove materials so as to prevent excessive loading to
DEMOLITION •- supporting walls, floors, or framing.
D. Remove structural framing members and lower to ground by hoists, derricks, or other suitable
methods.
PART1 GENERAL
I- Demolish concrete and masonry in small sections. Break up concrete slabs -on -grade that are 2 or
1.01 SECTION INCLUDES more feet below finished grade. Remove slabs within 2 feet of finished grade.
A. Demolition of designated site strictures, retaining walls, foundations and removal of materials F. Demolish and remove below grade construction and concrete slabs on grade to a minimum depth
from site. of two feet below proposed subgrade.
B. Demolition and removal of pavements, curbs and gutters, drainage structures, utilities, signage or 3.04 FILLING BASEMENTS AND VOIDS
larkiscaping.
C. Disconnecting and capping or removal of identified utilities. -
A. Completely fill below grade area$ and voids results from demolition or removal of structures
undergmund fuel storage tanks, wells, dmstes, etclusirg approved select fill materials -
consist of stone, gravel, and sand free from deb , trash, frozen materials, roots, and other
D. Filling or removal of underground tanks and piping. organic matter.
E. Filling voids In subgrade created as a result of removals or demolition. B. Ensure that areas to be filled are free of standing water, frost, frozen, or unsuitable material,
1.02 RELATED SECTIONS
trash, and debris prior to fill placement.
C. Place fill materials in horizontal layers not exceeding 8" in loose d&A and compact each layer atA. Section 02100 Site Preparation: Clears outside periphery of structures. P n9 optimum moisture content of fill material to proposed density, unless subsequent excavation for
B . Section 02227 - Aggregate Materials: Baddill materials.
new work is required.
D. Grade surface to match adjacent grades and to provide flow of surface drainage after fill
C. Constnucton drawings. placement and compaction.
1.03 PROJECT RECORD DOCUMENTS 3.05 DISPOSAL OF DEMOLISHED MATERIALS
A. Accurately record actual locations of capped utilities, and subsurface obstructions. A. Remove from site debris, rubbish, and other materials resulting from demolition operations.
1.04 REGULATORY REQUIREMENTS B. No burning of any material, debris, or trash on -site or off -site will be allowed, except when
allowed by the appropriate governing authority. If allowed as stated above, burning shall beA. Conform to applicable oral code for demolition at structures, safety of adjacent structures, dust pertor med in manner prescribed by governing authority. Attend burning materials until fires have
control and runoff control. bunted out or have been extinguished.
B. Obtain required permits and licenses from authorities. Pay associated fees including disposal C. Transport materials removed from demolished strictures with appropriate vehicles and dispose
charges• off she to areas which are approved for disposal by governing authorities and appropriate
C. Notify affected utility companies before Varting work and comply with their requirements.
prcperty owners.
D. Do not dose or obstruct roadways, sidewalks or hydrants without permits.
END OF SECTION
E. Conform to applk;able regulatory procedures when discovering hazardous or contaminated
materials.
F. Test soils around buried tanks for contamination.
1.05 JOB CONDITIONS
A. Structures to be demolished will be discontinued in use and vacated prior to start of work.
B . Owner assumes no responsibility for condition of structures to be demolished.
C. Conditions existing at time of inspection for bidding purposes will be maintained by Owner in so
far as practicable. Variations within structures may occur by Owner's removal and salvage
operations prior to start of demolition work.
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02050 -1 u2050 -3
April 8, 1993 April 8, 1993
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C. Connect to storm sewer system five feet outside building perimeter; see Civil Drawings.
D. See Mechanical Drawings for location of subdrainage system.
3.04 PROTECTION
A. Protect pipe and fitter aggregate cover from damage or displacement until backfilling operation
begins.
END OF SECTION
02710.2
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SECTION 02831
CHAIN LINK FENCES AND GATES
PART GENERAL
1.01 SUMMARY
A. Section Includes:
1. Fence framework, fabric, and accessories.
2. Excavation and anchorages for post bases.
3. Manual gates and related hardware.
1.02 SUBMITTALS
A. Submit the following under prov131ons of Section 01300.
B . Product Data: Include descriptive literature and installation Instructions.
11112
PART PRODUCTS
2.01 MANUFACTURERS
A. Subject to compliance with specifications, use products of one of the following:
1. Allied Tube and Conduit Corp.
2. Anchor Fence, Inc.
3. United States Steel.
2.02 MATERIALS
A. Framework:
1. End, Comer, and Pull Posts: Galvanized steel; minimum sizes and weights as follows.
a. Up to 6 Foot Fabric Height: 2.375 inch outside diameter pipe, 3. Ibs/lin It or 3.50.5 inch
roll formed section, 4.85 IbsAin ft.
b . Over 6 Foot Fabric Height: 2.875 Inch outside diameter pipe, 5.79 Ibsnin ft; or 3.50.5 inch
roll formed section, 4.85 IbsAln ft.
2. Line Posts: Galvanized steel; minimum sizes and weights ad follows:
a. Up to 6 Foot Fabric Heigght: 1.90 Inch outside diameter pipe, 2.70 IbsAin ft; or 1.875x1.625
Inch C- sectlon, 2.78 Ibsriin ft.
b. 6 Foot to 8 Foot Fabric Height: 2.375 Inch outside diameter pipe, 3.65 IbsAin ft; or
2.25x1.875 Inch H- section, 2.64 IbsAin ft.
a Over 8 Foot Fabric Height: 2.875 Inch outside diameter pipe, 5.79 IbsAin ft; or 2.25x1.875
Inch H- section, 3.26 Ibsllin ft.
3. Gate Posts: Galvanized steel; for single gate or one leaf of double gate, as follows:
a. Up to 6 Foot Height: 2.875 Inch outside diameter pipe, 5.79 Ibs/lin ft; or 3.50.5 roll
formed section, 4.85 lbsAin ft.
b. 6 Foot to 13 Foot Height: 4 Inch outside diameter pipe 9.11 IbsAln ft.
4. Top Rail and Intermediate Flails: Galvanized steel, manufacturers longest lengths.
a. Typical: 1.66 inch outside diameter pipe, 2.27 Ibs/lin ft; or 1.625xi.25 inch roll formed
section, 1.35 Ibs/lin ft.
b. Couplings: Expansion type, approximately 6 inches long.
a Attaching Devices: Means of attaching top rail securely to each gate, comer, pull, and ena
post.
B. Accessories:
1. Sleeves: Galvanized steel pipe not less than 6 inches long and with inside diameter not less
than 1/2 Inch greater than outside diameter of pipe. Provide steel plate closure welded to
bottom of sleeves of width and length not less than 1 inch greater than outside diameter of
sleeve.
2. Tension Wire: 7 gage galvanized steel, coated coil spring wire, located at bottom of fence
fabric.
3. Wire Ties: 11 gage galvanized steel.
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B . Grade -set Posts:
1. Drill or hand excavate.
2. Excavate each post hole to 12 inch diameter, or not less than four times diameter of post.
Excavate approximately 3 inches lower than post bottom; set post bottom not less than 36
r inches below finish grade.
3. Hold post in position while placing, consolidating, and finishing concrete.
C. Sleeve -set Posts: Anchor posts in concrete by means of pipe sleeves preset and anchor .,d Into
rconcrete. After posts have been inserted into sleeves, fill annular space between post and sleeve
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solid with grout, mixed and placed to manufacturer's recommendations.
D. Top Rails: Run rail continuous through post caps, bending smoothly for curved runs. Provide
expansion couplings as recommended by fencing manufacturer.
E. Center Rails: Provide center rails where indicated. Install in one piece between posts and flush with
post on fabric side, using offset fittings where necessary.
F. Brace Assemblies: Install braces so posts are plumb with rod in tension.
G. Tension Wire: Install tension wires through post cap loops before stretching fabric and tie to each
post cap with not less than 6 gage galvanized wire. Fasten fabric to tension wire using 11 gage
i galvanized steel hog rings spaces 24 Inches on center.
H. Fabric: Leave approximately 2 inches between finish grade and bottom selvage. Pull fabric taut and
tie to posts, rails, and tension wires. Install fabric on security side offence, and anchor to framework
so fabric remains in tension after pulling force is released.
I. Stretcher Bars: To secure end, comer, pull, and gate posts, thread through or clamp to fabric 4
Inches on center and secure to posts with metal bands spaced 15 Inches on center.
J. Tie Wires:
1. Use U- shaped wire conforming with diameter of pipe to which attached, clasping pipe and
fabric firmly with ends twisted two full turns. Bend wire ends to minimize hazards to persons or
clothing.
2. Tie fabric to line posts with wire ties spaced 12 inches on center. Tie fabric to rails and braces
with wire ties spaced 24 inches on center. Manufacturers standard procedure will be accepted If
of equal strength and durability.
K. Fasteners: Install nuts for tension bands and hardware bolts on side of fence opposite fabric side.
Peen ends of bolls or score threads to prevent removal of nuts.
L. Gates: Install gates plumb, level, and secure for full opening without Interference. Install ground -set
items in concrete for anchorage. Adjust hardware for smooth operation.
M. Install plastic slats vertically to manufacturers Instructions.
END OF SECTION
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028313
WM - Lake Elsinore, CA July 16,1993
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D. Items of salvageable value to ContractO-r may be removed from structure. Storage or sale of SECTION 02100 SECTION 02200
removed items on site will not be permitted and shall not interfere with any other work specified
in the contract documents. SITE PREPARATION EARTHWORK
E Explosives shall not be brought to site or used without written consent of authorities having
jurisdiction, Such written consent will not relieve Comrador of total responsibility for Injury to PART 1 UENERAL PART 1 GENERAL
persons or for damage to property due to blasting operations. The performance of any required
1.01 SECTION INCLUDESblastingshallcomplywithgoverningregulations. 1.01 SECTION INCLUDES:
A. Cleaning site of debris, grass, trees and other plant Ifie in preparation for site or buiiding A. Protection, modification and/or installation of utilities as sfiework progresses paying particular
PART 2 PRODUCTS excavation work attenticn to grade changes and any necessary staging of work.
2.01 FILL MATERIALS B. Protection of existing structures, trees or vegetation Indicated on the contract documents to B. Cutting, filling and grading to required lines, dimensions, contours and proposed elevations for
remain.
proposed improvements.
A. Aggregate materials specified in Section 02227.
C. Stripping topsoil from areas that are be Incorporated Into the limits of the project and where -
so indicated tin the construction drawlogs.
C. Scarifying, compaction, drying and removal of unsuitable material to ensure proper preparation of _
areas for tills or proposed Improvements.
PART 3 EXECUTION
1.02 RELATED SECTIONS 1.02 RELATED SECTIONS
3.01 PREPARATION
A. Section 02050 Demolfton A. Section 02050 - Demolition .
A. Provide, erect, and maintain temporary barriers and security devices at 6mitions Indicated.
B . Section 02200 Earthwork B . Section 02100 -Site Preparation
B . Protect existing landscaping materials, appurtenances and strictures which are not to be
demolished. Repair damage caused by demolition operations at riot cost to Owner. C. Section 02270 Slope Protection and Erosion Control C. Section 02221 - Excavation, Baciktill and Compaction for Structures
C . Prevent movement or settlement of adjacent structures. Provide bracing and shoring. D. Construction Drawings D. Section 02222 - Excavation, Back ill and Compaction for Utilities
D. Mark location of utilities. Protect and maintain In safe and operable condition the utilities to 1.03 ENVIRONMENTAL REQUIREMENTS E Section 02223 Excavation, Beddill and Compaction for Pavement
remain. Prevent interruption of existing utility service occupied or used facilities, except when
F. Section 02227 - Aggregate Materialsauthorizedinwritingbyauthoritieshavingjurisdiction. Provide temporary services during A. Construct temporary erosion control systems as shown on the plans or as directed by the
Interruptions to existing utilities as acceptable "to governing authorities. engineer to protect adjacent properties and water resources from erosion and sedimentation.
G . Section 02229 - Rock Removal
3.02 DEMOLITION REQUIREMENTS 1.04 JOB CONDITIONS
H. Section 02245 - Soil Stabilization
A. Conduct demolition to minimize interference with adjacent structures or pavements. A. Conditions existing at time of Inspection for bkdd'ng purposes will be maintained by owner In so
tar as practical. I. Section 02900 - Landscaping
B. Cease operations immediately M adjacent structures appear to be in danger. Notify authority
having pxisdicUon. Do not resume operations until directed. B . Variations to conditions or discrepancy in actual conditions as they apply to site preparation J, Geotechnloal Report (fi available) for boring locations and findings of subsurface materials and
conditions. operations are to be brought to the attention of the owner prior to the commencement of any
C. Conduct operations with minimum Interference to public or private access. Maintain access and site work
el; ess at all times. K. Construction Drawings
D. Obtain written permission from adjacent property owners when demolition equipment will PART 2 PRODUCTS L. Architectural Plans and Specifications as they relate specifically to the earthwork beneath the
traverse infringe upon or limit access to their property. buildings, where the architectural requirements are more stringent than the civil requirements
E Spdrllr ,York with water to minimize Gist. Provide hoses and water connections for this
A, Not applicable. 1.03 REFERENCE STANDARDS
purr-me.
PART 3 EXECUTION A. ntYAmericanSod for Testing and Materials (ASTM latest edition.
F. rig protection. Comply with governing regulations penalni to environmental 1. D 422 Method for Particle Size Analysis of Soils
3.01 PREPARATION 2. D 698 Test for Moisture- Density Relations of Soils Using 5.5 lb. (2.5 kg) Rammer and 12 -Inch
G. Clean adjacera structures and improvements of dust, dirt, and debris caused by demolition 304.8 mm) Drop (Standard Proctor)
b Densityoperations. Fi, :um adjacent areas to condition existing prior to start of work. A. Verify that existing plant life and clearing limits are clearty tagged, identified and marked in such a 3. 1556 Test for of soil in Place by the Sand Cone Method
marine., as to Insure their safety throughout construction operations. 4. D 1557 Test for Moisture-Density Relations of Soils Using 10 -lb (4.5 Kg) Rammer and
3.03 DEMOLITION 18 -Inch (457 mm) Drop (Modified Proctor)
5. D 1559 Test M for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall
A. Demolish buitdinQs completely and remove from site using methods as required to complete
302 PROTECTION
Apparatus
6. D 2167 Test for Density of Soil in Place by the Rubber Balloon Methodworkwithinlimitationsofgoverningre3ulatons. Small structures may be removed intact when A. Locate and identify existing utilities that are to remain and prom&:t them from damage.
acceptable to owner and authorities having jurisdiction. 7. D 2216 Laboratory Determination of Moisture content of Soil
B. Protect trees, plant growth and features designated to remain as final land,- ape. 8. D 2487 Classification of Soils for Engineering Purposes
B. Proceed with dej:•c ition in systematic manner, from top of structure to ground and complete 9. D2922 Tests for Density of Soil and Soil- Aggregate in Place by Nuclear Methods Shallow
demolition work avove each floor or tier before disturbing supporting members on lower iovels. C. Conduct operations with minimum interference to public or private accesses and facilities. Depth)
02050-2 02100-1 02200-1
April 8, 1993 April 8, 1993 April 8, 1993
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4. Post Brace Assembly: Manufacturers standard adjustable brace at end and gate posts and at
both sides of comer and pull posts, with horizontal brace located at mid - height of fabric. Use
same materials as top rail for brace, and truss to line posts with 0.375 Inch diameter rod and
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s-.4-hatsner.
5. ized steel, eather tight closure cap for tubular posts, one cap for each
t. Furnish cap with openings to permit passage of top rail.
6. echer Bars: Galvanized steel, one piece lengths equal to full height of fabric; with minimum
cross section of 3/16x3/4 Inch. Provide one stretcher bar for each gate and end post, and two
for each comer and pull post.
7. Stretcher Bar Bands: Manufacturers standard.
8. Gate Cross - bracing: 3/8 inch diameter galvanized steel adjustable length truss rods.
C. Gate Hardware:
1. Swinging Gate Hardware:
a Hinges: Size and material to suit gate size; offset to ermit 180 gate opening. Provide
1 -1/2 pair of hinges for each leaf over 6' -0" nominal height.
b. Latch: Forked type or plunger -bar type to permit operation from both sides of gate, with
padlock eye.
2. Double Gate We In addition to the above, provide gate stops for double gates,
consisting of mushroom type flush plate with anchors set in concrete to engage center drop rod
or plunger bar. Configure for use of one padlock to lock both gate leaves.
3. Sliding Gate Hardware: Manufacturers standard heavy duty track, bail- bearing hanger sheaves,
overhead framing and supports, guides, stays, bracing, and accessories required.
D. Fabric: No. 9 gage (0.148 nominal) galvanized steel wire In 2 Inch mesh, with both top and bottom
selvages twisted and barbed.
E. Plastic Slats: Tubular plastic slats designed for use in 2 Inch mesh fabric, Installed vertically.
1. Sand colored PVT slats by Patrician Products, Inc., 468 Union Avenue, Westbury, NY 11590
516) 333.3910.
2.03 SETTING MIXES
A. Concrete: ASTM C94.
B. Grout: Premixed, factory- packaged, ran - staining, non- corrostve grout. See Section 03300. Provide
type especially formulated for exterior application.
2.04 GATE FABRICATION
A. Fabricate swing gate pedmeter frames of 1.90 Inch outside diameter galvanized steel pipe. Provide
horizontal and vertleal members to ensure proper gate operation and for attachment of fabric,
hardware, and accessories. Space frame members maximum 8' -0" apart.
B . Assemble gate frames rigidly by welding or with special fittings and rivets. Use same fabric as for
fence. Install fabric with stretcher bars at vertical edges. Bars may also be used at top and bottom
edges. Attach stretchers to frame at not more than 15 Inches on center. Install diagonal cross- bracing
on gates as required to ensure frame rigidity without sag or twist.
C. Attach hardware to provide security against removal or breakage.
2.05 FINISH
A. Galvanize as follows:
1. Fabric: Not less than 1.2 oz zinc/sq fl.
2. Framing: Not less than 1.8 oz zinc/sq ft.
PART 3 EXECUTION
3.01 INSTALLATION
A. Space line posts 12' -0" on cerrgr maximum.
02831.2
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SECTION 02832
j WM: 12042
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ORNAMENTAL METAL FENCES AND GATES
T PART GENERAL
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1.01 SUMMARY
A. Section Includes:
1. Fence framework, fabric, and accessories.
2. Concrete foundation for posts and center drop for gates.
3. Manual gates and related hardware.
B Related Sections:
1. Section 03300 - Cast-In-Place Concrete: Concrete anchorage for posts.
2. Section 04220 - Unit Masonry: Anchorage to Masonry.
3. Section 05500 - Metal Fabrications: Wal-Mart Furnished Garden Center aluminum trusses and
shade cloth to be mounted to ornamental metal fence posts.
1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):
1. ASTM A -526 - Steel Sheet Zinc Coated(Hot Dip Galvanizing)
2. ASTM B -117 - Sait Spray Testing.
1.03 SYSTEMS DESCRIPTION
A. Performance Requirements: Fencing system engineered to withstand a 110 mph wind load assuming
50% coverage with hanging plastic banners and signs.
1.04 SUBMITTALS
A. Submit the following under provisions of Section 01300.
1. Product Conformance Letter.
I PART2 PRODUCTS
2.01 MANUFACTURERS
A. Majestic Design, Magistrate style by Ameristar, Tulsa, Oklahoma, 800- 321 -8724.
B. Substitutions: None Accepted.
2.02 MATERIALS AND COMPONENTS
1 . A. Tubing for fence pickets, raps, and posts shall be from coil steel having yield strength of 42,000 psi.
and a tensile strength of 58,000 psi., Galvanized per ASTM A526.
B. Steel to be galvanized ,o a minimum of .60 oz per sq. ft., coating designation G -60.
C. Fasteners: Zinc - plated and polymer ooated to match fencing system and having a pull -out value from
500 to 700 pounds.
D. Coating: Thermoset glycidal•polyester as a homogenous free - flowing powder to meet ASTM B117
spray testing without creep. Coating to have a dry film thickness of 2 to 4 mils.
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1. Color: Black, from manufacturers standard colors.
E. Steel Columns: G -60 galvanized. Columns to be In sizes and configurations as shown on drawings.
F. Pickets, Rails, Posts and Columns Minimum Sizes:
i t. Pickets: 1" x 1" x 16 Ga. (at 4" o.c.)
2. Rails: 1-1/2"x 1-112"x 14 Ga.
3. Posts: 3" x 3" x 12 Ga.
4. Columns: TS 4" x 4" x 1/4"
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WM - Lake Elsinore, CA July 16,1993
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Maintain access and egress at all times and clean or sweep any roadways daily or as required by
the governing authority. At such times as deemed necessary by the owner, dust control shall be
provided with sprinkling systems or equipment provided by the contractor.
D. Protect bench marks, property comers and all other survey monuments from damage or
displacement. If a marker needs to be removed it shall be referenced by a licensed land
surveyor and replaced, as necessary, by the same.
E Provide traffic control as required, in accordance with the U.S. Department of Tansportation
Manual of Uniform Traffic Control Devices" and the state highway department requirements.
3.03 CLEARING
A.- Clear areas required for access to site and execution of work.
B . Unless otherwise indicated on the drawings, remove trees, shrubs, grass, other vegetation,
Improvements, or obstructions intertedrlg whh installation of new construction. Removal includes
dIg?pIng out stumps and roots. Depression» caused by clearing and grubbing operations are to
be filled to subggrade elevation tnogavoid wiser pond -rr . Satisfactory fill material shall be placed
In horizontal
this section Section
02200pth,
and thoroughly compacted per tilt
C. Remove grass, trees, plant Ile, stumps and all other construction debris from the site to a dump
site that is suitable for handling such material according to state laws and regulations.
3.04 TOPSOIL EXCAVATION
A. Strip topsoil from areas that are to be filed, excavated, landscaped or re- graded to such a
depth that it prevents intermingling with underiyirrg subsoil or questionable material.
B. Cut heavy growths of grass from areas before stripping and remove with the rest of the cleared
vegetative material.
C. Topsoil shall consist of organic sur iciai soil found in depth of not less than 6'. Satisfactory topsoil
Is reasonably free of subsoil, clay lumps, stones and other objects over 2" in diameter, weeds,
roots, and other objectionable material.
D. Stockpile topsoil in storage piles in areas shown or where directed. Construct storage piles to
treaty drain surface water. Cover storage piles as required to prevent windblown dust. Dispose
of unsuitable topsoil as specified for waste material, unless otherwise specified by owner.
Excess topsoil shall be removed from the site by the Contractor unless specifically notrd
otherwise on the Drawings.
END OF SECTION
02100 -2
10. D 3017 Test for Moisture Content of Soil and Soil- Aggregate in Place by Nuclear Methods
She[ low Depth)
11. b 4318 Test for Plastic Um h, Liquid mit, and Plasticity Index of Soils
12. C 25 Chemical Analysis of Limestone, Quicklime and Hydrate Lime
13. C 110 Physical Testing for Quicklime and Hydrated Lime, Wet Sieve Method
14. C 618 Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral
Admixture in Portland Cement Concrete '
15. C 977 Quicklime and Hydrated Lime for Soil Stabilization
B . American Association of State Highway and Transportation Officials (AASHTO) latest edition
T 88 Mechanical Analysis of Sols
1.04 ENVIRONMENTAL REQUIREMENTS
A. Construct temporary erosion control systems as shown on the plans or as directed by the
engineer to protect adjacent properties and water resources from erosion and sediment damage.
1.05 QUALITY ASSURANCE
A. Independent Testing Laboratory selected and paid by owner, shall be retained to perform
construction testing on site based on the following:
1. Building Subgrade Areas, Including 10' -0" Outside Exterior Building Lines: In art areas, rat
less than one compaction test for every 2,500 square feet. In fill areas, same rate of testing
for each 8" lift (measured loose).
2. Areas of Construction exclusive of building subgrade: In cut areas, not less than one
compaction test for every 10,000 square feet. In fill areas, same rate of testing for each 8"
lift (measured loose).
B . It compaction requirements are not complied with at any time during construction process, remove
and recompact deficient areas untl proper compaction Is obtained at na additional expense to
owner.
C. In all areas to-receive pavement, a CBR (or LBR) test shall be performed for each type of
material imported from off -she.
D. The following tests shall be performed on each type of on -she or Imported soil material used as
compacted till as part of construction testing requirements.
1. Moisture and Density Relationship: ASTM D 698 or ASTN, D1557.
2. Mechanical Analysis: AASHTO T48
3. PlasOcity Index: ASTM D 4318
E Field density tests for in -place materials shall be performed according to one of the following
standards as part of constniction testing requirements.
1. Sand -Cone Method: ASTM D 1556
2. Balloon Method: ASTM D 2167
3. Nuclear Method: ASTM D 2922 (Method B- Direct Transmission)
F. Independent Testing Laboratory shah prepare test reports that Indicate test location, elevation
data, and test results. Owner, architect, and contractor shah be provided with copies of reports
within 96 hours of time test was performed: In event that any test performed falls to meet these
Specifications, owner and contractor shall be notified Immediately by Independent testing
laboratory.
G. All costs related to retesting due to failures shall be paid for by the contractor at no additional
expense to owner. Owner reserves the right to employ an Independent Testing Laboratory and
to direct any testing that is deemed necessary. Contractor shall provide free access to site for
testing activities.
1.06 SUBMITTALS
A. Submit a sample of each type of off -site fill materials that is to be used at the she in an airtight,
10 lb container for the testing laboratory.
02200-2
April 8, 1993 A018, 1993
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THIS FILM WAS PRODUCED FROM.
THE BEST AND MOST COMPLETE ;
DRAWINGS AVAII.ABLE AT THE
TI OF FILMING.
B. Submit the name of each material supplier and specft type and source of each material. Any
change in source throughout the job requires approval of the owner or engineer.
C. For use of fabrics or geogrids, a Wal -Mart approved design shall be submitted.
PART PRODUCTS
2.01 MATERIALS
A. Excavated and re -used material for subsoil fill as specified herein.
B. Aggregate fill as specified in Section 02227.
C. Imported subsoil material approved by the owner and specified herein.
D. Topsoil fill as sp:sHied In Section 02100.
E Acceptable stabilization fabrics as Geogrkfs:
1. MImfi 500X or 60OX
2. Philips 66 Supac OWS
3. Dupont Typar 3401 and 3601
4. Trevira S1114 and S1120
5. Tenser SS 1 qnd SS -2
6. Exxon GTF -200 or 350
F. Flier /Drainage Fabrics
1. Mirafi 14ONS
2. Phillips 66 Supac 4NP
3. • Dupont Typar 3341
PART EXCCUTION
3.01 PREPARATION
A. Identify required lines, levels, contours and datum.
B. locate and Identify existing utilities that are to remain and proteM them from damage.
C. Notify utility companias to remove and/or relocate arty utilities that are in conflict with the
proposed Improvements.
D. Protect plant Ids, I3wns, fences, existing structures, sidewalks, paving and curbs from excavating
equipment and . ehicular traffic.
E Protect benchmarks, property comers and all other survey monuments from damage or
displacement. N a marker needs .o be removed It shall be raferenced by a licensed land
surveyor and replaced, as necessary, !,y the same.
F. Remove from site material enco :,ntored in grading operations that, In opinion of ormer or owners
representative, is unsuitable or undes;rable for backfilling, subgrade or foundation purposes.
Dispose of in a manner satisfactory to owner. Back it areas with layers of suitable material and
compact as specified.
i G. Prior to placing fill in low areas, such as previously existing creeks, ponds, or lakes, penorm
following procedures:
1. Drain water out by gravity with ditch having flow line lower than lowest elevation in low area.
N drainage cannot be performed by gravity ditch, use adequate pump to obtain same
results.
02200-3
April 0, 1993
G. Post and Column Caps: Square post caps firmly all ixed on the extending end.
H. Fasteners: Set, . ;±!ng steel hex head, zinc- plated and polymer coated to match fencing system.
I. Hardware:
1. Swing Gate shall have (2) 7" ball bearing barrel hinges, panic bar, keyed deadbolt, cane bolt
hold open at full open and full close position.
2. Sliding Gate shall have fast track top rail, bottom rail, truck assembly, corner guide roller,
cantilever gate latch and padlock.
J. Garden Center Posts: Posts to support "Wal- Mart- Furnished" shadecloth support trusses as
specified in Section 05500.
1. Posts: TS 4 x 4 x 1/4" steel post, for typical Installation at 12 foot centers. See drawings for
location.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install framework, fencing, gate and accessories in accordance with manufacturer's published
instructions.
B. Set system plumb, In footings with top of footing and fence height as shown on drawings. Slope
top of concrete for water runoff.
C. Brace each gate and comer ppoost to adjacent line post with horizontal center brace rail or diagonal
truss rods as recommended by manufacturer.
D. Insert rail ends Into pre - punched holes in posts and fasten with rivet or self- tapping screws as
recommended by manufacturer.
E. Insert pickets Into pre - punched rails.
F. Install gates with hardware supplied by manufacturer.
3.02 INSTALLATION - GARDEN CENTER TRUSS SUPPORT POSTS
A. Install Garden Center Truss support posts in accordance with fence manufacturer's published
Instructions and as shown on drawings.
B. Set posts plumb, In footings with top of footing and post height as shown on drawings.
END OF SECTION
02632 - 2
WM - Lake Elsinore, CA July 16,1993
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