HAMEL PARK RENOVATION
CITY OF BEVERLY HILLS
TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
DIVISION 2
02050
02110
02210
02230
02310
02441
02445
02461
02470
02480
02515
02540
02710
02780
SITE CONSTRUCTION
SITE DEMOLITION
SITE CLEAR AND GRUB
SITE GRADING
SUBGRADE PREPARATION
EARTHWORK
IRRIGATION
TEMPORARY CHAIN LINK FENCING
PLAY EQUIPMENT
SITE FURNISHINGS
PLANTING
CONCRETE PAVING AND CURBS
RESILIENT SURFACING
STORM DRAINAGE
UNIT PAVERS
DIVISION 3
03110
03210
03300
03310
03320
03380
CONCRETE
CONCRETE FORMWORK
CONCRETE REINFORCEMENT
CAST IN PLACE CONCRETE
FOOTINGS AND FOUNDATIONS
COLORED CAST-IN-PLACE CONCRETE
CONCRETE CURING
DIVISION 4
04220
MASONRY
CONCRETE UNIT MASONRY
DIVISION 5
05510
05710
METALS
METAL FABRICATIONS
ORNAMENTAL METALS
DIVISION 9
09900
COATINGS
PAINTING
DIVISION 16
ELECTRICAL
To Be Provided by DESIGN WEST
SECTION 02050 - SITE DEMOLITION
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6, apply to this project and are incorporated herein by this reference. Part
1 is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division
1 specification sections, apply to this section.
1.02
1.03
1.04
1.05
SCOPE OF WORK
A.
Furnish materials, labor, transportation, services, and equipment necessary to perform all
site demolition work as indicated on the Drawings complete as shown and as specified
herein.
B.
Related Work:
Sub-grade Preparation
Earthwork
Section 02230
Section 02310
REFERENCES
A.
Comply with the applicable reference specifications as specified in the GENERAL
PROVISIONS and in accordance with applicable laws, codes and regulations required by
the City.
B.
Comply with the current provisions of the following Codes and Standards:
1.
ASTM - American Society for Testing and Materials.
2.
Standard Specifications B Agency Specified
3.
Uniform Building Code
QUALITY ASSURANCE
A.
Regulatory Requirements: Demolish existing site improvements as indicated on the
Drawings, in an orderly and careful manner. Comply with all local codes and ordinances.
B.
Equipment: Use equipment specifically designed for the demolition of each type of
material.
C.
Labor: Employ workmen skilled in the use of the equipment being utilized for demolition.
DELIVERY, STORAGE, AND DISPOSAL
A.
Site Demolition
Delivery and Storage: Do not deliver to the job site nor store thereon demolition
equipment and materials prior to receiving written notice to proceed. Confine storage to
areas approved by the City.
02050-1
B.
1.06
1.07
Disposal: Legally dispose of off site products of demolition during or at end of each day's
work. Contractor shall pay all disposal costs associated with the project.
PROJECT CONDITIONS
A.
Existing Conditions: Inspect site prior to commencing work. Determine scope of
applicable site conditions. Prior to commencement of demolition activities, Contractor
shall document in writing and photograph all existing conditions, including, without
limitation, sidewalks, curbs, trees, fencing, and other elements, specifically areas that
interface with private property. Digital copies of all photos, at a size no smaller than 4" x 6"
at 150 dpi minimum resolution, shall be provided to the City and Project Landscape
Architect for future reference. The contractor shall be held responsible for any damages
not documented in the submittal prior to commencement of demolition activities.
B.
Access and Testing: Make test excavations and borings required to determine existing
conditions, subject to City's convenience.
C.
Acceptance: Commencing work constitutes Contractor's acceptance of site conditions,
both surface and subsurface. No extra payment shall accrue to Contractor by virtue of
unknown conditions or difficulties of performing this demolition work.
PROTECTION
A.
Protection of Existing Trees and Shrubs to Remain
1.
Operations: Do not store materials or equipment, permit burning, or operate or park
equipment under the branches of existing plants to remain except as actually required
for construction in those areas.
2.
Barriers: Provide barricades, fences or other barriers as necessary at the drip line to
protect existing plants to remain from damage during construction.
3.
Notification: Notify Project Engineer when Contractor feels construction activities
may damage existing plants to remain.
4.
Replacement of Damaged Plants:
a. Replace existing plants to remain that are damaged during construction with
accepted plants of the same species and size as those damaged at no cost to City.
b. Project Engineer will determine extent of damage and value of damaged plants.
B.
1.
2.
Site Demolition
Protection of Existing Site Improvements
References: Verify and maintain benchmarks, monuments and other reference points.
Replace if disturbed or destroyed.
Protection: Protect existing improvements noted to remain within designated limit(s)
of work. Supply shoring, bracing, reinforcing and barricades as required. Refer to
drawings for limit of work.
02050-2
Maintain a minimum distance of 18” from edge of footing excavation to the southern
park property line. Hand excavation of footing trench may be necessary to avoid
damage/loss or private property plant material at southern boundary of project. Hand
excavate, expose, and report any root(s) originating from southern adjacent property
that is 3” in diameter of larger. Do not cut any root larger than 3” prior to inspection,
and direction from City representatives.
At northern park property line, keep wall footing in place, sawcut to height indicated
by City representative. Refer to 3.02 B for additional instructions.
3.
Utilities: Keep in operation existing utility circuits and piping to remain including
sprinkler irrigation except at the direction of the Project Engineer. Provide 48-hour
notice of interruption of service. Notify Project Engineer should utilities not shown on
Drawings be found during demolition.
4.
Repair: If damage to site improvements to remain occurs during the course of the
work, restore to the satisfaction of the City at no additional cost.
PART 2 B NOT APPLICABLE
PART 3 B EXECUTION
3.01
3.02
PREPARATION
A.
Verification: Verify with Owner items to be removed prior to commencement of work.
B.
Compliance: Proceed with demolition in an orderly and careful manner, in compliance
with local codes and ordinances.
C.
Disposal: Legally dispose of demolished materials off site unless otherwise directed by
Owner.
DEMOLITION
A.
Utilities:
1.
B.
Capping: Disconnecting and capping of utilities must be in accordance with the
regulations of the utility company affected.
Paving and Walls:
1.
Sawcutting: Accurately and cleanly sawcut existing concrete paving, walls, and
footings as shown on Drawings, and as directed in field by City representative and/or
Landscape Architect. Confine cuts to areas shown. To avoid damage to adjacent
improvements, after establishment of grade, sawcut wall on northern property line and
leave footing in place.
2.
Finishing: Rough grade excavated areas as necessary to achieve the final line and grade
as called for in other Sections of this work. Compact the grade to the density of the
Site Demolition
02050-3
surrounding area. The final surface shall be smooth, even and tight, free from loose or
soft areas.
C.
3.03
Subgrade: Fill depressions made by demolition and restore excavated areas to a smooth
and even grade. Compact the grade to the density of the surrounding soil and per the
project=s soil report.
DE-WATERING
A.
General: Provide and operate equipment and do ditching and pumping necessary to keep
the project area free from water.
B.
Storm Water: Pump off storm runoff or other water until such time as new work in other
Sections shall effectively remove such water.
C.
Protection: Take measures required to dispose of surface and subsurface water in
compliance with municipal requirements.
D.
Debris: Prevent transport of soil, aggregate or debris off site where practical.
END OF SECTION 02050
Site Demolition
02050-4
SECTION 02110 - SITE CLEAR AND GRUB
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6, apply to this project and are incorporated herein by this reference. Part
1 is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division
1 specification sections, apply to this section.
1.02
SCOPE OF WORK:
Furnish all material, equipment and labor necessary to perform all clearing and grubbing work
complete, including but not limited to the following:
Protection of trees indicated on drawings to remain.
Clearing and grubbing of all vegetation from site work areas.
Removal and disposal of all deleterious materials.
Furnishing, developing, applying and providing dust control watering equipment as required for the
project.
1.03
RELATED WORK SPECIFIED ELSEWHERE:
Site grading
Planting
Irrigation
1.04
Section 02210
Section 02480
Section 02441
RESPONSIBILITY AND COORDINATION:
Contractor shall secure and maintain all required permits and licenses, and pay all fees necessary to
legally complete the work of this section.
Contractor shall notify utility companies for all utilities to be cut off, modified or relocated, and
shall maintain and protect all active utilities.
1.05
PROTECTION AND SAFETY:
Contractor shall provide signs in necessary places to exclude persons, except those connected with
the work, from entering the working area. Contractor is responsible for preventing unauthorized
persons from entering working area.
Protect the project site and adjacent properties from dirty water, mud and water accumulated due
to Contractor's operations, rainfall runoff or water that enters the project site from any other
Site Clear and Grub
02110-1
sources.
PART 2 - MATERIALS - Not applicable.
PART 3 - EXECUTION
3.01
SUBMITTALS:
Pre-demolition Photographs: Show conditions of existing adjacent construction, specifically areas
that interface with private property and site improvements that might be misconstrued as damaged
by demolition operations. Submit before work begin as specified in 02050 - Site Demolition, 1.07 A.
Record Documents: Accurately record locations of utilities and subsurface obstructions.
3.02
GENERAL REMOVAL WORK:
Removal work shall be carefully done to avoid damage to all existing facilities to remain.
3.03
SITE CLEARANCE AND DISPOSAL:
Clear the sites to be improved of grass, shrubs, weed growth, rubbish and debris, and existing
concrete/ asphalt slabs, etc., that are to be removed for construction of the improvements shown on
the construction plans. Rocks and broken masonry larger than four inches in the greatest
dimension, shall be removed to a minimum depth of l2" below finished grade within areas to be
planted, and within full depth of overexcavation in all other areas. Hand excavate, expose, and
report any root(s) originating from southern adjacent property that is 3” in diameter of larger. Do
not cut any root larger than 3” prior to inspection, and direction from City representatives.
All deleterious materials shall be disposed of off the site in a legal manner by the Contractor, who
shall make all necessary arrangements and pay all related costs.
Miscellaneous existing underground facilities, drainage devices, secondary water lines, cables,
abandoned oil and water lines, leaching fields, irrigation pipes, wiring, etc, located l2 inches or
more below finish grade may be abandoned in place or removed as necessary for proper completion
of the work. All miscellaneous active lines that are uncovered during the grading operations shall
be protected.
3.04
UTILITIES:
Inactive or abandoned utilities shall be disconnected, removed, and plugged or capped subject to
the local governing ordinances.
3.05
Should the Contractor encounter any existing underground utilities not shown on the drawings, he
shall at once notify the Engineer who will determine further procedure.
DEBRIS BURNING:
Burning of debris will not be permitted.
Site Clear and Grub
02110-2
3.06
DUST CONTROL:
Dust shall be kept to a minimum during site clearing operations by means of wetting the site or
other approved method. Wash down all existing sidewalks and roadways on and off the site daily
and after all operations are complete. Comply with all dust control requirements, SWPPP and
NPDES.
END OF SECTION 02110
Site Clear and Grub
02110-3
SECTION 02210 - SITE GRADING
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
See Section 02310 - Earthwork - for further information
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6, apply to this project and are incorporated herein by this reference. Part 1
is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including General Conditions of
the Contract, additional General Conditions of the Contract, and Division 1 specification sections,
apply to this section.
1.02
SCOPE OF WORK:
Furnish all material, equipment and labor as necessary to perform all earthwork complete,
including, but not limited to, the following:
Rough grading as shown on the plans, including cut, fill, backfill and backfill compaction
Subgrade preparation for walks, slabs and other facilities
Finish grading of the site
Excavation and backfill for all footings, trenches, structures, etc.
Soil compaction as required
Protective measures
Dust and noise abatement
1.03
RELATED WORK SPECIFIED ELSEWHERE:
Site Clear and Grub - Section 02110.
Excavation and backfill for any mechanical, plumbing, irrigation, drainage or electrical work appropriate sections
Fine finish grading in landscaped areas - Section 02480
1.04
QUALITY ASSURANCE:
A.
All work shall comply, without limitations, with the requirements of the following:
(2)
Storm Water Quality Associations - Stormwater Best Management Practice
Handbook (BMP Handbook) Construction Edition.
(3)
B.
Tests and Inspections:
(1)
Site Grading
SWPPP & NPDES Requirements
All work in this section shall be subject to the observation and testing as required
by the Soils Engineer selected by the City. The Soils Engineer shall submit a
compaction report to the City, certifying the Contractor's compliance with the
plans, specifications, soils reports and City grading ordinance in placing all fills
02210-1
and backfills. The Soils Engineer shall conduct all specified tests to insure
compliance. Soils Engineer shall also test, identify and make recommendations on
borrow site fill materials as specified in this section.
1.05
(2)
Number and location of soils tests to be at the discretion of the Soils Engineer to
assure uniformity and compliance with the City grading ordinance, but at least one
test per two vertical feet of fill, but not less than one test per 500 cubic yards, all as
approved by the City.
(3)
The costs of services of the Soils Engineer, specified field density and maximum
density tests, compaction reports and certificates of compliance, shall be borne by
the City. Additional tests and re-compactions made necessary by inadequate
compaction, inadequate materials provided by contractor, and inaccurate
excavations shall be paid for by the Contractor at no additional cost to the City.
GRADING OPERATIONS:
The grading contractor shall be responsible for determining their own earthwork quantities for
bidding purposes. The quantities shown on the plans are the engineer=s estimate only and are for the
sole purpose of determining city plan check and permit fees.
Contractor is responsible for all fine grading and coordination with the landscape and irrigation
contractor to achieve all fine grades shown on the plans.
All import or export necessary to achieve the grades as shown on the plans is the responsibility of
the contractor and shall be included in the contract prices including, but not limited to, spoils.
1.06
WATER:
Contractor shall make arrangements with the City of Beverly Hills Public Works to obtain
construction water. This includes, without limitation, payment for a hydrant meter and water usage
for entire job.
1.07
JOB CONDITIONS:
A.
Protection of Existing Items:
(1)
The Contractor shall furnish, place and maintain all shoring and bracing as may be
required for protection of existing structures and utility services during execution
of the work. The adequacy of and responsibility for this shall be the Contractor's
completely.
(2)
All bench marks, monuments and other reference points shall remain undisturbed
unless specifically directed otherwise by the City.
(3)
Contractor shall dig by hand as necessary to protect existing underground utilities
and existing irrigation lines, in all areas where existing utilities and/or irrigation
lines and wires are located.
Site Grading
02210-2
B.
Protection of Public:
The Contractor shall provide such barricades, temporary fences, gates, lights, warning
signs, guards, and other measures as may be necessary to assure safety and to deter
trespassers. These provisions shall be maintained during the entire duration of the work.
These temporary facilities shall be constructed, painted, and maintained in strict
conformance with the requirements of applicable codes and other governing authorities.
C.
D.
Coordination with Others:
(1)
Contractor shall give written notice to the Owner, utility agencies, and other legal
authorities prior to starting work.
(2)
Contractor shall coordinate his operations with other trades, utility firms, and
other affected public departments to assure continuity for both access and service
of all utility, service distribution lines, in conformance with applicable
requirements of these organizations. No services to any property shall be impeded.
Abandoned and Unknown Utilities:
(1)
Abandoned lines, meters and boxes, obstructions or piping, shall be removed,
plugged, or capped in accordance with the requirements and approval of the
agencies affected, or as directed by the City Inspector. Coordinate all such work
with applicable mechanical or electrical trade having responsibility. Remove all
abandoned utility lines, pipes, or conduits, to a point outside new construction
lines.
(2)
Where unmarked utility lines or other underground obstructions or piping are
uncovered within the work area, notify the City Inspector or the agencies or service
utility companies having jurisdiction and take necessary measures to prevent
interruption of service. Should such lines or services be damaged, broken, or
interrupted through the Contractor's own negligence, those services shall be
repaired immediately and restored by him at his own expense.
PART 2 - MATERIALS
2.01
DRAIN ROCK:
Drain rock for all infiltration areas shown on plan shall be ASTM C33 #57 rock, unless
otherwise directed by City Inspector.
2.02
IMPORT:
A.
All import soil used for fill in landscape areas (if deemed necessary) shall be Class `A'
topsoil per Standard Specifications, Section 212.
B.
All import soil used for structural fill shall be non-expansive, predominantly granular
material free from organic contaminants, and capable of attaining the required compacted
densities.
C.
All import soil must be approved at the borrow site by the Soils Engineer.
Site Grading
02210-3
2.03
2.04
FILL MATERIAL:
A.
All fill material must be approved by the Soils Engineer.
B.
On-site excavated materials may be used as approved by the Soils Engineer. Landscape fill
shall be Class `A' topsoil.
C.
Rocks larger than 3 inches in diameter shall be removed from all fills to be compacted.
GRANULAR BEDDING MATERIAL:
Where called for on the plans, granular bedding material shall be crushed stone or pea gravel
conforming to the following gradient:
2.05
Sieve Size
Passing
3/4"
1/2"
4"
100
95
5
CRUSHED MISCELLANEOUS BASE:
Crushed miscellaneous base (CMB) shall consist entirely of crushed rock, rock dust and
broken portland cement concrete conforming to the requirements of Section 200-2.4.1 of
the Standard Specification and the Soils Investigation Report, maximum size aggregate
shall be 3/4 inch.
PART 3 - EXECUTION
3.01
GENERAL:
A.
All demolition and clearing and grubbing of objectionable materials must be completed to
the satisfaction of the Soils Engineer before starting earthwork grading and excavation.
B.
Survey/Staking:
Contractor shall provide all survey services necessary for horizontal and vertical control
points, layouts, lines and levels, staking of work. See Section 01050 - Field Engineering for further information
Any corrections to the grading work required to obtain proper drainage and to bring it into
conformance with the intent of the plans and specifications and City codes shall be
performed by Contractor at no additional cost to the City.
C.
Contractor shall check all existing grades prior to initiating grading work as necessary to
verify that the project can be graded as proposed. Any discrepancies found should
immediately be brought to the attention of the City in writing.
Site Grading
02210-4
3.02
3.03
ROUGH GRADING:
A.
Rough grading of the site shall be in accordance with indicated contours, elevations, and
limit lines shown on the plans and shall be sufficient to allow for the depths of paving, subbase, topsoil, and compacted fills. Tolerance for rough grading is 1/10th of a foot. In all
areas, appearance and positive drainage will be governing factors in acceptability of grades.
B.
Graded material shall not be left in loose layers, but shall be stockpiled for use as
compacted fill or compacted in thin layers as grading takes place in accordance with the
requirements for compacted fill.
C.
Scarification to a minimum depth of six (6) inches or to a depth permitting twelve (12)
inches of controlled compacted fill shall be performed on all areas indicated to be
overexcavated.
D.
The Soils Engineer shall inspect all scarified surfaces prior to placement of compacted fill.
CONTROLLED FILL:
A.
Fill material shall be spread in uniform lifts of six (6) to eight (8) inches of uncompacted
thickness.
B.
Prior to starting compaction, the fill material shall be brought to optimum moisture
content by spraying with water if too dry, and aeration if too wet.
C.
D.
Thoroughly mix each lift to assure uniform distribution of water content.
Bring fills to suitable elevations above required grades to provide for effects of shrinkage
and settlement.
E.
For all areas designated to receive slabs and pavement and within a perimeter five (5) feet
outside these areas, each lift shall be compacted to a minimum of 95% of maximum density
as determined by ASTM D1557-70.
F.
Where fill is required in planting areas each lift shall be compacted to a minimum of 85%
maximum density.
G.
Perform all compaction by suitable mechanical equipment and methods approved by the
Soils Engineer.
H.
Inspection and field tests shall be carried on during grading by the Soils Engineer to assist
the Contractor in obtaining the required degree of compaction and the proper moisture
content. Where compaction of less than 90% is indicated, additional compactive effort
shall be made with adjustment of the moisture content as necessary until a minimum of
90% compaction is obtained.
I.
The material in any soft or spongy spots shall be removed to such depth as directed by the
Soils Engineer and replaced with suitable material, properly compacted.
J.
Sub-grades to receive slabs and pavements shall be finished to a tolerance of plus or minus
one-half (l/2) inch.
Site Grading
02210-5
3.04
FINE GRADING:
Fine grading as specified in this section is distinguished from finish grading specified under Section
02480 Landscape Planting.
Finish grades shall slope to drain without water pockets or irregularities and shall conform to the
intent of all plans and specifications after thorough shrinkage, settlement and compaction of the
soil. Fine grading shall allow for soil preparation work as specified under section 02480 Landscape
Planting, such that finish grades shall meet the elevations & grades indicated on the plans. Finish
grades shall meet all existing or established controls of sidewalks and curbs, and shall be of uniform
slope and grade between points of fixed elevations or elevation controls and from such points to
established grades. Tolerance for finish grading is l/4 inch, plus or minus.
Any corrections to the grading work required to obtain proper drainage and to bring it into
conformance with the intent of the plans and specifications and City codes shall be performed by
Contractor at no additional cost to the City.
3.05
EXCAVATION:
The Contractor shall make all necessary excavation for footings and slabs and to any additional
excavation necessary to provide ample room for installation of concrete forms where required.
Bottom of excavations shall be level, free from loose material and brought to the indicated or
required grades in undisturbed earth. All excavations shall be kept free from standing water. The
Contractor shall do all pumping or draining that may be necessary in carrying on the work. Should
excavations for footings, through error, be excavated to a greater depth of size than indicated or
required, such additional depth or size shall be filled with concrete, at the Contractor's expense.
3.06
BACKFILLING:
Select site material shall be used for backfill of trenches and shall be free from large stones and
clods. All bedding to be per codes. Also refer to subsections 2.04 - Granular Bedding Material and
2.05 - Crushed Miscellaneous Base in this section.
Backfill shall be deposited in layers of maximum six inch thickness.
Layers of backfill shall be moistened with water, the amount to be rigidly controlled to insure
optimum moisture conditions for the type of fill material used. Excess water causing saturated
earth beneath footings, walks, and curbs will not be permitted.
Backfill shall be compacted by suitable means to a minimum 90%.
3.07
DUST AND NOISE ABATEMENT:
During the entire period of construction, site areas shall be kept sprinkled as necessary to reduce
dust in the air and annoyance to surrounding properties. Adhere to the requirements of City
ordinances for dust and noise control and NPDES.
END OF SECTION 02210
Site Grading
02210-6
SECTION 02230 B SUB-GRADE PREPARATION
PART 1 - GENERAL
1.01
GENERAL CONDITIONS
Requirements of the Contract Documents, including but not limited to, the General, Special,
and Technical Provisions, apply to work in this Section with the same force and effect as though
repeated in full herein.
1.02
SCOPE OF WORK
Furnish materials, labor, transportation, services, and equipment necessary to perform all sub-grade
preparation work for the park as indicated on the Drawings complete as shown and as specified
herein.
Related Work:
Earthwork
Concrete Formwork
Concrete Reinforcement
Cast-In-Place Concrete
1.03
Section 02310
Section 03110
Section 03210
Section 03310
REFERENCES
Comply with the applicable reference specifications as specified in the GENERAL
PROVISIONS and in accordance with applicable laws, codes and regulations required by the
City of Beverly Hills, CA.
Comply with the current provisions of the following Codes and Standards:
ASTM - American Society for Testing and Materials.
Standard Specifications
Uniform Building Code
PART 2 - MATERIALS
2.01
SUITABLE MATERIALS
General: Fill, backfill, and embankment materials shall be suitable selected or processed clean,
fine earth, rock, or sand, and free from grass, roots, brush, or other vegetation; contamination;
or deleterious material. The size, gradation, and properties of the materials shall be in
accordance with the requirements of the Soil Report and these specifications.
Aggregate base materials under pavements shall be crushed aggregate base material constructed
to the thickness shown or specified. The percentage composition by weight of aggregate base
shall conform to the Standard Specifications.
PART 3 - EXECUTION
3.01
SUBGRADE PREPARATION
Excavate and shape subgrade to line, grade, and cross-section shown on the Drawings.
Subgrade Preparation
02230-1
Subgrade is that area on which pavement, surfacing, base, sub-base, or a layer of other material
which may be specified, is to be placed.
Plow or scarify subgrade to a depth of 6" below the final subgrade elevation; and by harrowing,
dry rolling and breaking clods, the earth shall be brought to finely divided condition. Remove
boulders, hardened material, or rock encountered. The earth shall be uniform for the full depth
and width of the subgrade.
Water loose earth to a uniform depth of 4".
Harrow the earth to mix the wet earth with the dry beneath, until the whole mass of loose
material is at the proper state of moisture for compaction.
The finished subgrade, immediately prior to placing subsequent material thereon, shall be in
accordance with the Standard Specifications and project soils report.
The finished surface of the subgrade, at any point, shall not vary more than 0.05' above or 0.2'
below the elevation indicated on the drawings unless approved in writing by Hand excavate,
expose, and report any root(s) originating from southern adjacent property that is 3” in
diameter of larger. Do not cut any root larger than 3” prior to inspection, and direction from
the City Representative.
The City will not provide any additional compensation to the Contractor for hard rock or
caliches excavation. Refer to the project soils report for test boring information and analysis.
3.02
BASE
Base shall be readily compacted and spread with equipment that will provide a uniform layer
conforming to the planned section.
3.03
CLEANUP
Upon completion of the subgrade preparation and base, remove surplus construction materials,
earth and debris so that the job site is left in a neat and orderly condition.
END OF SECTION 02230
Subgrade Preparation
02230-2
SECTION 02310 B EARTHWORK
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
Section 02210 - Site Grading
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6 (except as modified herein), apply to this project and are incorporated
herein by this reference. Part 1 is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without
limitation, General Conditions of the Contract, additional General Conditions of the Contract,
and Division 1 specification sections, apply to this section.
1.02
SCOPE OF WORK
Furnish materials, labor, transportation, services, and equipment necessary to perform all
earthwork operations related to the park as indicated on the Drawings complete as shown and as
specified herein.
The work of this Section includes all earthwork required for construction of the WORK. Such
earthwork shall include, but not be limited to, the loosening, overexcavation and recompaction,
removing, loading, transporting, depositing, and compacting in its final location of all materials
wet and dry, as required for the purposes of completing the work specified in the Contract
Documents, which shall include, but not be limited to, the furnishing, placing, and removing of
sheeting and bracing if necessary to safely support the sides of all excavation; all pumping, ditching,
draining, dewatering, and other required measures for the removal or exclusion of water from the
excavation; the supporting of structures above and below the ground; all backfilling around
structures and all backfilling of trenches and pits; the disposal of excess excavated materials;
alluvial removals, selective grading of expansive soils, soil importing or exporting, borrow of
materials to make up deficiencies for fills, and all other incidental earthwork, all in accordance with
the requirements of the Contract Documents.
Related Work:
Site Demolition
Site Grading
Sub-grade Preparation
1.03
Section 02050
Section 02210
Section 02230
REFERENCES
All work will be done in accordance with applicable laws, codes and regulations required by the
City of Beverly Hills, CA. Work shall comply with the rules and regulations of local, state and
federal agencies having jurisdiction, including, without limitation, SWPCP and NPDES. Nothing
contained herein shall be construed as permitting work that is contrary to such rules, regulations
and codes.
Comply with the current provisions of the following Codes and Standards, without limitation:
1. ASTM - American Society for Testing and Materials
2. Standard Specifications (as specified in the General Provisions [Part 1 is specifically excluded])
3. CBC B California Building Code, Title 24, Part 2, Chapter 18 and Chapter 33
4. Storm Water Quality Association B Stormwater Best Management Practice Handbook (BMP
Handbook) Construction Edition.
5. State Water Resources Control Board Order No. 92-08-DWQ
6. ASTM C136 B Method for Sieve Analysis of Fine and Coarse Aggregation
7. ASTM D448 B Sizes of Aggregate for Roadway and Bridge Construction
8. ASTM D1556 B Test Method for Density of Solid in Place by the Sand-Cone Method
9. ASTM D1557 B Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate
Mixtures Using 10 lb. Rammer and 18 inch Drop
10. ASTM D2922 B Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear
Methods (Shallow Depth)
11. ASTM D2937 B Test Method for Density of Solid in Place by the Drive-Cylinder Method
12. ASTM D3017 B Standard Test Method for Water Content of Soil and Rock in Place by Nuclear
Methods (Shallow Depth)
13. Coordinate work of this section with Permit provisions of State Water Resources Control
Board Order No. 92-08-DWQ and the Storm Water Pollution Prevention Plan.
1.04
SUBMITTALS
Submittals, including samples of materials, shall be in accordance with the GENERAL
PROVISIONS.
Samples: Submit a one-half cubic foot sample of proposed import soils (if required) per the
project=s soil report for Soils Engineer=s review and approval; identify location and source of import
soil.
1.05
QUALITY ASSURANCE
General: All soils testing and inspection during earthwork operations, other than agricultural
suitability and chemical analysis of proposed soils, will be done by a testing laboratory of the City=s
choice, at the city=s expense except as specified in Paragraph 1.5.C below.
Where soil material is required to be compacted to a percentage of maximum dry density, the
maximum dry density at optimum moisture content will be determined in accordance with the
Earthwork
02310-2
latest version of ASTM D 1557. In-place field density tests will be performed in accordance with
ASTM D 1556, (sand cone) and/or ASTM D 2922 and ASTM D 3017 (nuclear gauge). The number
and location of field density tests will be determined by the Soils Engineer.
In case the tests of the fill or backfill show non-compliance with the required density, the
CONTRACTOR shall accomplish such remedy as may be required to ensure compliance.
Subsequent testing to show compliance shall be by a testing laboratory selected by the City and
shall be at the CONTRACTOR=s expense. All imported fill material not specified in the contract
shall be tested at the CONTRACTOR=s expense and approved by the Soils Engineer.
1.06
PROJECT CONDITIONS
Existing Conditions: The existing topographic conditions are shown on the drawings for reference
only. Upon beginning the earthwork, Contractor represents that he has inspected the site and
satisfied himself as to actual grades and levels and the true conditions under which the work is to be
performed. Promptly notify the City=s Representative of unexpected subsurface conditions. The
Contractor is required to submit a "Site Acceptance" letter before earthwork operations begin.
Soil Classification: Excavated materials are not classified as to type.
1.07
PROTECTION
Protection:
1.
Protect excavations by shoring, bracing, sheeting, underpinning, or other methods, as
required to prevent cave-ins or loose dirt from entering excavations. Barricade open
excavations and post warning lights at work adjacent to public streets and walks.
Coordinate with all ordinances.
2.
Cover holes and trenches when work is not in progress. Fence or barricade changes of
plane more than 45 degrees horizontally and more than 3 feet vertically.
3.
Maintain bench marks, monuments, and other reference points. If disturbed or destroyed,
replace as directed, at no cost to the owner
4.
Protect existing berms and slopes from disruption. If slopes are disturbed, return to existing
conditions at no additional cost to the City.
5.
Underpin adjacent structure(s), including utility service lines, which may be damaged by
excavation operations.
6.
Protect existing natural areas and landscape improvements from damage.
7.
Promptly repair damage to adjacent facilities caused by earthwork operations. Cost of
repair at Contractor's expense.
Provide erosion and sedimentation control measures to prevent soil erosion and discharge of soilbearing water runoff or airborne dust to adjacent properties and walkways according to
requirements of the Storm Water Pollution Prevention Plan.
Earthwork
02310-3
Inspect, repair, and maintain erosion and sedimentation control measures during earthwork
operations.
PART 2 - MATERIALS
2.01
SUITABLE FILL AND BACKFILL MATERIAL REQUIREMENT
General: Fill, backfill, and embankment materials shall be suitable selected or processed clean, fine
earth, rock, or sand, and free from grass, roots, brush, or other vegetation; contamination; or
deleterious material. The size, gradation, and properties of the materials shall be in accordance
with the requirements of these specifications.
Suitable materials may be obtained from onsite excavations, may be processed onsite materials, or
may be imported provided these materials meet all the requirements in the Contract Documents. If
imported materials are required to meet the requirements of this Section or to meet the quantity
requirements of the project, the Contractor shall provide the imported fill materials and the
required conformance reports of test results at no additional expense to the City, unless a unit price
item is included for imported materials (including the appropriate required testing reports) in the
bidding schedule.
2.02
FILL FOR MISCELLANEOUS LANDSCAPE WORK
General Landscape Construction
1.
Mound Construction: Fill material similar to existing on-site soil with all rocks, etc., over
4" in diameter removed prior to placement. No rocks larger than 2" in diameter are
allowed in top 6" of mound.
2.03
2.
Miscellaneous Landscape Filling: Fill material similar to existing on-site soil with all rocks,
etc. over 2" in diameter removed prior to placement.
3.
Remove and dispose of rocks, etc. removed during soil processing offsite.
4.
Imported fill material shall be inspected, tested, and approved by the Soils Engineer prior to
use in work. Copy of tests will be given to the City.
PLANTING SOIL FOR PLANT BACKFILL
Native soil tilled and free of noxious weeds and chemicals. Soil must be approved as growing
medium from soils lab report with any supplementary additives as directed by soils lab report.
Copy of the soil lab report will be given to the City.
2.04
USE OF FILL AND BACKFILL MATERIAL TYPES
The Contractor shall use the types of materials as designated on the Drawings and herein for all
required fill, backfill, and embankment construction hereunder.
Where these Specifications conflict with the requirements of any local agency having jurisdiction, or
with the requirements of a material manufacturer, the City shall be immediately notified. In case of
conflict therewith, the order or precedence in the Contract or Terms and Conditions shall govern.
Earthwork
02310-4
PART 3 - EXECUTION
3.01
PREPARATION
Establish extent of grading and excavation by area and elevation. Designate and identify datum
elevation and project engineering reference points. Set required lines, levels and elevations.
Do not cover or enclose work of this Section before obtaining required inspections, tests, approvals,
and location recording.
3.02
EXISTING UTILITIES
Before starting grading and excavation, establish the location and extent of underground utilities in
the work area. Exercise care to protect existing utilities during earthwork operations. Perform
excavation work near utilities by hand and provide necessary shoring, sheeting, and supports as the
work progresses.
Maintain, protect, relocate, or extend, as required, existing utility lines to remain which pass
through the work area.
Protect active utility services uncovered by excavation. Notify respective utility companies of
damage caused to active utilities immediately.
Remove abandoned utility service lines from areas of excavation. Cap, plug, or seal abandoned
lines at source of connection and identify termination points at grade level with markers.
Accurately locate and record abandoned and active utility lines rerouted or extended on project
record documents.
3.03
SITE GRADING B GENERAL
Perform grading within contract limits, including adjacent transition areas, to new elevations,
levels, profiles, and contours indicated. Provide uniform levels and slopes between new elevations
and existing grades.
Obtain approval of scarified subgrade surfaces by City's Representative prior to filling operations.
Scarify, dry, and compact soft and wet areas; remove and replace unsuitable subgrade materials
with an approved fill material. Take corrective measures before placing fill materials.
Thoroughly scarify existing soil surface to a depth of 10" and as shown on the Soils Report and
verify scarification with City's Representative prior to placing fill material in mounded areas.
Spread approved fill material uniformly in layers not greater than 12" of loose thickness over entire
fill zones of planting areas.
1. Lift thickness requirements may be modified by City=s Representative to suit equipment and
materials or other conditions when required to assure satisfactory compaction.
Earthwork
02310-5
2. Place and compact each layer of fill before placing additional fill material. Repeat filling until
proposed grade, profile or contour is attained.
3. Suspend fill operations when satisfactory results cannot be obtained because of environmental
or other unsatisfactory site conditions. Do not use over-saturated fill materials. Do not place
fill material on over-saturated subgrade surface.
4. Grade surfaces to assure positive drainage and to prevent ponding and pockets of surface
drainage. Install drainage swales as indicated on the Drawings.
5. Protect finish graded areas from traffic and erosion. Keep free of trash and debris. Repair and
reestablish grades in settled, eroded and damaged areas.
If, in the opinion of the City, the completed site grading does not reflect the Contract Documents,
an independent surveyor may be hired to verify the grades. If the grades are correct, the City will
pay for the survey. If the grades are incorrect, the cost of the survey will be deducted from the
Contract price.
3.04
BACKFILLING / FILLING FOR PAVING & WALLS
Before filling, remove debris, large rocks, formwork and loose material.
Proof-roll areas to receive fill with rubber tired roller of sufficient weight. Weak areas or areas
where excessive pumping is noted shall be removed, and if required by the City, replaced with
select fill.
Prior to placing fill, scarify surface to a depth of 6 inches. Moisture content of loosened material
shall be such that first layer of fill will readily bond to surface.
Top 6 inches shall be free from rocks larger than 3 inches diameter.
Place in maximum 8-inch lifts and compact per ASTM D 1557 at optimum moisture content (-1%
to +3%). This lift and compaction requirement does not apply to planting areas.
Moisten fill to allow drying to correct moisture content before compaction. Do not place fill on
subgrade that is over-saturated.
Paving subgrade per plan and soils report.
Allowing for total thickness of finish paving and base material, fill under paving to bring subgrade
to proper elevation.
Soft areas that develop under construction operations shall be scarified, aerated or moistened.
Compact to full depth required to obtain specified density for each layer.
3.05
EXCAVATING
It is the Contractor's responsibility to investigate the likelihood of caliches or hard rock excavation.
The City will not provide any additional compensation to the Contractor for hard rock or caliches
excavation.
Earthwork
02310-6
3.06
FINISH GRADING
Grade uniformly with rounded surfaces at tops and bottoms of abrupt changes in plane. Hand
grade steep slopes, areas that are inaccessible for machine work and areas around existing plants.
Slope graded surfaces to drain water away from structures, walls, etc.; minimum slope is 1/4
inch per foot.
Grade areas to elevation and slopes indicated without depressions causing pocketing of surface
water or humps, producing localized runoff and erosion. Ponding of water on site is not allowed.
Finish surfaces to be not more than 0.10 foot above or below established grade elevation.
See Subsection 3.03 Soil Preparation under Section 02480 Planting for additional fine grading
requirements.
3.07
DRAINAGE
Provide drainage of the working area at all times.
3.08
DISPOSAL OF WASTE MATERIALS
Legally dispose excess excavated material, including rock from site.
309
CLEANING
Upon completion of earthwork operation, clean areas within contract limits, remove tools and
equipment.
Provide site clear, clean, free of debris and suitable for site work operations.
Remove and dispose of properly off site all rocks and other debris from grading operations.
END OF SECTION 02310
Earthwork
02310-7
SECTION 02441 - IRRIGATION
PART I - GENERAL
1.01
SCOPE:
The work required is indicated on the drawings and includes, but is not limited to, lawn and shrub
irrigation systems, automatic controller, remote control valves, quick coupler valves, and water and
electric services.
1.02
SUBMITTALS:
A.
B.
Materials List:
1.
Complete material list shall be submitted prior to performing any work. Catalog
data and full descriptive literature must be submitted whenever the use of the items
different than those specified is requested. Notarized certificate must be submitted
by plastic pipe and fitting manufacturer indicating that material complies with
specifications, unless material has been previously approved.
2.
Material list shall be submitted using the following format (double spaced between
each item):
Item
Description
Manufacturer Model
1.
2.
Etc.
Pressure Pipe
Lawn Head
Etc.
Lasco
Rainbird
Etc.
Record Drawings:
1.
Record accurately on one set of contract drawings all changes in the work
constituting departures from the original contract drawings.
2.
The changes and dimensions shall be recorded in a legible and workmanlike
manner to the satisfaction of the City. Prior to final inspection of work, submit
record drawings to City for approval.
3.
Dimensions from two permanent points of reference (buildings, monuments,
sidewalks, curbs, pavement, etc.). Data to be shown on record drawing shall be
recorded day to day as the project is being installed. All lettering on drawings shall
be minimum 1/8 inch in size.
4.
Show locations and depths of the following items:
a.
b.
c.
Irrigation
Sch. 40
1804-SAM-PRS
Etc.
Point of connection.
Routing of sprinkler pressure lines (dimension maximum 100 feet along
routing)
Gate valves.
02441-1
d.
e.
f.
g.
5.
1.03
Sprinkler control valves.
Quick coupling valves.
Routing of control wires.
Related equipment (as may be directed).
Maintain record drawings on-site at all times. Upon completion of work, transfer
all as-built information and dimensions to reproducible sepia prints.
INSPECTIONS:
A.
B.
Inspections Will Be Required For:
1.
Pressure test of irrigation main line.
2.
Coverage test.
3.
Final inspection/start of maintenance. Final inspection shall be performed by the
City in the presence of owner or his representative.
4.
Final acceptance.
Inspection Requests:
Contractor shall notify the City Inspector in advance for requesting all inspections as
follows:
Pressure supply line installation and testing - 36 hours (1 2 working days)
System layout - 36 hours (1 2 working days)
Coverage Tests - 36 hours (1 2 working days)
Final Inspection - 48 hours (2 working days)
When inspections have been conducted by other than the City Inspector, the Contractor
shall show evidence of when and by whom these inspections were made.
No inspection will commence without "record" prints. In the event the Contractor calls for
an inspection without up to date "record" prints, without completing previously noted
corrections, or without preparing the system for inspection, the inspection will be canceled
and the Contractor back charged for the direct costs of all City personnel time and
consultant time lost.
C.
Closing In Uninspected Work:
Do not allow or cause any of the work of this section to be covered up or enclosed until it
has been inspected, tested, and approved by the City.
D.
Coverage Test:
When the sprinkler system is completed, Contractor shall perform a coverage test in the
Irrigation
02441-2
presence of the City and the Landscape Architect to determine if the water coverage for
planting areas is complete and adequate. This test shall be accomplished before any
planting.
E.
1.04
Hydrostatic Tests:
1.
All pressure lines shall be tested under a hydrostatic pressure of 150 psi for a period
of not less than two hours.
2.
All hydrostatic tests shall be made in the presence of the City. No pressure line
shall be backfilled until it has been inspected, tested, and approved in writing.
3.
Contractor shall furnish necessary force pump and all other test equipment.
TURNOVER ITEMS:
A.
B.
Controller Charts:
1.
Record drawings must be approved by City before charts are prepared.
2.
Provide one plastic laminated controller chart for each automatic controller.
Chart shall show the area covered by controller.
3.
The chart is to be a reduced copy of the actual "record" drawing. In the event the
controller sequence is not legible when the drawing is reduced, it shall be enlarged
to a readable size.
4.
Chart shall be a blackline print with a different color used to show the area of
coverage for each station.
5.
When completed and approved, the chart shall be hermetically sealed between two
pieces of plastic, each piece being a minimum 20 mils in thickness.
Operation and Maintenance Manuals:
1.
Two individually bound copies of operation and maintenance manuals shall be
delivered to the City 10 calendar days prior to final inspection. The manuals shall
describe the material installed.
2.
Each complete, bound manual shall include the following information:
a.
b.
c.
Irrigation
Index sheet stating Contractor's address and telephone number, duration
of guarantee period, list of equipment including names and addresses of
local manufacturer representatives.
Complete operating and maintenance instructions for all equipment.
Spare parts lists and related manufacturer information for all equipment.
02441-3
C.
Equipment:
1.
Supply as part of this contract the following items:
a.
b.
c.
d.
e.
f.
g.
h.
i.
2.
1.05
4 additional sprinkler heads of each type and spray pattern shown.
Two (2) wrenches for disassembly and adjustment of each type of
sprinkler head involved.
Three 30-inch sprinkler keys for manual operation of control valves.
Two keys for each automatic controller.
Two couplers with a 3/4" bronze hose bib. Bent nose type with hand
wheel and two coupler keys.
One soil probe 36 inches in length, Oakfield Model B, or equal.
One valve box cover key or wrench.
One 5-foot tee wrench for operating gate valves 3 inches or larger.
Backflow device valve handles and Public Works inspection
documentation.
The above equipment shall be turned over to the City at the final inspection.
GUARANTEE:
A.
General: The entire sprinkler system, including all work done under this contract, shall be
guaranteed against all defects and fault of material and workmanship for a period of one
(1) year following the filing of the Notice of Completion. All materials used shall carry a
manufacturer's guarantee of one (1) year.
Should any problem with the irrigation system be discovered within the guarantee period, it
shall be corrected by the Contractor at no additional expense to the City within ten (10)
calendar days of receipt of written notice from the City. When the nature of the repairs as
determined by the City constitute an emergency (e.g. broken pressure line) the City may
proceed to make repairs at the Contractor's expense. Any and all damages to existing
improvement resulting either from faulty materials or workmanship, or from the necessary
repairs to correct same, shall be repaired to the satisfaction of the City by the Contractor,
all at no additional cost to the City.
B.
Form of Guarantee: Guarantee shall be submitted on Contractors own letterhead as
follows:
FORM OF:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects
in materials and workmanship, and the work has been completed in accordance with the drawings and
specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace
any defects in materials or workmanship which may develop during the period of one year from date of
filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or
replacing of such defects at no additional cost to the City. We shall make such repairs or replacements
within 10 calendar days following written notification by the City. In the event of our failure to make such
repairs or replacements within the time specified after receipt of written notice from the City, we authorize
Irrigation
02441-4
the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and
charges therefore upon demand.
PROJECT:
LOCATION:
SIGNED:
ADDRESS:
PHONE:
1.06
C.
After the system has been completed, the Contractor shall instruct the Parks Department
Representative in the operation and maintenance of the system and shall furnish a complete
set of operating instructions.
D.
Any settling of trenches which may occur during the one-year period following acceptance
shall be repaired to City's satisfaction by the Contractor without any additional expense to
the City. Repairs shall include the complete restoration of all damage to planting, paving
or other improvements of any kind as a result of the work.
IRRIGATION SYSTEM DESIGN:
Irrigation design is based on 60 psi available water pressure at 10 gpm. Contractor shall verify
working water pressure prior to construction. Should a discrepancy exist, notify Landscape
Architect prior to beginning construction.
PART II - MATERIALS
2.01
GENERAL:
Materials or equipment installed or furnished that do not meet the City standards will be rejected
and shall be removed from the site at no expense to the City.
2.02
PIPE:
A.
Pressure supply line from point of connection through backflow prevention unit shall be
Type ‘K’ brass or copper pipe.
B.
Pressure supply lines 2-1/2 inches in diameter and up to 6 inches in diameter downstream of
backflow prevention unit shall be Class 315 solvent weld PVC.
C.
Pressure supply lines 2 inches in diameter and smaller downstream of the backflow
prevention unit shall be Schedule 40 solvent weld PVC.
D.
Non-pressure lines shall be Class 200 PVC.
Irrigation
02441-5
2.03
2.04
2.05
2.06
COPPER PIPE AND FITTINGS:
A.
Copper pipe shall be Type 'K', hard tempered ASTM B 88 and fittings shall be wrought
solder joint type in accordance with ANSI B16.22.
B.
Joints shall be soldered with silver solder, conforming to ASTM B206.
BRASS PIPE AND FITTINGS:
A.
Brass pipe shall be 85 percent red brass, ANSI, Schedule 40 screwed pipe.
B.
Fittings shall be medium brass, screwed 125-pound class.
GALVANIZED STEEL PIPE AND FITTINGS:
A.
All galvanized steel pipe shall be Schedule 40, threaded, coupled, and hot-dipped
galvanized, and shall comply with the requirements of ASTM A 120-66 or ASTM A 53-67.
B.
All fittings for galvanized steel pipe shall be 150-pound rated galvanized malleable iron,
banded pattern.
C.
Pipe sizes indicated on the drawings are nominal inside diameter, unless otherwise noted.
PLASTIC PIPE AND FITTINGS:
A.
All plastic pipe shall bear the following markings: manufacturer's name, nominal pipe size,
schedule or class, type of material, pressure rating in psi, NSF seal of approval, and the date
of extrusion.
B.
All plastic pipe shall be extruded of an improved PVC virgin pipe compound.
C.
Rubber gasket PVC pipe, couplings, and fittings shall conform to ASTM D 1784 Type I,
Grade I, 2,000-psi design stress. Couplings, rubber gaskets, and fittings shall be as
approved by the pipe manufacturer.
D.
Ring-type rubber gasket couplings shall permit a 5 degree deflection of the pipe at each
coupling (2-1/2 degree each side) without exfiltration or infiltration,, cracking or breaking.
E.
All fittings shall be standard weight Schedule 40 and shall be injection molded of an
improved PVC fitting compound. Threaded plastic fittings shall be injection molded. All
tees and ells shall be side gated.
F.
All threaded nipples shall be standard weight Schedule 80 with molded threads.
E.
All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer
and solvent cement applied per the manufacturer's recommendations. Cement shall be of a
fluid consistency, not gel-like or ropy.
Irrigation
02441-6
2.07
BACKFLOW PREVENTION UNITS:
The backflow prevention unit shall be as indicated on the drawings.
2.08
VALVES:
A.
B.
Gate Valves:
1.
Gate valves 2 inches or smaller shall have screwed joints and brass bodies.
2.
All gate valves larger than 3 inches in diameter shall have 2-inch-square operating
units and have an arrow cast in the metal indicating the direction of opening.
Valves shall have iron body and be bronze mounted.
3.
All gate valves larger than 2 inches and up to 3 inches in diameter shall conform to
(1) or (2) above.
4.
All gate valves shall have a minimum working pressure of not less than 150 psi and
shall conform to AWWA standards.
Quick Coupling Valves:
Body of valves shall be brass with a wall thickness guaranteed to withstand normal
working pressure of 150 psi without leakage. Valves shall have 3/4-inch female threads
opening at base, with two-piece body. Construct valves to be operated only with a coupler,
designed for that purpose. Coupler is inserted into valve and a positive, watertight
connection shall be made between coupler and valve. Hinge cover shall be brass with a
yellow rubber-like vinyl cover bonded to it.
C.
Manual Control Valves:
Antisiphon-type valves shall be all bronze with swivel-type replaceable seating members
and an approved vacuum breaker as an integral part of assembly.
D.
Remote Control Valves:
Valves shall be spring-loaded, self-cleaning, packless diaphragm activated, of a normally
closed type.
2.09
VALVE BOXES:
A.
Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant
to sunlight and chemical action of soils.
B.
The valve box cover shall be secured with a hidden latch mechanism or bolts.
C.
The cover and box shall be capable of sustaining a load of 1,500 pounds.
D.
Valve box extensions shall be by the same manufacturer as the valve box.
Irrigation
02441-7
2.10
E.
Gate valve boxes shall be round plastic boxes with bolt-down covers marked "GATE
VALVE," heat branded in 2" high characters; AMETEK or approved equal.
F.
Remote control valve boxes shall be rectangular plastic boxes with bolt-down covers
marked "CONTROL VALVE"; and with the valve identification number heat branded in
2" high characters; AMETEK or approved equal.
G.
Colors of boxes shall be as called for on the plans.
AUTOMATIC CONTROLLER:
Automatic controller shall be as called for on the plans.
2.11
2.12
2.13
ELECTRICAL:
A.
All electrical equipment shall be NEMA Type 3, waterproofed for exterior installation.
B.
All electrical work shall conform to local codes and ordinances.
WIRING:
A.
Remote control wire shall be direct-burial AWG-UF type, sized according to
manufacturer's specifications, and in no case smaller than 14 gage.
B.
Connections shall be either epoxy-sealed packet-type or Penn-Tite connectors.
C.
Common wires shall be white in color. (Where two or more controllers are used, the
common wires shall be white with a different color stripe for each controller.) Control
wires shall be black (where two or more controllers are used, the control wires shall be a
different color for each controller.) These colors shall be noted on as-built plans located on
controller door.
SPRINKLERS:
Sprinklers shall be as called for on the plans.
2.14
PUMPS:
Submit full data on all equipment and operating instructions for approval. When pumps are
required, controller shall be equipped with a 110-volt pump starter relay as an integral part.
PART III - EXECUTION
3.01
GENERAL:
A.
Water Supply:
Connections to or the installation of the water supply shall be at the locations shown on the
Irrigation
02441-8
civil engineer’s drawings. Minor changes caused by actual site conditions shall be made at
no additional cost to the City.
B.
Electrical Service:
Contractor shall make 120V connection to the irrigation controllers.
C.
Layout:
Layout irrigation systems and make minor adjustments required due to differences between
site and drawings. Where piping is shown on drawings under paved areas, but running
parallel and adjacent to planted areas, install the piping in the planted areas.
D.
Diagrammatic Intent:
The drawings are essentially diagrammatic. The size and location of equipment and
fixtures are drawn to scale where possible. Provide offsets in piping and changes in
equipment locations as necessary to conform with structures and to avoid obstructions or
conflicts with other work.
E.
Grades:
Before starting work, carefully check all grades to determine that work may safely proceed,
keeping within the specified material depths with respect to finish grade.
F.
G.
H.
Inspections:
1.
Prior to all work of this section, carefully inspect the installed work of all other
trades and verify that all such work is complete to the point where this installation
may properly commence.
2.
Verify that irrigation system may be installed in strict accordance with all pertinent
codes and regulations, the original design, the referenced standards, and the
manufacturer's recommendations.
Discrepancies:
1.
In the event of discrepancy, notify the City and the Landscape Architect.
2.
Do not proceed with installation in areas of discrepancy until all discrepancies
have been resolved.
Field Measurements:
Make all necessary measurements in the field to ensure precise fit of items in accordance
with the original design. Contractor shall coordinate the installation of all irrigation
materials with all other work.
Irrigation
02441-9
3.02
3.03
3.04
TRENCHING:
A.
Dig trenches and support pipe continuously on bottom of ditch. Lay pipe to an even grade.
Trenching excavation shall follow layout indicated on drawings to the depths below
finished grade and as noted. Where lines occur under paved area, these dimensions shall be
considered below subgrade.
B.
Provide minimum cover of 24 inches, maximum 30 inches on pressure supply lines 3 inches
and larger.
C.
Provide minimum cover of 18 inches, maximum 24 inches on pressure supply lines 2 2
inches and smaller.
D.
Provide minimum cover of 18 inches, maximum 24 inches for control wires.
E.
Provide minimum cover of 12 inches, maximum 16 inches for non-pressure lines.
F.
Provide minimum cover of 24 inches, maximum 30 inches for all pipe sleeved under paving.
G.
Where it is necessary to excavate adjacent to existing trees, the Contractor shall avoid
injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall
be done by hand. All roots 2 inches and larger in diameter shall be tunneled under and
shall be heavily wrapped with wet burlap to prevent scarring or drying. Where trenching
machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the
trench adjacent to the tree shall be hand trimmed, making a clean cut through the roots.
Roots 1 inch and larger in diameter shall be painted with two coats of Tree Seal or
approved equal. Trenches adjacent to trees shall be closed within 24 hours.
BACKFILLING:
A.
Initial backfill on all lines shall be of fine granular material with no foreign matter larger
than 2 inch in size.
B.
Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the
full width of the trench and the full length of the pipe. Materials shall be sufficiently damp
to permit thorough compaction, free of voids. Backfill shall be compacted to dry density
equal to adjacent undisturbed soil and shall conform to adjacent grades.
C.
Flooding in lieu of tamping is not allowed without specific prior approval.
D.
Under no circumstances shall truck wheels be used to compact soil.
E.
Provide sand backfill a minimum of 6 inches over and under all piping under paved areas.
PIPING:
A.
Irrigation
Piping under existing pavement may be installed by jacking, boring, or hydraulic driving.
No hydraulic driving is permitted under asphaltic concrete pavement.
02441-10
3.05
B.
Cutting or breaking of existing pavement is not permitted.
C.
Carefully inspect all pipe and fittings before installation, removing dirt, scale, and burrs
and reaming; install pipe with all markings up for visual inspection and verification.
D.
Exercise care in handling, loading, unloading, and storing plastic pipe and fittings; store
plastic pipe and fittings under cover until ready to install; transport plastic pipe on a vehicle
with a bed long enough to allow the pipe to lay flat, avoid undue bending and any
concentrated external load.
E.
Remove all dented and damaged pipe sections.
F.
Contractor shall install concrete thrust blocking at all changes of direction and terminal
points of pressure pipe.
G.
All lines shall have a minimum clearance of 6 inches from each other and 12 inches from
lines of other trades.
H.
Parallel lines shall not be installed directly over one another.
I.
In solvent welding, use only the specified primer and solvent cement and make all joints in
strict accordance with the manufacturer's recommended methods; allow solvent welds at
least 15 minutes setup time before moving or handling and 24 hours curing time before
filling.
J.
360 degree applicators shall be used to apply primer and solvent on sizes 2 inches and
larger.
K.
Centerload all plastic pipe prior to pressure testing.
L.
All threaded plastic-to-plastic connections shall be assembled using Teflon tape.
M.
For plastic-to-metal connections, work the metal connections first. Use a nonhardening
pipe dope on all threaded plastic-to-metal connections, except where noted otherwise.
ASSEMBLIES:
A.
Install all assemblies specified herein according to the respective detail drawings or
specifications, using best standard practice.
B.
Install backflow assemblies at locations approved in the field and at height required by
local codes.
C.
Valves shall be installed in shrub areas whenever possible per City standards.
D.
Each valve box shall be installed on a foundation of pea gravel backfill, 3 cubic feet
minimum. Valve boxes shall be installed with their tops 3/4 inch above the surface of
surrounding finish grade in lawn areas.
Irrigation
02441-11
3.06
3.07
3.08
3.09
3.10
CONTROLLER:
A.
The exact location of the controller shall be approved by the City before installation. The
electrical service shall be coordinated with this location.
B.
Controller shall be located in the storage room. Maintenance access shall be provided.
C.
Pump starter shall be connected to controller pump starter relay switch.
D.
The irrigation system shall be programmed to operate during the periods of minimal use of
the design area.
WIRING:
A.
Wiring shall occupy the same trench and shall be installed along the same route as the
pressure supply lines and shall be located below the supply lines wherever possible.
B.
Where more than one wire is placed in a trench, the wiring shall be taped together at
intervals of 12 feet.
C.
All connections shall be of an approved type and shall occur in a valve box. Provide an 18inch service loop at each connection.
D.
An expansion loop of 12 inches shall be provided at each wire connection and/or
directional turn, and one of 24 inches shall be provided at each remote control valve.
E.
A continuous run of wire shall be used between a controller and each remote control valve.
Under no circumstances shall splices be used without prior approval.
FLUSHING THE SYSTEM:
A.
Prior to installation of sprinkler heads, the valves shall be opened and a full head of water
used to flush out the lines and risers.
B.
Sprinkler heads shall be installed after flushing the system has been completed.
SPRINKLER HEADS:
A.
Sprinkler heads shall be installed as designated on the drawings and per City standards.
B.
Spacing of heads shall not exceed maximum indicated on the drawings.
ADJUSTING THE SYSTEM:
A.
Contractor shall adjust valves, align heads, and check coverage of each system prior to
coverage test.
B.
If it is determined by the City that additional adjustments or nozzle changes will be
required to provide proper coverage, all necessary changes or adjustments shall be made
Irrigation
02441-12
prior to any planting.
C.
3.11
The entire system shall be operating properly before any planting operations commence.
COMPLETION CLEANING:
Upon completion of the work, Contractor shall smooth all ground surfaces; remove excess
materials, rubbish, debris, etc,; sweep adjacent streets, curbs, gutters, walkways, and trails; and
remove construction equipment from the premises.
END OF SECTION
F:\Specs\Irrigation.wpd
Irrigation
02441-13
SECTION 02445 - TEMPORARY CHAINLINK FENCING
1.01
TEMPORARY FENCING:
Install a 6' tall (min.) temporary construction fence prior to beginning any site work, at the frontage
of the park property. The fence shall be chain link (new or used), free of openings or breaks in the
fabric, with fence posts at 10' O/C maximum. Fencing shall incorporate green “tennis court”
windscreen material, securely fastened to top and bottom of chain link fabric, for the entire secured
perimeter of the fence line. The fence shall be maintained in place throughout the construction
phase period through to the end of the ninety (90) day landscape maintenance period. Install ANo
Trespassing@ signs minimum 20' o.c., with wording presented in both English and Spanish. The
temporary fence shall be removed prior to final inspection/project acceptance at the end of the
maintenance period.
END OF SECTION 02445
Temporary Chainlink Fencing
02445-1
SECTION 02461 - PLAY EQUIPMENT
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6, apply to this project and are incorporated herein by this reference. Part 1
is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division
1 specification sections, apply to this section.
1.02
SCOPE OF WORK:
The work under this section shall include, without limitation, all labor, materials, and equipment
required to install the play equipment complete as specified. The equipment shall be assembled on
site as per manufacturing recommendations and this section. All work and equipment provided
shall be subject to approval of the City.
1.03
SHOP DRAWINGS OR CATALOGS:
Six (6) copies of shop drawings which show complete details will be provided for all items requiring
shop fabrication in accordance with Section 2-5.3 of the Standard Specifications.
1.04
GUARANTEE & LIABILITY INSURANCES:
A.
Manufacturer shall guarantee all materials and workmanship for a period of one (1) year
exclusive of vandalism. Manufacturer will be required to provide product liability
insurance coverage in the minimum amounts of $1,000,000.00 per incident.
The Manufacturer will be required to provide complete installation drawings including
specifications and a replacement parts list for all products.
B.
1.05
Contractor shall provide a written guarantee on his firms letterhead using City format, for
all materials and workmanship for a period of one (1) year exclusive of vandalism. Written
guarantee shall be submitted to the City at the final inspection prior to final acceptance of
the work.
PROPOSED SUBSTITUTIONS:
Products proposed for substitution as "equals" to those specified are subject to the approval of
the City. If at the time proposed equals are delivered to the site it is determined by the City that
they are not equal to those specified, they shall be removed and products as specified provided
by the contractor at no additional cost to the City.
1.06
LOCATION INSPECTION:
No equipment or apparatus or foundations for same shall be placed until location stakes have been
Play Equipment
02461-1
inspected by the City Representative.
PART 2 - MATERIALS
2.01
CHILD PLAY STRUCTURE #2:
Shall consist of custom GameTime play equipment per quote #68488, prepared by Great Western
Parks & Playground, (626)705-7134, or approved equal.
2.02
SAFETY SURFACING
Shall consist of custom design with TotTurf poured-in-place aliphatic rubber surfacing product,
prepared by Great Western Parks & Playground, (626)705-7134, or approved equal.
PART 3 - EXECUTION
3.01
GENERAL:
Installation shall be in the approximate locations shown on the drawings. Final approval of precise
location by the City is required. In case of conflict between construction plans and manufacturer's
requirements, the more stringent shall apply.
3.02
VANDAL RESISTANCE:
All fasteners shall be either deformed or tack welded together to prevent unauthorized removal of
the fasteners. Paint with galvi-con after deformation/welding.
3.03
CONCRETE WORK:
All concrete foundation work shall be performed in accordance with the Standard Specifications,
Section 201. Per recommendations listed within the Soils Report, all concrete shall conform to
Concrete Class Use Table, Section 201-1.1.3(A), of the Standard Specifications and shall be 658CME-4500-P (4,500 pounds per square inch ultimate compressive strength at 28 days) unless
otherwise noted. Concrete mix shall have a maximum water/ cement ratio of 0.45.
3.04
CLEAN-UP:
Project area shall be left clean and orderly upon completion.
END OF SECTION 02461
Play Equipment
02461-2
SECTION 02470 - SITE FURNISHINGS
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6, apply to this project and are incorporated herein by this reference. Part 1
is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division
1 specification sections, apply to this section.
1.02
SCOPE OF WORK:
The work included in this section generally consists of providing all labor, equipment and materials
necessary to install all site furnishings complete as shown on the plans and as described herein.
1.03
1.04
SUBMITTALS:
A.
Contractor shall submit a written work schedule and cost breakdown for the various
elements of the work at the pre-construction conference. Contractor shall also submit a
complete list of materials along with manufacturers catalog data for all materials proposed
for use in the work as a substitute for those specified herein.
B.
Manufacturer's Product Data: Submit six (6) copies of manufacturer's literature for each
item of site furnishings.
C.
Submit supplier’s certificates attesting that the materials furnished will meet specifications.
DELIVERY, STORAGE AND HANDLING:
A.
1.05
Contractor assumes all responsibility for storage of all materials relative to this project.
City assumes no liability for losses or damages from any cause as a result of such storage.
JOB CONDITIONS - PROTECTION:
After slabs are poured and site furnishings are installed, all damage to surrounding turf and/or
irrigation system shall be repaired by the contractor at the contractor's expense. All trees and
shrubs in and around the project site shall be protected by the contractor and, if damaged, replaced
at the contractor's expense. This provision is in effect until acceptance by owner of the complete
project.
1.06
LOCATION INSPECTION:
No equipment, apparatus or foundations shall be placed until location stakes have been inspected
and accepted by the City.
Site Furnishings
02470-1
1.07
GUARANTEE & LIABILITY INSURANCES:
A.
Manufacturer shall guarantee all materials and workmanship for a period of one (1) year
exclusive of vandalism. Manufacturer will be required to provide product liability
insurance coverage in the minimum amounts of $1,000,000.00 per incident.
The manufacturer will be required to provide complete installation drawings including
specifications and a replacement parts list for all products.
B.
Contractor shall provide a written guarantee on his firm's letterhead for all materials and
workmanship for a period of one (1) year exclusive of vandalism. Written guarantee shall
be submitted to the City at the final inspection prior to final acceptance of the work.
PART 2 - PRODUCTS
2.01
PICNIC TABLES:
Shall be Dumor pedestal picnic table, or approved equal. Two styles of this picnic table are used on
the project:
1.
4-Seat steel pedestal, model #101-40
2.
3-Seat steel pedestal, model #101-30
All picnic tables are to be black, and receive S-1 permanent embedment support. The picnic tables
are available directly from The Wakefield Company (949)552-1130.
2.02
TRASH RECEPTACLE:
Shall be Dumor ‘Receptacle 84’ model #84-32-FTO with 32 gallon plastic liner, or approved equal.
All trash receptacles are to be black, and receive S-1 permanent embedment support. The trash
receptacles are available directly from The Wakefield Company (949)552-1130.
PART 3 - EXECUTION
3.01
LAYOUT:
Contractor shall stake/mark locations for all slabs and foundations and shall obtain the approval of
their location from Landscape Architect prior to commencing any digging. Locations shall be
adjusted to provide minimum clear distances required from all edges of slabs, trees, irrigation
heads, or other obstructions.
3.02
CONCRETE WORK:
All concrete work shall conform with the standard specifications. Contractor shall obtain the
approval of all forming from the City Inspector prior to pouring any concrete slabs. Foundations
holes shall be inspected and approved by the Inspector prior to pouring concrete.
3.03
FURNITURE INSTALLATION:
A.
Site Furnishings
All site furnishings shall be installed with vandal-proof hardware or made vandal-proof
(deforming or peening).
02470-2
B.
3.04
Block outs for "after slab installation" will not be allowed.
CLEAN-UP:
Contractor shall clean up and legally dispose of all unused materials, excess soil, and debris at
regular intervals throughout the duration of the work, and as directed by the City Representative.
3.05
PROTECTION OF EXISTING IMPROVEMENTS:
Contractor shall protect all existing improvements from damage.
END OF SECTION 02470
Site Furnishings
02470-3
SECTION 02480 - PLANTING
PART 1 - GENERAL
1.00
RELATED DOCUMENTS:
Drawings, project manual, and general provisions of the Contract, including, without
limitations, General Conditions of the Contract, additional General Conditions of the
Contract, and specification sections, apply to this section.
1.01
SCOPE:
The work required is indicated on the drawings and includes, but is not limited to: soil
preparation; finish grading; planting trees; guying and staking trees; planting shrubs and
ground cover; sod installation; soil erosion control; maintenance; plant establishment period;
guarantees; and replacement.
1.02
1.03
GUARANTEE:
A.
All trees installed under the contract shall be guaranteed against any and all poor,
inadequate or inferior materials and/or workmanship for a period of one (1) year.
B.
During the guarantee period, any material found to be dead, missing, or in poor
condition shall be replaced by the Contractor within ten (10) days of written
notification. The City shall be the sole judge as to the condition of the material.
C.
Replacement shall be made in accordance with these specifications and the plans.
D.
Material and labor involved in replacing plant material shall be provided by the
Contractor at no additional cost to the City.
INSPECTIONS:
Inspections will be required. The Contractor shall contact the City at least 48 hours (2 working
days) in advance of an anticipated inspection. At a minimum, an inspection will be required at
each of the steps listed below:
A.
Upon completion of fine grading, and prior to commencement of soil preparation, for
acceptance of fine grading work and taking of soils samples.
B.
Inspection of completed finish grading work per this section following soil amendment
work.
C.
When trees are spotted for planting, but before planting holes are excavated.
D.
When planting and all other indicated or specified work has been completed.
E.
During application of pre-emergent chemical.
F.
At start of plant establishment and maintenance period.
Planting
02480-1
G.
1.04
At the end of the plant establishment period, concurrent with final acceptance of the
project for maintenance by the City. This acceptance for maintenance will be
confirmed in writing by the Landscape Architect and the City’s Representative.
AGRONOMIC SOILS TEST:
Contractor shall notify Landscape Architect upon completion of fine grading and prior to
commencement of soil preparation work. The Contractor will obtain agronomic soils tests for
all planting areas after completion of fine grading and prior to start of soil preparation work.
Tests will be performed by City approved agronomic soils testing laboratory and will include a
fertility and suitability analysis with written recommendations for soil preparation, planting
backfill mix, auger hole requirements, and post plant fertilization program. The soils report
recommendations shall take precedence over the minimum amendment and shall be approved
by the Landscape Architect PRIOR to planting in writing, and fertilizer application rates
specified herein only when they exceed the specified minimums. A copy of the soils report shall
be submitted to the City for approval.
1.05
SUBMITTALS:
A.
The following written certifications are required to be submitted to the Landscape
Architect upon delivery of the respective materials to the job site:
Total Quantity of commercial fertilizers by type
Total Quantity of soil amendments and conditioners by type
Total Quantity of sod
Total Quantity of mulch
Total Quantity of iron sulphate
B.
All bagged products (fertilizers, etc.) shall stay on the site in a neat and orderly manner
until the final approval by the Landscape Architect.
PART II - MATERIALS
2.01
FERTILIZER, SOIL AMENDMENTS AND CONDITIONERS:
The following materials are listed for bidding purposes only. The current Agronomic Soils
Report, as prepared per Subsection 1.04 above, shall take precedence for fertilizers, soil
amendments, and conditioners.
A.
Planting Tablets: Tightly compressed long-lasting, 12 month slow-release fertilizer
tablets weighing 7 grams, and having an analysis as recommended by the agronomic
soils report.
B.
Commercial fertilizer shall bear the manufacturer's guaranteed statement of analysis
and shall meet the following minimum requirements: 14% nitrogen, 7% phosphoric
acid, 7% potash with 30% humus and 6% humic acids.
Planting
02480-2
C.
Organic Soil Amendment:
Shall be nitrogen fortified redwood, cedar, or fir sawdust and shall contain minimum
1% available nitrogen. Material containing manure, pine, or other material will not be
accepted.
D.
Mulch:
Shall be aged nitrogen fortified redwood, cedar or fir wood chips and bark, 3 inch
minus in size and dark in color and shall contain minimum 1% available nitrogen.
2.02
E.
Soil Conditioner/Fertilizer:
Shall be per agronomic soil testing recommendations.
F.
Soil Conditioners:
Shall be per agronomic soil testing recommendations.
PLANTS:
Landscape Architect and the City’s Representative to accompany contractor to source of
purchase (250 miles max. from project site) and approve trees and shrubs and tag, at the
discretion of the City.
A.
All plants shall be true to name, and one of each bundle or lot shall be tagged with the
name and size of plants in accordance with the standards of practice recommended by
the American Association of Nurserymen. The root condition of plants furnished in
containers shall be determined by removal of earth from the roots of not less than two
plants nor more than 2% of the total number of plants of each species or variety except
when container-grown plants are from several different sources: in which case, the
roots of not less than two plants of each species or variety from each source shall be
checked by the City’s Representative at his option. The selection of plants to be
checked will be made by the City’s Representative. All plants rendered unsuitable for
planting shall be considered as samples, and replacements shall be provided at no
additional cost. In case the sample plants are found to be defective, the entire lot or
lots of plants represented by the defective samples will be rejected.
B.
All trees and shrubs supplied by Contractor shall be of the specified standard height
and diameter set by the American Standard for Nursery Stock. The height of the trees
shall be measured from the root crown to the last division of the terminal leader and
the diameter shall be measured six (6) inches above the crown roots. The trees shall
stand erect without support.
C.
Flatted Plants: Ground cover plants and other flatted plants shall be grown and remain
in the flats until transplanted at the site. The soil and spacing of the plants in the flat
shall ensure the minimum disturbance of the root system at time of transplanting..
D.
Bare root stock shall conform to the American Nurseryman's Association standards.
Minimum caliper shall be 2" diameter and minimum height shall be 12 feet.
Planting
02480-3
2.03
BACKFILL MATERIAL:
A.
Topsoil shall be free from noxious weed seed and shall be of a loam characteristic,
fertile and friable.
B.
Wood shavings shall be leached nitrogen fortified and shall be free of foreign matter.
C.
Soil used for backfill of planting pits shall be enriched using the following blend per
cubic yard (agronomic soil test recommendations to be reviewed prior to soil mixing)
and have written approval by Landscape Architect before planting.
60% site soil or approved import
40% wood shavings
17 lbs. soil condition/fertilizer (Gro-Power Plus)
1 lb. iron sulphate
All plant pits shall be backfilled with backfill mix as specified above.
D.
2.04
2.05
All soil backfill shall be bulk mixed, not individually mixed at each plant pit.
STAKES AND TIES:
A.
Tree stakes shall be 3" dia. x 10 foot long straight- grained copper napthanate treated
lodgepole pine. Stakes shall be free from knots, checks, splits, or disfigurements.
B.
Tree ties shall be "Twist-Brace” supplied by V.I.T. Co., Escondido, California, (760)
480-6702.
CONCRETE CURBING:
Concrete shall be 5 sack mix with a maximum slump test of four inches (4"). Provide sufficient
concrete forming and stakes (maximum 3' o.c.) to provide continuous line without waving.
PART III - EXECUTION
3.01
LANDSCAPE GRADING:
The Contractor shall complete preliminary grading filling as needed or removing surplus dirt,
removing rocks and debris over 1 inch in diameter within the top 2" of soil in flat and slope
areas, and removing rocks over 2" in diameter within the top 6" of soil in areas with slopes less
than 3:1. Bring all areas to be landscaped to finish grade. All areas shall slope to drain. Flow
lines shall be established to existing road curbs and/or sidewalks as shown on the plans and as
directed.
3.02
WEED CONTROL MEASURES:
A.
Planting
Upon completion of all fine grading work and prior to soil preparation, perform weed
control measures as follows:
02480-4
3.03
3.04
1.
Irrigate all areas designated to be planted for a minimum of 10 minutes per
setting, two settings per day for seven days to germinate all weed seed possible.
2.
Apply a contact weed killer and allow sufficient time to obtain complete kill of
all weeds germinated.
3.
Repeat step one above.
4.
Repeat step two above.
SOIL PREPARATION:
A.
All fine grading and mounding and all weed control measures shall be completed prior
to soil preparation.
B.
This work shall not commence until the agronomic soils test has been completed.
Should 30 calendar days elapse between completion of soil preparation and
commencement of planting, all areas shall be prepared again.
C.
In planting areas with gradients less than 3:1, a layer of soil amendments shall be
spread and rototilled into the soil to a minimum depth of 4 inches, or as recommended
by the soils report, so that the soils shall be loose, friable, and free from all rocks,
sticks, and other objects undesirable to planting.
D.
All landscape areas shall be finish graded to "dress out", maintain, and/or reestablish
grades and flow lines as approved prior to amending the soil. Finish grades will be
inspected upon completion. Contractor shall not proceed with planting work until
finish grades have been inspected and accepted by the Landscape Architect.
FINISH GRADING:
After completion of all soil preparation work the Contractor shall finish grade all planting
areas filling as needed or removing surplus dirt, removing rocks and debris over 1 inch in
diameter, and floating to a smooth uniform grade. All areas shall slope to drain. Flow lines
shall be established to existing road curbs and/or a sidewalk as shown on the plans and as
directed.
3.05
PLANTING:
A.
Trees: Prior to digging planting pits, contractor shall contact City arborist in the field
placement of tree stock on all property lines.
Plant holes shall be dug to size as indicated in the drawings. Before trees are set in the
holes, a water test should be made as follows:
All plant holes shall be filled to the brim with water and allowed to drain before any
planting is done. If water does not drain out of hole within 24 hours, this fact must be
brought to the attention of the Landscape Architect so that corrections can be made.
Correctional work shall be considered as an extra, at additional expense.
Planting
02480-5
3.06
B.
Soil surrounding planting pit shall be in a friable condition and moist to a depth of 8".
C.
Backfill using specified soil mix to within 8" of finish grade. At this depth, place the
plant fertilizer tablets Gro-Power planting tablets, 12-8-8, 7 grams each or equal. A
minimum of 3 tablets for 1 gallon; 8 tablets for 5 gallons; 15 tablets for 15 gallons, and
22 tablets for a 24" box. Complete backfilling to finish grade.
D.
Trees shall be planted at such a depth that the crown roots bear the same relative
position to finish grade as they did to the soils where they were grown. Backfill after
planting shall be compacted carefully into place without injuring the roots of the tree
or breaking up the ball of earth surrounding the roots.
E.
On slopes exceeding 3:1 ratio, apply 7 gram Gro-Power tablets, one per plant in lieu of
soil prep.
GROUND COVER AND VINE PLANTING:
Soil preparation and fine grading shall be completed prior to ground cover planting.
Mulch and fertilize ground cover areas per Section 3.03, part D. of planting specifications.
All rooted ground cover and bare dirt areas are to be treated with a pre-emergent chemical
(subject to approval by the Landscape Architect prior to application). Chemicals are to be
applied by a licensed Pest Control Agent. This treatment shall be applied at the following
times during the contract: a) before planting, b) at beginning of plant establishment period,
and c) at the end of plant establishment period. The City’s Representative shall be given a
minimum of 48 hours (2 working days) notice prior to each application. No chemicals shall be
applied other than in the presence of the inspector.
Ground cover shall be planted below all shrubs and trees to within 12" of the shrub main stem
unless otherwise noted on the plans.
Ground cover and vines shall be planted in moist soil and spaced as indicated on the plans.
Each plant shall be planted with its proportionate amount of flat soil to minimize root
disturbance. Soil moisture shall be such that the soil does not crumble when removing plants.
Following planting, ground cover and vine areas shall be re-graded to restore smooth finish
grade and to ensure proper surface drainage. A 2-inch (50 mm) layer of Type 1 mulch shall be
spread over the planted areas. Watering shall begin immediately following mulching.
When necessary to prevent plant damage from pedestrian traffic during the initial growing
stage, the Contractor shall erect temporary protective fencing to be removed at the end of the
plant establishment period.
Vines shall be tied to walls, fences, etc., in the manner prescribed on the plans. Temporary
staking shall be removed at the beginning of the plant establishment period.
Planting
02480-6
3.07
TREE STAKING:
Stake trees as per planting details. No metal wire shall circle any part of any tree.
3.08
SOD:
The type and thickness of sod and the areas to be sodded shall be in accordance with the
Contract Documents.
3.09
3.10
WATERING:
A.
It shall be the Contractor's responsibility to maintain a balanced watering program to
ensure proper growth until final acceptance of the work.
B.
Immediately after planting, apply water to each tree, shrub or vine. Apply water in a
moderate stream in the planting hole until the material about the roots is completely
saturated from the bottom of the hole to the top of the ground.
C.
Apply water in sufficient quantities and as often as seasonal conditions require to keep
the planted areas moist at all times, well below the root system of plants.
D.
Irrigation:
1.
Contractor shall properly and completely maintain the irrigation system. A
balanced water program shall be maintained to ensure proper growth until
final acceptance of the work. Plants which cannot be watered efficiently with
the irrigation system shall be watered by means of a hose.
2.
All controllers are to have each station individually adjusted on a weekly basis.
System shall be set considering the application rate each area is capable of
receiving. The system shall operate on short intervals, with the cycle repeating
at a later time to reduce runoff.
MAINTENANCE:
A.
All areas landscaped by Contractor under this contract shall be maintained by him for
a minimum plant establishment period of ninety (90) days from the date of written
acceptance for start of the plant establishment period.
B.
Contractor shall maintain existing planted areas which are within the work limits of
the contract as shown on the plans. This maintenance shall continue for the duration
of the construction period. The contractor shall provide and allow access by City
maintenance people into or through work limit areas for the purpose of normal
maintenance of existing park areas remaining outside of the work limit areas.
C.
A separate cost for maintenance will be included in the schedule of values.
Planting
02480-7
3.11
START OF PLANT ESTABLISHMENT:
A.
3.12
Criteria for start of plant establishment period:
1.
The plant establishment period shall not start until all elements of the project
that impact the landscape are completed in accordance with the contract
documents. Projects will not be segmented into phases.
2.
Permanent Power to remote controllers shall be established.
3.
The plant establishment period for the project shall not begin until after the
first mowing of all of the newly planted turf areas. New turf shall not be
mowed until attaining a minimum height of 1-1/2 inches. Turf shall be
maintained at a mowing height of 2 inches.
4.
Written acceptance of the City must be obtained prior to the start of the plant
establishment period.
5.
If the project maintenance fails to continuously meet standards required, the
plant establishment period "day count" will be suspended and will not
recommence until Contractor has corrected all deficiencies.
MAINTENANCE TASKS:
A.
General:
During the contract period provide all watering, weeding, fertilizing and cultivation,
and spraying necessary to keep the plants and turf in a healthy growing condition and
to keep the planted areas neat, edged, and attractive. All trees and shrubs planted
under the contract shall be pinched and pruned as necessary to encourage new growth
and to eliminate sucker growth. Old wilted flowers and dead foliage shall be
immediately pinched or cut off. Do no tree pruning without the written approval of
the Landscape Architect.
B.
Iron Chlorosis:
After planting and during the plant establishment period in the event that trees exhibit
iron chlorosis symptoms, apply FE 138 Geigy or equivalent at manufacturer's
recommended rates.
C.
Replacement Plantings:
During the plant establishment period, should the appearance of any plant indicate
weakness, that plant shall be replaced immediately with a new, healthy plant. At the
end of the plant establishment period, all plant materials shall be in a healthy, growing
condition and spaced as indicated on the plans.
D.
Fertilization:
The Contractor shall begin fertilizing all turf areas four weeks after first mowing at a
Planting
02480-8
rate of 7 1/4 pounds per 1000 square feet of commercial fertilizer 14-4-9.
The Contractor shall apply the second and all following applications of commercial
fertilizer to all turf areas at a rate of 5 pounds per 1000 square feet, and all ground
cover areas at a rate of 5 pounds per 1000 square feet, at 30-day intervals, for 3
applications as a minimum, above and beyond the original soil preparation application.
E.
Planting Establishment:
Any planting areas that do not show a prompt establishment of plant material shall be
replanted at 10-day intervals until the plant material is established. If a good rate of
growth has not been demonstrated within 30 days of first planting/ hydroseeding, the
Contractor shall be responsible to determine the appropriate horticultural practices
necessary to obtain good growth. The Contractor shall obtain agronomic soils testing
of all areas not showing good growth and shall provide copies of the test results to the
City to verify the appropriateness of all maintenance work performed. If additional
soil amendments are needed, up to a maximum 25% beyond the amount specified, such
amendments shall be provided by the Contractor at no additional cost to the City.
F.
Grading and Drainage:
During the plant establishment period all flow lines shall be maintained to allow for
free flow of surface water. Displaced material which interferes with drainage shall be
removed and placed as directed. Low spots and pockets shall be graded to drain
properly. Jute netting shall be installed at flow lines and other locations where erosion
is evident, when directed by the inspector.
G.
1.
Damage to planting areas shall be repaired immediately and throughout the
plant establishment period. Depressions caused by vehicles, bicycles, or foot
traffic shall be filled and leveled. Replant damaged areas.
2.
All paved areas shall be washed and maintained in a neat and clean condition
at all times.
3.
Debris and trash shall be removed from the site weekly at a minimum.
4.
All subsurface drains shall be periodically flushed with clear water to avoid
build up of silt and debris. Keep all drain inlets clear of leaves, trash, and other
debris.
Disease and Pest Control:
Throughout the plant establishment period, all plants shall be maintained in a disease
and pest free condition. A licensed pest control operator shall be retained by the
Contractor to recommend and apply all pesticides, herbicides, and fungicides.
Exterminate gophers, moles, and all other rodents, and repair damage.
H.
Trash:
Debris and trash shall be removed from the site weekly at a minimum.
Planting
02480-9
3.13
3.14
END OF PLANT ESTABLISHMENT PERIOD:
(1)
When the Contractor believes he has completed the plant establishment period and the
entire project is ready for final acceptance, he shall request inspection of the project.
The Landscape Architect and City’s Representative will inspect the project for final
acceptance. Deficiencies noted during inspection shall extend the plant establishment
period until all are corrected.
(2)
All planting areas shall show a good rate of growth and shall be well established "filled
in" plantings free of voids. Bare areas will be unacceptable. Contractor shall provide
sod or planting from flats as necessary to fill in all bare areas. Such sod or plantings
shall be planted a minimum of 10 days prior to the end of the plant establishment
period and shall have roots "knit-in" to the native soil.
(3)
Final acceptance shall occur only upon written acceptance of the project for
maintenance by the Landscape Architect.
CLEAN UP:
Upon completion of the work, the Contractor shall smooth all ground surfaces; remove excess
materials, rubbish, debris, etc.; sweep adjacent streets, curbs, gutters, walkways, and trails; and
remove construction equipment from the premises.
END OF SECTION 02480
Planting
02480-10
SECTION 02515 - CONCRETE PAVING AND CURBS
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6, apply to this project and are incorporated herein by this reference. Part 1
is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division 1
specification sections, apply to this section.
1.02
SCOPE OF WORK:
Exterior walks and slabs as shown on drawings
Cement, finish, joints, sawcutting, and patching
Setting of items to be inserted into concrete
Reinforcement dowels for masonry work
Curing
Testing
Miscellaneous concrete items
Placing of sleeves and conduit stubs under slabs
Curbs, gutters, and mowing curbs
1.03
RELATED WORK SPECIFIED ELSEWHERE:
Furnishing and determining location of items to be inserted into concrete. (Site Furnishings - Section
02470)
1.04
STANDARDS:
Testing, materials, and workmanship shall conform to the requirements of the applicable Building
Code, except that requirements specified herein shall govern where they exceed those in the
Building Code.
1.05
SMOOTHNESS TOLERANCE:
Cement finish surfaces shall be of such smoothness and evenness that they shall contact the entire
length of a 10-foot straight edge laid in any direction, with an allowable tolerance of l/8 inch. Any
operations necessary to achieve this result should be performed by the contractor at no additional
cost to the City. No patching will be permitted to correct defective work; defective sections shall be
removed and replaced. No extensions of time will be allowed for correcting defective work.
1.06
INSPECTIONS:
Inspections will be required. Contractor shall call for inspection a minimum of 48 hours (two
working days) prior to need.
The contractor shall call for inspection during specific phases of construction. They shall include,
Concrete Paving and Curbs
02515-1
at a minimum, the following each prior to pour:
All Form Work
All Footings
Subgrade
Steel Reinforcing
Contractor shall notify the City Representative 48 hours prior to each concrete pour.
Any work covered prior to inspection shall be opened to view by the Contractor at his expense.
1.07
TESTING:
All testing shall be as required by Standard Specification 01400.
1.08
MOCK-UPS:
Prior to installation of concrete, Contractor shall install a 6' x 6' sample concrete slab
demonstrating each type of finish for inspection and approval of City. This sample shall remain on
site until concrete work has been completed, and may be accepted as finished product at City’s
discretion.
PART 2 - MATERIALS
2.01
All materials shall conform to Section 201 of the Standard Specifications, except as noted below:
2.02
CONCRETE:
Per recommendations listed within the Soils Report, all concrete shall conform to Concrete Class
Use Table, Section 201-1.1.3(A), of the Standard Specifications and shall be 658-CME-2500-P (2,500
pounds per square inch ultimate compressive strength at 28 days) unless otherwise noted. Concrete
mix shall have a maximum water/ cement ratio of 0.45. Concrete flatwork shall include color
admixture in areas indicated on the Construction Plan (“LC-“ sheets). Contractor shall provide at
least two test cylinders of each specified concrete mix of size 6 x 12 inch to be cast and stored in the
field in accordance with the requirements of ASTM C31 (Standard Practices for Making and
Curing Concrete Test Specimens in the Field). Cylinders shall be turned over to the City
Representative for independent laboratory testing no sooner than 8 hours after final set, and no
later than 24 hours after casting.
2.03
REINFORCING STEEL:
Shall be in accordance with the Standard Specifications. Rebar shall be placed within concrete
flatwork per Concrete Reinforcement Section 03210.
2.04
EXPANSION JOINTS:
Shall be as shown on plans and details. Submit samples of preformed material and sealant for
approval of City.
Concrete Paving and Curbs
02515-2
2.05
CONCRETE CURING COMPOUND:
Shall be Type 1, Clear or translucent without dye, as called for in Section 201-4 of the Standard
Specifications.
2.06
CRACK JOINT CONTROL:
Shall be as shown on the drawings and details. Submit samples of preformed materials for
approval of the City.
2.07
JOINING NEW CONCRETE ADJACENT TO EXISTING CONCRETE:
A single ply of 30 lb. asphalt roofing felt, meeting the guidelines of ASTM D-226, shall be
placed along the entire thickness of the exposed vertical slab of existing concrete. Excess asphalt
felt shall be removed so that the top edge of the felt is flush with the finished concrete surface
after the concrete has cured.
PART 3 - EXECUTION
3.01
GENERAL:
All work shall conform to the requirements of Sections 303 of the Standard Specifications.
All work shall conform to the soils investigation report. Slab thicknesses, reinforcement,
compaction requirements, and base recommendations shall take precedence over details and
plan callouts.
Contractor shall construct a 6' square sample of each type of concrete for city approval prior to
installing concrete.
All concrete slabs shall slope to drain. Depressions in the slab surface that hold water ("bird
baths") will not be acceptable.
Install concrete and cement finish work true to lines, dimensions and levels.
Protect all finished concrete from graffiti. Contractor shall be responsible for providing
concrete watchmen. A graffitied finish will not be acceptable.
Remove and replace defective concrete or cement work with new materials. Permission to
patch any defective area shall not be a waiver of the City=s right to require complete removal of
defective work if patching does not restore quality and appearance of work.
No advertising impression, stamp, or mark of any description will be permitted on surface of
concrete or cement finish.
3.02
PLACING CONCRETE:
Transport, place and spread in a manner to prevent segregation of aggregate. Reinforcing shall
be supported by metal or plastic chairs; concrete supports shall not be used.
Concrete Paving and Curbs
02515-3
3.03
CEMENT FINISH:
Exterior slabs and walks - non-slip, uniform medium broom surface, transverse to direction of
slab, unless otherwise shown on the plans.
3.04
CURING:
Initial curing shall be moist curing or moisture cover curing, and shall continue for at least 168
cumulative hours (not necessarily consecutive), during which the concrete has been exposed to
air temperatures above 50 degrees F. Avoid rapid drying at the end of the curing period.
Use water that is free of impurities which could etch or discolor concrete surfaces.
Do not use liquid membrane curing compounds on surfaces which are to be covered with a
coating material applied directly to the concrete or with a covering material bonded to the
concrete, such as other concrete, liquid floor hardener, waterproofing, damp-proof flooring,
painting, and other coatings and finish materials, unless otherwise acceptable to the inspector.
3.05
COORDINATION:
Bench posts and drinking fountain shall be set in cured footings prior to placing concrete slab.
All foundations shall cure at least 14 days prior to placing concrete slabs. Block outs will not be
permitted.
END OF SECTION 02515
Concrete Paving and Curbs
02515-4
SECTION 02540 - RESILIENT SURFACING
PART 1 - GENERAL
1.01
1.02
RELATED DOCUMENTS
A.
The requirements of the Standard Specifications for Public Works Construction (SSPWC),
latest edition, Parts 2 through 6, apply to this project and are incorporated herein by this
reference. Part 1 is specifically excluded.
B.
Drawings, project manual, and general provisions of the Contract, including, without
limitation, General Conditions of the Contract, additional General Conditions of the
Contract, and Division 1 specification sections, apply to this section.
C.
Reference Standards:
A Handbook for Public Playground Safety as prepared by the U.S. Consumer Product
Safety Commission.
ASTM F1487-93 Standard Consumer Safety Performance Specifications for Public Use
Playground Equipment.
The provisions of the Federal Consumer Products Safety Commission (CPSC) guidelines
for impact attenuation under playground equipment.
The provisions of the Americans with Disabilities Act of 1990 for accessibility to play area
equipment.
SCOPE
The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and
services necessary for the execution and completion of all Resilient Surfacing Work as shown on the
Plans and as described in the Specifications including, but not necessarily limited to, the following:
!
Analysis of maximum fall-height for as-built play equipment;
!
Design of resilient surfacing thickness;
!
Excavation, grading and compaction of subgrade;
!
Placement and compaction of aggregate base;
!
Installation of resilient surfacing system;
!
Coordination with Work of other Sections;
!
Testing;
!
Clean-up;
!
Replacements, Repairs, Guarantees and Warranty Work.
1.03
QUALITY ASSURANCE
Prior to the start of any Work of this Section, Contractor shall arrange a meeting at the job site with
the following representation:
Prime Contractor
Resilient Surfacing Installer
Play Equipment Installer
City Representative
The purpose of this meeting is to verify the suitability of the site to accept Work of this Section and
to assure a high quality installation. Surfacing installer shall have a minimum of three years
Resilient Surfacing
02540-1
experience in this type of work.
The resilient surfacing as installed shall meet or exceed the Consumer Product Safety Commission's
guidelines for shock absorbency materials used under play structures, and shall comply with the
provisions of the Americans with Disabilities Act of 1990 with respect to accessibility standards.
1.04
RELATED WORK
Site Grading:
Play Equipment:
Section 02210
Section 02461
1.05
GUARANTEE
The resilient surfacing product manufacturer shall guarantee against defects in materials and
workmanship for a minimum period of two (2) years, excluding acts of vandalism, nature or war.
1.06
SUBMITTALS
1.07
A.
Color Samples: Color samples of the resilient surfacing shall be submitted at the
preconstruction meeting for the review and approval of the Parks Department
Representative and the Landscape Architect.
B.
Shop Drawings: Per sub-section 3.02 Analysis and Design, following herein, Shop
Drawings shall be submitted to the City Representative for review, together with a written
report to document compliance with the CPSC Guidelines, all prior to installation of the
product.
C.
Maintenance Manuals: At the end of the project, but prior to final acceptance,
Manufacturers product description, warranty, installation instructions, Shop Drawings,
recommendations for resilient surfacing maintenance, etc., shall be submitted together in a
loose leaf binder format for City review, approval, and use in maintaining the surfacing.
D.
Documentation of Inspection and Certification: Per sub-section 1.07 Inspections &
Testing, following herein, documentation of inspection and certification shall be submitted
no later than the start of the Final Acceptance Inspection.
INSPECTIONS & TESTING
Prior to Final Acceptance of the Project, inspection and certification shall be obtained from the
surfacing manufacturer, surfacing installer, and play equipment manufacturer, and shall be
provided to the City Representative. The certifications shall attest to the adequate and proper
installation of the finished product.
PART 2 - MATERIALS
2.01
CONCRETE BASE
Shall be 3" thick concrete conforming with Standard Specifications Section 02515 – Concrete Paving
& Curbs
Resilient Surfacing
02540-2
2.02
QUALITY ASSURANCE
2.03
Products used in the Work of this Section shall be produced per the following subsection,
Subsection 2.03 Resilient Surfacing.
RESILIENT SURFACING
The resilient surfacing shall be PebbleFlex poured in place rubber surfacing as manufactured by
Landscape Structures and available from RecWest or City approved equal. The surfacing shall be a
poured-in-place type of safety surface for use as a resilient, shock absorbing cushion under
playground equipment. It shall be porous throughout, entirely seamless, and create a tight seal
around the play equipment. The surfacing shall consist of a two (2) layer system with a soft
cushion layer covered by a durable, weather resistant, colored wearing layer as follows:
2.04
A.
Cushion Course: Two (2) types of shredded SBR Rubber particles held in place by a
polyurethane binder applied to 100% of the particles. Particle type one: 1 mm - 4 mm
cubical; Particle type two: .5 mm - 2 mm in thickness by .25 cm - 2 cm in length strand.
The cushion course shall be a precise three component part mixture of these type SBR
Rubbers and the polyurethane binder with a minimum installed thickness of 1 5/8" or
greater as necessary to achieve the safety standards defined by the Federal Consumer
Product Safety Commission guidelines.
B.
Wearing Course: EPDM Rubber granules, 1 mm - 4 mm chipped, held in place by a
polyurethane binder applied to 100% of the granules. The wearing course shall be a
precise two component part mixture of the full color EPDM rubber granules and the
polyurethane binder with a minimum installed thickness of 3/8".
C.
Weed Control Blanket: Shall be a polypropyline fabric as provided by the resilient
surfacing manufacturer.
D.
Quality Control: In order to provide consistent quality control during installation, all
component parts (ingredients of the surfacing mix) are to be pre-measured and sealed in
individual containers for delivery to the job site.
COLOR
Surface color shall be as shown in Construction Details.
PART 3 - EXECUTION
3.01
QUALIFICATIONS OF INSTALLERS
Use adequate numbers of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the methods
needed for proper performance of the Work of this Section.
3.02
ANALYSIS AND DESIGN
Work of this Section shall not commence until after the installation of all concrete paving and play
equipment structural members and foundations is complete. Once all deck heights, post top
heights, slide top/canopy heights and swing frame heights are established, the Resilient Surfacing
Resilient Surfacing
02540-3
installer shall analyze the maximum potential fall-heights presented by the "as-built" equipment
installation and shall design the thickness of the resilient surfacing system based upon the "as-built"
conditions, to ensure the shock absorbency of the system meets or exceeds the standards for play
and surfaces as defined by the Federal Consumer Product Safety Commission (CPSC) guidelines.
Thickness of the resilient surfacing may be varied within the play area as a function of the various
maximum potential fall-heights. Thickness of cushion course shall be a minimum of 1 5/8". A
written report to document the analysis and design of the resilient surfacing, together with Shop
Drawings identifying the limits of the various design thickness shall be prepared by the resilient
surfacing installer and submitted to the City Representative.
3.03
SUBGRADE PREPARATION BASE
After analysis and design of the resilient surfacing thickness, Contractor shall prepare the play area
subgrade in accordance with Section 301-1.2 Preparation of Subgrade of the Standard Specifications
as described for installation of untreated base. Compact to 90% relative compaction, tolerance to
be a variance of not more than 1/2" from the grades specified by the analysis and design.
3.04
CONCRETE FLATWORK SUBSURFACE
Concrete base shall be installed in accordance with Standard Specifications to a minimum depth of
3".
3.05
FINISH OF SURFACING
The wearing course shall be hand troweled to produce an even, uniform surface. Surface "Sheet"
drainage shall be provided as shown on the Plans. The surfacing installer shall adhere to
manufacturer's instructions. The manufacturer's representative shall be present during installation
and shall provide the City Representative with written certification that the product has been
installed in accordance with the manufacturer's recommendations.
3.06
CLEAN UP
After completion of the Work of this Section, remove all debris; clean-up all spills of material from
surfaces; and keep the play area surfacing in a clean condition until accepted by the City.
END OF SECTION 02540
Resilient Surfacing
02540-4
SECTION 02710 B STORM DRAINAGE
PART 1 - GENERAL
1.01
GENERAL CONDITIONS
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6 (except as modified herein), apply to this project and are incorporated
herein by this reference. Part 1 is specifically excluded.
Drawings, project manual and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and
Division 1 specification sections, apply to this section.
1.02
SCOPE OF WORK
Furnish materials, labor, transportation, services, and equipment necessary to perform all storm
drainage work for the park as indicated on the Drawings complete as shown and as specified
herein. This section includes gravity-flow, non-pressure storm drainage for the park with the
following components:
1. Drains.
2. Piping.
Provide storm water drainage system consisting of drain lines, inlets, trenching, bedding,
backfill, and outfall connection for entire park as shown within the construction drawings.
Related Work:
Sub-grade Preparation
Earthwork
1.03
Section 02230
Section 02310
REFERENCES
Comply with the applicable reference specifications as specified in the GENERAL PROVISIONS
and in accordance with applicable laws, codes and regulations required by the City of Beverly Hills,
CA.
Comply with the current provisions of the following Codes and Standards:
ASTM - American Society for Testing and Materials.
Standard Specifications (as specified in the General Provisions).
UBC - Uniform Building Code.
1.04
COORDINATION
Coordinate all work affected by drainage operations. Do not interrupt service to facilities
occupied by the City or others unless permitted under the following conditions and then only
after arranging to provide temporary service according to requirements indicated:
1. Notify City Representative no fewer than 15 days in advance of proposed
interruption of service.
Storm Drainage
02710-1
Do not proceed with interruption of service without City Representative’s written
permission.
1.05
PROTECTION
Protect all existing tree roots, shrubs, paving and utilities from damage due to drainage
excavations. Re-route piping if necessary to avoid excessive damage to existing conditions as
directed by the City=s Representative to avoid damage. Provide protective barrier from all open
trenches per Agency requirements.
PART 2 - PRODUCTS
2.01
MATERIALS
PVC Drain Pipe: Manufacture in accordance with standards noted herein.
1. Marking and Identification: Continuously and permanently marked with
manufacturer's name, pipe size, type of pipe and material, SDR number, ASTM
standard number and the NSF (National Sanitation Foundation) seal.
2. PVC pipe fittings shall be of the same material as the PVC pipe specified and shall
be compatible with PVC pipe furnished.
3. All drain pipes shall be SDR-35 unless otherwise indicated.
Drain Inlets
1. Shall be as indicated on plan.
2. Materials & Finish: Body shall be Dura-Coated cast iron with bottom outlet,
combination invertible membrane clamp and adjustable collar. Strainer shall be
polished nickel.
PART 3 - EXECUTION
3.01
EXCAVATION
Excavation, trenching, and backfilling are specified in Division 2 Section AEarthwork.@ Excavate
ditch no greater in width or depth than is necessary to permit construction.
3.02
BEDDING
Provide a firm foundation of uniform density throughout the entire length of the pipe. The
exterior of the pipe for not less than 1/4 of its circumference shall be bedded in an earth
foundation of uniform density accurately shaped to fit the outside of the pipe. The material used
for bedding shall be material from on-site excavation. When rock is encountered at grade, the
rock shall be removed to a depth of six inches below grade and tamped, clean fill, rock free over
2@, earth from the excavation shall be used to bring the elevation up to grade.
Storm Drainage
02710-2
3.03
PIPING INSTALLATION
Install piping beginning at low point, true to grades and alignment indicated with unbroken
continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves,
and couplings according to manufacturer=s written instructions for use of lubricants, cements,
and other installation requirements.
Do not place pipe in a wet trench. Keep trenches free from water.
Coupling: Use approved solvent weld joint or pressure coupling. Clean pipe and fittings
thoroughly of dirt, dust and moisture. Apply a light uniform coat of solvent to pipe (or
compression fitting if applicable) fitting and immediately make the connection.
3.04
BACKFILL
Backfill to grade according to Section 02310 AEarthwork.@
3.05
CONNECTION TO EXISTING DRAINAGE SYSTEM
Join gravity-flow, non-pressure drainage piping according to the following:
1. Join corrugated PE piping using silt-tight couplings.
2. Join PVC sewer piping according to UPC for elastomeric-seal joints and elastomeric gasket
joints.
3. Join dissimilar pipe materials with pressure-type couplings.
3.06
FIELD QUALITY CONTROL
Test new piping systems, and parts of existing systems that have been altered, extended, or
repaired, for leaks and defects.
Alignment: Ensure that a light source is visible from structure to structure.
Replace leaking piping using new materials, and repeat testing until leakage is within
allowances specified.
3.07
CLEAN UP
Clean interior of piping of dirt and superfluous materials.
Clean site daily of trash and debris resulting from construction operations.
Upon completion of the work, remove spoil piles, surplus material, and equipment from the
site. Restore ground surface to original condition.
END OF SECTION 02710
Storm Drainage
02710-3
SECTION 02780 - UNIT PAVERS
PART 1 GENERAL
1.01
1.02
SUMMARY
A.
Section Includes:
B.
Related Sections:
1.
Division 1 Section “Sustainable Design Requirements” for additional LEED
requirements.
2.
Section: 03300 – Concrete Paving
REFERENCES
A.
1.03
Concrete paver units.
Bedding and joint sand.
Geotextiles.
Edge restraints.
American Society of Testing and Materials (ASTM):
C 33, Specification for Concrete Aggregates.
C 67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile,
Section 8, Freezing and Thawing
C 136, Method for Sieve Analysis for Fine and Coarse Aggregate.
C 140, Standard Test Methods for Sampling and Testing Concrete Masonry Units and
Related Units.
C 144, Standard Specification for Aggregate for Masonry Mortar.
C 936, Specification for Solid Interlocking Concrete Paving Units.
C 979, Standard Specification for Pigments for Integrally Colored Concrete.
Interlocking Concrete Pavement Institute (ICPI)
ICPI Tech Spec Technical Bulletins
SUBMITTALS
A.
In accordance with Conditions of the Contract and Division 1 Submittal Procedures
Section.
B.
LEED Submittals:
Unit Pavers
1.
Product Data for Credit MR 4: For products and materials having recycled
content, documentation indicating percentages by weight of postconsumer and
preconsumer recycled content. Include statement indicating cost for each product
having recycled content.
2.
Product Data for Credit MR 5: For products and materials having regional
content, documentation indicating distance from project site to location of
extraction and distance from project site to location of manufacture. Include
statement indicating cost for each product having regional content.
02780 - 1
1.04
1.05
C.
Manufacturer’s drawings and details: Indicate perimeter conditions, relationship to
adjoining materials and assemblies, concrete paver layout, patterns, installation details.
Sieve analysis per ASTM C 136 for grading of bedding and joint sand.
D.
Concrete pavers:
Two representative full-size samples of each paver type, thickness, color, finish that
indicate the range of color variation and texture expected in the finished installation.
Color(s) selected by CBU and as indicated on plans.
Accepted samples become the standard of acceptance for the work.
Test results from an independent testing laboratory for compliance of paving unit
requirements to ASTM C 936.
Manufacturer’s certification of concrete pavers by ICPI as having met applicable ASTM
standards.
Manufacturer's catalog product data, installation instructions, and material safety data
sheets for the safe handling of the specified materials and products.
E.
Paver Installation Subcontractor:
A copy of Subcontractor’s current certificate from the Interlocking Concrete Pavement
Institute Concrete Paver Installer Certification program.
Job references from projects of a similar size and complexity. Provide
Owner/Client/General Contractor names, postal address, phone, fax, and email address.
QUALITY ASSURANCE
A.
Paving Subcontractor Qualifications:
Utilize an installer having successfully completed concrete paver installation similar in
design, material, and extent indicated on this project.
Utilize an installer holding a current certificate from the Interlocking Concrete Pavement
Institute Concrete Paver Installer Certification program.
B.
Regulatory Requirements and Approvals: City of Beverly Hills
C.
Mock-Ups:
1. Install a 5 ft x 5 ft paver area.
2. Use this area to determine surcharge of the bedding sand layer, joint sizes, lines,
laying pattern(s), color(s), and texture of the job.
3. This area will be used as the standard by which the work will be judged.
4. Subject to acceptance by owner, mock-up may be retained as part of finished work.
If mock-up is not retained, remove and properly dispose of mock-up.
DELIVERY, STORAGE & HANDLING
A.
General: Comply with Division 1 Product Requirement Section.
B.
Comply with manufacturer’s ordering instructions and lead-time requirements to avoid
construction delays.
Delivery: Deliver materials in manufacturer’s original, unopened, undamaged containers
packaging with identification labels intact.
C.
Unit Pavers
02780 - 2
1.
2.
3.
D.
Storage and Protection: Store materials protected such that they are kept free from mud,
dirt, and other foreign materials. [Store concrete paver cleaners and sealers per
manufacturer’s instructions.]
1.
1.06
Cover bedding sand and joint sand with waterproof covering if needed to prevent
exposure to rainfall or removal by wind. Secure the covering in place.
PROJECT/SITE CONDITIONS
A.
1.07
Coordinate delivery and paving schedule to minimize interference with normal
use of buildings adjacent to paving.
Deliver concrete pavers to the site in steel banded, plastic banded or plastic
wrapped packaging capable of transfer by fork lift or clamp lift.
Unload pavers at job site in such a manner that no damage occurs to the product.
Environmental Requirements:
1.
Do not install sand or pavers during heavy rain.
2.
Do not install saturated sand.
3.
Do not install concrete pavers on saturated sand.
MAINTENANCE
A.
Extra Materials: Provide 2% additional material for use by owner for maintenance and
repair.
B.
Pavers shall be from the same production run as installed materials.
PART II – MATERIALS
2.01
CONCRETE PAVERS
A.
Manufacturer: Angelus Block Co., 4575 E. Vineyard Avenue, Oxnard, CA 93036
Contact: Sales Representative: (805) 485-1137.
B.
Tumbled Interlocking Concrete Pavers:
1.
Paver Type: Castle Cobble I & II, or approved equal.
a.
Material Standard: Comply with material standards in ASTM C 936.
b.
Color [and finish]: Stone
c.
Color Pigment Material Standard: Comply with ASTM C 979.
d.
Size: 60 mm in walk area, 80 mm in parking area
Note: If 3 1/8 in. (80 mm) thick pavers are specified, their compressive strength
test results per ASTM C 140 should be adjusted by multiplying by 1.18 to equate
the results to that from 2 3/8 in. (60 mm) thick pavers.
e.
Average Compressive Strength (ASTM C 140): 8000 psi (55 MPa) with no
individual unit under 7200 psi (50 MPa) per ASTM C 140.
f.
Average Water Absorption (ASTM C 140): 5% with no unit greater than 7%.
Unit Pavers
02780 - 3
g.
2.02
Freeze/Thaw Resistance (ASTM C 67): Resistant to 50 freeze/thaw cycles with no
greater than 1% loss of material. Freeze-thaw testing requirements shall be
waived for applications not exposed to freezing conditions.
BEDDING AND JOINT SAND
A.
Provide bedding and joint sand as follows:
1.
Washed, clean, non-plastic, free from deleterious or foreign matter, symmetrically
shaped, natural or manufactured from crushed rock.
2.
Do not use limestone screenings, stone dust, or sand for the bedding sand
material that do not conform to the grading requirements of ASTM C 33.
3.
Do not use mason sand or sand conforming to ASTM C 144 for the bedding sand.
Note: Bedding sand durability is important for crosswalks and other vehicular
pavements exposed to high traffic. The engineer/architect is advised to evaluate
the hardness of bedding sand with the following test method when the pavers
and sand will be placed over concrete, or asphalt, and subject to major
thoroughfare traffic (over 1.5 million ESALs): One (1) 1.4 kg (3 lbs.) sample of
bedding sand can be randomly sampled from the sand source. The sample is
dried for 24 hours at 115° to 121° C. (240° to 250° F.). Obtain three (3) subsamples each weighing 0.2 kg (0.5 lbs.) by passing the main sample several times
through a riffle box. Carry out a sieve analysis test on each sub-sample
according to ASTM C 136. Re-mix each sub-sample and place in a nominal
quart/liter capacity porcelain jar with two (2) 25 mm (1 inch) diameter steel ball
bearings weighing 75 ±5 grams each. Rotate each jar at 50 rpm for six (6) hours.
Repeat the sieve analysis. Record the individual and average sieve analysis. For
each sample tested, the maximum increase in the percentages passing each sieve
and the maximum individual percent passing should be as follows:
Sieve Size
No. 200 ( 0.075 mm)
No. 100 (0.150 mm)
No. 50 (0.300 mm)
Max. Increase
2%
5%
5%
Maximum Passing
2%
15%
35%
4.
Where concrete pavers are subject to vehicular traffic, utilize sands that are as
hard as practically available.
5.
Regional Content: Aggregates and sand shall be extracted and processed within
500 miles of the jobsite.
6.
Sieve according to ASTM C 136.
Bedding Sand Material Requirements: Conform to the grading requirements of
ASTM C 33 with modifications as shown in Table 1.
Table 1
ASTM C 33Grading Requirements for Bedding Sand
Sieve Size
Percent Passing
3/8 in. (9.5 mm)
100
Unit Pavers
02780 - 4
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
No. 30 (0.600 mm)
No. 50 (0.300 mm)
No. 100 (0.150 mm)
No. 200 (0.075 mm)
95 to 100
85 to 100
50 to 85
25 to 60
10 to 30
2 to 10
0 to 1
Note: Coarser sand than that specified in Table 2 below may be used for joint sand including C 33
or A23.1 material as shown in Table 1. Use material where the largest sieve size easily enters the
smallest joints. For example, if the smallest paver joints are 2 mm wide, use sand 2 mm and
smaller in particle size. If C 33 sand is used for joint sand, extra effort may be required in
sweeping material and compacting the pavers in order to completely fill the joints.
Joint Sand Material Requirements: Conform to the grading requirements of ASTM C 144 as
shown with modifications in Table 2 below:
Table 2
ASTM C 144 Grading for Joint Sand
Sieve Size
No. 4 (4.75 mm)
No. 8 (2.36 mm)
No. 16 (1.18 mm)
No. 30 (0.600 mm)
No. 50 (0.300 mm)
No. 100 (0.150 mm)
No. 200 (0.075 mm)
Natural Sand
Percent Passing
100
95 to 100
70 to 100
40 to 75
10 to 35
2 to 15
0 to 1
Manufactured Sand
Percent Passing
100
95 to 100
70 to 100
40 to 100
20 to 40
10 to 25
0 to 10
Note: Specify specific components of a system, manufactured unit or type of equipment. See ICPI
Tech Spec 3, Edge Restraints for Interlocking Concrete Pavements for guidance on selection and
design of edge restraints.
2.03
EDGE RESTRAINTS
A.
Provide edge restraints installed around the perimeter of all interlocking concrete paving
unit areas as follows:
1.
Concrete banding per plan.
PART III - EXECUTION
3.01
ACCEPTABLE INSTALLERS
A.
See Submittals, Subsection1.03, heading D.
The elevations and surface tolerance of the base determine the final surface elevations of concrete
pavers. The paver installation contractor cannot correct deficiencies in the base surface with
additional bedding sand or by other means. Therefore, the surface elevations of the base should
be checked and accepted by the General Contractor or designated party, with written certification
to the paving subcontractor, prior to placing bedding sand and concrete pavers.
Unit Pavers
02780 - 5
3.02
EXAMINATION
A.
Acceptance of Site Verification of Conditions:
1.
General Contractor shall inspect, accept and certify in writing to the paver
installation subcontractor that site conditions meet specifications for the
following items prior to installation of interlocking concrete pavers.
a.
Verify that subgrade preparation, compacted density and elevations
conform to specified requirements.
b.
Verify that geotextiles, if applicable, have been placed according to
drawings and specifications.
c.
Verify that base materials, thickness, compacted density, surface
tolerances and elevations conform to specified requirements.
d.
Provide written density test results for soil subgrade, base materials to the
Owner, General Contractor and paver installation subcontractor.
e.
Verify location, type, and elevations of edge restraints, concrete collars
around utility structures, and drainage holes and inlets.
2.
3.03
3.04
Do not proceed with installation of bedding sand and interlocking concrete pavers
until subgrade soil and base conditions are corrected by the General Contractor
or designated subcontractor.
PREPARATION
A.
Verify base is clean and dry, certified by General Contractor as meeting material,
installation and grade specifications.
B.
Verify that base is ready to support sand, pavers and imposed loads.
INSTALLATION
A.
Spread bedding sand evenly over the base course and screed to a nominal 1 in. (25 mm)
thickness. Spread bedding sand evenly over the base course and screed rails, using the
rails and/or edge restraints to produce a nominal 1 in. (25 mm) thickness, allowing for
specified variation in the base surface.
1.
2.
3.
B.
Do not disturb screeded sand.
Screeded area shall not substantially exceed that which is covered by pavers in one
day.
Do not use bedding sand to fill depressions in the base surface.
When initially placed on the bedding sand, manually installed pavers often touch each
other, or their spacer bars if present. Joint widths and lines (bond lines) are straightened
and aligned to specifications with rubber hammers and pry bars as paving proceeds.
Lay pavers in pattern(s) shown on drawings. Place units hand tight without using
hammers. Make horizontal adjustments to placement of laid pavers with rubber
hammers as required.
Contact manufacturer of interlocking concrete paver units for recommended joint widths.
Unit Pavers
02780 - 6
3.05
C.
Provide joints between pavers between [1/16 in. and 3/16 in. (2 and 5 mm)] wide. No
more than 5% of the joints shall exceed [1/4 in. (6 mm)] wide to achieve straight bond
lines.
D.
Joint (bond) lines shall not deviate more than ± 1/2 in. (±15 mm) over 50 ft. (15 m)
from string lines.
E.
Fill gaps at the edges of the paved area with cut pavers or edge units.
F.
Cut pavers to be placed along the edge with a masonry saw. Specify requirements for
edge treatment in paragraph below.
G.
Adjust bond pattern at pavement edges such that cutting of edge pavers is minimized. All
cut pavers exposed to vehicular tires shall be no smaller than one-third of a whole paver.
Cut pavers at edges as indicated on the drawings.
H.
Keep skid steer and forklift equipment off newly laid pavers that have not received initial
compaction and joint sand.
I.
Use a low-amplitude plate compactor capable of at least minimum of 4,000 lbf (18 kN) at
a frequency of 75 to 100 Hz to vibrate the pavers into the sand. Remove any cracked or
damaged pavers and replace with new units.
J.
Simultaneously spread, sweep and compact dry joint sand into joints continuously until
full. This will require at least 4 to 6 passes with a plate compactor. Do not compact
within 6 ft (2 m) of unrestrained edges of paving units.
K.
All work within 6 ft. (2 m) of the laying face must shall be left fully compacted with sandfilled joints at the end of each day or compacted upon acceptance of the work. Cover the
laying face or any incomplete areas with plastic sheets overnight if not closed with cut
and compacted pavers with joint sand to prevent exposed bedding sand from becoming
saturated from rainfall.
L.
Remove excess sand from surface when installation is complete. Excess joint sand can
remain on surface of pavers to aid in protecting their surface especially when additional
construction occurs after their installation. If this is the case, delete the article above and
use the article below. Designate person responsible for directing timing of removal of
excess joint sand.
M.
Allow excess joint sand to remain on surface to protect pavers from damage from other
trades. Remove excess sand when directed by Architect.
N.
Surface shall be broom clean after removal of excess joint sand.
FIELD QUALITY CONTROL
Surface tolerances on flat slopes should be measured with a rigid straightedge. Tolerances on
complex contoured slopes should be measured with a flexible straightedge capable of conforming
to the complex curves on the pavement surface.
Unit Pavers
02780 - 7
3.06
A.
The final surface tolerance from grade elevations shall not deviate more than ± 3/8 in.
(±10 mm) under a 10 ft (3 m) straightedge.
B.
Check final surface elevations for conformance to drawings.
Note: For installations on a compacted aggregate base and soil subgrade, the top surface
of the pavers may be 1/8 to 1/4 in. (3 to 6 mm) above the final elevations after compaction.
This helps compensate for possible minor settling normal to pavements.
C.
The surface elevation of pavers shall be 1/8 in. to 1/4 in. (3 to 6 mm) above adjacent
drainage inlets, concrete collars or channels.
D.
Lippage: No greater than 1/8 in. (3 mm) difference in height between adjacent pavers.
Cleaning and sealing may be required for some applications. See ICPI Tech Spec 5,
Cleaning and Sealing Interlocking Concrete Pavements for guidance on when to clean
and seal the paver surface, and when to stabilize joint sand. Delete article below if
cleaners, sealers, and or joint sand stabilizers are not applied.
JOINT SAND STABILIZATION
A.
3.07
Apply joint sand stabilization materials between] concrete pavers in accordance with the
manufacturer’s written recommendations.
PROTECTION
A.
After work in this section is complete, the General Contractor shall be responsible for
protecting work from damage due to subsequent construction activity on the site.
END OF SECTION
Unit Pavers
02780 - 8
SECTION 03210 B CONCRETE REINFORCEMENT
PART 1 - GENERAL
1.01
GENERAL CONDITIONS
Drawings, project manual, and general provisions of the Contract, including, without
limitation, General Conditions of the Contract, additional General Conditions of the Contract,
and Division 1 specification sections, apply to this section.
1.02
SCOPE OF WORK
Furnish materials, labor, transportation, services, and equipment necessary to install all concrete
reinforcement related to the memorial as indicated on the Drawings complete as shown and as
specified herein.
Related Work:
Cast-In-Place Concrete
1.03
Section 03300
REFERENCES
Comply with the applicable reference specifications as specified in the Project Manual and in
accordance with applicable laws, codes and regulations required by the City of Beverly Hills, CA.
Comply with the current provisions of the following Codes and Standards:
1. ASTM - American Society for Testing and Materials.
2. Standard Specifications B Agency Specified
3. Uniform Building Code
American Concrete Institute (ACI):
1. ACI 315-80, Manual of Standard Practice for Detailing Reinforced Concrete Structures.
2. ACI 318-77, Building Code Requirements for Reinforced Concrete.
American Society for Testing and Materials (ASTM - latest editions):
1. ASTM A233 - Mild Steel Arc Welding Electrodes.
2. ASTM A615 - Deformed Billet-Steel Bars for Concrete Reinforcement.
3. ASTM A706 - Low-Alloy Steel Deformed Bars for Concrete Reinforcement.
Concrete Reinforcing Steel Institute (CRSI): Manual of Standard Practice, latest edition.
American Welding Society (AWS): Reinforcing Steel Welding Code, D12.1-75, including latest
revisions.
1.04
DELIVERY AND STORAGE
Store materials in dry and protected locations and protect from damage. Stack reinforcing steel in
staggered tiers. Mark each length, size, shape and location. Maintain reinforcement free of dirt,
mud, paint or rust.
Concrete Reinforcement
03210-1
1.05
SUBMITTALS
In accordance with the Contract Documents and Section 01300 of the Specifications.
Shop Drawings: Indicate complete reinforcing method for each concrete member including
materials, sizes, bends, dimensions, stirrup spacing, and placing details not shown on drawings.
PART 2 - PRODUCTS
2.01
MATERIALS
Steel Reinforcement: Conforming to ASTM A615, Grade 60, clean and free of rust, dirt, grease or
oils.
Welded Steel Reinforcement: Deformed low-alloy steel, ASTM A706, carbon content not
exceeding 0.30% and manganese content not exceeding 0.60%. Identify and tag with
manufacturer's heat identification number.
Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers
and other devices for spacing, supporting and fastening reinforcing bars in place.
2.02
FABRICATION
Fabricate to sizes, shapes, and lengths detailed in accordance with requirements of ACI 318-71 and
ACI 315-65.
PART 3 - EXECUTION
3.01
INSTALLATION
Comply with Concrete Reinforcing Steel Institute=s recommended practice for APlacing Reinforcing
Bars@ for placing and supporting reinforcement.
Clean reinforcement of loose rust and mill scale, earth, ice, and other bond-reducing materials.
Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during
concrete placement. Maintain minimum cover over reinforcement.
Accurately place reinforcing steel in accordance with drawings. Thoroughly clean reinforcement of
any coating which would reduce bonding. Do not heat, cut, or bend bars without Landscape
Architect's approval. Do not splice reinforcement at points of maximum stress. Stagger splices in
adjacent bars and provide a minimum overlap of 30-bar diameters at splices unless specifically
noted otherwise on Drawings.
Securely saddle tie intersections with No. 18 gauge black annealed wire.
reinforcement in place. Provide concrete coverage as shown on Drawings.
Concrete Reinforcement
Rigidly secure
03210-2
3.02
WELDING REINFORCEMENT
Weld deformed steel reinforcement bars in strict accordance with AWS 12.1, using recommended
pre-heat temperature and electrode for type of steel being welded.
Do not weld steel reinforcement bars without proper heat identification of bars.
3.03
CLEANUP
Upon completion of the concrete reinforcement work, remove surplus construction materials, loose
earth, trash and debris so that the job site is left in a neat and orderly condition.
END OF SECTION 03210
Concrete Reinforcement
03210-3
SECTION 03300 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6 (except as modified herein), apply to this project and are incorporated
herein by this reference. Part 1 is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division 1
specification sections, apply to this section.
1.02
SCOPE:
Work included: Provide all cast-in-place concrete, complete in place, as indicated on the drawings,
specified herein, and needed for a complete and proper installation.
1.03
QUALITY ASSURANCE:
Qualifications of Installers:
Throughout the progress of installation of the work of this Section, provide at least one person who
shall be thoroughly familiar with the specified requirements, completely trained and experienced in
the necessary skills, and who shall be present at the site and shall direct all work performed under
this Section.
Use adequate number of skilled workers to ensure installation in strict accordance with the
approved design.
PART 2 - MATERIALS
2.01
GENERAL:
All materials shall conform to Section 201 of Standard Specifications and Soils Report.
A.
Portland Cement: Section 201-1.2.1, Type V. Only one brand of cement shall be used.
B.
Aggregates: Conform to Section 201-1.2.2.
C.
Water shall be clean and free from deleterious materials.
D.
Curing compound: "Clear Seal" as manufactured by A.C. Horn, "Burke Cure Seal" as
manufactured by Burke Concrete Accessories, Inc.
E.
Form lumber shall be Douglas Fir, construction grade or better.
F.
Expansion joint material: Shall be ASTM Standard D1751-61 "Flexcell" as manufactured
by Celotex Corporation or approved equivalent.
Cast-In-Place Concrete
03300-1
G.
Joining new concrete adjacent to existing concrete: A single ply of 30 lb. asphalt roofing
felt, meeting the guidelines of ASTM D-226, shall be placed along the entire thickness of
the exposed vertical slab of existing concrete. Excess asphalt felt shall be removed so that
the top edge of the felt is flush with the finished concrete surface after the concrete has
cured.
PART 3 - EXECUTION
3.01
GENERAL:
All materials shall conform to Section 302.6 of Standard Specifications except as modified herein.
3.02
3.03
3.04
CONCRETE MIX:
A.
The Contractor shall supply and pay all costs for concrete mix designs.
B.
In no case shall concrete contain less than 5 sacks of cement per cubic yard, and a
maximum of 7 gallons of water per sack of cement.
C.
Concrete mixes shall be proportioned by the using of 1-inch maximum size aggregate.
D.
Per recommendations listed within the Soils Report, all concrete shall conform to Concrete
Class Use Table, Section 201-1.1.3(A), of the Standard Specifications and shall be 658CME-2500-P (2,500 pounds per square inch ultimate compressive strength at 28 days)
unless otherwise noted. Concrete mix shall have a maximum water/ cement ratio of 0.45.
E.
The maximum slump for slab on grade shall be 4".
F.
Mix design must be approved by Landscape Architect, and/or City=s testing laboratory.
Three or more mix design reviews will be at Contractor=s expense.
TESTS AND INSPECTION:
A.
The quality and quantity of materials used in the concrete shall be controlled at the batch
plant by a Weighmaster.
B.
Contractor shall deliver two copies of each load ticket to the City Representative.
FORMWORK:
Form shall be substantial, unyielding, true to line and grade, and shall conform to the dimensions
indicated on the drawings.
3.05
TRANSPORTATION AND PLACING CONCRETE:
Responsibility for proper placing, compacting and finishing rests with the Contractor. Finished
work showing voids and separation of aggregates will not be accepted.
Cast-In-Place Concrete
03300-2
3.06
SLAB FINISH:
A.
Exterior slabs shall have a finish between light broom and medium broom as directed by
the Architect. The finish must be true to line and grade.
B.
Concrete walks shall have 1/2" thick expansion joints at all locations indicated on plans,
and score joints at all locations indicated on plans, with a maximum interval of 10 feet oncenter.
C.
All exterior flatwork shall drain positively away from buildings, whether indicated or not
on the drawings.
D.
3.07
(1)
Any condition which may result in water standing or flowing adjacent to buildings
shall be brought to the attention of the City before placing concrete.
(2)
Maximum allowable tolerance for level slab shall be a variation of l/8" from a 10'
straight edge.
Grafittied concrete surfaces will not be accepted. The contractor shall provide watchmen
as required to insure a grafitti-free surface. Patching of concrete surfaces will not be
permitted. Whole sections must be removed and replaced.
CURING CONCRETE:
All concrete surfaces shall be kept continuously wet for a period of not less than 36 hours by
ponding, soaking or spraying. Following this 36 hour period, the concrete shall be protected from
loss of moisture by Edoco Cure & Seal 30 EF by Dayton Superior or approved equal.
END OF SECTION 03300
Cast-In-Place Concrete
03300-3
SECTION 03310 - FOOTINGS AND FOUNDATIONS
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6 (except as modified herein), apply to this project and are incorporated
herein by this reference. Part 1 is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division
1 specification sections, apply to this section.
1.02
SCOPE:
Work included: Provide all footings and foundations, complete in place, as indicated on the
drawings, specified herein, and needed for a complete and proper installation.
1.03
QUALITY ASSURANCE:
Qualifications of Installers:
Throughout the progress of installation of the work of this Section, provide at least one person who
shall be thoroughly familiar with the specified requirements, completely trained and experienced in
the necessary skills, and who shall be present at the site and shall direct all work performed under
this Section.
Use adequate number of skilled workers to ensure installation in strict accordance with the
approved design.
Details provided on plans with notes. If notes conflict with book specification, the more stringent
shall apply.
PART 2 - MATERIALS
2.01
GENERAL:
All materials shall conform to Section 201 of Standard Specifications and Soils Report.
A.
B.
C.
D.
E.
Portland Cement: Section 201-1.2.1, Type V, low alkali. Only one brand of cement shall
be used.
Aggregates: Conform to Section 201-1.2.2.
Water shall be clean and free from deleterious materials.
Form lumber shall be uniform construction grade or better.
Provide reinforcement steel as indicated on the drawings and in conformance with the
requirements of the uniform building code latest edition.
Footings and Foundations
03310-1
PART 3 - EXECUTION
3.01
GENERAL:
All materials shall conform to Section 302.6 of Standard Specifications except as modified herein.
3.02
CONCRETE MIX:
A.
B.
C.
D.
E.
3.03
TESTS AND INSPECTION:
A.
B.
3.04
The quality and quantity of materials used in the concrete shall be controlled at the batch
plant by a Weighmaster.
Contractor shall deliver two copies of each load ticket to the City Representative.
FORMWORK:
A.
B.
3.05
The Contractor shall supply and pay all costs for three or more concrete mix designs and
reviews.
In no case shall concrete contain less than 5 sacks of cement per cubic yard, and a
maximum of 7 gallons of water per sack of cement.
Concrete mixes shall be proportioned by the using of 1-inch maximum size aggregate.
Per recommendations listed within the Soils Report, all concrete shall conform to Concrete
Class Use Table, Section 201-1.1.3(A), of the Standard Specifications and shall be 658CME-2500-P (2,500 pounds per square inch ultimate compressive strength at 28 days)
unless otherwise noted. Concrete mix shall have a maximum water/ cement ratio of 0.45.
The maximum slump for slab on grade shall be 4".
Form shall be substantial, unyielding, true to line and grade, and shall conform to the
dimensions indicated on the drawings.
Edge of footing shall not cross property line or right of way line. Set wall 2" in from same
line. See details on drawings. No spoils shall occur on builders' lot.
TRANSPORTATION AND PLACING CONCRETE:
Responsibility for proper placing, compacting and finishing rests with the Contractor. Finished
work showing voids and separation of aggregates will not be accepted.
3.06
CURING CONCRETE:
All concrete surfaces shall be kept continuously wet for a period of not less than 36 hours by
ponding, soaking or spraying. Following this 36 hour period, the concrete shall be protected from
loss of moisture by an approved liquid curing compound.
END OF SECTION 03310
Footings and Foundations
03310-2
SECTION 03320 B COLORED CAST-IN-PLACE CONCRETE
PART 1 B GENERAL
1.01
GENERAL CONDITIONS
Requirements of the Contract Documents, including but not limited to, the General, Special,
and Technical Provisions, apply to work in this Section with the same force and effect as though
repeated in full herein.
1.02
SCOPE OF WORK
Furnish materials, labor, transportation, services, and equipment necessary to install all Portland
Cement Colored Cast-In-Place Concrete related to the park as indicated on the Drawings complete
as shown and as specified herein. Refer to Drawings for specific locations and color of colored
cast-in-place concrete.
Related Work:
Section 03110 B Concrete Formwork
Section 03210 B Concrete Reinforcement
Section 03300 – Cast-In-Place Concrete
Section 03310 B Footings & Foundations
Section 03380 B Concrete Curing
Section 05510 B Metal Fabrications
1.03
REFERENCES
Comply with the applicable reference specifications as specified in the GENERAL PROVISIONS
and in accordance with applicable laws, codes and regulations required by the City of Beverly Hills,
CA. Comply with the current provisions of the following Codes and Standards:
ASTM - American Society for Testing and Materials:
ASTM C33 B Concrete Aggregates.
ASTM C39 B Test Method of Compressive Strength of Cylindrical Concrete Specimens.
ASTM C94 B Ready-Mixed Concrete.
ASTM C143 B Test for Slump of Portland Cement Concrete.
ASTM C150 B Portland Cement.
ASTM C260 B Air-Entraining Admixtures for Concrete.
ASTM C494 B Chemical Admixtures for Concrete.
ASTM C979 B Pigments for Integrally Colored Concrete.
ASTM C618 B Fly Ash and Raw or Calcined Natural Pozzalans for Use in Portland Cement
Concrete.
ACI B American Concrete Institute:
ACI 211.1-81 B Recommended Practice for Selecting Proportions for Normal-Weight
Concrete.
ACI 211.3-81 B Recommended Practice for Selecting Proportions for Lightweight Concrete.
ACI 301 B Specifications for Structural Concrete for Buildings.
ACI 305 B Recommended Practice for Hot Weather Concreting.
ACI 306 B Recommended Practice for Cold Weather Concreting.
ACI 318 B Building Code Requirements for Reinforced Concrete.
Colored Cast-In-Place Concrete
03320-1
UBC B Uniform Building Code
AWS B American Welding Society
AWS 3.0-41 B Standard Qualifications Procedure.
AWS D1.4 B Structural Welding Code B Reinforcement.
AWS D12.1-61 B Reinforced Concrete Construction.
CRSI B Concrete Reinforcing Steel Institute: MSP-1 B Manual of Standard Practice
1.04
SUBMITTALS
Design of Concrete Mixes:
1. Contractor shall be responsible for and pay for design of concrete mixes for each type of
concrete specified. Design of concrete mixes shall be performed by manufacturer and reviewed
by the City specified Testing Laboratory. Design methods to be in accordance with ACI 318.
2. Make three trial mixes using aggregate proposed.
3. Make advance tests of trial mixes with proposed materials. Test four cylinders in accordance
with ASTM C-39 at 7 days and 28 days. Do not place concrete on project until laboratory
reports and breaks of confirmation cylinders indicate that proposed mixes will develop required
strengths.
4. Check mix design and revise, if necessary, wherever changes are made in aggregate or in surface
water content of aggregate or workability of concrete. Slump shall be the minimum to produce
workable mix. The City specified Testing Laboratory shall prescribe minimum quantity of
water.
5. If Portland Cement reducers or other additives are used, submit control mix design without
reducers or additives as well as mix exactly proposed to be used. Submit W.R. Grace Co.
recommendations for retarder and shrinkage compensation of slab on grade.
6. Sample of Workmanship: Provide on site, minimum 48@x48@ sample (not part of finished
project) of each flatwork finish and color.
7. Forward two copies of design mix to Landscape Architect.
Submit product data and manufacturer's instructions for:
1. Color admixture.
2. Expansion joint fill material.
3. Curing compound.
4. Dowel aligners/caps.
5. Waterstop.
6. Crack repair materials.
7. Form facing materials.
8. Form release agents.
9. Proprietary cleaning agents.
10. Plastic film for curing.
11. Surface retarders.
Samples:
1. Samples for Color Selection: Submit color additive manufacturer's color chart & sample
chip set; indicate color additive number and required dosage rate. Samples indicate general
color and may vary from concrete finished in field according to Specifications.
2. Expansion Joint Fill Material: Submit one 12-inch length.
Colored Cast-In-Place Concrete
03320-2
Test Reports: Compressive strength of concrete test cylinders taken upon delivery of concrete.
Delivery Documentation: Batch tags for each load of concrete, for informational purposes.
1.05
QUALITY ASSURANCE
Pre-Bid Conference
Prior to submitting bid, attend pre-bid conference with City Representatives and Landscape
Architect to review mock-up requirements and artistic effect desired.
Regulatory Requirements: Meet requirements of applicable laws, codes, and regulations
required by authorities having jurisdiction over Work.
Contractor Mock-Ups:
1. Contractor shall prepare 4-foot x 4-foot mock-ups for each paving type indicated on
Drawings, prior to installation.
2. Mock-Ups shall be completed to the satisfaction of the Landscape Architect, and City
Representative, including aggregates, texture, color, and finishes.
3. These mock-ups will become the standard of quality by which future paving samples and
work will be judged.
4. Mock-Ups to remain on-site and be protected during the course of construction, as a means
to compare work in progress. If mock-ups are damaged or removed, Contractor shall
repair/replace in-kind immediately.
Concrete Manufacturer Qualifications: Manufacturer of ready-mixed concrete products
complying with ASTM C 94 requirements for production facilities and equipment.
Contractor Experience: Provide evidence to indicate successful experience in providing cast-inplace concrete work for skate parks similar in scope to that specified herein and can
demonstrate successful experience through past project documentation and references.
Evidence of Experience: Contractor or Subcontractor shall submit to Landscape Architect
satisfactory documentation of experience and qualification in similar applications. If a
Contractor cannot provide this information or if it is unverifiable, work under this Section and
any other related Section cannot be completed by Contractor. This submission must contain
the Project Name & Location, Owner=s Name & Contact Information, Architect Name &
Contact Information, Project Size, Contract Value, Completion Date, and Supervisor and/or
Key Personnel responsible for this experience for each of the qualifying projects.
1.06
DELIVERY, STORAGE, AND HANDLING
Store materials in dry and protected locations and protect from damage.
Do not change brand of cement or source of aggregate during course of Work.
Colored Cast-In-Place Concrete
03320-3
1.07
SITE CONDITIONS
Environmental Requirements:
1. Submit plan to monitor wind velocity, relative humidity, temperature, and concrete
temperature in order to maintain specified maximum rate of evaporation.
2. Do not place concrete when sub base surface temperature is less than 40 degrees F, nor
when surface is wet.
3. Protect concrete against extreme cold and heat, frost, rapid drying, and damage by rain.
Coordination:
1. Coordinate schedules of concrete placement to allow adequate time for installation of other
related work.
2. Verify that anchor bolts and other embedded steel items to be cast into concrete are
properly placed.
3. Coordinate size and location of mechanical and electrical equipment concrete pads.
4. Coordinate earthwork and soils report requirements with placement requirements.
5. Coordinate with form-work and finishes sections to provide finish floor levelness and
flatness as specified herein. Slope to drains at grades and percent slope shown on contract
documents.
6. Ensure that irrigation sleeves, electrical conduit, drainage lines and other utility elements
are accommodated and as-built located prior to placing concrete.
1.08
WARRANTY
General Description: In addition to manufacturer=s warranties, warrant Work for a period of
one year from the Date of Final Completion against defects in materials and workmanship.
Additional Items Covered: Warranty shall also cover repair of damage to other materials and
workmanship resulting from defects in materials and workmanship.
Exceptions: Contractor shall not be held responsible for failures due to ordinary wear, neglect by
City, vandalism, or other causes beyond the Contractor=s control.
PART 2 - PRODUCTS
2.01
MATERIALS
Ready Mixed Concrete: Batched, mixed and transported in accordance with ASTM C 94 B
Specifications for Ready Mixed Concrete.
Portland Cement: Refer to Drawings for specific paving type and finish required and conform
to ASTM C-150, Type V. Use same brand of cement from single source throughout entire
project for each paving type.
Fine Aggregate (washed concrete sand): Clean, hard, durable, uncoated washed natural sand,
free from silt, loam or clay, and conforming to ASTM C 33.
Coarse Aggregate: Clean, hard, durable, un-coated coarse aggregate conforming to ASTM
C33. Use same coarse aggregate from single source throughout entire project.
Water: Potable and free from deleterious materials such as oils, acids, and organic matter.
Colored Cast-In-Place Concrete
03320-4
Admixture: Cement-dispersing, water-reducing compound, ASTM C 494, Type A, as made by
Master Builders, Sika, or Gifford-Hill Co., or equal. Depending upon weather conditions at
time of placing, ASTM C 494, Type D (water-retarding) or Type E (water-reducing,
accelerating) may be used if approved by Owner's Representative.
Curing Materials:
1. Water: Domestic Quality, clear and potable with no chemical content.
2. Sheet Material: Comply with ASTM C171. Moisture loss maximum .055 g/cm sq. Color:
White.
3. Curing Compounds/Sealer: Curing compound shall comply with ASTM C309 and be
approved by color additive manufacturer for use with colored concrete
2.02
PROPORTIONS AND MIXING
Per recommendations listed within the Soils Report, all concrete shall conform to Concrete Class
Use Table, Section 201-1.1.3(A), of the Standard Specifications and shall be 658-CME-2500-P (2,500
pounds per square inch ultimate compressive strength at 28 days) unless otherwise noted. Concrete
mix shall have a maximum water/ cement ratio of 0.45.
Slump: Not to exceed 3 2@
Mixing: Ready mixed concrete in accordance with ASTM C-94. Do not transport or use
concrete after 1-1/2 hours have elapsed from time of initial mixing. Supplier of transit-mixed
concrete shall have a plant of sufficient capacity, and adequate transportation facilities to assure
continuous delivery at required rate, to provide continuous concrete placement throughout a
pour.
Grout and Dry Pack: Non-Shrink, Non-Metallic: U.S. Grout Corp. AFive Star Grout@ ASTM C877, C-191, and C-109, 5,000 PSI.
Color Additives: Mix in accordance with manufacturer's instructions. Mix until color additives
are uniformly dispersed throughout mixture and disintegrating bags, if used, have disintegrated.
Do not re-temper mix by adding water in field.
2.03
CONCRETE COLORS
Concrete Color:
1. Cement: Shall be natural gray unless otherwise noted on plans.
2. Sand: Shall be locally available natural sand and complying with the specifications herein.
3. Aggregate: Concrete producer's standard aggregate complying with the specifications
herein.
4. Color Additives: Dosage rate shall be based on weight of Portland Cement, fly ash, silica
fume, lime and other cementitious materials but not aggregate or sand.
Dosage rate of color additive shall not exceed 10 percent of weight of cementitious materials in
mix.
PART 3 - EXECUTION
Colored Cast-In-Place Concrete
03320-5
3.01
INSPECTION
Inspect subgrade, forms, reinforcing steel, pipes, conduits, sleeves, hangers, anchors, inserts,
and other work required to be built into concrete and report any discrepancies. Notify City
representative at least 5 working days in advance of scheduled placement.
Correct unsatisfactory work prior to placing concrete.
Remove rubbish from formwork immediately prior to placing concrete.
3.02
INSTALLATION
Placing Concrete:
1. Convey and place concrete allowing no separation of ingredients in accordance with ACI
304 and as specified below.
2. Maximum height of concrete free fall - five feet.
3. Regulate rate of placement to maintain plasticity and flow into position.
4. Deposit concrete continuously until panel or section is completed.
5. Place concrete in horizontal layers 18" maximum thickness.
Consolidation:
1. Use mechanical vibrating equipment for consolidation.
2. Vertically insert and remove hand-held vibrators at 18" O.C. for 10 to 15 seconds.
3. Do not use vibrators to transport concrete in forms.
4. Provide vibrators with minimum speed of 8000 RPM and with amplitude to consolidate
effectively.
5. Thoroughly consolidate concrete and work around reinforcement, embedded items and into
corners of forms. Thoroughly consolidate layers of concrete with previous layers.
Construction Joints:
1. Unless otherwise shown on Drawings, each footing, wall, beam, and slab shall be
considered as a single unit of operation and shall be monolithic in construction.
2. Where construction joints are absolutely unavoidable, locate joints at or near quarter points
of spans where approved by City Representative and/or shown on plan.
3. Saw Cut joints, Expansion Joints and Key Joints as detailed in contract documents.
Expansion Joint Fillers:
1. Refer to Drawings for Expansion Joint locations and details.
2. Finish joint material flush with concrete surface.
Hot Weather Placement:
1. Prevent high temperature in fresh concrete during hot weather in accordance with ACI 305.
2. Use water reducing set retarding admixtures in such quantities as especially recommended
by manufacturer to assure that concrete remains workable and lift lines will not be visible.
Flatwork:
Colored Cast-In-Place Concrete
03320-6
1. Cast slabs-on-grade in alternate sections, unless permanent forms are used. Wait 48 hours
between all adjacent concrete castings.
2. Plane Surface Tolerance: Exterior- Class AX, 3/16@ in 10= with no ponding.
3. Maximum 1:500 slope from indicated plane at any point.
Finish:
1. Smooth Trowel finish to match approved Mock-Up finish.
2. After surface water disappears and floated surfaces have sufficiently hardened, steel trowel
then retrowel the surface to a smooth and consistent finish.
3. After concrete has set enough to provide edge troweling, retrowel edges to a smooth and
uniform finish.
Cracking:
1. Cracking from inadequate curing is not allowed. Sawcut joints and construction joints are
shown on drawings. Contractor may, with approval of the City Representative,
recommend and detail other joints required to prevent cracking.
3.03
REPAIRS AND PROTECTION
Remove and replace concrete paving that is broken, damaged, defective, or does not meet the
requirements of this Section.
Protect concrete from damage until Final Payment. Exclude traffic from paving for at least 28
days after placement. When construction traffic is permitted, maintain paving as clean as
possible by removing surface stains and spillage of materials as they occur.
Maintain concrete paving free of stains, discoloration, dirt, wax, and other foreign material
until Final Payment.
3.04
TOLERANCES
Minor variations in appearance of colored concrete, which are similar to natural variations in
color and appearance of uncolored concrete, are acceptable but subject to approval by the City
Representative.
3.05
CLEAN UP
At completion of Work, remove concrete stains from adjacent work, including but not limited to
dissimilar paving types, walls, columns, railing posts, light fixtures, plant materials, to satisfaction
of the City Representative.
Efflorescence: Remove efflorescence [as soon as practical after it appears] as part of final
cleaning.
Use least aggressive cleaning techniques possible.
Wear protective eye wear, gloves, and clothing suitable to work and as required by cleaner
manufacturer.
If proprietary cleaning agents are used, pre-wet wall, test cleaning agent on a small,
inconspicuous area, and check effects prior to proceeding. Begin cleaning at the top and work
Colored Cast-In-Place Concrete
03320-7
down. Thoroughly rinse wall afterwards with clean water. Follow cleaner manufacturer's
instructions.
Do not use muriatic (hydrochloric) acid on colored concrete.
END OF SECTION 03320
Colored Cast-In-Place Concrete
03320-8
SECTION 03380 - CONCRETE CURING
PART 1 B GENERAL
1.01
GENERAL CONDITIONS
Requirements of the Contract Documents, including but not limited to, the General, Special,
and Technical Provisions, apply to work in this Section with the same force and effect as though
repeated in full herein.
1.02
SCOPE OF WORK
Furnish materials, labor, transportation, services, and equipment necessary to install all Concrete
Curing related to the park as indicated on the Drawings complete as shown and as specified herein.
Related Work:
Cast-In-Place Concrete
1.03
Section 03300
REFERENCES
Comply with the applicable reference specifications as specified in the GENERAL PROVISIONS
and in accordance with applicable laws, codes and regulations required by the City of Beverly Hills,
CA. Comply with the current provisions of the following Codes and Standards:
ASTM - American Society for Testing and Materials:
ASTM C94 B Ready-Mixed Concrete.
ASTM C150 B Portland Cement.
ASTM C271 B Sheet Materials for Curing Concrete.
ASTM C309 B Liquid Membrane-Forming Compounds for Curing Concrete.
ACI B American Concrete Institute:
ACI 301 B Specifications for Structural Concrete for Buildings.
ACI 305 B Recommended Practice for Hot Weather Concreting.
ACI 306 B Recommended Practice for Cold Weather Concreting.
ACI 318 B Building Code Requirements for Reinforced Concrete.
UBC B Uniform Building Code
1.04
SUBMITTALS
In accordance with Contract Documents, General, Special and Technical Provisions.
Submit product data and manufacturer's instructions for:
1. Curing compound.
2. Proprietary cleaning agents.
3. Plastic film for curing.
4. Surface retarders.
Concrete Curing
03380-1
1.05
DELIVERY, STORAGE, AND HANDLING
Store materials in dry and protected locations and protect from damage.
1.06
SITE CONDITIONS
Environmental Requirements: Protect concrete against extreme cold and heat, frost, rapid
drying, and damage by rain.
PART 2 - PRODUCTS
2.01
MATERIALS
Curing Compound: ASTM C 309, non-staining, all resin type, white-pigmented, compatible with
color admixture.
Acceptable Product: Burke Spartan-Cote Cure or equal. Curing Compound Application Rate: 350
sq. ft./U.S. Gallon (12.5m sq./L)
PART 3 - EXECUTION
3.01
CURING
Protect concrete surfaces against rapid drying. Keep sealed with cure agent for necessary amount of
time to reach concrete strength and inhibit moisture loss after placing per manufacturer=s
recommendation.
Apply to exposed surface of concrete as soon as manufacturer recommends with an airless sprayer.
Apply to sides of concrete paving upon removal of form boards.
Meet requirements of manufacturer=s current printed application instructions.
Uniformly apply 2 coats and apply the second coat at right angle to first coat.
Apply compound to form a continuous, uniform, coherent film that will not check, crack, or peel.
Do not apply to concrete that is still bleeding, or has a visible water sheen on the surface.
Protect paving surfaces from foot traffic with scuff-proof paper.
Immediately re-coat damaged areas of curing compound.
Protect surface from water, adjacent concrete work and debris.
3.02
CLEANUP
Contractor to remove all cure agent from concrete surface with power washing equipment and soft
brush not causing abrasion to finish work surface prior to final inspection. No Cure Agent shall be
Concrete Curing
03380-2
present on any surfaces for final inspection acceptance. Remove debris and trash resulting from
specified work.
END OF SECTION 03380
Concrete Curing
03380-3
SECTION 04220 - CONCRETE UNIT MASONRY
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6 (except as modified herein), apply to this project and are incorporated
herein by this reference. Part 1 is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division
1 specification sections, apply to this section.
1.02
SCOPE:
A.
Work included: All concrete unit masonry, including, without limitation, mortar, grout,
scaffolding and layout.
B.
Related work described elsewhere:
Footing & Foundations
1.03
QUALITY ASSURANCE:
A.
B.
1.04
Section 03310
Qualifications of workmen:
(1)
Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
(2)
Provide one skilled journeyman mason who shall be present at all times during
execution of this portion of the Work and who shall personally direct all work
performed under this Section.
Codes and standards: In addition to complying with all pertinent codes and regulations,
comply with the standards of masonry installation described in "Concrete Block Masonry
Inspectors' Manual" published by the Technical Committee of California Concrete
Masonry Manufacturers Association.
SUBMITTALS:
A.
Samples: Within 14 calendar days after award of the contract and before any concrete unit
masonry materials are delivered to the job site, submit one sample of each proposed
concrete masonry unit to the Landscape Architect for approval.
B.
Certification: Prior to delivery of concrete masonry materials to the job site, deliver to the
City Representative a letter from the manufacturer of the proposed masonry units
Concrete Unit Masonry
04220-1
certifying that all such units to be delivered to the job site are in strict accordance with the
provisions of this Section.
C.
1.05
Mock-Ups: Prior to proceeding with the remainder of the work of this Section, construct a
portion of each type of masonry wall and applicable stone veneer to establish for the City
Representative’s review and approval, the general construction and appearance of the
installed concrete masonry units and stone veneer..
PRODUCT HANDLING:
A.
Protection: Use all means necessary to protect the materials of this section before, during
and after installation and to protect the work materials of all other trades.
B.
Replacements: In the event of damage, immediately make all repairs and replacements
necessary to the approval of the City Representative and at no additional cost to the City.
PART 2 - PRODUCTS
2.01
All products, without limitation, shall conform with the Standard Specifications except as modified
herein.
2.02
CONCRETE BLOCKS:
A.
Acceptable manufacturers: Angelus Block, Orco Block, RCP Block & Brick
B.
All units shall be sound and free of cracks, chips or other defects.
C.
Sizes and Shapes of the units shall be as required to construct the work as shown on the
drawings, using open-end units with closed-end units for opening and corners. Where
soaps are required or indicated, they shall be cut from full-sized standard units at the site.
D.
Concrete Block shall be readily identified as to origin. All block used for the entire work
shall be obtained from a single source.
E.
Color shall be as noted on the Drawings. Substitutions of colors are subject to approval by
Landscape Architect, prior to construction.
F.
Block type and finish shall be as noted on the Drawings.
G.
All blocks shall be manufactured in one run to insure color uniformity.
H.
Water Content:
(1)
At the time of the delivery to the Job Site, concrete masonry units shall have a
value, in weight of contained water, of not more than 35% of the fully saturated
content for the unit tested.
(2)
Ship all units from the factory and store at the Job Site with all necessary
protection to prevent increase of water content from rain and other sources.
Concrete Unit Masonry
04220-2
(3)
2.03
Certification required by Paragraph 1.04-B above shall show results of tests less
than 12 months prior to delivery of concrete masonry units to the Job Site, shall
show compliance with the specified values, and shall certify that the mix design,
yield per batch, and curing procedures for the units delivered to the Job Site will be
equal to those submitted for the test.
MORTAR:
All mortar for concrete block shall be Class D conforming to Section 202-2.1.2, color to match
block color. Mortar shall contain a waterproofing admixture.
2.04
2.05
REINFORCEMENT STEEL:
A.
Provide reinforcement steel as indicated on the Drawings and in conformance with the
requirements of the Uniform Building Code latest edition.
B.
The dowels shall be placed in the center of the masonry wall unless otherwise detailed.
Dowels shall be placed so that they align with the vertical wall steel.
C.
All steel reinforcing shall be lap or weld spliced. Provide a minimum 40 diameter lap
splice.
GROUT:
Provide transit-mixed grout complying with ASTM C 94, and consisting of one part Portland
Cement, 2 1/2 parts sand, two parts pea gravel and adequate water to produce a concrete of
approximately 10-inches slump, at 1,500 PSI at 30 days. Grout shall contain a waterproofing
admixture.
2.06
2.07
WATER PROOFING ADMIXTURE:
A.
Grout: Provide SIKA RED LABEL or an equal approved by the City Inspector, in all grout,
following manufacturer's recommendations for amount and procedures.
B.
Mortar: Provide SIKA RED LABEL at a rate of 1 pint per 100 pounds of cement in all
water or an equal approved by the City
FORMS:
All forms and shoring shall be thoroughly braced and sufficiently strong to safely carry, without
deflection, all dead loads and live loads to which they may be subjected. Shoring shall be in place
not less than 10 days. Wide grout joints in piers or jambs shall be formed with wood wherever
necessary to hold the grout.
2.08
STONE VENEER:
A.
Shall be as indicated on plans and details (where applicable). Install per Details and per
manufacturer=s specifications.
Concrete Unit Masonry
04220-3
2.09
B.
Stone pattern shall be consistent with sample images from manufacturer, in terms of
orientation, spacing, variety, and grout placement.
C.
Veneer shall be affixed to block using a nominal 2" layer of Type S Mortar, or as
specifically recommended by Coronado Stone.
OTHER MATERIALS:
All other materials, not specifically described but required for a complete and proper installation of
the work of this Section, shall be as selected by the Contractor subject to the approval of the City.
PART 3 - EXECUTION
3.01
RELATED DOCUMENTS:
All Work, without limitation, shall conform with Section 303 of the Standard Specifications except
as modified herein.
3.02
INSPECTION:
Examine the areas and conditions under which work of this section will be performed. Correct
conditions detrimental to the proper and timely completion of the Work. Do not proceed until
unsatisfactory conditions have been corrected.
3.03
COORDINATION:
Carefully coordinate with all other trades to ensure proper and adequate interface of the work of
other trades with the work of this Section.
3.04
MIXING MORTAR:
Shall be Type >S=. Use a mechanical mixer of one sack minimum capacity. Mix mortar for at least 3
minutes after all materials have been added. Mix only as much mortar as can be used in 1-hour
after water has been first mixed into the batch. Do not re-temper mortar. Use calibrated measuring
box, shovel measurements will not be allowed.
3.05
INSTALLATION:
A.
General: Lay up all walls in running bond, plumb, level and true to the lines and
dimensions shown on the Drawing. Do not use chipped or broken units. If any such units
are discovered in the finished wall, the City Representative may require their removal and
replacement with new units at no additional cost to the City.
B.
Dampening:
(1)
Concrete Unit Masonry
Store all masonry units on the job so that they are kept off the ground and are
protected from the rain.
04220-4
(2)
C.
3.06
3.07
Wetting the units will not be permitted, except when hot and dry weather exists
causing the units to be warm to the touch and then only the surface may be wetted
with a light fog spray.
Laying Up:
(1)
Place all units in mortar with full shoved bed and head joints.
(2)
Align with vertical cells to maintain a clear, unobstructed system of flues.
(3)
Hold racking to an absolute minimum.
(4)
Provide cleanouts at the bottom of each cell for removing mortar droppings. Do
not close the cleanouts until they have been inspected and approved by the City
Representative.
D.
Reinforcement: Install all reinforcement as indicated on the Drawing. Fully embed
reinforcement in grout, not in mortar or mortar joints. Provide all required metal
accessories to ensure accurate alignment of steel during grout filling operations.
E.
Tooling: Tool all joints to a dense, smooth, flush surface.
GROUTING:
A.
Timing: Do not grout until masonry has cured at least 24 hours.
B.
Fill all block cells solid with grout.
C.
Use maximum lifts allowed by Code.
TESTS:
A.
All test shall be made by an independent laboratory, as selected by the City.
(1)
At the beginning of all masonry work, at least one test sample of mortar and grout
shall be taken on 3 successive working days.
B.
Mortar samples shall be taken from surface soon after spreading. Test cylinders shall be 2
inches in diameter and 4 inches high. When tested at 28 days the compressive strength shall
not be less than 1800 pounds per square inch.
C.
Grout specimens shall be cast in block cell using masonry units taken from the site. Grout
shall be poured into the sample units and puddled, as nearly as possible, in the same
manner as that being poured into the wall. Specimens shall remain in the block for 3 days.
Line block with a thin paper towel to permit removal of the specimen without damage.
This specimen shall be tested for compression at 28 days and shall develop a minimum
ultimate compressive strength of 2000 pounds per square inch.
D.
Concrete Block supplier shall provide independent test results for all types and sizes of
Concrete Unit Masonry
04220-5
block represented within the scope of this project in accordance with "Standard Methods of
Sampling and Testing Concrete Units." ASTM Des C-140. The average compressive
strength shall not be less than 1000 pounds per square inch on the gross area.
END OF SECTION 04220
Concrete Unit Masonry
04220-6
SECTION 05510 - METAL FABRICATIONS
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6 (except as modified herein), apply to this project and are incorporated
herein by this reference. Part 1 is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division
1 specification sections, apply to this section.
1.02
1.03
1.04
SCOPE:
A.
Work included: Provide all miscellaneous metal and metal fabrications complete, in place,
as shown on the Drawings, specified herein, or needed for a complete and proper
installation and not specifically called for under other Sections of these Specifications.
B.
Related work described elsewhere: Other metal items are specifically called for and
described in other sections.
QUALITY ASSURANCE:
A.
Qualifications of personnel: Use adequate numbers of skilled workers who are thoroughly
trained and experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the work of this
Section.
B.
Welding: Perform all shop and field welding required in connection with the work of this
Section, adhering strictly to the current pertinent recommendations of the American
Welding Society.
SUBMITTALS:
A.
Product data: At the pre-construction meeting, submit:
1.
Complete materials list of all items proposed to be furnished and installed under
this Section.
2.
Manufacturer's specifications and other data required to demonstrate compliance
with specified requirements.
3.
Shop Drawings of all items proposed to be furnished and installed under this
Section. Include plans, sections, elevations, and details as needed.
4.
Templates for anchor and bolt installation by other trades, where applicable.
Metal Fabrications
05510-1
1.05
PRODUCT HANDLING:
A.
Protection: Use all means necessary to protect the materials of this Section before, during
and after installation and to protect the work and materials of all other trades.
B.
Replacement: In the event of damage, immediately make all repairs and replacements
necessary to the approval of the City Representative and at no additional cost to the City.
PART 2 - PRODUCTS
2.01
GENERAL:
All materials shall conform with Section 206 of the Standard Specifications except as modified
herein.
2.02
MATERIALS AND COMPONENTS:
A.
Metal surfaces, general: For fabrication of the work of this Section which will be exposed
to view, use only those materials which are smooth and free from surface blemishes
including pitting, seam marks, roller marks, rolled trade name, and roughness.
B.
Standards: All materials shall comply with:
1.
Steel plates, shapes, and bars: ASTM A36
2.
Steel plates to be bent or cold formed: ASTM
A283, Grade C.
3.
Steel tubing, hot-formed, welded, or seamless: ASTM A501.
4.
Steel bars and bar-size shapes: ASTM A306, Grade 65, or ASTM A36.
5.
Cold-finished steel bars: ASTM A108, grade as selected by the fabricator.
6.
Cold-rolled carbon steel sheets: ASTM A336.
7.
Galvanized carbon steel sheets: ASTM A526, with ASTM A525, G90 zinc coating.
8.
Stainless steel sheets: Type 302/304 of American Iron and Steel Institute, 24 gauge,
with number 4 finish.
9.
Gray iron castings: ASTM A48, Class 30.
10.
Malleable iron castings: ASTM A47, grade as selected by the fabricator.
11.
Steel pipe: ASTM A53, type as selected, Grade A, black finish unless galvanizing is
required, standard weight (Schedule 40) unless otherwise indicated.
12.
Concrete inserts: Threaded or wedge type, galvanized ferrous castings, either
malleable iron ASTM A47 or cast steel ASTM A27. Provide bolts, washers, and
Metal Fabrications
05510-2
shims as required, hot-dip galvanized, ASTM A153.
13.
2.03
2.04
FASTENERS:
A.
General: Provide zinc-coated fasteners for exterior use and where built into exterior walls.
Select fasteners for the type, grade, and class required.
B.
Standards: All fasteners shall comply with:
1.
Bolts and nuts: regular hexagon-head type, ASTM A307, Grade A, Galvanized.
2.
Lag bolts: square-head type, Fed. Spec. FF-B-561, Galvanized.
3.
Machine screws: cadmium plated steel, Fed. Spec. FF-S-92.
4.
Wood screws: flat-head carbon steel, Fed. Spec. FF-2-92.
5.
Plain washers: Round, carbon steel Fed. Spec. FF-2-92.
6.
Masonry anchorage devices: lead expansion shield, Fed. Spec. FF-S-325.
7.
Toggle bolts: tumble-wing type, Fed. Spec. FF-B-588, type class and style as
required.
8.
Lock washers: helical spring type carbon steel, Fed. Spec. FF-2-84.
PAINT:
A.
B.
2.05
Nonshrink nonferrous grout: CE CRD C588.
Metal Primer Paint:
1.
Use red lead mixed pigment, alkyd varnish, linseed oil paint complying with Fed.
Spec. TT-P-86, Type II; or red lead iron oxide, raw linseed oil, alkyd paint,
complying with SSPC Paint 2-64; or basic lead silicon chromate base iron oxide
linseed oil, alkyd paint complying with Fed Spec. TT-P-615, Type II.
2.
Primer selected shall be compatible with finish coats of paint. Coordinate selection
of metal primer with actual finish paint specified under Section 09900 of these
Specifications.
Galvanizing repair paint: Use a high zinc dust content paint for regalvanizing welds in
galvanized steel, complying with MIL SPEC MIL-P-21035.
FABRICATION:
A.
Workmanship:
1.
Use materials of size and thickness shown or, if not shown, of required size and
thickness to produce strength and durability in the finished product.
Metal Fabrications
05510-3
B.
C.
2.
Work to dimensions shown or accepted on the Shop Drawings, using proven
details of fabrication and support.
3.
Use type of materials shown or specified for the various components of the work.
4.
Form exposed work true to line and level, with accurate angles and surfaces and
with straight sharp edges.
5.
Ease the exposed edges to a radius of approximately 0.8 mm 1/32" unless otherwise
shown.
6.
Form bent-metal corners to smallest radius possible without causing grain
separation or otherwise impairing work.
7.
Weld corners and seams continuously, complying with AWS recommendations. At
exposed connections, grind exposed welds smooth and flush; match and blend with
adjoining surfaces.
8.
Form exposed connections with hairline joints, flush and smooth, using concealed
fasteners wherever possible. Use exposed fasteners of type shown or, if not shown,
use Phillips flat-head (counter-sunk) screws or bolts.
9.
Provide for anchorage of the type shown. Coordinate with supporting structure.
Fabricate and space the anchoring devices to provide adequate support for
intended use.
10.
Cut, reinforce, drill, and tap miscellaneous metal work as indicated to receive
finish hardware and similar items.
Galvanizing: Provide a zinc coating for those items shown or specified to be galvanized, as
follows:
1.
ASTM A153 for galvanizing iron and steel hardware.
2.
ASTM A123 for galvanizing rolled, pressed, and forged steel shapes, plates, bars,
and strip 3mm (1/8") thick and heavier.
3.
ASTM A386 for galvanizing assembled steel products.
Shop Painting:
1.
Shop paint miscellaneous metal work, except members or portions of members to
be embedded in concrete or masonry, surfaces and edges to be field welded, and
galvanized surfaces, unless otherwise specified.
2.
Remove scale, rust, and other deleterious materials before applying shop coat.
3.
Clean off heavy rust and loose mill scale in accordance with SSPC SP-2 or SSPCSP-3.
Metal Fabrications
05510-4
2.06
4.
Remove oil, grease, and similar contaminants in accordance with SSPC-SP-1.
5.
Immediately after surface preparation, brush or spray on primer in accordance
with manufacturer's recommendations, and at a rate to provide the recommended
dry film thickness.
6.
Use painting methods which will result in full coverage of joints, corners, edges,
and exposed surfaces.
7.
Apply one shop coat to fabricated metal items; except, apply two shop coats to
surfaces inaccessible after assembly or erection. Change color of second coat to
distinguish it from the first coat.
MISCELLANEOUS METAL FABRICATIONS:
A.
Rough Hardware:
1.
Provide bent or otherwise custom fabricated bolts, plates, anchors, hangars,
dowels, and other miscellaneous steel and iron shapes as required for framing and
supporting woodwork, and for anchoring or securing woodwork to concrete and
other structures.
2.
Manufacture or fabricate items of sizes, shapes, and dimensions required.
3.
Provide malleable iron washers for heads and nuts which bear on wood structural
connections; elsewhere furnish steel washers.
4.
Tack weld all exposed fasteners to prevent unauthorized removal. Include all
fastening on the roof.
PART 3 - EXECUTION
3.01
GENERAL:
All work shall conform with Section 304 of the Standard Specifications.
3.02
INSPECTION:
Examine the areas and conditions under which miscellaneous metal items are to be installed, and
correct conditions detrimental to the proper and timely completion of the work. Do not proceed
until unsatisfactory conditions have been corrected.
3.03
PREPARATION:
Furnish setting drawings, diagrams, templates, instructions, and directions for installation of
anchorages, such as concrete inserts, anchor bolts, and miscellaneous items having integral anchors,
which are to be embedded in concrete construction. Coordinate delivery of such items to project
site.
Metal Fabrications
05510-5
3.04
INSTALLATION:
A.
Fastening to in-place construction: Provide anchorage devices and fasteners where
necessary for securing miscellaneous metal fabrications to in-place construction including
threaded fasteners for concrete inserts, toggle bolts, lag bolts, wood screws, and other
connectors as required.
B.
Cutting, Fitting, and Placement:
1.
Perform cutting, drilling, and fitting required for installation of miscellaneous
metal fabrications.
2.
Set work accurately in location, alignment, and elevation, and make plumb, level,
true and free from rack, measured from established lines and levels.
3.
Provide temporary bracing or anchors in formwork for items which are to be built
into concrete or similar construction.
4.
Fit exposed connections accurately together to form tight hairline joints.
5.
Weld connections which are not to be left as exposed joints, but cannot be shop
welded because of shipping size limitations.
6.
Grind exposed joints smooth, and touch up shop paint coat. Do not weld, cut, or
abrade the surfaces of exterior units which have been hot-dip galvanized after
fabrication, and are intended for bolted or screwed field connections, except where
required for vandal resistant anchorage.
C.
Field welding: Comply with AWS Code for procedures of manual shielded metal-arc
welding, appearance and quality of weld made and methods in correcting welding work.
D.
Touch-up painting: Immediately after erection, clean field welds, bolted connections, and
abraded areas of shop paint, and paint exposed areas with same materials as used for shop
painting. Apply by brush or spray to provide minimum dry film thickness of 0.051 mm (2.0
mils).
END OF SECTION 05510
Metal Fabrications
05510-6
SECTION 05710 B ORNAMENTAL METALS
PART 1 - GENERAL
1.01
GENERAL CONDITIONS
Requirements of the Contract Documents, including but not limited to, the General, Special, and
Technical Provisions, apply to work in this Section with the same force and effect as though
repeated in full herein.
1.02
SCOPE OF WORK
Furnish materials, labor, transportation, services, and equipment necessary to install all
Ornamental Metals for the park as indicated on the Drawings complete as shown and as specified
herein.
Related Work:
Cast-In-Place Concrete
Metal Fabrications
Painting
1.03
Section 03300
Section 05510
Section 09900
REFERENCES
Comply with the applicable reference specifications as specified in the GENERAL PROVISIONS
and in accordance with applicable laws, codes and regulations required by the City of Beverly Hills,
CA. Comply with the current provisions of the following Codes and Standards:
ASTM - American Society for Testing and Materials:
ASTM A36 B Structural Steel.
ASTM A120 B Steel Pipe and Tubing.
ASTM F2480 B Standard Guide for In-ground Concrete Skate Park.
UBC B Uniform Building Code
AWS B American Welding Society: "Code for Arc and Gas Welding in Building Construction,@
latest edition.
AWS D1.1 B Structural Welding Code (latest edition)
CRSI B Concrete Reinforcing Steel Institute: AManual of Standard Practice,@ latest edition.
AISC B American Institute of Steel Construction, Inc: ASpecifications of Architecturally Exposed
Structural Steel," latest edition.
SSPC B Society for Protective Coatings: ASteel Structures Painting Manual,@ latest edition.
1.04
SUBMITTALS
Product Data: Manufacturers' catalog cuts and current printed specifications of the following:
Shop Drawings: Minimum 3/8-inch scale showing dimensions, sizes, thicknesses, gauges, finishes,
joining, attachments, and relationship of work to adjoining construction.
Ornamental Metals
05710 - 1
1. Verification: Verify measurements at the job site. Where items must fit and coordinate
with finished surfaces and/or constructed spaces, take measurements at site and not from
drawings.
2. Coordination: Where concrete, or other materials must be set to exact locations to receive
work, furnish assistance and direction necessary to permit other trades to properly locate
their work.
3. Setting Diagrams for Welded Connectors, Concrete Inserts: Where required to receive
work, show exact locations and furnish all such Drawings to the trades responsible for
installing the connectors or inserts.
4. Catalogue Work Sheets: Show illustrated cuts of item to be furnished, scaled details and
dimensions.
Samples:
1. Fencing: One (1) B 18-inch long square tube painted per submittal specification.
2. Signage: One (1) B 12-inch long round tube painted per submittal specification.
Certificate: Certification that painting has been done in strict compliance with paint
manufacturer’s current specifications.
Fence Paint: Color to be per the plans and details.
1.05
QUALITY ASSURANCE
Welder's Qualifications: Qualified per AWS. Submit certification.
Field Welds: Comply with AWS code of manual shielded metal-arc welding.
1.06
DELIVERY, STORAGE, AND HANDLING
Delivery: Deliver fabricated units and components completely identified per Shop Drawings.
No materials with defects or scratches on exposed finishes will be accepted.
Storage: Protect work at site from damage and from weather until installed and work has been
accepted. Do not remove protective wrappings from shop-painted finishes until installation.
Handling: Disassemble units only as necessary for shipping and handling limitations.
Replacement: Replace damaged work at no cost to the City.
1.07
SEQUENCING AND SCHEDULING
Acceptance: Do not install work of this section prior to acceptance by the City Representative
of area to receive such work.
Coordination: Coordinate with the work of other sections to insure the following:
1. Templates and Built-ins: Furnish anchors, fastenings, sleeves, setting templates and layouts
affecting or installed in the work of other trades so that work or progress of work is not
delayed. Be responsible for proper location of such items.
Ornamental Metals
05710 - 2
PART 2 - PRODUCTS
2.01
MATERIALS
Tubing: ASTM A500, cold-formed, Grade A, welded or seamless.
Steel Pipe:
1. Bending: ASTM A53, Type E or S, Grade A.
2. Straight: ASTM 120.
2.02
SPECIALLY FABRICATED PRODUCTS
Ferrous Metal Fence:
1. Square Tube Fencing and Signage Post: Mild steel with connections welded.
2. Pipe Railings: I.P.S. unless otherwise noted. Fabricate in largest sections practicable.
Weld and grind shop joints. Conceal field joints with sleeves and pins.
Grout:
1. Type: Non-shrinking, non-staining grout.
2. Color: Match adjacent concrete paving.
3. Product: "Embeco 153" by Master Builder's, (216) 831-5500; "Metal-Mix Grout", by
Conrad Sovig's, (415) 863-3803; "Ferrolith G Redi-Mixed Grout" by Sonneborn Building
Products, (415) 889-9899 or (612) 835-3434 or "Upco Non-shrink", by Upco Co., (216) 8810033, or equal.
2.03
FINISHES
Primer:
1. Type: Chemical and corrosion-resistant coating system for protection against abrasion,
moisture and chemical contact.
2. Product: "Series 66 Hi-build Epoxoline" by Tnemec Co., Inc., or equal.
3. Color: Same color as finish coat(s).
Finish Coats:
1. Type: Highly resistant to abrasion, wet conditions, corrosive fumes and chemical contact.
Outstanding retention of initial color and gloss on long-term weather exposure.
2. Product: "Series 71 Endura-Shield", by Tnemec Co., Inc., or equal.
3. Intermediate Coat: Per Manufacturer's current printed specifications. Color to be same as
finish coat.
4. Color: Color per plan or selected by City.
2.04
FABRICATION
Shop Assembly:
1. Pre-assemble items in shop to greatest extent possible to minimize field splicing and
assembly.
2. Tolerances: Provide surfaces free of file marks, dents, hammer marks, wire edges or any
unsightly surface defects.
3. Bends, twists, open joints in finished members, and projecting edges or corners at
connections not permitted.
Ornamental Metals
05710 - 3
Welding:
1. Standards: Weld and grind shop joints per AWS Code D1.0. (ASTM A36 for structural
steel.)
2. Preparation: Remove rust, paint, scale and other foreign matter. Wire brush flame-cut
edges. Clamp members as required and alternate welds, as necessary to prevent warping or
misalignment.
3. Exposed Welds: Uniformly make and ground smooth welds normally exposed to view in
the finished work.
4. Galvanized Units Requiring Welding: Grind galvanized film off 1@ from weld and hot dip
galvanize after welding and grinding.
5. Faulty and Defective Welding: Chip out and replace welding showing cracks, slag
inclusion, lack of fusion, bad undercut or other defects ascertained by visual or other means
of inspection. Replace and re-weld at no cost to City.
Shop Factory/Finishing:
1. Cleaning:
a. Thoroughly clean mill scale, rust, dirt, grease and other foreign matter from ferrous
metal prior to any painting.
b. Conditions which are too severe to be removed by hand cleaning methods, shall be
cleaned per SSPC "Surface Preparation Specifications", "Solvent Cleaning, SSPC SP-1";
"Power Tool Cleaning, SSPC-SP"; or "Brush-Off Blast Cleaning, SSPC-SP7" as
required.
2. Exterior Ferrous Metal:
a. Grind smooth welds, burrs, and rough surfaces. Clean and hot-phosphate treat
completed assembly. Hot phosphate treatment not required on items which are not
exposed in the finish work or on those items where size prohibits such treatment.
b. Shop coat ferrous metal items unless specified; use metal primer as specified.
c. Indicate on shop drawings where treatment is proposed to be omitted, if any.
Painting:
1. Prime Coat: After material has been properly cleaned and treated, immediately apply two
shop prime coats, each of a different color, to all surfaces, except those to be field welded,
and those encased in concrete. Apply paint per manufacturer's current printed instructions.
Spot paint abrasions and field connections after assembly. Dry shop coats prior to
shipment to job site.
2. Finish Coat(s): Apply two (2) coats per manufacturer's current printed instructions. May
be shop applied where applicable.
PART 3 B EXECUTION
3.01
EXAMINATION
Condition of Surfaces: Inspect surfaces and layout to receive Fencing and report defects which
would interfere with installation.
Acceptance: Starting work implies acceptance of surfaces as satisfactory.
Ornamental Metals
05710 - 4
3.02
PREPARATION
Layout: Verify entire layout. Set work plumb, true and rigid.
Fitting: Fit exposed connections accurately together to form tight hairline joints.
3.03
INSTALLATION
Attachments and Reinforcements:
1. Do cutting, shearing, drilling, punching, threading, and tapping required for site metalwork
or for attachment of adjacent work. Drill or punch holes; do not use cutting torch.
Shearing and punching shall leave true lines and surfaces.
2. Set fence posts and similar items shown or required to be set in core drilled hole with quick
setting non-shrink grout or anchor cement. Provide approximately 1/4 in. clearance around
fence posts.
3. Provide reinforcements for hardware and other miscellaneous attachments.
Field Welding:
1. Procedure: Comply with AWS code of manual shielded metal-arc welding, appearance and
quality of welds made, and methods used in correcting welding work.
2. Protection: Protect adjacent surfaces from damage due to weld sparks, spatter, or tramp
metal.
3.04
TOUCH-UP AND PROTECTION
Touch-up: Immediately after erection, clean field welds, bolted connections and abraded areas
of shop paint. Paint exposed areas with same material to same dry-film thickness as used for
shop painting.
Protection: Protect the work from damage or discoloration until acceptance of work.
3.05
CLEANING
Spills: Clean up over spill from installation. Do not use caustic chemicals to remove stains
where adjacent surfaces may be damaged.
Keep all areas of work clean, neat and orderly at all times. Keep paved areas clean during
installation.
Clean up and remove all debris from the entire work area prior to Final Acceptance to
satisfaction of the City Representative.
END OF SECTION 05710
Ornamental Metals
05710 - 5
SECTION 09900 - PAINTING
PART 1 - GENERAL
1.01
RELATED DOCUMENTS:
The requirements of the Standard Specifications for Public Works Construction (SSPWC), latest
edition, Parts 2 through 6, apply to this project and are incorporated herein by this reference. Part 1
is specifically excluded.
Drawings, project manual, and general provisions of the Contract, including, without limitation,
General Conditions of the Contract, additional General Conditions of the Contract, and Division 1
specification sections, apply to this section.
Related Work:
Metal Fabrications
Ornamental Metals
1.02
Section 05510
Section 05710
SCOPE:
Work included: Paint and finish all exterior exposed surfaces listed on the Painting Schedule in Part
Three of this Section, in accordance with the types of finish shown on the Finish Schedule and as
specified herein.
A.
Related work described elsewhere:
Priming or priming and finishing or certain surfaces are specified to be factory performed
or installer performed under pertinent other Section.
B.
C.
Painting
Work not included:
1.
Do not include painting which is specified under other Sections.
2.
Unless otherwise indicated, painting is not required on surfaces in concealed areas
and inaccessible areas such as furred spaces, foundation spaces, utility tunnels, pipe
spaces, and duct shafts.
3.
Metal surfaces of anodized aluminum, stainless steel, chromium plate, copper,
bronze, and similar finished materials will not require painting under this Section
except as may be specified herein.
4.
Do not paint any moving parts of operating units; mechanical or electrical parts
such as valve operators, linkages, sensing devices, and motor shafts, unless
otherwise indicated.
5.
Do not paint over any required labels or equipment identification, performance
rating, name, or nomenclature plates.
Definition: The term "paint," as used herein, means all coating systems materials including
primers, emulsions, epoxy, enamels, sealers, fillers, and other applied materials whether
09900-1
used as prime, intermediate, or finish coats.
1.03
QUALITY ASSURANCE:
A.
Qualification of manufacturer: Products used in the work of this Section shall be produced
by manufacturers regularly engaged in manufacture of similar items and with a history of
successful production acceptable to the City Representative.
B.
Qualifications of Workers:
C.
1.04
1.
Provide at least one person who shall be present at all times during execution of the
work of this Section, who shall be thoroughly familiar with the specified
requirements and the materials and methods needed for their execution, and who
shall direct all work performed under this Section.
2.
Provide adequate numbers of workers skilled in the necessary crafts and properly
informed of the methods and materials to be used.
Paint Coordination:
1.
Provide finish coats which are compatible with the prime coat used.
2.
Review other Sections of these Specifications as required, verifying the prime coats
to be used and assuring compatibility of the total coating system.
3.
Provide barrier coats over non-compatible primers, or remove the primer and reprime as required.
4.
Notify the City Representative in writing of anticipated problems in using the
specified coating systems over prime coating supplied under other Sections.
SUBMITTALS:
A.
Manufacturers' data: At the pre-construction meeting, submit:
1.
Complete materials list of all items proposed to be furnished and installed under
this Section.
2.
Complete list of all proposed substitutions. For any proposed substitutions
provide two copies of manufacturers specifications, including paint analysis and
application instructions for each material, and other data required to demonstrate
compliance with the specified requirements.
Upon receipt of review comments, make all revisions and corrections, and
resubmit if so required.
B.
Samples:
1.
Painting
Provide three 12" x 12" samples of each color for each material.
09900-2
1.05
PRODUCT HANDLING:
A.
1.06
1.07
Delivery of Materials: Deliver all materials to the job site in original, new, and unopened
containers bearing the manufacturer's name and label showing at least the following
information:
1.
Name or title of the material;
2.
Fed. Spec. number, if applicable;
3.
Manufacturer's stock number;
4.
Manufacturer's name;
5.
Contents by volume for major constituents;
6.
Thinning instructions;
7.
Application instructions.
B.
Storage of Materials: Provide proper storage to prevent damage to, and deterioration of,
paint materials.
C.
Protection: Use all means necessary to protect the materials of this Section before, during,
and after installation and to protect the work and materials of all other trades.
D.
Replacements: In the event of damage, immediately make all repair and replacements
necessary to the approval of the City Representative, and at no additional cost to the City.
CONDITIONS:
A.
Surface temperatures: Do not apply solvent-thinned paints when the temperature of
surfaces to be painted and the surrounding air temperatures are below 45 degrees F unless
otherwise permitted by the manufacturer's printed instructions as approved by the City
Representative.
B.
Weather conditions: Do not apply paint in rain, fog, or mist; or when the relative humidity
exceeds 85% or to damp or wet surfaces; unless otherwise permitted by the manufacturer's
printed instructions as approved by the City Representative. Applications may be
continued during inclement weather within the temperature limits specified by the paint
manufacturer during application and drying periods.
TURNOVER ITEMS:
A.
Amount: Upon completion of the work of this Section, deliver to the Owner extra stock of
each color, type, and gloss of paint used on the Work. Minimum 1 gallon (unopened can)
of each item.
B.
Packaging: Tightly seal each container and clearly label with the contents and location
used.
Painting
09900-3
PART 2 - PRODUCTS
All materials shall conform with Section 210 of the Standard Specifications except as modified herein.
2.01
2.03
2.04
PAINT MATERIALS:
A.
Design is based on use of paint products manufactured by Dunn-Edwards Paint Company,
and the materials of that manufacturer are named in the Painting Schedule. Equal products
of Dunn-Edwards, Sherwin-Williams, or other manufacturers approved by the City
Representative may be substituted.
B.
General: Provide the best quality grade of the various types of coatings as regularly
manufactured by paint materials manufacturers approved by the City Representative.
Materials not displaying the manufacturer's identification as a standard best-grade product
will not be acceptable.
C.
Durability: Provide paints of durable and washable quality. Do not use paint materials
which will not withstand normal washing as required to remove pencil marks, ink,
ordinary soil, and similar material without showing discoloration, loss of gloss, staining, or
other damage.
D.
Colors and glosses: The City Representative will select colors to be used in the various
types of paint specified and will be the sole judge of acceptability of the various glosses
obtained from the materials proposed to be used in the work.
E.
Undercoats and thinners: Provide undercoat paint produced by the same manufacturer as
the finish coat. Use only the thinners recommended by the paint manufacturer, and use
only to the recommended limits. Insofar as practicable, use undercoat, finish coat, and
thinner material as parts of a unified system of paint finish.
F.
Standards: Provide paint materials which meet or exceed the standards listed for each
application in the Painting Schedule in Part 3 of this Section.
APPLICATION EQUIPMENT:
A.
General: For application of the approved paint, use only such equipment as is
recommended for application of the particular paint by the manufacturer of the particular
paint, and as approved by the City Representative.
B.
Compatibility: Prior to actual use of application equipment, use all means necessary to
verify that the proposed equipment is actually compatible with the material to be applied
and that the integrity of the finish will not be jeopardized by use of the proposed
application equipment.
OTHER MATERIALS:
All other materials, not specifically described but required for a complete and proper installation of
the work of this Section, shall be new, first-quality of their respective kinds, and as selected by the
Contractor subject to the approval of the City Representative.
Painting
09900-4
PART 3 - EXECUTION
3.01
GENERAL:
All work shall conform to Section 310 of the Standard Specifications except as modified herein.
3.02
3.03
SURFACE CONDITIONS:
A.
Add the following to Standard Specifications Section 310.1. Inspection: Prior to
installation of the work of this Section, carefully inspect the installed work of all other
trades and verify that all such work is complete to the point where this installation may
properly commence. Verify that painting may be completed in strict accordance with the
original design and with the manufacturers' recommendations.
B.
Discrepancies: Do not proceed in areas of discrepancy until all such discrepancies have
been fully resolved.
MATERIALS PREPARATION:
A.
B.
3.04
General:
1.
Mix and prepare painting materials in strict accordance with the manufacturers'
recommendations as approved by the City Representative.
2.
Store materials not in actual use in tightly covered containers.
3.
Maintain containers used in storage, mixing, and application of paint in a clean
condition, free from foreign materials and residue.
Stirring: Stir all materials before application to produce a mixture of uniform density, and
as required during the application of materials. Do not stir into the materials any film
which may form on the surface. Remove the film and, if necessary, strain the material
before using.
SURFACE PREPARATION:
A.
Painting
General:
1.
Perform all preparation and cleaning procedures in strict accordance with the paint
manufacturer's recommendations.
2.
Remove all removable items which are in place and are not scheduled to receive
paint finish, or provide surface-applied protection prior to surface preparation and
paint operations.
3.
Following completion of painting in each space or area, reinstall the removed items
by using workers skilled in the necessary trades.
4.
Clean each surface to be painted prior to applying paint or surface treatment.
09900-5
B.
3.05
5.
Remove oil and grease with clean cloths and cleaning solvents of low toxicity and a
flash point in excess of 38 degrees C (100 degrees F), prior to start of mechanical
cleaning.
6.
Schedule the cleaning and painting so that dust and other contaminants from the
cleaning process will not fall onto wet newly painted surfaces.
Preparation of Metal Surfaces:
1.
Thoroughly clean all surfaces until they are completely free from dirt, oil, and
grease.
2.
On galvanized surfaces, use solvent for the initial cleaning, and then treat the
surface thoroughly with phosphoric acid etch. Remove all etching solution before
proceeding.
3.
Allow to dry thoroughly before application of paint.
PAINT APPLICATION:
Add the following to Standard Specifications Section 310.5:
A.
B.
C.
Painting
General:
1.
Slightly vary the color of succeeding coats. Do not apply additional coats until the
complete coat has been inspected and approved. Only the inspected and approved
coats of paint will be considered in determining the number of coats applied.
2.
Sand and dust between enamel coats to remove all defects visible to the unaided
eye from a distance of five feet.
3.
On all removable panels and all hinged panels, paint the back sides to match the
exposed sides.
Drying:
1.
Allow sufficient drying time between coats. Modify the period as recommended by
the material manufacturer to suit adverse weather conditions.
2.
Oil-base and oleo-resinous solvent-type paints shall be considered dry for recoating
when the paint feels firm, does not deform or feel sticky under moderate pressure
of the thumb, and the application of another coat of paint does not cause lifting or
loss of adhesion of the undercoat.
Brush Application: Brush out and work all brush coats onto the surfaces in an even film.
Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, and other surface
imperfections will not be acceptable.
09900-6
D.
E.
3.06
Spray Application:
1.
Confine spray application to metal framework and similar surfaces where hand
brush work would be inferior.
2.
Wherever spray application is used, apply each coat to provide the equivalent
hiding of brush-applied coats. Do not double back with spray equipment for the
purpose of building up film thickness of two coats in one pass.
Complete work shall match the approved Samples for color, texture, and coverage.
Remove, refinish, or repaint all work not in compliance with specified requirements.
PAINTING SCHEDULE:
A.
Finish No. 1: Tubular steel, Steel lettering.
2 coats primer
2 coats exterior black paint
B.
Finish No. 2: Steel mesh.
2 coats Primer
2 coats exterior light gray paint.
Primer and finish coats shall be compatible enamel based paint products. Apply 2 coats enamel
paint, color as reviewed and approved by the City Representative.
END OF SECTION 09900
Painting
09900-7
Beverly Hills, CA
Beverly Hills, CA