Table of Contents...Site Clear and Grub 02110-3 3.06 DUST CONTROL : Dust shall be kept to a minimum...

HAMEL PARK RENOVATION CITY OF BEVERLY HILLS TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

DIVISION 2 SITE CONSTRUCTION 02050 SITE DEMOLITION 02110 SITE CLEAR AND GRUB 02210 SITE GRADING 02230 SUBGRADE PREPARATION 02310 EARTHWORK 02441 IRRIGATION 02445 TEMPORARY CHAIN LINK FENCING 02461 PLAY EQUIPMENT 02470 SITE FURNISHINGS 02480 PLANTING 02515 CONCRETE PAVING AND CURBS 02540 RESILIENT SURFACING 02710 STORM DRAINAGE 02780 UNIT PAVERS

DIVISION 3 CONCRETE 03110 CONCRETE FORMWORK 03210 CONCRETE REINFORCEMENT 03300 CAST IN PLACE CONCRETE 03310 FOOTINGS AND FOUNDATIONS 03320 COLORED CAST-IN-PLACE CONCRETE 03380 CONCRETE CURING

DIVISION 4 MASONRY 04220 CONCRETE UNIT MASONRY

DIVISION 5 METALS 05510 METAL FABRICATIONS 05710 ORNAMENTAL METALS

DIVISION 9 COATINGS 09900 PAINTING

DIVISION 16 ELECTRICAL To Be Provided by DESIGN WEST

Site Demolition 02050-1

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 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 Section 02230 Earthwork Section 02310

1.03 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

1.04 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. 1.05 DELIVERY, STORAGE, AND DISPOSAL

A. 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.


B. 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.

1.06 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.

1.07 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. Protection of Existing Site Improvements 1. References: Verify and maintain benchmarks, monuments and other reference points.

Replace if disturbed or destroyed.

2. 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.


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 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.

3.02 DEMOLITION

A. Utilities:

1. Capping: Disconnecting and capping of utilities must be in accordance with the regulations of the utility company affected.

B. 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


surrounding area. The final surface shall be smooth, even and tight, free from loose or soft areas.

C. 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.

3.03 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 Clear and Grub 02110-1

SECTION 02110 - SITE CLEAR AND GRUB PART 1 - GENERAL 1.01 RELATED DOCUMENTS:



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 Section 02210 Planting Section 02480 Irrigation Section 02441

1.04 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


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.

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.

3.05 DEBRIS BURNING:

Burning of debris will not be permitted.


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.


Site Grading 02210-1

SECTION 02210 - SITE GRADING PART 1 - GENERAL 1.01 RELATED DOCUMENTS:

See Section 02310 - Earthwork - for further information


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) SWPPP & NPDES Requirements

B. Tests and Inspections:

(1) 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


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.

(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.

1.05 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.


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. 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.

D. 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.


2.03 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.

2.04 GRANULAR BEDDING MATERIAL: Where called for on the plans, granular bedding material shall be crushed stone or pea gravel conforming to the following gradient:

Sieve Size Passing

3/4" 100 1/2" 95 4" 5

2.05 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.


3.02 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, sub-base, 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.

3.03 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. Thoroughly mix each lift to assure uniform distribution of water content. D. 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.


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.


Subgrade Preparation 02230-1

SECTION 02230 BBBB 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 Section 02310 Concrete Formwork Section 03110 Concrete Reinforcement Section 03210 Cast-In-Place Concrete Section 03310

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. 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 02230-2

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.


SECTION 02310 BBBB 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.


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 Section 02050 Site Grading Section 02210 Sub-grade Preparation Section 02230

1.03 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.

Earthwork 02310-2

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.


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 02310-3

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 soil-bearing water runoff or airborne dust to adjacent properties and walkways according to requirements of the Storm Water Pollution Prevention Plan.

Earthwork 02310-4

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. 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. 2.03 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 02310-5

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 02310-6

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 02310-7

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.


Irrigation 02441-1

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. 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. Pressure Pipe Lasco Sch. 40 2. Lawn Head Rainbird 1804-SAM-PRS Etc. Etc. Etc. Etc.

B. 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. Point of connection. b. Routing of sprinkler pressure lines (dimension maximum 100 feet along

routing) c. Gate valves.

Irrigation 02441-2

d. Sprinkler control valves. e. Quick coupling valves. f. Routing of control wires. g. Related equipment (as may be directed).

5. Maintain record drawings on-site at all times. Upon completion of work, transfer

all as-built information and dimensions to reproducible sepia prints. 1.03 INSPECTIONS:

A. 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.

B. 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 02441-3

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. 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.

1.04 TURNOVER ITEMS:

A. 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.

B. 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. Index sheet stating Contractor's address and telephone number, duration

of guarantee period, list of equipment including names and addresses of local manufacturer representatives.

b. Complete operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment.

Irrigation 02441-4

C. Equipment:

1. Supply as part of this contract the following items:

a. 4 additional sprinkler heads of each type and spray pattern shown. b. Two (2) wrenches for disassembly and adjustment of each type of

sprinkler head involved. c. Three 30-inch sprinkler keys for manual operation of control valves. d. Two keys for each automatic controller. e. Two couplers with a 3/4" bronze hose bib. Bent nose type with hand

wheel and two coupler keys. f. One soil probe 36 inches in length, Oakfield Model B, or equal. g. One valve box cover key or wrench. h. One 5-foot tee wrench for operating gate valves 3 inches or larger. i. Backflow device valve handles and Public Works inspection

documentation.

2. The above equipment shall be turned over to the City at the final inspection. 1.05 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 02441-5

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:

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.

1.06 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 02441-6

2.03 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.

2.04 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. 2.05 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. 2.06 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 02441-7

2.07 BACKFLOW PREVENTION UNITS:

The backflow prevention unit shall be as indicated on the drawings. 2.08 VALVES:

A. 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.

B. 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 02441-8

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.

2.10 AUTOMATIC CONTROLLER:

Automatic controller shall be as called for on the plans. 2.11 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. 2.12 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.

2.13 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 02441-9

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. 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.

G. 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.

H. 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 02441-10

3.02 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.

3.03 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.

3.04 PIPING:

A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphaltic concrete pavement.

Irrigation 02441-11

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.

3.05 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 02441-12

3.06 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. 3.07 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 18-inch 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.

3.08 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.

3.09 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. 3.10 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 02441-13

prior to any planting.

C. The entire system shall be operating properly before any planting operations commence. 3.11 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

Temporary Chainlink Fencing 02445-1

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.


Play Equipment 02461-1

SECTION 02461 - PLAY EQUIPMENT PART 1 - GENERAL 1.01 RELATED DOCUMENTS:



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. 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.

1.05 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 02461-2

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.


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 658-CME-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.


Site Furnishings 02470-1

SECTION 02470 - SITE FURNISHINGS PART 1 - GENERAL

1.01 RELATED DOCUMENTS:



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 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. 1.04 DELIVERY, STORAGE AND HANDLING:

A. 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.

1.05 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.


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. All site furnishings shall be installed with vandal-proof hardware or made vandal-proof (deforming or peening).


B. Block outs for "after slab installation" will not be allowed. 3.04 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.


Planting 02480-1

SECTION 02480 - PLANTING

PART 1 - GENERAL


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 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. 1.03 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 02480-2

G. 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.

1.04 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 02480-3

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. E. Soil Conditioner/Fertilizer:

Shall be per agronomic soil testing recommendations. F. Soil Conditioners:

Shall be per agronomic soil testing recommendations.

2.02 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 02480-4

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. All soil backfill shall be bulk mixed, not individually mixed at each plant pit. 2.04 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. 2.05 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. Upon completion of all fine grading work and prior to soil preparation, perform weed control measures as follows:

Planting 02480-5

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. 3.03 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.

3.04 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 02480-6

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.

3.06 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 02480-7

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 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.

3.10 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 02480-8

3.11 START OF PLANT ESTABLISHMENT:

A. 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.

3.12 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 02480-9

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.

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.

G. 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 02480-10

3.13 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. 3.14 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.


Concrete Paving and Curbs 02515-1

SECTION 02515 - CONCRETE PAVING AND CURBS

PART 1 - GENERAL 1.01 RELATED DOCUMENTS:



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,


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.


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.


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.


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.


Resilient Surfacing 02540-1

SECTION 02540 - RESILIENT SURFACING PART 1 - GENERAL

1.01 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.

1.02 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.


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


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: Section 02210 Play Equipment: 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 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.

1.07 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


2.02 QUALITY ASSURANCE Products used in the Work of this Section shall be produced per the following subsection,

Subsection 2.03 Resilient Surfacing. 2.03 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:

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.

2.04 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


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.


Storm Drainage 02710-1

SECTION 02710 BBBB 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 Section 02230 Earthwork Section 02310

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. 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.


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.


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.


Unit Pavers 02780 - 1

SECTION 02780 - UNIT PAVERS PART 1 GENERAL 1.01 SUMMARY

A. Section Includes: Concrete paver units.

Bedding and joint sand. Geotextiles. Edge restraints.

B. Related Sections:

1. Division 1 Section “Sustainable Design Requirements” for additional LEED requirements.

2. Section: 03300 – Concrete Paving

1.02 REFERENCES A. 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

1.03 SUBMITTALS A. In accordance with Conditions of the Contract and Division 1 Submittal Procedures

Section. B. LEED Submittals:

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.


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.

1.04 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.

1.05 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. C. Delivery: Deliver materials in manufacturer’s original, unopened, undamaged containers

packaging with identification labels intact.


1. Coordinate delivery and paving schedule to minimize interference with normal

use of buildings adjacent to paving. 2. Deliver concrete pavers to the site in steel banded, plastic banded or plastic

wrapped packaging capable of transfer by fork lift or clamp lift. 3. Unload pavers at job site in such a manner that no damage occurs to the product.

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. 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.

1.06 PROJECT/SITE CONDITIONS A. 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.

1.07 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%.


g. 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.

2.02 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) sub-samples 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 Max. Increase Maximum Passing

No. 200 ( 0.075 mm) 2% 2% No. 100 (0.150 mm) 5% 15% No. 50 (0.300 mm) 5% 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


No. 4 (4.75 mm) 95 to 100 No. 8 (2.36 mm) 85 to 100 No. 16 (1.18 mm) 50 to 85 No. 30 (0.600 mm) 25 to 60 No. 50 (0.300 mm) 10 to 30 No. 100 (0.150 mm) 2 to 10 No. 200 (0.075 mm) 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

Natural Sand Manufactured Sand Sieve Size Percent Passing Percent Passing

No. 4 (4.75 mm) 100 100 No. 8 (2.36 mm) 95 to 100 95 to 100 No. 16 (1.18 mm) 70 to 100 70 to 100

No. 30 (0.600 mm) 40 to 75 40 to 100 No. 50 (0.300 mm) 10 to 35 20 to 40 No. 100 (0.150 mm) 2 to 15 10 to 25 No. 200 (0.075 mm) 0 to 1 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.


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. 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.

3.03 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.

3.04 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. Do not disturb screeded sand. 2. Screeded area shall not substantially exceed that which is covered by pavers in one

day. 3. 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.

B. 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.


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 ±P1/2 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 sand-

filled 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.

3.05 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.


A. The final surface tolerance from grade elevations shall not deviate more than ±P3/8 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.

3.06 JOINT SAND STABILIZATION A. Apply joint sand stabilization materials between] concrete pavers in accordance with the

manufacturer’s written recommendations.

3.07 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

Concrete Reinforcement 03210-1

SECTION 03210 BBBB CONCRETE REINFORCEMENT

PART 1 - GENERAL



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 Section 03300

1.03 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.


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.


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. Rigidly secure reinforcement in place. Provide concrete coverage as shown on Drawings.


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.


Cast-In-Place Concrete 03300-1

SECTION 03300 - CAST-IN-PLACE CONCRETE PART 1 - GENERAL


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.


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.


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.


All materials shall conform to Section 302.6 of Standard Specifications except as modified herein. 3.02 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 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.

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. 3.03 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.

3.04 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.


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 on-center.

C. All exterior flatwork shall drain positively away from buildings, whether indicated or not

on the drawings.

(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.

D. 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.

3.07 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.


Footings and Foundations 03310-1

SECTION 03310 - FOOTINGS AND FOUNDATIONS PART 1 - GENERAL 1.01 RELATED DOCUMENTS:



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.


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. Portland Cement: Section 201-1.2.1, Type V, low alkali. 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. Form lumber shall be uniform construction grade or better. E. Provide reinforcement steel as indicated on the drawings and in conformance with the

requirements of the uniform building code latest edition.

Footings and Foundations 03310-2


All materials shall conform to Section 302.6 of Standard Specifications except as modified herein. 3.02 CONCRETE MIX:

A. The Contractor shall supply and pay all costs for three or more concrete mix designs and reviews.

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 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.

E. The maximum slump for slab on grade shall be 4". 3.03 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. 3.04 FORMWORK:

A. Form shall be substantial, unyielding, true to line and grade, and shall conform to the dimensions indicated on the drawings.

B. 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.

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.

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.


Colored Cast-In-Place Concrete 03320-1

SECTION 03320 BBBB COLORED CAST-IN-PLACE CONCRETE

PART 1 B GENERAL 1.01 GENERAL CONDITIONS


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.


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.


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.


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-in-place 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.


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.


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 C-877, 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


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:


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


down. Thoroughly rinse wall afterwards with clean water. Follow cleaner manufacturer's instructions.

Do not use muriatic (hydrochloric) acid on colored concrete.


Concrete Curing 03380-1

SECTION 03380 - CONCRETE CURING PART 1 B GENERAL



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 Section 03300

1.03 REFERENCES


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.


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.



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.


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


present on any surfaces for final inspection acceptance. Remove debris and trash resulting from specified work.


Concrete Unit Masonry 04220-1

SECTION 04220 - CONCRETE UNIT MASONRY PART 1 - GENERAL 1.01 RELATED DOCUMENTS:



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 Section 03310


A. 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.

B. 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.

1.04 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


certifying that all such units to be delivered to the job site are in strict accordance with the provisions of this Section.

C. 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..

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 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.


(3) 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.

2.03 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 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.

2.05 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 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 2.07 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.


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.

2.09 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) Store all masonry units on the job so that they are kept off the ground and are

protected from the rain.


(2) 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.

C. 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.

3.06 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. 3.07 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


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.


Metal Fabrications 05510-1

SECTION 05510 - METAL FABRICATIONS PART 1 - GENERAL 1.01 RELATED DOCUMENTS:



1.02 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. 1.03 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.

1.04 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.



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


shims as required, hot-dip galvanized, ASTM A153.

13. Nonshrink nonferrous grout: CE CRD C588. 2.03 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. 2.04 PAINT:

A. 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.

B. Galvanizing repair paint: Use a high zinc dust content paint for regalvanizing welds in

galvanized steel, complying with MIL SPEC MIL-P-21035. 2.05 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.


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.

B. 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.

C. 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 SSPC-

SP-3.


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.

2.06 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.


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.


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).


Ornamental Metals 05710 - 1

SECTION 05710 BBBB ORNAMENTAL METALS PART 1 - GENERAL 1.01 GENERAL CONDITIONS


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 Section 03300 Metal Fabrications Section 05510 Painting Section 09900

1.03 REFERENCES


ASTM A36 B Structural Steel. ASTM A120 B Steel Pipe and Tubing. ASTM F2480 B Standard Guide for In-ground Concrete Skate Park.


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.


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.


Welder's Qualifications: Qualified per AWS. Submit certification. Field Welds: Comply with AWS code of manual shielded metal-arc welding.


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.



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) 881-0033, 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.


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.


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.


Painting 09900-1

SECTION 09900 - PAINTING PART 1 - GENERAL 1.01 RELATED DOCUMENTS:



Related Work: Metal Fabrications Section 05510 Ornamental Metals Section 05710

1.02 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. 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.

C. Definition: The term "paint," as used herein, means all coating systems materials including primers, emulsions, epoxy, enamels, sealers, fillers, and other applied materials whether

Painting 09900-2

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:

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.

C. 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 re-

prime 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.

1.04 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. Provide three 12" x 12" samples of each color for each material.

Painting 09900-3


A. 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. 1.06 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.

1.07 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 09900-4

PART 2 - PRODUCTS All materials shall conform with Section 210 of the Standard Specifications except as modified herein. 2.01 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. 2.03 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.

2.04 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 09900-5


All work shall conform to Section 310 of the Standard Specifications except as modified herein. 3.02 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. 3.03 MATERIALS PREPARATION:

A. 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.

B. 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.

3.04 SURFACE PREPARATION:

A. 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.

Painting 09900-6

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.

B. 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.

3.05 PAINT APPLICATION:

Add the following to Standard Specifications Section 310.5:

A. 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.

B. 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.

C. 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.

Painting 09900-7

D. 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.

E. Complete work shall match the approved Samples for color, texture, and coverage.

Remove, refinish, or repaint all work not in compliance with specified requirements. 3.06 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.


Beverly Hills, CA

Beverly Hills, CA

Date post:	16-Nov-2020
Category:	Documents
Upload:	others
View:	2 times
Download:	0 times